Loading...
HomeMy WebLinkAboutB13-2067 040-400-093W Builder/Contractor Responsibilities Drawing Validity - These drawings, supporting structural calculations and design certification are based on the order documents as of the date of these drawings. These documents describe the material supplied by the manufacturer as of the date of these drawings. Any changes to the order documents after the date on these drawings may void these drawings, supporting structural calculations and design certification. The Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which result in changes to the drawings, supporting structural calculations and design certification. Builder Acceptance of Drawings - Approval of the manufacturer's drawings and design data affirms that the manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of standard practice Sept 86 Section 4.2.1)(Mor 05 Section 4.4.1) Code Official Approval - It is the responsibility of the Builder/Contractor to ensure that all project plans and specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor is responsible for securing all required approvals and permits from the appropriate agency as required. Building Erection - The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, braces, false work or other elements required for erection will be determined, furnished and installed by the erector (AISC Code of Standard Practice Sept 86 Section 7.9.1) (Mar 05 Section 7.10.3) (CSA/S16-09 Section 29). Discre aancies - Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal Building plans will govern. (AISC Code of Standard Practice Sept 86 Section 3.3) (Mar 05 Section 3.3) Materials by Others - All interface and compatibility of any materials not furnished by the manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria concerning any interface between materials if furnished as a part of the order documents, the manufacturers assumptions will govern. Modification of the Metal Building from Plans - The Metal Building supplied by the manufacturer has been designed according to the Building Code and specifications and the loads shown on this drawing. Modification of the bui!ding configuration, such as removing wall panels or braces, from that shown on these plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed Structural Engineer should be consulted prior to making any changes to the building configuration shown on these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the building not indicated on these drawings. Foundation Design The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, diameter and projection of the anchor rods required to attach the Metal Building System to the foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for specifying rod embedment, bearing values, tie rods and or other associated items embedded in the concrete foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed loads, and the bearing capacity of the soil and other conditions of the building site. (MBMA 06 Sections 3.2.2 and A3) ICeco ZEE Building Systems An NCI Compony SOUTHERN REGION J"O A325 BOLT GRIP TABLE GRIP LENGTH BOLT LENGTH NOTE: FULL THREAD ENGAGEMENT IS DEEMED TO HAVE BEEN MET THE END OF THE BOLT IS WITH THE FACE OF THE NUT. REQUIRED ONLY WHEN SPECIFIED. HER MAY BE LOCATED UNDER HEAD BOLT, UNDER NUT, OR AT BOTH AT LOCAT70NS NOTED ON ERECTION DRAWINGS. ADD 5/32" FOR EACH WASHER TO MATERIAL THICKNESS TO DETERMINE GRIP. / / 0 TO 9116" 1 1 4" F. T.PGRIPWA O ver 9/16" TO 1 1/16" 1 3/4" F. T.WHEN Over 1 1/16" TO 1 5/16" 2" Over 1 5/16" TO 1 9/16" 2 1/4" Over 1 9/16" TO 1 13/16" 2 1/2"HER Over 1 13/16" TO 2 1/16" 2 3/4" LOCATIONS OF BOLTS LONGER THAN 2 3/4" NOTED ON ERECTION DRAWINGS F.T. DENOTES FULLY THREADED ICeco ZEE Building Systems An NCI Compony SOUTHERN REGION EASTERN REGION MIDWESTERN REGION P.O. BOX 911 P.O. DRAWER 2387 P.O. BOX 72 2400 HIGHWAY 45 NORTH 100 RED IRON ROAD J05 NORTH IRIS STREET COLUMBUS MS 39705 ROCKY MOUNT, NC 27802 MOUNT PLEASANT, IA 52641 FIELD REPRESENT477Y£• FIELD REPRESENTAT7V . RELD REPPESENTATIVE: KYLE KNIGHT CHRIS COBB LEON KUEHN (662) 243-6475 (252) 407-19J2 OR (319) 217-4022 E15 Portal Frame Cross Section at SWC RANDALL WIGGINS IAS ACLRMTED SUPERLOK, LS -J6 (252) 407-i8J4 FOR OUES77ONS OR ASSISTANCE CONCERNING YOUR CECO BUILDING, PLEASE CALL OUR RELD SERNCES REPR£SENTATIbf ENGINEERING DESIGN CRITERIA Building Code ...... „ ............. 2010 CALIFORNIA Occupancy Category Norval (Category II) Roof Dead Load Superimposed 2.82 psf Collateral „ 3.00 psf (0,00 psf Ceiling 3.00 psf Other) Roof Live Load , , , , , „ , , , , „ . , , , , , . 20.00 psf no reduction Wind Basic Wind Speed ... ... 85.00 mph Wind Importance Factor (I) ... 1.00 Wind Exposure Category „ C Internal Pressure Coef (GCp I) 0.55/-0.55 Loads for components not provided by building manufacturer Corner Areas (within 6,40' of corner) 19, 61 psf pressure -24.48 psf suction Other Areas 19,61 psf pressure -20.83 psf suction These values are the maximum values required based on a 10 sq ft area. Components with larger areas may have lower wind loads. Seismic Seismic Importance Factor (Ie) 1.00 Seismic Design Category ...... D Soil Site Class D Stiff Solt Ss 0, 597 g Scis , , , .. 0,526 g S1 .,,. ,,,, 1....,,.. 0.260 g Sell ..... 0.326 g Analysis Procedure Equivalent Lateral Force Column Line All Basic Force Resisting System C4 Response Modification Coefficient (R) 3.50 Seismic Response Coefficient (Cs) 0.150 Design Base Shear in kips (V) 29.74 Basic Structural System (from ASCE 7-05 Table 12,2-1) C4 - Ordinary Steel Moment Frame PROJECT NOTES BOLT TIGHTENING - BoltedJoints with A325 Type 1 bolts greater than 1/2' diamter, are specified as pretensioned ,joints in accordance with the Specification for Structural Joints Using ASTM A325 or A490 Bolts, December 31, 2009. Pre -Tensioning can be accomplished by using the turn -of -nut method of tightening, calibd ratewrench, twist off type tension control bolts or direct tension indicator as acceptable to the Inspecting Agency and Building Officia L Installation Inspection requirements for Pre -Tensioned ,Joints (Specification for Structural Joints Section 9.2) using turn -of -nut method is suggested, The connections on this project are not slip critical. Material properties of steel bar, plate, and sheet used in the fabrication of built-up structural framing members conform to ASTM 4529, ASTM A572, ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 ksi, Material properties of hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with a minimum specified yield point of 50 ksi, Hot rolled angles, other than flange braces, conform to ASTM 36 minimum, Hollow structural shapes conform to ASTM A500 grade B, minimum yield point is 42 ksi for round HSS and 46 ksi for rectangular HSS, Material properties of cold -formed light gage steel members conform to the requirements of ASTM A1011 SS Grade 55ASTM A1011 HSLAS Grade 55 Class 1, ASTM A653 SS Grade 55, or ASTM A653 HSLAS Grade 55 Class 1 with a minimum yleldt of 55 ksi, For Canada, material properties conform to CAN/CSA 540.0120/1540.21 or equivalent. Design criteria as noted Is as given within order documents and Is applied in general accordance with the applicable provisions of the model code and/or specification indlcated. Neither the manufacturer nor the certifying engineer declares or attests that the loads as designated are proper for local provisions that may apply or for site specific parameters. The design criteria is supplied by the builder, project owner, or an Architect and/or Engineer of Record for the overall construction project, Using standard gutter with 4 x 5 downspouts, the roof drainage system has been designed using the method outlined in the MBMA Metal Building Systems Manual. Downspout locations have not been located on these drawings. The downspouts are to be placed on the building sidewalls at a spacing not to exceed 25,8 feet with the first downspout from both ends of the gutter run within 2 feet of the end. Downspout spacing that does not exceed the maximum spacing will be in compliance with the building code. The gutter and downspout system as provided by the manufacturer is designed to accommodate 4 in/hr rainfall intensity as it corresponds to a 5 year recurrence interval. Framed openings, walk doors, and open areas shall be located In the bay and elevation as shown in the erection drawings. The cutting or removal of girts shown on the erection drawings due to the addition of framed openings, walk doors, or open areas not shown may void the design certifications supplied by the metal building manufacturer, X -Bracing is to be installed to a.taut condition with all slack removed. Do not tighten beyond this state. The wall construction by others at building sidewalls & endwalls has a self weight of 40 psf. This weight has been utilized in the design considerations for the bullding's seismic design. The support members provided by the metal building manufacturer on bldg 1 have been designed to support the wall system by others and to deflect less than L/360 under wind or seismic loading. The wall system shall be attached to the outside flange of the support members at a maximum spacing of 3 feet, The inside flange of the support member shall be braced to the wall system at 1/4 points, DEFLECTION CRITERIA The material supplied by the manufacturer has been designed with the following minimum deflection criteria. The actual deflection may be less depending on actual load and actual member length. The frame sidesway for wind loading is based on ASCE 7 commentary equation CC -3 of 0, 7W. The limits shown are at service loads unless indicated otherwise, BUILDING DEFLECTION LIMITS.,, BLDG -A Roof Limits Rafters Purlins Panels Live L/ 240 240 60 Snow L/ 240 240 60 Wind L/ 240 240 60 Total Gravity L/ 240 240 60 Total Uplift L/ 240 240 60 Frame Limits Sidesway Portal Frame Sidesway Live H/ 200 Snow H/ 200 Wind H/ 200 Seismic Drift H/ 40 40 Crane H/ 100 Total Gravity H/ 200 Total Wind H/ 200 240 Service Seismic H/ 200 240 Wall Limits Limit Total Wind Panels L/ 60 Total Wind Girts L/ 360 Total Wind EW Columns L/ 120 The Service Seismic limit as shown here is at service level loads. Drawing Index Quality Metal Building Systems Page Description From Your Construction Professionals m� F1 Anchor Rod A!s FM M B MR E2 Primary Steel BLDGA E3 Roof Framing BLDGA E4 Roof & Canopy Sheeting r1r aauw w+snuea Wjc prrsu APPROVED E8 Back Sheeting Layout .�o,na, E10 -E13 Main Frame Cross Sections PBR, DOUBLE-LOK E15 Portal Frame Cross Section at SWC MBNA MEMBER IAS ACLRMTED SUPERLOK, LS -J6 0 0 cY UL CFR, CF(METL-PLANK, V -RIB, 7.2 INSUL-RIB, MESA, FLUTE, STRIATED, (,1WW MIAMI RADE SANTA FE. ARCH. FLAT) =ROOF SYSTEMS R15 Trim Profiles MT. PLEASANT MIAMI DADE MAP, PBR, PBU, LOKSEAM IOWA MAP, PBR, BATTENLOK HS DOUBLE-LOK, ULTRA-DEK DOUBLE-LOK, SUPERLOK BATTENLOK HS SUPERLOK CFR, 72 PANEL DEFLECTION CRITERIA The material supplied by the manufacturer has been designed with the following minimum deflection criteria. The actual deflection may be less depending on actual load and actual member length. The frame sidesway for wind loading is based on ASCE 7 commentary equation CC -3 of 0, 7W. The limits shown are at service loads unless indicated otherwise, BUILDING DEFLECTION LIMITS.,, BLDG -A Roof Limits Rafters Purlins Panels Live L/ 240 240 60 Snow L/ 240 240 60 Wind L/ 240 240 60 Total Gravity L/ 240 240 60 Total Uplift L/ 240 240 60 Frame Limits Sidesway Portal Frame Sidesway Live H/ 200 Snow H/ 200 Wind H/ 200 Seismic Drift H/ 40 40 Crane H/ 100 Total Gravity H/ 200 Total Wind H/ 200 240 Service Seismic H/ 200 240 Wall Limits Limit Total Wind Panels L/ 60 Total Wind Girts L/ 360 Total Wind EW Columns L/ 120 The Service Seismic limit as shown here is at service level loads. Drawing Index 0 .a o Page Description m� F1 Anchor Rod F2 Anchor Rod Details F3 -F4 Reaction Drawings E2 Primary Steel BLDGA E1 Cover Sheet 0 .a o E2 Primary Steel BLDGA E3 Roof Framing BLDGA E4 Roof & Canopy Sheeting E5 Canopy Details E6 Sidewall BLDGA WALLSWA E7 Sidewall BLDGA WALLSWC E8 Back Sheeting Layout E9 Endwall BLDGA WALL EWB & EWD E10 -E13 Main Frame Cross Sections E14 Portal Frame Cross Section at SWA E15 Portal Frame Cross Section at SWC E16 Iso Trim 0 0 R1 -R14 Construction Drawings R15 Trim Profiles o v m KV C o NcOi o in v M c,O R moi- , J C V O j00aD U W V y J Q� J EW�ao O O o o -J U 0 w Y Y O U W � U (V 2 W a_ (D CJ a' 0 0 8J U U � y �U oU o � � Q`� r- �o 00 X2.1 [� tl E N o�� a ❑ ❑ O U z00nw QJ Z as m V:2Z 'T `0ZUcn o c I O E U O U Z C II O Li oQZ NOJH 3 to O U >((a0 O Scale: NOT TO SCALE Drown by. DCJ 3/17/15 Checked by. MAW 3/17/15 BUTTE Project Engineer: EML Job Number: 14-B-71197-1 COUNTY MAR 2 6 2015 Sheet Number: E1 of 16 �1EI0'i3NT The engineer whose seal appears hereon is an employee �n �7IrPC for the manufacturer for the materials described herein. Said seal or certification g limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. BUILDING DESCRIPTIONS Building ID Width Length Height Slo Building A 80'-0 1227'-0 1 16'-0 Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A MA' 1 6 20115 M Mar 1F/2015 -ice DENOTES. PURLIN OR GIRT STRUT. WHEN ROOF SYSTEM IS SSR, ROOF PANEL CLIPS ARE NOT REQUIRED AND HAVE NOT BEEN PROVIDED AT PURLIN STRUTS Q Q 1.1 I II I 227'-0 OUT/OUT OF STEEL INSIDE OF METAL STUDS) 8" 29'-4 28'-0 28'-0 28'-0 28'-0 28'-0 8'-0 8'-0 W: 8'-0 _ 28'-0 28'-4 I001 of O I N EWB SWC KEY PLAN SWA 29'-4 EWD 28'-0 dD Z_SECTION LAP TABLE SYMBOL LAP (LENGTH) SYMBOL LAP (LENGTH) S 0'-2" (3j") T 2'-4"(2'-5J") R 1'-4"(1'-5J") V 3'-0"(3'-1 j") 1 8'-0 8'--0 28'-0 28'-0 28'-0 28'-0 227'-0 OUT/OUT OF STEEL (INSIDE OF METAL STUDS) t�4 cb ROOF FRAMING PLAN 28'-0 28'-4 8" dD Cb J 8.9 (b Mar 1 F/2015 W v ;\Y --J o 0 O I o [ 0 m � o N OV O O O N vt,RiC j O W -•�• O O nj ,R -2 � moi- O O� L C O J F- •O V] j j U RSS j NOC ONLJ L U W U °' J Q O_ EwD ❑®O 2 �HU� (n v o 0)0a L O N CDUU W of O O J W W U U N En h r C [ O `U oUi � O�� \ L Q� N O L O D N 12 L2 O °0 `° 0 0 O P0 O 1 O O QO> o 0 U z��w Qi z a�°'m Q 0 C) U V o IIIQ')' O WOZ co Q Z NO 3 JroD_F>coOQ O Scale: NOT TO SCALE Drawn by DCJ 3/17/15 O Checked by. MAW 3/17/15 0 Project Engineer: EML Job Number: 14—B-71197-1 Sheet Number: E3 of 16 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A Mar 1 F/2015 W v ;\Y --J S M M z 0 D M z 0 ZE D r r O D z 0 D Fq U) M ED m m r D z rn 0 -o D n Z m or P-1 r O 70 nN 0 2II m m 1 r A o D n0'1 N � m -4 mNII y 0 z 0 oz I M m o to v m 'r r D �nN 0 c II m cn r ;00 0 D G) 0 (n m rq II v m N ➢ 0 0 -M z I r moon N m v D Z m N rn I 0 M 0 I>< op = W rn O W 5'-0 5-0 J O N O O O Iv O O Ci 1.1 x 0 0 m 0 0 K M M c ➢ r z r 0 � x M Dm O I z II m o arc � 000 z c0 M u x A z< m n ➢ N r o m II -1 rn am D r nam. r - (n -n 0 N m M n -Ti n T W.. Description I By I Ck'd rn z� om m r 24'-0 k 24'-0 A o O o N to I CANOPY I o I CANOPY � D D 38-3 38'-3J � z z 38'-31 38'-31 rr 38'-31 38'-31 r38'-31 38'-31 = 38'-31 I 38'-31 4Z k 38'-3 38'-3 m II o 38'-31 38'-3J N 38'-31 38'-31 D 0 C338' -3J 38'-31 v 38'-31 1 38'-31 c 38'-31 I 38'-31 v 38'-31 38'-31 38'-31 38'-31 38'-3J 38'-31 39'-7J 39'-71 39'-71 I I 39'-7� 39'-7A 39'-7A 39'-7� 39'-7A 39'-7�j 39'-7j% 39'-7,J 39'-7,J I 39'-7J I 39'-74 I 39'-7? I 39'-71% 39'-71% 39'-71% 39'-71 39'-711 39'-7A 39'-7A 39'-71 I 39'-7?g 39'-71 39'-7A O r 39'-7J I 39'-71 0 39'-7,J 39'-7A Q) 39'-7A 39'-7?6 v 39'-71 39'-7?6 39'-7A I 39'-7:� 1 39'-71 I 39'-7A 39'-7,J 39'-71 0UF--P 54 39'-7a 39'-7J 39'-7� 39'-75 5'-0 39'-74 39'-7A 39'-71 39'-7� m r 39'-71% 39'-71J z von F 39'-7 39'-7� .. n z: c�i� 39'-7 39'-7 Mm o n D 39'-7{ 39'-71%m n I z 39'-7A I 39'-7A m --im II 7 z o 10 39'-7,J I 39'-7A Cn D _ D a m G-) -U I 39'-7A 39'-7A p N z m 39'-7 J 39'-7A co m II II y 39'-71 39'-7A 0 r�7-Z o N m i rm- " 39'-7, I 39'-7,J GJ z o N 39'-7A I 39'-71% 39'-7� 39'-71% 39'-74 39'-7A 39'-7,J 39'-78 cn 4' 07 O 39'-71 I 39'-71 I 39'-7,% 39'-7T% 0 56'294 1 39'-7A I 39'-7A M 39'-71 39'-71% 71 39'-71 39'-7 z 39'-74 39'-71 G-) 39'-71% 39'-7A D 39'-71 I I 39'-7 Z 39'-71 39'-71% 39'-7A 39'-71% 39'-7J 39'-7� 39'-74 39'-7A 5'-0 1 39'-7? I 39'-7� 39'-71 1 39'-7� 39'-7-196 39'-7-1% F 39'-71 39'-71% 39'-71 39'-7A n 39'-7J I 39'-7�% z 39'-71 1 39'-7j% Io I 39'-7A 39'-7,1 39'-711 39'-71J 39'-71 39'-7A L 39'-7,1 39'-7j% 39'-74 I 39'-7� 39'-7.j 1 39'-71 39'-7� 39'-7T% Q1-0 39'-71 39'-7T%074-084 39'-71 39'-7� 39'-7A I 39'-7A 39'-7J I 39'-78 39'-74 39'-7A D o 39'-7J 39'-7� z m D 7, 39'-7A 39'-739'-71% v ' r n m m � M 0r➢ 39'-7 39'-7 39'-7, I 39'-71% v c II o D 39'-71 I O O 39'-7,, D ;W -' o m D o 39'-7J r p 39'-7f% N N P Z m 39'-7� V 39'-7 m II D 39'-7J ONn 39'-7A © II 0 o m J z 39'-7,JI 39'-7 o cr- N m I r 39'-7A I 39'-7� ^' 39'-7J 39'-7� 39'-7�1 39'-71 39'-7,1 39'-7;J 39'-7,J 39'-71% 39'-7� I 39'-7A 39'-7� I 39'-7T% 4', 0 38'-31 38'-3 rn- 4 -8 -4 38'-31 38'-31 l0 8 38'-31 38'-31 7'-4 38'-31 38'-31 38'-31 ( I 38'-31 N,) 38'-31 38'-31 38'-31 38'-31 I 38'-31 38'-3J 0 38'-31 38'-31 38'-31 I 38'-31 38'-31 I 38'-3J 38'-31 38'-31 38'-31 38'-31 18 SPACER 38 -3 18 3 3 SPACER8 - 1to I CANOPY I 1 1 I CANOPY I za) L— — — — — -- _ __ = %.fes L -- — — — — — — — J — — — K: 24'-0 x i g x x 24'-0 �rn -4 D nr J"J`L JJJ a)(�J J�'2 JJJ alp J rq nN �JO (o —o 0� I 0 o (D o° o m 3 'o C) o s Columbus, MS. (662)243-6400 Revision Date 3 a a s s o o o ^ Cb D Mount Ceco Building Systems Pleasant, IA. (319) 385-8001 � — N � Z a Rocky Mount, NC (252) 9772131 ° a o 3 z). ° ° S An NCl Company www cecobuildings. com (D am = m `;a 0 1 o 0 o �° m Z Customer. • Project Name & Location: o L P N Q 0- o D V.I.S.E. COMPANY RICK CUDGEL m o o 3 ° a W rn? rn n ❑ N. m I� m m m 6306 COUNTY ROAD 24 � ORLAND, CA 95963 629 ENTLER CHICO, CA 95928 AVE _. s > �+ m c ° V1 m 032 r W w a ATTN: JOSH BEAVER REP: KIM HOLTGREWE m d Z Ci o 3 P «� ❑ o - J J \ Drawing Status: Preiiminory 9 ❑ For Not For Construction) Construction Permit x� W s o > ❑- ❑ o m � cn u' For Approval F-1 ®For Erector Installation n a m (Not For Construction) I>< op = W rn O W 5'-0 5-0 J O N O O O Iv O O Ci 1.1 x 0 0 m 0 0 K M M c ➢ r z r 0 � x M Dm O I z II m o arc � 000 z c0 M u x A z< m n ➢ N r o m II -1 rn am D r nam. r - (n -n 0 N m M n -Ti n T W.. Description I By I Ck'd SECTION AT SIDEWALL CANOPIES STEEL LINE----] 0/0 DIMENSION AVP WALL PANELS FIELD CUT ABOVE CANOPY INSIDE CLOSURE HW464 AT AVP WITH TAPE SEALANT HW507 ON BOTH SIDES TRI-BEADEA TAPE SEALER LONG-LNER IFE LAPTEK I 1//4-14 x 7WASHER FLEXIBLEEMBRANE j/8 C (D6 NOT INSTALLTTHRU PANEL RIB) TRI -BEAD TAPE SEALER [HW -504 ® TOP OF CLOSURE & TOP 0 2" 2° FLEXIBLE MEMBRANE ZEE CLOSURE [T-5014 FLEXIBLE MEMBRANE (FIELD CUT TO FIT PANEL PARAPET HIGH AVE5TRIM TRI -BEAD TAPE SEALER HW -504 URETHANE TUBE SEALANT 0 CLOSURE ENDS 1/4-14 x 1 1/4 LONG -LIFE SELF -DRILLER W/WASHER [FASTENER #1E] ® 6" O.C. C I P. 12 1 SLOPE PANEL SECTION AT ENDWALL CANOPIES 0/0 STUCCO STUCCO WALL (NOT BY CECO) I URETHANE TUBE SEALANT CONTINUOUS COUNTERFLASH [T-5225] 1///4-14 x 7/8 LONG -LIFE LAPTEK 12 (DO NOT R[FASTENER THRU#jjPANEL"R B) SLOPE I TRI -BEAD TAPE SEALER [HW -504] ® TOP OF CLOSURE & TOP OF 2» FLEXIBLE MEMBRANE 2 ZEE CLOSURE [T-5014] (FIELD CUT TO FIT PANEL) RI -BEAD TAPE SEALER LOKSEAM PANEL fHW-504] 1/4-14 x 1 1/4 LONG -LIFE SELF -DRILLER W/WASHER [FASTENER #1E] ® 6" O.C. DETAIL "B" BOX RAKE TRIM [T-5237] TRI -BEAD TAPE SEALER [HW -504] 12-14 x 1 1/4 LONG -LIFE SELF -- DRILLER W/WASHER [FASTENER #3] CONTINUOUS CLEAT [T-5121] 1/8 x 3/16 POP RIVET [FASTENER #14] ® 12" O.C. ZEE CLOSURE [T-5014] FIELD CUT LOKSEAM ENDWALL PANEL - TRI -BEAD TAPE SEALER [HW -504] EA. SIDE OF FLEXIBLE MEMBRANE FLEXIBLE MEMBRANE PARAPET HIGH EAVE TRIM [T-5214] URETHANE TUBE SEALANT CLOSURE ENDS /0 DIMENSION (SEE PLAN) DETAIL AT CANOPY RAKE APPLY BEAD OF URET"— SEALANT OVER RIB E APPLYING RIB COVER FILL BOTH ENDS W/ URETHANE SEALANT 1/8 x 3/8 POP RIVET [FASTENER #14A] ® 6 O.C. TRI -BEAD TAPE SEALER [HW -504] ZEE CLOSURE [T-5014] 1/4-14 x 1 1/4 LONG -LIFE SELF -DRILLER W/WASHER [FASTENER #1E] ® 12" O.C. UL90 CLIP [HW -6400] 12-14 x 1 PANCAKE HEAD SELF -DRILLER [FASTENER #12A] (2) PER CLIP �LOKSEAM PANEL 0/0 DIMENSION DETAIL "C" a� 0 O 0 S a� o o Q E o rn La j C Jct w N 0 0 0 aJ O O U D waLn f0)0 LL °c)wQ ❑ ° U W Y Y m U a U N S W p` D'tOUK U U � h �U oU Q M c N 42 �2 SLI E Q U }p�Q U Z 0) w �Z¢= ° e 0�c)Cn III °w0060 z � �QZ 3 v" NOJH O V >�OQ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by MAW 3/17/15 Project Engineer: EMIL PANEL Job Number: 14—B-71197-1 Sheet Number: E5 of 16 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A Mar 18x'2015 PBR BACK PANELS PANEL COVERAGE = 3'-0 COLOR = GALM PBR BACK PANELS PANEL COVERAGE = 3'-0 COLOR = GALM PBR BACK PANELS PANEL COVERAGE = 3'-0 COLOR = GALM 29'-0 rn rn rn HW456 01)0) C rn rn --- I I I I I HW455 I I I PARAPET BACK SHEETING AT ELEVATION "SWA" BLDG A 30'-0 HW456 a, rn rn rn w I I I I I I I I I M HW455 -- O I I 0 o I � I I E D CUT FROM 3'-9 PANELS AS REQUIRED 60'-0 .rto- •.,„ "* 0 0 0 .ia rr -av -'< <n r` HW456 T-- I N M M —HW455 I I CD o 1 0 � I I I I I I PARAPET BACK SHEETING AT ELEVATION "EWB" BLDG A PARAPET BACK SHEETING AT ELEVATION "SWC" BLDG A FIELD CUT FROM 3'-9 PANELS AS REQUIRED 80'-0 30'-0 HW456rn rn rn rn 0) 1::=--n HW455 � h h i� 29'-0 HW456 rn rn rn °' I I I I I I I I I I HW455 I I a r HW456 PBR BACK PANELS r u� -+- L -F I I I M N N N— i7 i� — i� M in h HW455 PANEL COVERAGE = 3'-0 COLOR = GALM - I O I N 0l I I I I I I I PARAPET BACK SHEETING AT ELEVATION "EWD" BLDG A 11 0 0 O c 0 0 o E o C o Vj C Z a L O vi N O �O00 O 3 c y U W U o -J (:Y) 1 rn= o 0w¢ Z Z U y u U W O .� YmUa n� UN2 W Cr o 0 r^� U v J � �U oU o� 40 O l° Q4l O p `� y� �z Q M W (j > OrnQ U v a�mm Li c > Z ¢ = O Q L OO U U) III o w N (0 ¢ Z 3 U>cMDOQ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer. EML rnisn mber. 14—B-71197-1 Number: E8 of 16 gineer whose seal s hereon is an employee e manufacturer for the ials described herein. Said r certification is limited products designed and actured by manufacturer he undersigned engineer is e overall engineer of record for this project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A M Mar lfV2015 AUTHORIZATION FOR CORRECTIVE WORK UNLOADING, HANDLING, AND STORING MATERIALS ROOF AND WALL PANELS DAMAGE DURING CONSTRUCTION FIELD SERVICE PROCEDURES IN ORDER TO GIVE YOU PROMPT SERVICES AND KEEP PROBLEMS TO A MINIMUM, PLEASE NORMAL ERECTION OPERATIONS INCLUDE THE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, CHIPPING, WELDING OR CUTTING AND THE DRAWING OF ELEMENTS INTO STRUCTURAL - A GREAT AMOUNT OF TIME AND TROUBLE CAN BE SAVED IF THE BUILDING PARTS ARE UNLOADED AT THE BUILDING SITE ACCORDING TO A PRE -ARRANGED PLAN. MANUFACTURER'S WALL AND ROOF PANELS INCLUDING COLOR COATED, GALVALUME & GALVANIZED, PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL THE QUALITY OF WORKMANSHIP IN STEEL ERECTION, CONSTRUCTION PRACTICES, AND HANDLING METHODS USED DURING THE CONSTRUCTION OF THE METAL BUILDING CAN m� AFFECT THE APPEARANCE AND PERFORMANCE OF THE BUILDING HANDLE ANY SHORTAGES OR BACK CHARGES IN TFIE FOLLOWING MANNER. CAREFULLY CHECK MARK ANY ITEMS, WHICH APPEAR TO BE MISSING AND PACKING LIST WHILE UNLOADING.PANEL LINE THROUGH THE USE OF DRIFT PINS. ERRORS WHICH CANNOT BE CORRECTED BY THE PROPER LOCATION AND HANDLING OF COMPONENTS 'MEL ELIMINATE UNNECESSARY HANDLING. UNLOADING &ERECTION PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE QUALITY MERCHANDISE, WHICH MERITS CAUTIOUS CARE IN HANDLING. SIGNIFICANTLY DAMAGE DURING CONSTRUCTION CAN BE THE RESULT OF FAULTY INSTALLATION YOUR NOTIFY THE FIELD SERVICE DEPARTMENT AT THE NUMBER SHOWN IN THE TITLEBLOCK AS SOON FOREGOING MEANS OR WHICH REQUIRE MAJOR CHANGES IN THE MEMBER CONFIGURATION SHOULD BE REPORTED IMMEDIATELY TO THE OWNER AND FABRICATOR BY THE ERECTOR, TO NOTE: PIECE MARKS ARE STENCILED ON PRIMARY STRUCTURAL MEMBERS AT LOWER METHODS AND/OR CARCLESSNESS, AS POSSIBLE. CALLING SOMEONE ELSE COULD DELAY THE PROPER RESPONSE. ENABLE WHOEVER IS RESPONSIBLE EITHER TO CORRECT THE ERROR OR TO APPROVE THE MOST END, V-0" FROM END. INSPECT ALL SHIPMENTS PRIOR TO RELEASING THE TIE -DOWNS UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF SHEETS SHOULD BE LIFTED OFF THE TRUCK WITH EXTREME CARE TAKEN TO INSURE THAT NO OVERDRIVEN FASTENERS CAUSE INDENTATIONS OR SHALLOW POCKETS IN THE PANEL AROUND SHORT MATERIALS- IMMEDIATELY UPON DELIVERY OF MATERIAL, QUANTITIES ARE TO BE EFFICIENT AND ECONOMICAL METHOD OF CORRECTION TO BE USED BY OTHERS. (AISC 303-10, FOR LOADS THAT MAY HAVE SHIFTED DURING TRANSIT! DAMAGE OCCURS ENDS THE SHEETS OR TO SIDE RIBS. THE PACKAGES SHOULD BE i THE FASTENER HEAD. RAIN WATER CONDENSED MOISTURE COMBINED WITH ATMOSPHERIC AGAINST QUANTITIES THAT ARE BILLED ON THE SHIPPING VERIFIED BY THE CUSTOMERi DOCUMENT. NEITHER THE MANUFACTURER NOR THE CARRIER IS RESPONSIBLE FOR THE SECTION 7.14) (MAR O5 SECTION 7.14) IF THE ERROR IS THE FAULT OF THE MANUFACTURER, AN "AUTHORIZATION FOR CORRECTIVE WORK" MUST BE ISSUED IN WRITING BY THE REMEMBER, SAFETY FIRST. AND RAFTERS PROTECTS THE SPLICE PLATES AND THE SLAB STORED OFF THE GROUND SUFFICIENTLY HIGH TO ALLOW AIR CIRCULATION UNDERNEATH THE GR U PACKAGES. THIS AVOIDS GROUND MOISTURE &DETERS PEOPLE FROM WALKING ON THE POLLUTANTS (PRINCIPALLY SULFUR DIOXIDES) AND DIRT PARTICLES COLLECT IN THESE DI POCKETS. THE COMBINATION OF POLLUTANTS AND WATER CREATES ACID SOLUTIONS THAT MAY WASH SOME SUCH MATERIAL SHORTAGES AGAINST THE QUANTITIES BILLED ON SHIPPING DOCUMENT IFS SHORTAGES ARE NOT NOTED ON SHIPPING DOCUMENTS WHEN THE MATERIAL IS DELI VEERED MANUFACTURER TO AUTHORIZE THE CORRECTIVE WORK AT A COST NOT TO EXCEED THE MAXIMUM TOTAL COST SET FORTH. ALTERNATIVE CO RK TIA WORK OTHER THAN THAT c BLOCKING UNDER THE COLUMNS FROM DAMAGE DURING THE UNLOADING PROCESS. IT ALSO FACILITATES THE PLACING OF SLINGS OR CABLES AROUND THE MEMBERS FOR LATER LIFTING AND ALLOWS MEMBERS TO BE PACKAGES. ONE END OF THE PACKAGE SHOULD ALWAYS BE ELEVATED TO ENCOURAGE DRAINAGE IN CASE OF RAIN. THE MPGR EXERCISES EXTREME CAUTION DURING FABRICATING WILL CAUSE CORROSION DAMAGE TO THE PANEL AND FASTENER. RAIN POLLUTANTS AWAY, BUT MOISTURE IN THE FORM OF HIGH HUMIDITY CAN KEEP THESE AREA WET AND CONTINUE THE PROBLEM. OVERDRIVING THE FASTENER ALSO FORCES THE SEALING AND THEN ACKNOWLEDGED BY THE CARRIER'S AGENT. IF THE CARRIER IS THE MANUFACTURER, CLAIMS FOR SHORTAGES ARE TO BE MADE BY THE CUSTOMER TO THE COMMON CARRIER. IF PROPOSED IN THE "INITIAL CLAIM" MAY BE DIRECTED BY THE MANUFACTURER IN THEF "AUTHORIZATION OF CORRECTIVE WORK." ONLY THE FIELD SERVICE DEPARTMENT MAY U -ASSEMBLIES WHILE ON THE GROUND. EXTRA CARE SHOULD BOLTED TOGETHER INTO S B ALWAYS BE EXERCISED IN THE UNLOADING OPERATION TO PREVENT INJURIES FROM AND SHIPPING OPERATIONS TO INSURE THAT ALL PANEL STOCK IS KEPT DRY. HOWEVER, DUE TO CLIMATIC CONDITIONS, WATER FORMED BY CONDENSATION OF HUMID AIR CAN BECOME WASHER FROM UNDER THE FASTENER HEAD CREATING A LEAK AT THIS POINT. PROPER o ADJUSTMENT OF THE SCREW GUN OR PREFERABLY THE USE OF A DEPTH GAUGE A RIAL QUANTITIES RECEIVED ARE CORRECT ACCORDING TO THE QUANTITIES THAT ARE THE M TE Q BILLED ON THE SHIPPING DOCUMENTS, BUT ARE LESS THAN THE QUANTITIES ORDERED OR THE AUTHORIZE CORRECTIVE WORK. HANDLING THE STEEL AND TO PREVENT DAMAGE TO MATERIALS AND THE CONCRETE SLAB. IS ALLOWED TO REMAIN FOR EXTENDED PERIODS IN BUNDLES OF PRIMED PARTS TRAPPED BETWEEN STACKED SHEETS. WATER CAN ALSO BE TRAPPED BETWEEN THE STACKED SHEETS WHEN EXPOSED TO RAIN. THIS MAY CAUSE DISCOLORATION CAUSED BY TRAPPED TORQUE WILL ELIMINATE THE PROBLEM OF OVERDRIVEN FASTENERS. 4 QUANTITIES THAT ARE NECESSARY TO COMPLETE THE METAL BUILDING ACCORDING TO THE FINAL CLAIM - THE "FINAL CLAIM" IN WRITING MUST BE FORWARDED BY THE CUSTOMER TO IF WATER SUCH AS GIRTS, PURLINS, ETC., THE PIGMENT WILL FADE AND THE PAINT WILL GRADUALLY MOISTURE. THE STAIN IS USUALLY SUPERFICIAL &HAS LITTLE EFFECT ON THE APPEARANCE NOT PERMITTED TO REMAIN ON THE IT IS EXTREMELY IMPORTANT THAT ALL DRILL SHAVINGS FROM THE INSTALLATION OF PANEL ORDER DOCUMENTS, CLAIM IS TO 0 BE MADE OF THE MANUFACTURER. THE MANUFACTURER WITHIN TEN (10) DAYS OF COMPLETION OF THE CORRECTIVE WORK SOFTEN REDUCING ITS BOND TO THE STEEL. THEREFORE, UPON RECEIPT OF A JOB, ALL OR SERVICE LIFE OF THE PANELS AS LONG AS IT IS IN CONTACT WITH THE SURFACE OF THE PANELS OVER AN FASTENERS AND FILLINGS FROM THE SAW CUTTING OF PANELS BE REMOVED FROM THE DAMAGED OR DEFECTIVE MATERIAL - DAMAGED OR DEFECTIVE MATERIAL, REGARDLESS OF AUTHORIZED BY THE MANUFACTURER. BUNDLES OF PRIMED PARTS SHOULD BE STORED AT AN ANGLE TO ALLOW ANY TRAPPED WATER TO DRAIN AWAY AND PERMIT AIR CIRCULATION FOR DRYING. PUDDLES OF WATER PANELS. HOWEVER, MOISTURE EXTENDED PERIOD CAN SEVERELY ATTACK THE FINISH & REDUCE THE EFFECTIVE SERVICE LIFE. PANEL SURFACE. CORROSION CAN OCCUR IN A MATTER OF HOURS WHEN THESE SHAVINGS OR FILLINGS ARE NOT REMOVED AND ARE ALLOWED TO COME IN CONTACT WITH WATER OR THE DEGREE OF DAMAGE, MUST BE NOTED ON THE SHIPPING DOCUMENTS BY THE CUSTOMER THE "FINAL CLAIM" MUST INCLUDE: SHOULD NOT BE ALLOWED TO COLLECT AND REMAIN ON COLUMNS OR RAFTERS FOR THE SEE Rt -07 "DAMAGE FROM CONDENSATION OR TRAPPED WATER." CONDENSED MOISTURE. WHEN PANELS ARE PRE -DRILLED OR CUT IN THE STACK PRIOR TO AND ACKNOWLEDGED IN WRITING BY THE CARRIER'S AGENT. THE MANUFACTURER IS NOT RESPONSIBLE FOR MATERIAL DAMAGED IN UNLOADING OF PACKAGED OR NESTED MATERIALS, 1. ACTUAL NUMBER OF MAN-HOURS BY DATE OF DIRECT LABOR USE ON CORRECTIVE WORK AND ACTUAL HOURLY RATES OF PAY SAME REASON. THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR ONLY A CAUTION: CARE SHOULD ALWAYS BE TAKEN WHEN WALKING ON PANELS. USE SAFETY LINES ERECTION ALL SHAVINGS OR FILLINGS MUST BE CLEANED FROM BOTH SIDES OF THE PANEL. TO PREVENT CORROSION OF THE PANEL BY THESE PARTICLES IT IS IMPERATIVE THAT THE INCLUDING, BUT NOT LIMITED TO: FASTENERS, SHEET METAL, "C" & "Z" SECTIONS &COVERING PANELS THAT BECOME WET AND OR DAMAGED BY WATER WHILE IN THE POSSESSION OF / 2. TAXES AND INSURANCE ON TOTAL ACTUAL DIRECT LABOR. 3. OTHER DIRECT COSTS ON ACTUAL DIRECT LABOR. SHORT PERIOD OF EXPOSURE TO ORDINARY ATMOSPHERIC CONDITIONS. THE COAT OF SHOP PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEARANCE, OR THE DURABILITY AND AND NETS WHEN NECESSARY! PANELS ARE SLIPPERY. WIPE DRY ANY MOISTURE OR SURFACE MATERIAL THAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE. DEW, FROST, OR OTHER ROOF BE SWEPT CLEAN AT LEAST DAILY AND CERTAINLY AT JOB COMPLETION. THE FINAL CLEANING OF THE ROOF SHOULD BE DONE PRIOR TO INSTALLING THE GUTTER SO TH AT THE RS. PACKAGED OR NESTED MATERIAL THAT BECOMES WET IN TRANSIT MUST BE OTHERS. UNPACKED, UNSTACKED AND DRIED BY THE CUSTOMER. IF THE CARRIER IS THE 4. COST OF MATERIAL NOT MINOR SUPPLIES) AUTHORIZED BY THE MANUFACTURER TO BE PURCHASED FROM OTHER THAN THE MANUFACTURER, INCLUDING COPIES OF PAID INVOICES. CORROSION RESISTANCE OF A FIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER. FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS. ALWAYS ASSUME PANEL SURFACE IS SLIPPERY &ACT ACCORDINGLY. NEVER WALK OR STEP ON SHAVINGS ARE NOT DEPOSITED INTO THE GUTTER AND LEFT TO CORRODE. ANY OTHER FOREIGN OBJECTS OR DEBRIS LEFT BY CONSTRUCTION PERSONNEL SHOULD ALSO BE MANUFACTURER, THE CUSTOMER MUST MAKE CLAIM FOR DAMAGE DIRECTLY TO THE 5. TOTAL ACTUAL DIRECT COST OF CORRECTIVE WORK (SUM OF 1, 2, 3 & 4). THE "FINAL TOUCH-UP OF THESE MINOR ABRASIONS IS THE RESPONSIBILITY OF THE END CUSTOMER. ALL SKYLIGHTS OR TRANSLUCENT PANELS! REMOVED FROM THE ROOF. DURING THE ERECTION OF THE ROOF AND THE INSTALLATION OF CARRIER IS A COMMON CARRIER, THE CUSTOMER MUST MAKE THE MANUFACTURER. IF THE CA CLAIM FOR DAMAGE TO THE COMMON CARRIER. THE MANUFACTURER IS NOT LIABLE FOR ANY CLAIM" MUST BE SIGNED AND CERTIFIED TRUE AND CORRECT DY THE CUSTOMER. °FINAL IN AN AMOUNT NOT TO PRIMER SHOULD BE TOUCHED UP AS REQUIRED BEFORE ERECTION! -SEE R1 -O6 TITLED "SHOP PRIMED STEEL" USE WOOD BLOCKING TO ELEVATE & SLOPE THE PANELS IN A MANNER THAT WILL ALLOW' EQUIPMENT SUCH AS AIR CONDITIONING UNITS, ETC... ° NOT LIMITED TO LABOR CHARGES OF CONSEQUENTIAL CLAIM WHATSOEVER INCLUDING, BUT N CLAIMS" ARE CREDITED TO THE CUSTOMER BY THE MANUFACTURER EXCEED THE LESSER OF THE MAXIMUM TOTAL COST SET FORTH IN WRITING IN THE MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. WHEN HANDLING OR UNCRATING THE PANELS, LIFT RATHER THAN SLIDE PERSONNEL WALKING ON THE PANELS CAN CAUSE DAMAGE. WORKMEN SHOULD STEP OR WALK IN THE BROAD FLAT AREAS OF THE PANEL AND AVOID STEPPING ON THE PANEL ENDS DAMAGES RESULTING FROM THE CUSTOMER'S USE OF DAMAGED OF DEFECTIVE MATERIALS THAT "AUTHORIZATION FOR CORRECTIVE WORK" OR TOTAL ACTUAL DIRECT COST OF CORRECTIVE TEMPORARY SUPPORTS THEM APART. BURRED EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SLID AND EDGES WHICH CAN BE BENT BY CARELESS HANDLING. IF THIS DAMAGE IS SEVERE, THE CAN BE DETECTED BY VISUAL INSPECTION. WORK. OVER ONE ANOTHER, NEVER ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. EDGES MUST BE STRAIGHTENED PRIOR TO ERECTION SINCE THE APPEARANCE AND/OR o OIL CANNING IS NOT CAUSE FOR REJECTION IMPORTANT NOTE" - COST OF EQUIPMENT (RENTAL OR DEPRECIATION), SMALL TOOLS, TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND WEATHER TIGHCAN CUT OF THE PANEL COULD BE AFFECTED. DRAGGING ONE PANEL ACROSS n ANOTHER CAN CUT OR ABRADE THE COATING CAUSING UNSIGHTLY MARKS ON THE PANEL EXCESSIVE MATERIAL -THE MANUFACTURER RESERVES THE RIGHT TO RECOVER ANY SUPERVISION, OVERHEAD AND PROFIT ARE NOT SUBJECTED TO CLAIMS. FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS MLL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS SURFACE. MATERIAL DELIVERED IN EXCESS OR THOSE REQUIRED BY THE ORDER DOCUMENTS. SHIPMENT ARRIVAL TIME - EVERY EFFORT WILL BE MADE TO SEE THAT THE CARRIER COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING ATTEMPTS ERECT PANELS DURING CONDITIONS SHOULD BE AVOIDED TO PREVENT o c� INITIAL CLAIM - IN THE EVENT OF ERROR, THE CUSTOMER MUST PROMPTLY MAKE A WRITTEN ARRIVES AT THE JOBSITE ON THE REQUESTED DAY AND AT THE REQUESTED HOUR. MANUFACTURER MAKES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY FOR COSTS FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE INDY D DAMAGE AND FOR SAFETY CONSIDERATIONS. o h N o � OR VERBAL "INITIAL CLAIM" TO THE MANUFACTURER FOR THE CORRECTION OF DESIGN, ASSOCIATED WITH A SHIPMENT NOT ARRIVING AT A REQUESTED TIME UNLESS A SEPARATE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF DRAINAGE Q LEAVING DIRT PILED AGAINST THE EXTERIOR WALL PANELS AT THE FOUNDATION WLL CAUSE � � o N N E DRAFTING, BILL OF MATERIALS OF FABRICATION ERROR. IM "INITIAL CLAIM" INCLUDES: "INITIAL AGREEMENT HAS BEEN MADE IN WRITING FOR A GUARANTEED ARRIVAL TIME. STANDARD PRACTICE, 9TH ED.). u PANEL DAMAGE. THIS DIRT MAY BE WET OR AT LEAST WILL CONTAIN SOME MOISTURE. MUD MAY HAVE BEEN SPLASHED ONTO THE WALL DURING CONSTRUCTION. CORROSION DAMAGE N �0 0 THE 1. ON THE NATURE AND EXTENT OF THE ERRORS,INCLUDING QUANTITIES. AND EXTENT OF PROPOSED CORRECTIVE WORK INCLUDING ELEVATE MAY OCCUR WHERE THIS DIRT OR MUD CONTACTS THE PANELS. IN AREAS WHERE LIME g 2 o REQUIRED, CORROSION DAMAGE FROM THE SOIL'S CONTENT 2. DESCRIPTION OF THE NATURE ESTIMATED MAN-HOURS. STABILIZATION OF THE SOIL IS WILL BE ACCELERATED AND MOST LIKELY BE SEVERE ALL DIRT MUST BE REMOVED FROM ro '5 o w I 3. MATERIAL TO BE PURCHASED FROM OTHER THAN THE MANUFACTURER, INCLUDING THE PANEL WALLS AT THE COMPLETION OF THE WORK. PRE -PAINTED PANELS MAY REQUIRE a� o 0 o w c ESTIMATED QUANTITIES AND COST. TOUCH-UP IF THE COATING HAS BEEN DAMAGED DURING HANDLING OR ERECTION. j j 48 > CA 0 U W 4. MAXIMUM TOTAL COST OF PROPOSED CORRECTIVE WORK AND MATERIAL TO BE PURCHASED FROM OTHER THAN THE MANUFACTURER. THE APPEARANCE OF THE BLDG. MAY BE AFFECTED IF DAMAGED SPOTS OR SCRATCHES ARE U a J Q J o 0 60 L LOCATED IN HIGHLY VISIBLE PLACES SUCH AS AROUND DOORS, WINDOWS, ETC... IF THE o � w _ ❑ DAMAGE IS EXTENSIVE THEN REPLACEMENT OF THE ENTIRE PANEL SHOULD BE CONSIDERED. Z ? F v q, w O Y c (n o 0 R1 -03 R 1-04 R 1-05 v>>, Eo cn R 1-01 R 1-02 DAMAGE FROM CONDENSATION OR TRAPPED WATER SAFETY COMMITMENT ROOF MAINTENANCE GUIDELINES °� TYPES OF FINISHES IT IS EXTREMELY IMPORTANT THAT THE PANELS BE MONITORED FOR EVIDENCE OF TRAPPED THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR APPLYING AND OBSERVING ALL PERTINENT *INSPECT ROOF FOR DAMAGE AFTER HEAVY STORMS. * INSPECT AND RESEAL AS NECESSARY ALL ROOF CURBS AND OTHER PENETRATIONS WITH M c N �`2 �2 SHOP PRIMED STEEL ALL STRUCTURAL MEMBERS OF THE METAL BUILDING SYSTEM NOT FABRICATED OF WATER OR MOISTURE CONDENSATION WHILE AWAITING ERECTION. HIGH HUMIDITY CONDITIONS WITH TEMPERATURE CYCLING WILL CAUSE CONDENSATION BETWEEN THE PANELS WITHIN THE SAFETY RULES AND OSHA STANDARDS AS APPLICABLE. THE BUILDING MANUFACTURER HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING JOB URETHANE SEALANT. *ALWAYS MANUFACTURER APPROVAL BEFORE MAKING ANY MODIFICATIONS TO THE QQ a o ❑ ❑ CORROSION RESISTANT MATERIAL OR PROTECTED BY A CORROSION RESISTANT COATING ARE BUNDLE. CONDENSATION CAN OCCUR FREQUENTLY NEAR THE SEA COAST OR OTHER LARGE COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND GFT OU PAINTED WITH ONE COAT OF SHOP PRIMER MEETING THE PERFORMANCE REQUIREMENTS OF BODIES OF WATER. SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF THE BUILDING ROOF. *REPAINT ANY AREAS THAT ARE SUSCEPTIBLE TO RUST AS REQUIRED. U z M w 43 SSPC PAINT SPECIFICATION NO. 15. THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR ONLY A SHORT PERIOD OF EXPOSURE TO ORDINARY ATMOSPHERIC IF JOBSITE COVERS ARE USED, THEY SHOULD BE TIED AWAY FROM THE BUNDLE AT THE MANUFACTURER. IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION *WHEN PERFORMING ROOF MAINTENANCE, ALWAYS TAKE THE FOLLOWING PRECAUTIONS: * USE FALL PROTECTION AND OTHER SAFETY EQUIPMENT AS REQUIRED. rQ` Z a- > ° 04 V c > Z ¢ _ ° CONDITIONS. SHOP PRIMED STEEL WHICH IS STORED IN THE FIELD PENDING ERECTION SHOULD BE KEPT FREE OF THE GROUND AND SO POSITIONED AS TO MINIMIZE WATER -HOLDING CORNERS TO ALLOW AIR CIRCULATION AROUND THE BUNDLE. THIS WILL HELP PREVENT MOISTURE EVAPORATING FROM THE GROUND OR BUILDING FLOOR FROM CONDENSING ON THE PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, WHETHER STANDARD * DO NOT WALK ON ROOF FLASHINGS SUCH AS GUTTER, RAKE, HIP OR RIDGE Q o0 o 0 p ° POCKETS, DUST, MUD AND OTHER CONTAMINATION OF THE PRIMER FILM. REPAIRS OF PANELS. PLASTIC OR OTHER IMPERMEABLE COVERS ARE NOT RECOMMENDED. IMMEDIATE STATUTORY OR CUSTOMARY, SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER FLASH. * DO NOT WALK ON LIGHT TRANSMITTING PANELS (ETPs). THEY WILL NOT z c ° w R a z 3 IUI DAMAGE TO PRIMED SURFACES AND/OR REMOVAL OF FOREIGN MATERIAL DUE TO IMPROPER FIELD STORAGE OR SITE CONDITIONS ARE NOT THE RESPONSIBILITY OF THE MANUFACTURER. ACTION IS REQUIRED IF THE PANELS ARE FOUND TO BE WET FROM ANY CAUSE. THE BUNDLES MUST BE OPENED AND EACH PANEL UNSTACKED AND THOROUGHLY DRIED ON BOTH SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING SUPPORT A PERSON'S WEIGHT. En Ui O J H ' M ~ o U > co O THE MANUFACTURER IS NOT RESPONSIBLE FOR DETERIORATION OF THE SHOP COAT OF PRIMER OR CORROSION THAT MAY RESULT FROM EXPOSURE TO ATMOSPHERIC AND SIDES. RE -STACKING THE PANELS AT A SLIGHT ANGLE TO EACH OTHER TO PREVENT NESTING WILL ALLOW AIR CIRCULATION AND ASSIST IN KEEPING THE PANELS DRY. IN SEVERE A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD *GUARD ALL LTPS AND ROOF OPENINGS. * gip ONLY IN THE PANEL FLAT DIRECTLY ON OR IN CLOSE PROXIMITY TO A SUPPORTING S A Scale: NOT TO SCALE ENVIRONMENTAL CONDITIONS, NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED TO THE SHOP COAT (INCLUDING GALVANIZING) CAUSED BY CONDITIONS LARGE FANS CAN BE USED TO CIRCULATE AIR BETWEEN THE UNSTACKED PANELS AND ACCELERATE DRYING. DAMAGE TO THE PANEL COATING OCCURS WHEN PANELS BECOME HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. ROOF STRUCTURAL. * AFTER OTHER TRADES HAVE BEEN ON THE ROOF FOR ANY REASON. INSPECT THE ROOF SCRATCHES Drown by. DCJ 3/17/15 COATING. MINOR ABRASIONS HANDLING, LOADING, SHIPPING UNLOADING AND ERECTION AFTER PAINTING OR GALVANIZING WET AND ARE ALLOWED TO STAY WET. DAMAGE CAN OCCUR TO NESTED PANELS WITHIN SHOWS AS CORROSION AND DISCOLORATION OF THE PANEL FOR PURPOSES OF DETERMINING LIFT REQUIREMENTS, NO BUNDLE SUPPLIED BY THE MANUFACTURER WILL EXCEED 4,000 POUNDS. FOR FURTHER INFORMATION ALSO REFERENCE FOR DAMAGE CAUSED BY WORKERS INCLUDING CHEMICAL OR SOLVENT SPILLS, IN THE PAINT OR GALVALUME R COATING, EXCESSIVE FOOT TRAFFIC AND PUNCTURES. Checked by. MAW 3/17/15 ARE UNAVOIDABLE. (MBMA 06 IV 4.2.4) 24-48 HOURS. THIS DAMAGE SURFACE AND IS COMMONLY CALLED WET STORAGE STAIN, ZINC OXIDATION, OR "WHITE THE BILL OF MATERIALS FOR INDIVIDUAL MEMBER WEIGHTS OF OTHER STRUCTURAL MEMBERS. IF ADDITIONAL INFORMATION IS REQUIRED CONTACT THE FIELD SERVICE DEPARTMENT. MAKE SURE THAT ANY DEBRIS OR SCRAP LEFT BEHIND BY THE WORKERS IS REMOVED FROM THE ROOF IMMEDIATELY. AVOID USING CUTOFF SAWS AND WELDING EQUIPMENT OVER Project Engineer. GALVALUME GALVALUME IS THE TRADE NAME FOR A PATENTED STEEL SHEET &COIL PRODUCT HAVING A RUST". THE ROOF. IN CASES WHERE THIS IS NOT POSSIBLE, THE ROOF MUST ADEQUATELY Job Number: 14-B-71197-1 COATING OF CORROSION RESISTANT ALUMINUM -ZINC ALLOY. THE ALLOY MIXTURE IS BALANCED TO OBTAIN THE COATING THAT RETAINS THE CORROSION RESISTANCE & HEAT ICE AND SNOW REMOVAL EXCESSIVE ICE AND SNOW SHOULD BE REMOVED FROM ROOF IMMEDIATELY TO PREVENT PROTECTED. Sheet Number: R1 of 15 REFLECTIVITY OF ALUMINUM & THE SACRIFICAL ACTION OF GALVANIZED. THE BEST OF BOTH ALUMINUM & ZINC ARE COMBINED IN THIS COATING & OFFER ADDED DAMAGE TO ROOF AND POSSIBLE COLLAPSE. DO NOT USE METAL TOOLS TO REMOVE THE ICE OR SNOW AS THIS CAN DAMAGE THE PAINT AND/OR GALVALUME COATINGS. ALSO, BE FOOT TRAFFIC KEEP FOOT TRAFFIC TO A MINIMUM. HEAVY FOOT TRAFFIC CAN CAUSE PONDING ON LOW AT The engineer whose seal PROPERTIES SERVICE LIFE FOR BUILDING PANELS. TARP CAREFUL AROUND PLUMBING PIPES AND FLASHINGS. BE EXTREMELY CAREFUL IF YOUR ROOF HAS LIGHT TRANSMITTING PANELS. THESE PANELS PITCHED ROOFS. THIS IS PARTICULARLY TRUE JUST UPSLOPE FROM THE EAVE AND ENDLAPS. ALWAYS WALK IN THE FLAT OF THE PANEL NEAR A SUPPORTING ROOF appears hereon is rr employee for the manufact for the PRE -PAINTED STEEL AS A SUBSTRATE, PRE -PAINTED STEEL IS GIVEN AN ADDITIONAL WILL NOT SUPPORT A PERSON'S WEIGHT AND WILL BE DIFFICULT OR IMPOSSIBLE TO SEE IF THEY ARE COVERED WITH ICE AND SNOW. SEE 2002 MBMA LOW-RISE BUILDING SYSTEMS STRUCTURAL. DO NOT WALK ON TRIM OR IN GUTTERS. ON BARE GALVALUME® ROOFS, EXCESSIVE FOOT TRAFFIC MAY CAUSE BLACK BURNISH MARKS. IF REGULAR FOOT TRAFFIC AND materials described herein. Said seal or certification limited USING GALVALUME RUST INHIBITOR PRIMER COAT. THIS PRIMER COAT FURTHER INCREASES THE CORROSION THESE COATINGS ARE APPLIED TO THE EXTERIOR SURFACE OF THE PANELS MANUAL APPENDIX A8 FOR DETAILS ON SNOW REMOVAL PROCEDURES. THESE PROCEDURES SHOULD COMMENCE WHEN HALF OF THE DESIGN ROOF SNOW LOAD SHOWN ON THIS SHEET IS IS PLANNED FOR A ROOF, PROVISIONS SHOULD BE MADE FOR A PROPERLY DESIGNED INSTALLED ROOF WALKWAY SYSTEM. IN ORDER TO LIMIT ACCESS TO THE ROOF, ROOF BE to the products designed and g manufactured by manufacturer RESISTANCE. AND THE WASH COAT, DESIGNED ONLY FOR INTERIOR USE, IS APPLIED ON THE OPPOSITE AND PRE -PAINTED STEEL CAN GIVE EXCELLENT SERVICE FOR MANY YEARS AIR CIRCULATION REALIZED. HATCHES OR ACCESS LADDERS SHOULD BE LOCKED AT ALL TIMES. A SIGN SHOULD POSTED AT THE POINT OF ACCESS, STATING THAT ONLY AUTHORIZED PERSONNEL ARE VISITS TO only.The undersigned engineer is not the overall engineer of SIDE. GALVALUME IF A FEW RULES CONCERNING THEIR CARE AND MAINTENANCE ARE OBSERVED. ALL OF THESE DEBRIS REMOVAL ALLOWED ONTO THE ROOF. IN ADDITION, A LOG BOOK SHOULD BE KEPT OF ALL THE ROOF AND THE REASON FOR SUCH VISITS. record for this project. WH FINISHES ARE EQUALLY SUBJECT TO DAMAGE AND CORROSION EN CARE IS NOT PROVIDED. FOREIGN DEBRIS SUCH AS SAWDUST, DIRT, LEAVES, ANIMAL DROPPINGS, ETC. WILL CAUSE PAINT AND COATING MAINTENANCE A SOFTENING OF THE PAINT FILM CAN OCCUR WITH PRE -PAINTED STEEL UNDER WET STORAGEANY CONDITIONS AND THE DURABILITY OF THE PANEL FINISH SUBSTANTIALLY DECREASED. BARE CORROSION OF THE ROOF, GUTTERS, TRIM, ETC. IF LEFT ON BUILDING SURFACE FOR A LONG ENOUGH TIME. THE ROOF SHOULD BE PERIODICALLY INSPECTED FOR SUCH CONDITIONS AND IF DISSIMILAR METALS WATER RUNOFF FROM, ANY ARKS FROM BARE GALVALUME R FORMULA 409 HAS PROVEN TO BE M O GALVANIZED AND GALVALUME PANELS REACT MORE QUICKLY TO SURFACE OXIDATION SINCE THEY LACK THE ADDITIONAL PROTECTION OF PAINT. ZINC COATED OR GALVALUME PANELS FOUND, THEY SHOULD BE RECTIFIED IN A MANNER CONSISTENT WITH THESE ROOF GUIDELINES. NEVER ALLOW TREATED LUMBER OR CONCRETE/MORTAR/GROUT TO NEVER ALLOW YOUR ROOF TO COME IN CONTACT WITH, OR DISSIMILAR METAL INCLUDING BUT NOT LIMITED TO: COPPER, LEAD OR GRAPHITE. THIS USED IN DRCE3A ENCE3A REMOVE SMUDGE . SOMEWHAT EFFECTIVE. LIGHTLY RUB WITH A CLEAN CLOTH AND RINSE WITH WATER. DO NOT UNDER NORMAL EXPOSURE FORM A ZINC OR ALUMINUM OXIDE FILM ON THEIR SURFACE MAINTENANCE COME IN CONTACT WITH ROOF PANELS, ESPECIALLY GALVALUME(E), FOR EXTENDED PERIODS INCLUDES COPPER AND ARSENIC SALTS USED IN TREATED LUMBER, CALCIUM RUB MORE THAN REQUIRED TO REMOVE SMUDGE. NO PRODUCT WILL REMOVE ALL SMUDGE ALLOWING A SLOW OXIDATION PROCESS CALLED "WEATHERING" TO OCCUR THAT INHIBITS OF TIME. CONCRETE, MORTAR AND GROUT. MARKS. REMOVE RUST STAINS. SOFT SCRUB WITHOUT BLEACH HAS PROVEN TO BE FURTHER CORROSION. IN NESTED BUNDLES CONSTANT CONTACT OF THE PANELS WITH SOMEWHAT EFFECTIVE. LIGHTLY RUB WITH A SOFT CLOTH AND RINSE WITH WATER. DO NOT CONDENSED OR TRAPPED WATER PREVENTS THIS WEATHERING PROCESS. PERIODIC INSPECTION RUB MORE THAN REQUIRED TO REMOVE STAIN. NO PRODUCT WILL COMPLETELY REMOVE RUST STAINS. TO TOUCH-UP SCRATCHES IN PAINT (NOT TO BARE METAL), CLEAN AREA TO BE RAPID OXIDATION OF THE ZINC OR ZINC ALUMINUM COATING CAN NOW OCCUR AND MAY LEAD ALL HIGH-STRENGTH BOLTS SHALL BE PERIODICALLY INSPECTED FOR TIGHTNESS, PARTICULARLY IN CRANE BUILDINGS AND AFTER ANY SEISMIC ACTIVITY OR WIND ACTIVITY. PAINTED WITH MILD DETERGENT. RINSE THOROUGHLY AND DRY. USING A SMALL ARTIST'S TO "RED RUST" IN A SHORT TIME. IF DISCOLORATION OR STAINS ARE MINOR, A HOUSEHOLD THE CRANE MANUFACTURER WILL SPECIFY A MINIMUM PERIOD BUT IT SHOULD NOT EXCEED 2 BRUSH, LIGHTLY APPLY THE MINIMAL AMOUNT OF COLOR MATCHED TOUCH-UP PAINT FOR CLEANER OF THE TYPE USED ON PORCELAIN SINKS AND BATHTUBS MAY BE USED TO REMOVE WIRE BRUSHING OR USING ABRASIVE MATERIALS SHOULD BE AVOIDED SINCE YEARS. REQUIRED TO FILL/COVER THE SCRATCH. CONTACT BUILDING MANUFACTURER ASSISTANCE WITH ORDERING/PURCHASING TOUCH-UP PAINT AS NEEDED. THE STAINS. OR REMOVAL OCCUR. WITH SIGNIFICANT SCRATCHINGAGE E COATING DRAINAGE DRAINAGE LAOF BUYERULDFOERECTION. * KEEP ROOF FREE OF DEBRIS AND KEEP DEBRIS OUT OF GUTTER TO ALLOW WATER TO QUICKLY DRAIN FROM ROOF. * DO NOT USE WOOD BLOCKING TO HOLD EQUIPMENT OFF OF PANEL SEAMS. THIS BLOCKS THE FLOW OF WATER AND HOLDS MOISTURE. * DO NOT ALLOW ROOFTOP AC UNITS OR EVAPORATIVE COOLERS TO DRAIN ONTO THE ROOF. * ANYTHING THAT TRAPS OR HOLDS MOISTURE ON A ROOF WILL CAUSE PREMATURE CORROSION. R 1-08 R 1-09 R 1-06 R 1-07 Page R1 Erection Guide Date Reb. Ma '14 05 BUILDING ANCHORAGE 0F' Specified Column Centerline Steel Line I (t3mm) t1/4" r—� (t6mm) I I f1/8° I (t3mm) I I TRANSIT ±1 8" 1. To determine that the foundation is square, measure diagonal dimensions to be (t3mm) sure they are of equal length. ANCHOR ROD SETTING TOLERANCES 2. To determine that the foundation is level, set up a transit or level and use a level rod to obtain the elevation at all columns. 3. Carefully check the location of all anchor rods against the Anchor Rod Setting Plan furnished by the Manufacturer. All dimensions must be identical to assure a proper start-up. AISC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS 7.5.1. Anchor rods, foundation bolts and other embedded items shall be set by the owner's designated representative for construction in accordance with embedment drawings that have been approved by the owner's designated representatives for design and construction. The variation in location of these items from the dimensions shown in the embedment drawings shall be as follows: (a) The variation in dimension between the centers of any two anchor rods within an anchor–rod group shall be equal to or less than 1/8 in. [3 mm]. (b) The variation in dimension between the centers of adjacent anchor–rod groups shall be equal to or less than 1/4 in. [6 mm]. (c) The variation in elevation of the tops of anchor rods shall be equal to or less than plus or minus 1/2 in. [13 mm]. (d) The accumulated variation in dimension between centers of the anchor–rod groups along the column line through multiple anchor–rod groups shall be equal to or less than 1/4 in. per 100 ft [2 mm per 10000 mm], but not to exceed a total of 1 in. [25 mm] (e) The variation in dimension from center of any anchor–rod group to the column line through that group shall be equal to or less than 1/4 in. [6 mm]. The tolerances that are specified in (b), (c) and (d) shall apply to offset dimensions shown in the structural design drawings, measured parallel and perpendicular to the nearest column line, for individual columns that are shown in the structural design drawings as offset from column lines. 7.5.2. Unless otherwise specified in the contract documents, anchor rods shall be set with their longitudinal axis perpendicular to the theoretical bearing surface. 7.5.3. Embedded items and connection materials that are part of the work of other trades, but that will receive structural steel, shall be located and set by the owner's designated representative for construction in accordance with an approved embedment drawing. The variation in location of these items shall be limited to a magnitude that is consistent with the tolerances that are specified in Section 7.13 for the erection of the structural steel. 7.5.4. All work performed by the owner's designated representative for construction shall be completed so as not to delay or interfere with the work of the fabricator and the erector. The owner's designated representative for construction shall conduct a survey of the as–built locations of anchor rods, foundation bolts and other embedded items, and shall verify that all items covered in Section 7.5 meet the corresponding tolerances. When corrective action is necessary, the owners designated representative for construction shall obtain the guidance and approval of the owner's designated representative for design. It is extremely important that anchor bolts be placed accurately in accordance with the Anchor Rod Setting Plan. All anchor rods should be held in place with a template or similar means, so that they will remain plumb and in correct location during placing of the concrete. A final check should be made after the completion of the concrete work and prior to the steel installation. This will allow any necessary corrections to be made before the costly installation labor and equipment arrives. STEEL LINE STEEL LINE TEMPLATE STAKE SHEETING NOTCH B E FORM BOARD D FORM / � /1 7 TEMPLATE BOARD ANCHOR RODS C • A J A j .. C --- - PROJECTION OF ANCHOR RODS "D" B E , f GIVEN ON ANCHOR ROD PLAN. SHEETING NOTCH SHOWN DIMENSIONS A, B, AND C AS GIVEN BUT MAY NOT BE REQUIRED (SEE ANCHOR ROD PLAN) ON ANCHOR BOLT PLAN Bottom of Base Plate I ILL -1-L.* t 1/2" 1 /8" t13mm) t (t3mm) 1 Base of Steel *Variation in Elevation to the Tops of Anchor Rods BASE PLATE AND ANCHOR ROD TOLERANCES FIELD TOLERANCES COLUMN ALIGNMENT TOLERANCES Erection Guide Dote R2 R,�. Oct'14 64 MEZZANINE BEAM HEIGHT TOLERANCE SIDEWALL t 1 1 500 500 500 I I I I I J I J 3 � 0 z I I I z w ( w I I I 500 500 500 I 1 1 1 SIDEWALL PLAN VIEW ALIGNMENT TOLERANCE FOR MEMBERS WITH FIELD SPLICES Down Hill En- d�oP 4" Ma Roof Panel 6" Min. ROOF CURBS (When not Supplied by Building Manufacturer) Curb Base Length OT Purlin Line J Indicates Roof Panel Support location A Indicates Curb Base Support location 12" Min =1 a v Panel Rib Floating Panel Support Profile c 3 0 om a v 5 Up Lift Plate Curb Base 00 = (If Required) U O El U 2 N U 2 V¢ Section "A" (Insulation when specified) The curb details shown illustrate the building manufacturers recomended curb style and installation method. It is the erector / installer's responsibility to provide the proper curb style and install them in accordance with the procedures established by these details. Failure by the erector / installer to follow these recommendations may result in the curbs damaging the roof system or excluded from warranties. All roof curbs to be: 1. .080 Aluminum or 18ga. Stainless (No Golvalume/No Galvanized) 2. Panel rib to rib installation (No flat skirt or lay–over Curbs) 3. Installed over low end / under high end application for water flow at panel splice 4. Up lift prevention for clip applied roof systems are required if: a. Wind load exceeds 110 mph or b. Curb base crosses a purlin 5. Supported on (4) four side by primary or secondary framing 6. Max Single Curb weight Recommend = 1500# SUGGESTED METHOD OF PURLIN ATTACHMENT (FOR BLDG ACCESSORIES) PURLIN ANGLE (W/ 2 SELF -DRILLERS** HANGER ROD** SUGGESTED METHODS ** (Not by Metal Bldg Manufacturer) An angle is self—tapped to the web of the purlin to catch hanger rod. This method does not preclude other forms of attachment to the purlin web. The total hanger load shall not exceed the design collateral load for the building. A sample calculation is shown below: 5' (purlin spacing) x 5' (hanger spacing) x 6 psf (collateral load) = 150 lbs. See cover sheet for design collateral load for this building. Note: If this building is designed for 0 psf collateral load, then adding any suspended system (ie. duct work, piping, lights, ceilings, etc.) will correspondingly reduce the design live load. DO NOT INSTALL HANGER ROD IN FLANGE OF PURLIN THE INCORRECT WAYS ROD, ANGLE OR CHAIN DO NOT INSTALL PURLIN CLIPS OF ANY KIND ON FLANGE OF THE PURLIN AS SHOWN ROOF JACK INSTALLATION Install Pipe in center to allow base of rubber roof jack to lay flat on panel. Cannot encompass more than 75% of panel. Incorrect ❑ Do not use galvanized roof jacks, lead hats or other residential grade roof jacks. These H/500 HEIGHT (t) TOLERANCE 10' 1/4- 12' 5/16- 15, 3/8- 20' 1/2- /2"25' 25' 5/8" 30' 3/4- 45' 1 1/16- /16"60' 60, 1 7/16" COLUMN ALIGNMENT TOLERANCES Erection Guide Dote R2 R,�. Oct'14 64 MEZZANINE BEAM HEIGHT TOLERANCE SIDEWALL t 1 1 500 500 500 I I I I I J I J 3 � 0 z I I I z w ( w I I I 500 500 500 I 1 1 1 SIDEWALL PLAN VIEW ALIGNMENT TOLERANCE FOR MEMBERS WITH FIELD SPLICES Down Hill En- d�oP 4" Ma Roof Panel 6" Min. ROOF CURBS (When not Supplied by Building Manufacturer) Curb Base Length OT Purlin Line J Indicates Roof Panel Support location A Indicates Curb Base Support location 12" Min =1 a v Panel Rib Floating Panel Support Profile c 3 0 om a v 5 Up Lift Plate Curb Base 00 = (If Required) U O El U 2 N U 2 V¢ Section "A" (Insulation when specified) The curb details shown illustrate the building manufacturers recomended curb style and installation method. It is the erector / installer's responsibility to provide the proper curb style and install them in accordance with the procedures established by these details. Failure by the erector / installer to follow these recommendations may result in the curbs damaging the roof system or excluded from warranties. All roof curbs to be: 1. .080 Aluminum or 18ga. Stainless (No Golvalume/No Galvanized) 2. Panel rib to rib installation (No flat skirt or lay–over Curbs) 3. Installed over low end / under high end application for water flow at panel splice 4. Up lift prevention for clip applied roof systems are required if: a. Wind load exceeds 110 mph or b. Curb base crosses a purlin 5. Supported on (4) four side by primary or secondary framing 6. Max Single Curb weight Recommend = 1500# SUGGESTED METHOD OF PURLIN ATTACHMENT (FOR BLDG ACCESSORIES) PURLIN ANGLE (W/ 2 SELF -DRILLERS** HANGER ROD** SUGGESTED METHODS ** (Not by Metal Bldg Manufacturer) An angle is self—tapped to the web of the purlin to catch hanger rod. This method does not preclude other forms of attachment to the purlin web. The total hanger load shall not exceed the design collateral load for the building. A sample calculation is shown below: 5' (purlin spacing) x 5' (hanger spacing) x 6 psf (collateral load) = 150 lbs. See cover sheet for design collateral load for this building. Note: If this building is designed for 0 psf collateral load, then adding any suspended system (ie. duct work, piping, lights, ceilings, etc.) will correspondingly reduce the design live load. DO NOT INSTALL HANGER ROD IN FLANGE OF PURLIN THE INCORRECT WAYS ROD, ANGLE OR CHAIN DO NOT INSTALL PURLIN CLIPS OF ANY KIND ON FLANGE OF THE PURLIN AS SHOWN ROOF JACK INSTALLATION Install Pipe in center to allow base of rubber roof jack to lay flat on panel. Cannot encompass more than 75% of panel. Incorrect ❑ Do not use galvanized roof jacks, lead hats or other residential grade roof jacks. These roof jacks do not have 20–year service life and, in the case of lead hats, will cause galvanic corrosion of the roof panels. ❑ Use EPDM rubber roof jacks with an integral aluminum band bonded into the perimeter of the base. For high temperature applications (200-400 degrees Fahrenheit) use silicone rubber roof jacks. Retrofit rubber roof jacks are available for applications in which the top o° of the pipe is inaccessible, eliminating the possibility of sliding the roof jack over the top of the pipe. o ❑ Do not use tube caulk/silicone to seal roof jack to the roof panels. Use only tape sealan as supplied by Metal Bldg Manufacturer. Fasten the roof jack to the roof panels with 1/4"-14 x 7/8" Lap Tek Stitch Screws at 1" on center around base of roof jack. o ❑ Roll down the top of the roof jack and apply tape sealant continuously around the o (°; N exposed portion of the pipe. ROTI the top of the roof jack back over the tape sealant. � 2 Apply the stainless steel clamp over top of roof jack and firmly tighten to form a secure ? N a ° compression seal. ❑ Do not install a pipe through the standing seam of the roof panel. Keep pipe penetration o in center of panel to allow the base of the rubber roof jack to seal to the pan of the o w o panel. moo 0 w o If a pipe must be installed through a panel seam, or if the e diameter is so large to PP 9 P P�P 9 r � � w 00 � � �Nc, W " block the flow of water down the roof panel, you must install a pipe curb' into the roof � � : „ J ¢ ar,' -,, and then seal the pipe curb with rubber roof jack. For pipes in which top cannot be o UJ w a o ❑ accessed, a two–piece pipe curb is available. Z o � �_ ❑ In Northern climates, protect all pipe penetrations from moving ice or snow with a snow "w o Y retention system immediately up slope from the pipe. ct 2 N I � c c _ o ROOF JACK INSTALLATION (Not by Metal Bldg Manufacturer) C EL? QL2 profile varies a2Panel Roof Jack ** Roll Top Down QQ `° Q r N 0 M w ❑ ❑ ** Stainless Steel Clamp `_ O ¢ z 0 w 1/4-14 7/8" Lap Tek U ¢ mm Mi ~ o x Step 1 S.D. w/Washerat 1" O.C. V Q ¢ = L:0 U cn � � U D U ® e® Tri -Bead Tape Sealant •®®see,* HW504 vwi o a Z 3 U > (moo o a o Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Apply Tri -Bead Tape Sealant Continuously Job Number: 14-B-71197-1 **�� Stainless Steel Clamp around Pipei Sheet Number: R2 of 15 Roof Jack ** The engineer whose seal Step 2 1/4-14 x 7/8" Lap Tek appears hereon is an employee S.D. w/Washer at 1" O.C. for the manufacturer for the materials described herein. Said • • seal or certification is limited • •® Tri -Bead Tape Sealant • to the products designed and • a e ®® HW504 manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. ** Stainless Steel Cla Step 3 Tri -Bead Tap( HW504 Tri -Bead Tape Sealant HW504 )of Jack ** -14 x 7/8" Lap Tek w/Washer at 1" O.C. NOTE: Roll roof jack up over Tri -Bead Tape Sealant and secure the clam p. DRCE3A ENCE3A PRE -ERECTION NOTES: The following notes, procedures and suggested recommendations are important parts of the pre -erection process. 1.) Prior to the time the erection crew arrives, a responsible person should check the job site for foundation readiness, square, and accuracy and Anchor Rod size and location. The drawing shown below indicates a method which may be used to check the foundation and bolts for square. ANCHOR _S BE Measure along adjacent sides of foundation using a pair of dimensions shown. If the diagonal distance between these points is as noted, the corner is square. Diagonal measurements between opposite Anchor Rods will indicate if these bolts are set square. 2.) When unloading the building, carefully check off each item from the packing list. Bundles and boxes will have a list attached indicating the contents. 3.) Unload and layout the building columns on the foundation. 4.) Unload the rafters onto the foundation so that they can be erected from whichever end of the building you wish to start. Your crane will move from one end of the building to the other while standing columns and hanging rafters 5.) Layout the girts and purlins on dunnage or wood blocking around the foundation as near as possible to where they will be installed. 6.) Unload and place trim crates out of the way, since these will be the last required. 7.) Unload and place panels and insulation out of the way. NOTE: In extremely cold conditions, the vinyl facing on insulation will become brittle, requiring very careful handling. 8.) Avoid lifting panel stacks with cables, chains or other devices which could damage the panel. Upon unloading, and every morning thereafter, inspect he panel bundles for moisture between the panels. This is especially important with galvalume or galvanized panels. The panel finish must be protected at all times before and during erection to preserve the appearance and function of the panels. 9.) All hardware boxes should be protected from theft and moisture, especially items such as tube caulking and locksets. Store mastic away from heat. LAYOUT OF BUILDING COMPONENT OO O CLIPS BOLTS ® & 3 SCREWS RAMP � z V o 1. Girts, Eave Struts and Purlins 2. End Frames and Endpost 3. Main Frames 4. Clips, Bolts, Screws, ETC. 5. Endwall Girts 1.) Layout primary and secondary framing around the slab as shown. 2.) Place components and crates on the slab or on wood blocking to prevent contact with the ground. 3.) Block one end of components higher than other end to allow drainage of rain water. 4.) Leave one end of the building open for erection equipment access. 5.) Construct temporary ramp of timbers from grade to slab to prevent damage to concrete edge from equipment traffic. 6.) Install clips and flange braces onto columns and rafters before these members are in the air. Clip and flange brace locations are shown on erection drawings. GENERAL ERECTION NOTES 1.) All clips, flange braces, bolts, bracing systems, ETC. must be installed as shown on erection drawings. 2.) It is extremely important, especially during construction, that panels at the eaves, rakes and ridges be kept secure. 3.) Column bases must not be lag screwed or "RED HEADED" to concrete unless specified on erection drawings for the building. 4.) Tighten column wind brace rods/cables (exterior and interior) before tightening roof rods/cables. Roof rods/cables are tightened from eave to peak. 5.) High strength bolts (A325) must be used where specified. TEMPORARY CONSTRUCTION BRACING 1.) It is the responsibility of the erector to maintain stability of the structure during all stages of erection, particularly when left overnight. 2.) Temporary supports, such as temporary guys, braces or other elements shall be the total and complete responsibility of the erector. The temporary supports required shall be determined and furnished by the erector. 3.) Temporary construction supports shall be provided wherever necessary to accommodate all construction loads to which the structure may be subjected, left in place as long as may be required for safety. PANEL CAUTIONS AND NOTES To minimize potential of corrosive action at the bottom edge of wall panels, the contractor must assure that the following procedures are followed: 1.) The concrete foundation should be cured for a minimum of seven (7) days before wall panels are installed. (un -cured concrete is highly alkaline and metal panels can undergo varying degrees of corrosive attack when in direct contact with the concrete.) After the first week of the curing cycle, the reaction between metallic coatings on steel and the concrete is essentially halted. CLEAN DIRT FROMWALL PANEL AROUND PANEL BASE :,,, /,-- PANEL NOTCH (SHOWN) OR� -FOUNDATION BASE TRIM °,. 4" SLOPE FINISH GRADE AWAY-, N' \ FROM BUILDING 2.) Top of finish grade at building to be a minimum of four (4) inches below bottom of panel. 3.) Finish grade is to slope away from building to ensure proper drainage. 4.) Upon completion of finish grading, all dirt is to be cleaned from around base of wall panel where it may have collected in panel notch or on base trim. FASTENER INSTALLATION Correct fastener installation is one of the most critical steps when installing roof/wall panels. Drive the fastener in until it is tight and the wcsher is firmly seated. Do not overdrive fasteners. A slight extrusion of neoprene around the washer is a good visual tightness check. Always use the proper tool to install fasteners. A fastener driver (screw gun) with a RPM of 1700-2000 should be used for self -drilling screws. A 500-600 RPM fastener driver should be used for self -tapping screws. Discard worn sockets, these can cause the fastener to wobble during installation. CORRECT DEGREE OF TOO TIGHT SEALANT SQUEEZED Too LOOSE SEALANT IS TIGHTNESS NOTE SLIGHT TOO THIN EXTRUDES FAR BEYOND NOT COMPRESSED TO CIRCLE OF SEALANT FASTENER HEAD FORM SEAL NOTE: Always remove metal filings from surface of panels at the end of each work period. Rusting filings can destroy the paint finish and void any warranty. MASTIC SEALANT Proper mastic application is critical to the weather tightness of a building. Mastic should not be stretched when installed. Apply only to clean, dry surfaces. Keep only enough mastic On the roof that can be installed in a day. During warm weather, store mastic in a cool dry place. During cold weather (below 60°) mastic must be kept warm (60°-90°) until application. After mastic has been applied, keep protective paper in place until panel is ready to be installed. IMPORTANT NOTE: All details, recommendations and suggestions contained in the ERECTION GUIDE portion of this drawings set are for general guidelines only, and not meant to be all-inclusive. Industry accepted installation practices with regard to all areas not specifically discussed in this section should be followed. Only experienced, knowledgeable installers familiar with accepted practices should be used to assure a quality project. It is emphasized that the Manufacturer is only a manufacturer of metal building components and is not engaged in the installation of its products. Opinions expressed by the Manufacturer about installation practices noted in the ERECTION GUIDE are intended to represent only a guide as to the sequencing and how the components could be assembled to create a building. Both the quality and safety of installation and the ultimate customer satisfaction with the completed building are determined by the experience, expertise, and skills of the installation crews, as well as the equipment available for handling the materials. Actual installation operations, techniques and site conditions are beyond the Manufacturers control. STEP 1: ERECT FIRST BAY WALL FRAMING NOTE It is the responsibility of the ,/---PRIMARY FRAME erector to provide temporary BRACING erection bracing until the structure is completed. VE STRUT END FRAME �\ RAFTER END POST CORNER COLUMN 1A: Determine from erection drawings furnished with the building the location of the first braced bay. Framing for this bay will be erected first. 1B: Stand adjacent primary frame column and corner column over the anchor rods. Shim or chip out under the base plate if required to ensure that the base is level, at the correct elevation, and is in full contact with the foundation. Plumb and align the columns and install washers and nuts onto the Anchor Rods. NOTE: The end frame may be a bearing frame with the rafter supported by end posts, or a rigid frame with the rafter self-supporting, and not attached to the end posts. The procedure shown is for a bearing frame. If the building has a rigid end frame, it is erected the same as interior frames as described in steps 1 and 2. 1C: Attach wall girts to the primary frame column and corner column. Bolt girts to the corner column with two bolts. Bolt girt to primary frame column with one bolt through the column flange and secure bolt with sub -nut (see detail on erection drawings). 1D: Install the eave strut by bolting to the top of the columns. Refer to the erection drawings and attach column flange brace where shown. Flange braces may be required on one or both sides of the columns. If a flange brace connects to a girt in the adjacent bay, that brace will be bolted to the girt after the adjacent bay girts are installed. NOTE: As wall girts are installed around the building, framing for factory located framed openings and accessory framing to which the girts attach should be installed. Field located accessory framing may be installed at the same time as girts or at a later time. 1E: Install wall bracing systems (rods, cables, knee bracing, portal bracing) at this time but do not tighten completely until the bay is plumbed. 1F: Repeat steps 113 thru 1E for wall framing on the opposite side of the Until rafters are bolted in place with purlins and flange braces installed, they are easily damaged by incorrect or careless handling procedures. Use extreme caution when lifting rafters. Two booms should be used to lift any pinched rafter section 80 feet or more in length. 2A: Bolt primary frame rafter together at peak connection (unless rafter length requires lifting in sections). Attach the required clips and flange braces to the rafter before lifting since these items are more easily installed on the ground. Lift rafter into place between sidewall columns and install bolts in rafter to column knee connections. 213: Install end bay purlins from end frame rafter to the first interior frame rafter. The end bay purlins will overlap the interior bay purlins at the frame as described in step 1C. Complete flange brace connection to purlins. 2C: Install roof bracing systems but do not tighten completely until the bay is plumbed. 2D: Plumb and square the first bay. After alignment, tighten wall bracing first and the roof bracing working from eave to peak. Tighten any remaining bolts. Plumbing and aligning a total structural system begins with the first braced bay and continues through completion. Accurate alignment of the first bay is essential for correct alignment of succeeding bays. The installer is responsible for choosing the best method suited for plumbing and aligning the structural system. STEP 3: ERECT ENDWALL GIRTS AND FIRST INTERIOR BAY wil 'TE It is the responsibility of th; structure is completed. erection bracing until the mmil �erector to provide temporary i J L -TEMPORARY ERECTION BRACING END FRAME NO RAFTER BAY GIRT END POST ENDWALL N -CORNER GIRT COLUMN 3A: After end frame is plumb and square, install endwall girts and flange braces for end post if required. 39: Attach wall girts to the primary frame columns (see step 1C). 3C: Install eave struts (see step 1D). 3D: Attach roof purlins for this bay to the two rafters. Purlins will bolt to the rafter flange in the same manner as girts to column flanges (see step 1C). Connect flange braces to purlins. 3E: Check alignment, plumb and square the two bays just erected. Tighten all bolts and bracing. building. STEP 4: ERECT REMAINING STRUCTURAL FRAMING 1G: Attach clips to the end posts and stand these posts over the Anchor NOTE Rods. Follow the procedure as described for corner columns in step 1B. It is the responsibility of the erector to provide temporary 1H: Bolt required clips and flange braces to the end frame rafter sections and PURLINS erection bracing until the lift into place atop the end posts. Bolt rafter sections to corner column and structure is completed. end post cap plates. Bolt rafter sections together at peak. EAVE STRUT STEP 2: ERECT FIRST BAY ROOF FRAMING NOTE GIRTS PURLINS It is the responsibility of the \` erector to provide temporary erection bracing until the i RIMARY FRAME _ structure is completed. i i RIMARY FRAME TEMPORARY ERECTION BRACING RAFTER END i FRAME END BRACING i POST i TEMPORARY ERECTION BRACING END �� Starting at the opposite end of the first bay erected, install the FRAME END remaining interior frames, girts, purlins, eave struts, bracing, end POST RACING frames and end posts using the procedures described in the preceding steps. Be sure all wall girts, roof purlins and flange braces as shown on the erection drawings are installed. Constant checks should be made to ensure the building is square, plumb and aligned. All X -Bracing should be checked that it is installed to a taut condition with all slack removed. Do not tighten beyond this state. DRCE3A ENCE3A STEP 5: INSTALL SIDEWALL PANE NOTE It is the responsibility of the erector to provide . temporary erection bracing until the structure is completed. This bracing is to remain in place until all roof and wall panels are installed. LOCKING FOR GIRT ALIGNMENT PANEL�) 5A: Before installing wall panels, the girts must be aligned to a level position so that there is no visible sag. This should be done directly ahead of panel installation. Girt leveling may be accomplished by standing a section of gable angle a vertically against the outside girt flanges at approximate mid—bay loc tion. When girts ore level, attach the girt flanges to the angle with vise grip pliers or temporary screws. Wood blocking cut to fit the spaces may also be used for alignment. NOTE: Temporary girt blocking is not recommended on concealed fastener panels. The removal of the blocks after panel installation can cause oil canning. e, FRAM EAVE STRUT -5 IG type and installation details will vary. Refer to the erection Wall panel drawings and details for the specific pcnel used for your building. CONTACT TAPE INSULATION SIDEWALL INSULATION --.<FBASE ANGLE/TRIM MUST MEET ENDWALL C INSULATION TO SEAL ONTACT TAPE THE CORNER ontinuous run of contact tape 5B: if walls are to be insulated, place a c along the eave strut and base member. NOTE: At the base, cut off the insulation a minimum of 1/2" above the bottom of the wall panel. This will prevent the insulation from hanging below the wall panel and wicking moisture. Roof Panel Double Faced Tape (Not by manufacturer) to be used to secure insulation. Wall Panel Fiberglass Insulation to OUTSIDE of Building Wall Panel Insulation (Not by manufacturer) Note: Trim insulation and turn vinyl back Insulation must not be exposed to weather. Insulation (Not by manufacturer) " Vapor Barrier to INSIDE of Building Ecve Detail C11 (See Erection Drawings) Insulation (Not by manufacturer) Finished Floor � Trim insulation and turn vinyl back Insulation must not be exposed to weather. Bcse Detail (See Erection Drawings) L, --J--/ Starting at a building corner, attach the first piece of blanket insulation to the contact tape on the eave strut. Pull tight and adhere to tape at the base. it is recommended that insulation not be installed more than 6 feet ahead of panels. 5C: SidewcII panels should be installed so that the pcnel sidelap is in a direction away from the prevailing wind. (refer to appropriate lap detail included with erection drawings.) 5D: Install remaining sidewall insulation and panels, being careful to maintain correct panel coverage. it is suggested that the foundation be marked in increments of panel width to allow visual checking of panel coverage as installation progresses. NOTF: Check periodically to ensure that all panels ore aligned and plumb. 5E: At the finishing corner of a sidewall, the lost panel may required additional lap or trimming for installation of corner trim refer to the details in the erection drawings. Screw Alignment Panel (Through Fastened Panel Only) TO_B'��6RFIED 1KEEP END OF PANELS ALIGNED After drilling panels, it is important to clean metal filings off all panel surfaces, that ore not installed that day, to avoid rust stains. including between panels STEP 6: INSTALL ENDWALL PANELS ENDWAL[ PANELS TRIM 6A: Install gable angles/supports onto the ends of purlins and ecve struts. This angle is to butt—up to each other or is spliced as required except at expansion joints where a one inch gap is maintained between ends of adjacent sections to allow for expansion. Goble angle splices may occur on or between purlins and the angle must be attached to each purlin and the eave strut. NOTE: Wall panel type and installation details will vary. Refer to the erection drawings and details for the specific panel used for your building. END FRAME—` RAFTER 7" AT -4z (� EXPANSION JOINT TYPICAL BUTT LAP CONDITION NOTE Detail shown for ribbed roof LIN ABLE panel only. For standing searn rake and gable angle installation, NGLE see erection details. VE STRUT 613: See erection drawings sheeting layouts for panel starting dimensions, panel trim locations, and lap locations. TRIM DIMENSION IS MEASURED FROM TRIM CENTER OF FIRST MAJOR RIB. GABLE ANGLE CONTACT TAPE ENDWALL GIRT WOOD BLOCKING BASE ANGLE/TRW CONTACT TAPE INSULMHUIN 6C: Align and level girts on endwall. STEP 7: INSTALL ROOF PANELS (COW0 JRLIN 7C: Install the first run of roof panels across the building from eave to eave, EAVESTRUT or eave to ridge. To allow proper installation of rake trim, the starting location for the first panel must be as shown in rake details included with the erection drawings. When the first run is properly located and aligned with the correct endlaps and eave overhang, fasten to purlins. Roof panels should be installed so that the sidelap is in a direction away from the prevailing wind. Refer to appropriate lap detail. 7D: Install remaining roof insulation and panels. To avoid accumulative error due to panel coverage gain or loss, properly align each pcnel before it is at correct panel fastened. occasional checks should be made to ensure th coverage is maintained. Special attention should be given to fastener, mastic and closure requirements. Refer to details with erection drawings. run of contact 6D: If the walls are to be insulated, place a continuous tape along the gable angle and base member. Starting at the corner of the endwall, attach the first piece of insulation to the contact tape on the gable angle, pull tight and adhere to tape at the base. Cut off excess insulation. it is recommended that insulation not be installed more than 6 feet ahead of panels. KiL At the base cut off the insulation a mirimum of 1/2 inch above the t the insulation from hanging bottom of the wall panel. This will preven below the wall panel and wicking moisture. t in place. Refer 6E: Start at the corner, trim panel (if required) and se I starting distance to corner details in the erection drawings for the pane from the corner, When the panel is located and plumb, install fasteners. 6F: Install remaining endwall insulation and panels, being careful to uggested in step 5D. maintain the correct panel coverage as s 6G: Install corner trim. STEP 7: INSTALL ROOF PANELS NOTE It is the responsibility of the erector to provide temporary erection bracing until the �ructure is completed. PANELS is bracing is to remain n place until all roof and wall panels are installed. LOCKING FOR IGNMENT panels and eave struts with 7A: Install eave trim over top of sidewall fasteners per erection drawings eave detail. tinuous run of contact tape along top 78: If the roof is insulated, place a con of eave struts at both sidewalls. Lay 0 starter roll of blanket insulation from eave to eave across roof and secure to contcct tape. (refer to packing list for width of insulation starter roll). it is recommended that insulation be installed no more than 6 feet ahead of panels. 7E: At finishing end of roof, the lost panels may require field modification for installation of rake trim. Refer to rake details. DO NOT BACK LAP THROUGH FASTENED ROOF SHEETS. NOTE: Roof panel types and installation requirements will vary. Refer to the appropriate details for the specific panel used. emoved IMPORTANT: Loose fasteners, blind rivets, drill shaving, ETC. must be r from roof to guard against corrosion. NEVER STEP ON LIGHT TRANSMITTING PANELS9 ROOF PANELS. TRANSLUCENT PANELS, OR UNATTENDED Panels May Collapse if Not Properly Securedl nd to panels on either side Roof panels must be completely attached to the purlins a before they can be a safe walking surface. Light transmitting panels or translucent panels can never be considered as a walking surface. nels should never be walked on! Pcrtially attached or unattached pa Do Not: 1. Step on rib at edge of panel. 2. Step near crease in rib at edge of pcnel. 3. Step within 5 feet of edge on unsecured panel. a work platform. An OSHA approved runway A single roof panel must never be used as gulations for the should be used for work platforms! (Consult OSHA Safety and Health Re Construction Industry). Safety First! NOTE: For PBR roofs with a ridge panel, it is recommended that both sides of the ridge of a building be sheeted simultaneously. This will keep the insulation RAKE covered for the maximum amount of time and the panel ribs con be kept in TRIM proper alignment for the ridge panel. This is critical on the "PBR" panels so that Check for proper coverage as the the ridge caps can be properly installed. equence below' sheeting progresses. Note panel—sheeting s STEP 8: INSTALL TRIM AND ACCESSORIES OPENING GUTTER 8A: Install rake trim and gable closure. 8B: If included with the building, install the eave gutter, corner closures and downspouts Remove all loose fasteners, blind rivets, drill shavings, etc... from gutter to guard against corrosion. to 8C: Install accessories (doors, windows, louvers, etc ... ) not previously installed. Refer the appropriate details for installation instructions. SULATIO,'4 d wall surfaces during installation and after. IMPORTANT: Remove debris from roof an /mild AELS Clean surface of sheeting as required to remove smudges and touch—up any minor scratches with color match touch—up paint. Q) Q s: 9) C17: Sheet Number: R4 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Sold seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overcli engineer of record for- this project. DRCE3A ENCE3A " C11 :Z!: ct zi: 4�, Q I U Lu 00 X Fzj Z < cr- _J Ln E LJ I L? (1 0 E — <U Ll X 0 _J 2 f D 1-_ UOZ Y_ Q) Li 6 CDC) (J) R (S 0, ca? Q � 0 Ql) r L] F] z 1�:, < to > 0 0) < z U! n LJ < >_ 0) M Z-1 L) U) C) �3 lu 00 _� E Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by- MAW 3/17/15 project Engineer., Job Number., 14—E3-71197-1 Sheet Number: R4 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Sold seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overcli engineer of record for- this project. DRCE3A ENCE3A Page Rod Brace PF04101 Portal Frame to Floor Page PF04013 Corner Column - ByPass Column EF03042 Welded Clip End Frame Detail C -� Page XEF08101 °°`° 'Apr R`" 01 Date Attachment at Web R02 with Clip - Inside of Girt Line Endwall Girt Attaches to Inner Flange with Bolted Clip 5 p P°" Rr'l Rigid End Frame - End Post Not At 9 Peak °O ' R`" c o N O O O 33U 1 00 (S W U 3 Oct 1403 o� o I �� 0 c�wQ= Z U � ❑ to ?ice IJ- w Y O U01 2 W N 0 0 U U NOTES: L2 QL? c N cZ L22 QQ Q o m - Use 1/2"0 A325 bolts U �00> Rod Brace V V Zu-)w ri 0 rt� a- unless noted otherwise. O :' U 00 (See Erection Drawings for Part O Li .? a7 Q Z rn N 0 •� 3 -J O Frame s may very. O Scale: NOT TO SCALE Mark and required location) Checked by MAW 3/17/15 Project Engineer - Job Number: 14-B-71197-1 Sheet Number: R5 of 15 - See erection drawing for atte< elevations and marks. Burr threads after e � final tightening Fto� G0�J� Heavy Clip (Shown) Sidewall Girt CL12 or PC12 PC28_ BOLTS AND NUTS Slope Washer F w/ (8) J"0 A325 Bolts XC17 W/ (NO WASHERS) 0 or 4"0 Bolts Note; Standard ClipCL1 These items shipped loose. W / ( or PC20_ w/ (6) "s A Bolts — Flat Washer See table below for Part Marks. See "Cross Section" cti j ¢ O O �"o Bolts RAFTER Hex Nut for applicable Clip oO O O BOLTS AND NUTS Bypass PC29_ Field O O ( (NO WASHERS) shown, similar Portal Frame Cut Top and O for Flush and Inset Rafter Bottom Flange ® 0 and Bend II ERECTION NOTE: DETAIL SHOWN AT COLUMN SIMILAR AT RAFTER. (1) Fastener #12A uMin. Endwall Girt 12-14 x 1" P.H.Ill CL292 Sheeting Clip DP3 PC22_ Sheeting Clip (1) Fastener #12A See "Cross Section" at each end Fastener #55 12-14 x 1" P.H. DP3 For Rod Bracing that falls within for Bolt requirements 12-24 x 11" DP5 ENDWALL at each end the Girt Web, the Erector is to 6" O.C. (2 minimum) Align slot with add a minimum size slot for Rod Bracinz the passage of the Rod. Portal Frame Column END POST �. ANCHOR RODS WITH NUTS AND WASHERS PART MARKS FOR ROD BRACE �\�t ROD ROD SLOPE FLAT HEX DIAMETER BRACE WASHER WASHER NUT / STEEL LINE }"o WR08_ WS110 WFH500 HSN500 NOTE: FRAME SHAPES MAY VARY. SEE FRAMING PLAN FOR PORTAL FRAME LOCATIONS J"o WR10_ WS110 WFH625 HSN625 J"o WR12_ WS120 WFH750 HSN750 6"0 WR14_ WS120 WFH875 HSN875 1"o WR16_ WS130 WFH1000 HSN1000 Welded Clip End Bay with Nested Zee Girt GIRT LAPS PAST C.L. COLUMN: 0'-5 3/4" DL Column V-5 3/4" EL Column 1 3/ " 1 3/4" 2'-5 3/4" 3'-1 3/4" +l MAIN GIRT l+ GIRT+ + + NESTED GIRT ++ 3 1/2" LAP + + CF01111 Rev. o "131 01 SEE ERECTION DRAWINGS FOR GIRT ELEVATIONS 2 WELDED CLIP PRIMARY FRAME DETAIL I CF01120 GIRT ATTACHMENT DETAIL TO GIRT CLIP °,T ,� n ALL BOLTS ARE A325 WITHOUT WASHERS AY CF01121 By -Pass Zee InstallationDea°0 c'10 0 1/4"± 1 -Triangle Punch Section A Points In Direction Of Large Flange Zee Lap Large (Typical) Flange A 1V 1--1 -1 /Large Flange q -Frame rL-Frame rr� The large leg of the Zee must be alternated from top to bottom in order to nest the member correctly. A triangle has been added to the end of the Zee near the connection holes, that will point to the large leg of the member. By -Pass Purlin and Girt Connections All bolts are 1/2" 0 A325 bolts Lap Symbol �G Lap Symbol Os B B O O O o o O Lop Symbol B \—(2) Bolts unless noted on erection 1'-5j" drawings U 2'-51" OV 3'-1 J" See Erection Drawings for Lap Sizes & Locations Lap Detail By -Pass Purlin / Girt Lap Details CF01122 Oct'14p01 c 0 .Q- 0 40 y Q) O Q) 0 O c 0 N The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A E o C -� O c o N O O O 33U W 00 � (S W U 3 F: Jw�Qu7w a'O o� o I �� 0 c�wQ= Z U � ❑ to ?ice IJ- w Y O U01 2 W N 0 0 U U L2 QL? c N cZ L22 QQ Q o m ❑ ❑ U �00> V V Zu-)w ri 0 rt� a- Q O :' U 00 III O Li .? a7 Q Z rn N 0 •� 3 -J O U>c'aa0¢ O Scale: NOT TO SCALE Drown by. 1 3/17/15 Checked by MAW 3/17/15 Project Engineer - Job Number: 14-B-71197-1 Sheet Number: R5 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Girts at Column Flush Sidewall or Endwall Girts 4"0 Bolts (Typical) 10 OI I 1 0- I � Girt CL292 or PC30_ Sheeting Clip (1) Fastener #12A 12-14 x 1" P.H. DP3 at each end CF01123 By -Pass Girt to Column R° Standard Connection - Flange Brace FB6_ or FB7_ b�z eb'11 01 Erection Note Lap and attachment of Girt varies refer to "Elevation Plan" and Lap Detail for requirements. Eave Strut Stiffener Plate - 4 Bolt Connection I CF02031 Low Eave Interior Bay - Slope Thru 42:12 c0ct'14 K01 Eave Strut Stiffener �I I f Eave Strut Clip or Plate SC -18 Frame Rafter or Column 0 01r0- 0 0 01110 0 Bay Bay Frame Eave Strut Bottom Flange Eave Strut Eave Strut Stiffener Plate SC -18 r (8) �0 A325 Bolt W/Nut Eave Strut Clip or Frame Rafter or Column �I in Section "A" (Low Eave) J"0 A325 Balt each end. Flange Brace FB6_ or FB7 (when specified) (2) }"0 Bolts each end of Girt lap 01 0 O o L 0 O RI R (2) }"0 Bolts 1 2'-4" or 5-0" unless noted on erection drawings Girt Lop Symbol denoted on Wall Framing Elevation Erection Note Flange Braces may be required one or both sides of Column. For requirements, and locations at Main Frame and Rigid Frame in Endwall refer to "Cross Section . For requirements, and locations at Bearing Frame Endwall refer to "Flevatlon Plan". Purlin to Rafter Standard Connection - Flange Brace FB4_ Erection Note Lap and attachment of Purlin varies refer to Roof Plan and Lap Detail for requirements. Purlin Lap Symbol denoted on Roof Framing Plan CF02036 �C'10 00 (n) }"o Bolts each ri of Purlin IgD Eave Strut Connection at End Bay CF02033 ByPass And Flush Girts Feb'12 03 Roof Line � —� Roof Line 2 CP j CD p O 2LLJ" + + 0 — W J IF— LIQ t,i- �1 c c J Q) � N I Girt Depth + 1/4' By -Pass Girts Flush Girls 1/4' Roof Line 1 Eave Strut �Ic J �1 N I '\-(4) J"4 A325 Bolts Varies `%"� Column or Rrafter End Bay Knock -In Bridging Installation KB01001 Date Rev. Less Than 3:12 Single Row May'12 02 Strut Spacer Ridge Te Bldg. Ridge PC43_ Strut Purlin PC80_ (Sym "eokP01 �u LiKnock-InBrill In KBA1_Eave Strut (Beynd) _astener #55 12-24 x 11" DP5 Strut Purlin At Eave At Ridge 3 Each end of PC80_ All fasteners shown are #1B 1 DP3 unless noted bsThe Iled from n9he }op le will slot of the high side purlin Eave Strut to the bottom slot of the Eave Purlin adjacent low side purlin. Strut Eave Strut Tie Knock -In Knock -In Bridging Knock -In Eave Strut Tie Bridging KBA1_ Bridging KBA1_ KBA1_ KBA1_ KBA1_ I ow Side Eave Strut Purlin to Purlin Hih Side Eave Strut Attach w/Fastener #1B S�oi "-14 x 1}° DP3 In Bridgm9 Knock -In Bridging / Kno � KBAt- i' KBA - Steo 1 S=am Eave Strut Tie Eove Strut KBA1_ Insert Tab Into Slot Bend Tab 90 Degrees Continuous Roof Low Side Shown, High Side Similar Note: The bridging must be inserted into the pre -punched slot in the Purlin as shown in Step 1 and the tab bent side ways for proper installation Step 2. The process must be com leete for the bridging to function as designed. Eave Strut Connection at Main Frame Interior Bay —/- Roof Line L a� (D CP > C13 O + N + WrT N 3 0 0 X11 cl N Girt Depth + 1 P 0 N 3 `o E z' (V C, By—Pass Bay Bay CF02030 =Feb'11 09 /-Roof Line Flush (4) 1/2" X 1 1/4" A325 Bolts without Washers ,e Strut .tom Flange Steel Line Knock -In Bridging Roof Layout . KB01 _6 Single Row IoaMar'11 R 01 —Bolted Anchorage Clip or Factory Welded Anti—Roll Clip always required at first continuous continuous(extending E/W to E/W) Eave Purlin amI_P7 T_f —I4— I— jw Kn Ty N W I I -4 I TIE ANGLES (CL472_) typical at each frame line. Strut Purlin Use Strut Note: not required when flush Canopy is located Spacer (PC43—) at each at eave. (refer to Dwg KB01013) KBA1_ location. Gable Building Bolted Anchorage Clip or Factory Welded Anti—Roll Clip always required at first continuous (extending E/W to E/W) Eave Purlin. cl I I I I I 111—LP I 11 1 :2I 1 1 1 1 1 1 II I I INN NUI t v o+ > 0w — In Bridging idging KncaTypii w Strut Purlin Use Strut Spacer (PC43_) at each KBA1- location. Fra e Tie Angles (CL472_) typical at each frame line. Note: not required when flush Canopy is located at eave. (refer to Dwg KB01013) Single Slope Building ° 0 c 0 N Q ci o� c a ° w ° ° v W o U CJ 0 cl:J OJ Cq Chi U W >rn F-- L L U ° a2O Jti rn= o M Q ❑ Z o F-1 Z Y �UwO U N = w U � 8 w it. o O V �) CL w L]❑ 0 U 0 0)Q U < 0)Ln m y Z a� w i\ C 0 Z = UO �J Q `o�cn co UO O lul � i U Z Ot ° a v U 5ttooOQ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer. Job Number: 14-B-71197-1 Sheet Number. R6 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Page KBO1013 Open Cee - Framed Opening Connections AC01120 Knock -In Bridging Tie Angle °`° Cold Form Open Cee - Three and Four Sided Openings �N Ma'1201 ov'11 a 01 Note; 1.) Header, Sill, and Jamb nominal depth matches nominal girt depth. 2.) All Horizontal Members within Opening are Clipped and attached to Jambs with 4"0 Fin Head Bolts with outer Members Field attached See AC00915 thru AC00923 to Jamb flanges with (2) Fastener #1B and AC01124 thru AC01130 I� Header DH_ Tie Angle CL472_ (Note; Not required when Flush Canopy Is located at Eave.) (2) FASTENER #1B }"X 14 X 11" DP3 `� 34 II II. 0 0 0 0 (2) FASTENER #1B }"X 14 X 11" DP3 4 44 l� i �. Eove Strut f�P Bolted Anchorage Clip (Shown) or Factory Welded Anti -Roll Clip at for side. Always required at first continuous Eave Purlin. (Shape and Connections will vary refer to Frame Cross Section) Bolted Clips - Framed Opening Connections AC013" Cold Form and Hot Rolled Cee - Three and Four Sided Openings Ma '14 JR." 02 Note; All Horizontal Members within clear Opening are Clipped and attached SC425 Clip See AC00915 thru ACCO923 to Jambs with J"0 Fin Head Bolts. Typ. at Header and AC01324 thru AC01332 lHeader H_ (Hot Rolled) DH_ (Cold Form) J c� Girt JL_ (Hot Rolled) DJ_ (Cold Form) ** Zee/Cee Girt CL751 Clip Typ. at Girt J� Finish Floor Opening Width Three Sided Framed Opening ** Girt within opening is provided when Framed Opening SC425 Clip is to be paneled over. Typ. at Header/Sill Header H_ (Hat Rolled) DH_(Cold Form) V Girt .2 0 2 i; Jamb - JL -(Hot Rolled) DJ_(Cold Form) ** Zee/Cee Girt i F CL751 Clip Typ. at Girt F- Sill H_ (Hot Rolled) DH -(Cold Form) Finish Floor or Framing Mem er Opening Width ur Sided Framed Ooening See AC01323 Zee/Cee Girt t rn -See AC01323 = rn .Q 0 Jamb JR_ (Hot Rolled) DJ_ (Cold Form) See AC01323 See AC00915 thru AC00923 and AC01324 thru AC01332 -See AC01323 L o, Zee/Cee Girt x C See AC01323 0 t P Jamb m JR_ (Hot Rolled) _ DJ_ (Cold Form) in See AC01323 thru AC01332 r x 0 Zee/Cee Girt ** Zee/Cee Girt L See AC01123 Zee/Cee Girt See AC01123 s Clip CL150- Clip CL150 Typ. at Girt a� = See AC01123 0 and Header a' c x Zee/Cee Girt O a E a See AC01123 Finish Floor CL152 at 81" Jamb Opening Width CL153 at 101" Jamb Three Sided Framed 0 ep HingCL154 at 121" Jamb" ** Girt within opening is provided when Framed Opening See AC00915 thru AC00923 is to be paneled over. �and AC01124 thru AC01130 Bolted Clips - Framed Opening Connections ; AC01323 Dace � R°". Cold Form and Hot Rolled - Base, Girt, Header, and Sill to Jamb Ma 14 02 SC425 Clip (2) 'I"O Bolts (2)"0 Fin Jamb/Sub Jamb ** Girt within opening is Head Bolts provided when Framed Opening (Cold Form Shown, is to be paneled over. Hot Rolled Similar) Header J (Cold Form Shown, Hot Rolled Similar) Opening Width Header to Jamb Opening Width SC425 Clip Sill (Cold Form Shown, l Hot Rolled Similar) I I Opening Width Opening Height CL751 Clip ** Girt within opening (2) 1% Bolts, Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) Girt HeightL- (2) J" 0 Fin J Head Bolts - Jamb/Sub Jamb Girt to Jamb (Cold Form Shown, Hot Rolled Similar) (2) J"0 Bolts Open Cee - Framed Opening Connections AC01123 Cold Form Open Cee - Base, Girt, Header, and Sill to Jamb Nov'11 " U1 (2) 4"0 Bolts Clip CL150 Header DH_ ** Girt within opening is _ provided when Framed Opening Jamb DJ_ is to be paneled over. i i ** Girt (2) 1% Bolts (2) }"0 x 1" Fin Head Bolts Header to James (2) 4% Bolts Jamb DJ_ Header DH_ Sill Height Clip CL150- ` See AC01123 0 9 l - x Zee/Cee Girt ** Zee/Cee Girt Zee/Cee Girt01 C U U below clear Opening. See AC01123 0 (2)"0 Bolts S` J Ld rn Sill DH_ w00� I = o � Clip CL150 I L 0 Opening Typ. at Girt, Sill, a x E and Header = o See AC01123 in (2) 4"0 x 1" Fin FZ thru AC01130 Jamb/Sub Jamb Finish Floor (2) k"0 Fin Bolts at or Framing Member (Cold Form Shown, Hot Rolled Similar) - Girt Three Sided Framed Opening. CL152 at 81" Jamb Opening Width CL153 at 10}" Jamb (2) J" 0 Bolts at 9 CL154 at 121" Jamb o � Qo .E`` QL2 Four Sided Framed Openino Four Sided Framed Opening Bolted Clips - Framed Opening Connections ; AC01323 Dace � R°". Cold Form and Hot Rolled - Base, Girt, Header, and Sill to Jamb Ma 14 02 SC425 Clip (2) 'I"O Bolts (2)"0 Fin Jamb/Sub Jamb ** Girt within opening is Head Bolts provided when Framed Opening (Cold Form Shown, is to be paneled over. Hot Rolled Similar) Header J (Cold Form Shown, Hot Rolled Similar) Opening Width Header to Jamb Opening Width SC425 Clip Sill (Cold Form Shown, l Hot Rolled Similar) I I Opening Width Opening Height CL751 Clip ** Girt within opening (2) 1% Bolts, Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) Girt HeightL- (2) J" 0 Fin J Head Bolts - Jamb/Sub Jamb Girt to Jamb (Cold Form Shown, Hot Rolled Similar) (2) J"0 Bolts Open Cee - Framed Opening Connections AC01123 Cold Form Open Cee - Base, Girt, Header, and Sill to Jamb Nov'11 " U1 (2) 4"0 Bolts Clip CL150 Header DH_ ** Girt within opening is _ provided when Framed Opening Jamb DJ_ is to be paneled over. i i ** Girt (2) 1% Bolts (2) }"0 x 1" Fin Head Bolts Header to James (2) 4% Bolts Jamb DJ_ Clip CL150 J" 0 Anchor Rods Base Clip CL152 at 81" Jamb (Shown) Sill to Jamb Jamb DJ_ CL153 at 10}" Jamb CL154 at 121" Jamb (2) Fastener #1B }"-14 x 1 }" Jamb to Finish Floor Bolted Clips - Framed Opening Connections AC01324 Cold Form and Hot Rolled - Jamb/Sub Jamb to Zee Girt °Jul'11'00 * Hole Location from face of Cee *14" Cold Form DJ_ use 11" Hot Rolled JL & JR_ use 11" + Web Thickness Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) CL751 Clip (2) 4% Bolts Ilk, V Zee Girt Girt Height (2) 1"0 Bolts J Field Drill A% Holesin Girt at (2) J"0 Bolts Field Located Framed Openings Jamb/Sub Jamb CL751 Clip J (Cold Forth Shown, Hot Rolled Similar) Jamb/Sub Jamb to Zee Girt Sill Height Clip CL150- ` (2) J" 0 Bolts (Shown) 9 l - Head Bolts when Girt is above or-' C U U below clear Opening. (2)"0 Bolts S` J Ld (2) J" 0 x 1" Fin Head w00� Bolts when Girt is within U nz:�a�JO Cold Form Jambs Opening (2) Fastener #1B o w a Z }"-14 x 1}" Girt to Jamb DZU- (2) 4"0 x 1" Fin FZ Head Bolts Jamb DJ_ Sill DH_ Jamb/Sub Jamb (2) k"0 Fin Bolts at Clip CL150 J" 0 Anchor Rods Base Clip CL152 at 81" Jamb (Shown) Sill to Jamb Jamb DJ_ CL153 at 10}" Jamb CL154 at 121" Jamb (2) Fastener #1B }"-14 x 1 }" Jamb to Finish Floor Bolted Clips - Framed Opening Connections AC01324 Cold Form and Hot Rolled - Jamb/Sub Jamb to Zee Girt °Jul'11'00 * Hole Location from face of Cee *14" Cold Form DJ_ use 11" Hot Rolled JL & JR_ use 11" + Web Thickness Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) CL751 Clip (2) 4% Bolts Ilk, V Zee Girt Girt Height (2) 1"0 Bolts J Field Drill A% Holesin Girt at (2) J"0 Bolts Field Located Framed Openings Jamb/Sub Jamb CL751 Clip J (Cold Forth Shown, Hot Rolled Similar) Jamb/Sub Jamb to Zee Girt (2) }"0 Bolts cl Field Drill A% Holes in Girt at Field Located Framed Openings Zee Girt N CL751 Clip Girt Heigh O O - - Jamb/Sub Jamb ------� (Cold Form Shown, t I Hot Rolled Similar) Jamb/Sub Jamb to Zee Girt Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) CL751 Clip Zee Girt JI \�J 2 Field Drill J"0 Holes in Girt at °°',I Field Located Framed Openings N Jamb/Sub Jamb to Zee Girt Open Cee - Framed Opening Connections AC01124 Cold Form Open Cee Jamb to Zee/Cee Girt or Header/Sill oNov'11R-01 Jamb DJ_ °'I (6) Fastener #18 6 4"0 Bolts C }"-14 x 1j" _ -0 I 0 0 Clip CL150 Zee Girt He�Irtight 0 0 Clip CL150 Height m Girt Zee Girt - - C (6) Fastener #18 JI 14x1 0 J"0 Bolts }"- }' Jamb DJ_ �,I Jamb/Sub Jamb to Zee Girt Jnmb/S b Jamb to Zee Girt cl (6) Fastener #1B 6 J"0 Bolts J 1"-14 x 1}" -- V' I (Toed Cee Girt or Down r 0 0 Clip CL150 Glrt or Doubled) Girt Cee Girt 0 0 Clip CL150 Hei ht 7 (Toed Up or Down Height g a or Doubled) 9 }"0 Bolts J (6) Fastener #1B d I }"-14 x 1 }" Jamb DJ_ °I N Jamb/Sub Jamb to Cee Girt Jamb/Sub Jamb to Cee Girt of n ' (6) Fastener #113 }"-14 x 1j" V) Cee Girt/Header Heade 0 1% x 1" Height I Fin Head Bolts O O Clip CL150 Jamb DJ_ yLga�Suh .Inmh to Cee Girt Header Jamb DJ_ 0 0 Clip CL150 Q J"0 x 1" Fin Head Bolts Sill Height Cee Girt/Sill d �I (6) Fastener #1B }"-14 x 1 }" ink amb/2 Jamb to Cee Girt/Sill N Q Sill Height (2) }"0 Fin Head Bolts CL75at 8" C U U CL755 L/R at 10" (2)"0 Bolts S` J Ld CL757 L/R at 12" w00� U W U nz:�a�JO Cold Form Jambs ti Sill to Jamb o w a Z ❑ DZU- At Cold Form Jamb FZ CD Y W O Jamb/Sub Jamb (2) k"0 Fin Bolts at (Cold Form Shown, Hot Rolled Similar) - Girt Three Sided Framed Opening. 0 _ U U Height (2) J" 0 Bolts at 9 o � Qo .E`` QL2 e Four Sided Framed Opening �o �o �2 _zQQ J" 0 Anchor Rods 1:1❑ O U }" Base Plate on JL & JR Zo�W armor y Hot Rolled Jambs Z Q = U 0 O co Jamb to Finish Floor a (2) }"0 Bolts cl Field Drill A% Holes in Girt at Field Located Framed Openings Zee Girt N CL751 Clip Girt Heigh O O - - Jamb/Sub Jamb ------� (Cold Form Shown, t I Hot Rolled Similar) Jamb/Sub Jamb to Zee Girt Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) CL751 Clip Zee Girt JI \�J 2 Field Drill J"0 Holes in Girt at °°',I Field Located Framed Openings N Jamb/Sub Jamb to Zee Girt Open Cee - Framed Opening Connections AC01124 Cold Form Open Cee Jamb to Zee/Cee Girt or Header/Sill oNov'11R-01 Jamb DJ_ °'I (6) Fastener #18 6 4"0 Bolts C }"-14 x 1j" _ -0 I 0 0 Clip CL150 Zee Girt He�Irtight 0 0 Clip CL150 Height m Girt Zee Girt - - C (6) Fastener #18 JI 14x1 0 J"0 Bolts }"- }' Jamb DJ_ �,I Jamb/Sub Jamb to Zee Girt Jnmb/S b Jamb to Zee Girt cl (6) Fastener #1B 6 J"0 Bolts J 1"-14 x 1}" -- V' I (Toed Cee Girt or Down r 0 0 Clip CL150 Glrt or Doubled) Girt Cee Girt 0 0 Clip CL150 Hei ht 7 (Toed Up or Down Height g a or Doubled) 9 }"0 Bolts J (6) Fastener #1B d I }"-14 x 1 }" Jamb DJ_ °I N Jamb/Sub Jamb to Cee Girt Jamb/Sub Jamb to Cee Girt of n ' (6) Fastener #113 }"-14 x 1j" V) Cee Girt/Header Heade 0 1% x 1" Height I Fin Head Bolts O O Clip CL150 Jamb DJ_ yLga�Suh .Inmh to Cee Girt Header Jamb DJ_ 0 0 Clip CL150 Q J"0 x 1" Fin Head Bolts Sill Height Cee Girt/Sill d �I (6) Fastener #1B }"-14 x 1 }" ink amb/2 Jamb to Cee Girt/Sill N Q IZ C U U S` J Ld w00� U W U nz:�a�JO rn= ti o w a Z ❑ DZU- FZ CD Y W O U O 2 W (� 0 _ U U `U oU o � Qo .E`` QL2 e N �o �o �2 _zQQ p4KU-1 1:1❑ O U Z Zo�W armor y r� C V Q Z Q = U 0 O co Q) U O UZI a ll 6. < vi 3 tou.2 U > (a O Q O Scale: NOT TO SCALE Drawn by DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14-B-71197-1 Sheet Number. R7 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Page Fasteners Pa9°G000007 PBR, PBU, AVP, PBA, VistaShadow G000006 G000009 Fasteners c000004 DATE REV. (yj ° "° R° Various Fasteners Dec'14 08 Mar 26 o2 BattenLok HS 1 SuperLok and DoubleLok I UltraDek Dec'14 05 Panel Fasteners Oct'14 05 Structural Fastener (Fixed) Roof Member Screw Roof Stitch Screw Roof Fasteners Optional Roof or Wall Fasteners Fastener #17 Fastener #38 Fastener #268 FASTENER #271 FASTENER 24 FASTENER #228 0]� Lora e ifs Wall Fasteners Long Life (Optional at Wall) Stainless Steel Cap Fastener #1 Fastener #1E - 1/4"-14 x 1 1/4" Fastener #4 - 1/4"-14 x 7/8" 12-14 x 1" 1/4"-14 x 7/8" Lap TEK 12-14 x 1 7/8" Standoff 5/16" Hex Washer Head w/ Washer 5/16" Hex Washer Head w/ Washer Member Screw Member Screw Member Screw 5/16" Hex Washer Head 5/16" Hex Washer Head Long Life 1/4"-14 x 1" w/ Washer 5/16" Hex Washer Head 5/16" Hex Washer Head w/ Washer Fastener #17A Fastener #3 Fastener #3SS9X w/ Washer RUINED Optional Stainless Steel 12-14 x 1r 12-14 x 11" 12-14 x 11" Optional Stainless Sty p {�" Hex Washer Head {�" Hex Washer Head {�" Hex Washer Head +ULD Fastener MESS - 1/4"-14 x 1 1/4' Fastener #4SS - 1/4"-14 x 7/8" w/washer w/washer w/washer 5/16" Hex Washer Head w/ washer 5/16" Hex Washer Head w/ Washer Trim x Screw 8 x 5/8" Gr x et Trim Screw Nibbed Driller Grommet Washer Fastener #268SSBX Fastener #12A e 0 12-14 x 1 7/8" Standoff 12-14 x 1" DP3 Q Stricture) Fastener (Floating) BattenLol/ o r ok BattenLok/Su e_p rLok Stainless Steel Cap Pancake Head FASTENER #14 FASTENER #14A FASTENER #226 U Panel Clip Screw Panel Clip Screw 5/16" Hex Washer Head Fastener4" 1" " " 5 Insulation < = 4Material < 1 4Insulation > 4Material < # / / Member Screw Member Screw Member Screw w/ Washer Q Fastener #1B Fastener #11' Optional Optional Optional 1/4"-14 x 1 1/4" 1/4"-14 x 1 1/4" 1/4-14 x 1 1/2" Driller Fastener #17B Fastener #3A Fastener #3ASSBX Shoulder DP2 5/16" Hex Washer Head 5/16" Hex Washer Head w/ Washer AAMN 5/16" Hex Washer Head 12-14 x 14- 12-14 x 1 �" 12-14 x 11" U Hex Washer Head { Hex Washer Head {" Hex Washer Head w/washer w/washer w/washer Fastener #55 Fastener #70 Fastener #142 12-24 x 1 1/4" DP5 12-24 x 1 1/2" DP5 1/4"-14 x 1 1/2" 1/8" x 3/16" 1/8" x 3/8" 3/16" x 9/16" BattenLok/SuperLok BattenLokf Superlok DoubleLok/UltraDek 5/16" Hex Washer Head 5/16" Hex Washer Head 5/16" Hex Washer Head Pop Rivet Pop Rivet Closed End Rivet Panel Clip Screw Panel Clio Stainless Steel r w Panel Clip Scmy Stainless Steel Insulatlon<=4" Material >=1/4" Insulation > 4" Material > = 1/4" Insulation < =4" Material < 1/4" Fastener #55 Fastener #70 Fastener #1 1/4"-14 x 1" 12-24 x 1 1/4" DPS 12-24 x 1 1/2" DPS 5/16" Hex Washer Head w/ Washer Member Screw Member Screw Member Screw FASTENER #43 FASTENER #43L FASTENER #HW399 0 5/16" Hex Washer Head 5/16" Hex Washer Head Optional Optional Optional Fastener #28 Fastener Fastener #2 SSBX o_ 12-14 x 2" 12 x 2"" 12-24 x 2"" DP5 DPS Fastener #76 Fastener #61 En Hex Washer Head" Hex Washer Head {" Hex Washer Head Fastener #10 4, DoubleLok UltraDek DoubleLok/UltraDek DoubleLok/UltraDek w/washer w/washer w/washer 12_14 x 2" 12-14 x 1 1/4" , Panel Clip Screw Panel Clio Screw Panel Clio Screw 1/4"-14 x 1 1/4 Insulation > 4" Material < 1/4" Insulation < = 4" Material > = 1/4" Insulation > 4" Material > = 1/4" 5/16" Hex Washer Head 5/16" Hex Washer Head 5/16" Hex Washer Head Fastener #1F Fastener #67 Fastener #69 1/4"-14 x 1 1/2" Driller 12-24 x 1 1/4" DPS 12-24 x 1 1/2" DPS L.T.P. Member Screw L.T.P. Member Screw (Long Life) #6 x 1" Rubber Grommet 00 N 5/16" Hex Washer Head w/ Washer 5/16" Hex Washer Head w/ Washer 5/16" Hex Washer Head w/ Washer 1/4"-14 x 1 1/4" 1/4"-14 x 1 1/4" 1/4" Hex Head w/ Washer � K. c 5/16" Hex Washer Head 5/16" Hex Washer Head w/ 1 1/8" O.D. Washer w/ 1 1/8" O.D. Washer N c C_ r3 Stitch Screw Stitch Screw Stitch Screw N e Fastener #4A Fastener #4 Fastener #4SSBX Fastener #16 Fastener #4s FASTENER #44 FASTENER #44L FASTENER #35 Ci o p DoubleLok/UltraDek N Z. a w o Panel ClipScrew -14 x " -14 x -14 x J" 12-24 x 1�" _ W Insulation < 4" Material < 1/4" Pancake SD DPS 1/4-14 x 5/8" Type B v Ld y Fastener #10 {�" Hex Washer Head {" Hex Washer Head " Hex Washer Head c w/washer w/washer w/washer W/O Washer Long Life 4< w U c 1/4"-14 x 1 1/4" 5/16" Hex Washer Head w/ Washer , v 5/16" Hex Washer Head w/ Washer N C7 U �, JQ L') _J O O E Wim° = L� O C � W Q ❑ L.T.P. Stitch Screw L.T.P. Stitch Screw (Long Life) #14 x 1 1/8" O.D. O U z Y 1/4"-14 x 7/8" 1/4"-14 x 7/8" Bonded WasherW O 5/16" Hex Washer Head 5/16" Hex Washer Head U N = w w/ 1 1/8" O.D. Washer w/ 1 1/8" O.D. Washer Rage Fuya � O O Page c000005 DoubleLok UltraDek DL00001 DoubleLok / UltraDek - Perimeter Trim Reference DL00008 / ate ev. Tape Sealant and Tube Sealant Date 4 R of Perimeter Trim Reference -Standard Trim Do,. 14 R°07 Trim Fastener and Sealants °Ln '14 R13 TRI -BEAD TAPE SEALER TAPE SEALER - SWAGED o ` ` ` FLAT TAPE SEALER Q HW504 HW507 HW5157 Iii Ii1Io✓/� L CZ C"I 4 0 a • X 2J' X 6- o C) 12 > El ❑ {j" X �" X 25'-0" J2" X }" X 50'-0" SCULPTURED EAVE EAVE TRIM LAP SAVE TRIM CAP HOLD DOWN CLIP CLOSURE (24") U U Z °n La GUTTER GUTTER LAP GUTTER CAP EXPANSION COVER GUTTER CLIP 2" LAP F2133 VARIES HW430 F2001 2" LAP F2002 F2003/F2004 F246 F2132 2 d Z rn m TRIPLE BEAD TAPE SEALER FLAT TAPE SEALER Fastener #a Panel ClipScrew ~ Q = z Fa°tend µ (6) Fastener #14 (6) Fastener #14 (9) Fastener #1E c z HW502 HW506 6 Fastener #4 44" Tube Sealant 24" Tube Sealant (11) Fastener #14 O }-14 x}- LL sD w/Washor 12" Tube Sealant (2) Per Clip 14 x 1 LL ac OU O U o 1-14 x J" LL SO (10) Fastener #14 (9) Fastener #14 Trim Color 1 u ■ of so w Waener a" O.C. 12" Tube Sealant D j" lu Roof calor Roof Color SD W/Washer Per u.l U C' BattenLok HS W/Washer Trim Color Trim Color (1) Fastener µ Fastener #4A PanelL'i m Q Z 3 1'-0 O.C. }-14 x �rlu SO W/waeher 1-14 x j" so W/Waeher 4'-8 Tape Sealant II- X 24" X 20'-0" X 1" X 45'-0" o• Tae HW504 t Trim Colo U > (a 0O Q O Roof Color Tdmor -0 coloOC.r Scale: NOT TO SCALE Q f�� �`O Drawn by. DCJ 3/17/15 URETHANE TUBE SEALANT TAPE SEALER NON -SKINNING BUTYL m MINOR RIB TUBE (VAPOR SEALANT) a Checked by. MAW 3/17/15 HW512 RAKE RAKE LAP Rake Cap (On Mod) Rake Cap (Off Mod GABLE CLOSURE Project Engineer. Rake Trim End Closure SLIP JOINT END RIDGE FLASHING RIDGE CLOSURE CLOSURE (18") STT F2201 2" LAP F2332/F2202 F2202/F2337 F2203 F2805 F675 F679 HW432 F2337_L/R Job Number: 14-8-71197-1 Fastener #1E 16" Tubs Sealant 31" Tube Sealant 24" Tube Sealant (3) Fastener #4A Fastener #4 30" Tube Sealant <?> m }-14 x 11" (5) Fastener #14 8 Fastener 14 }-14 x b" 30" Tape Sealant (4) Fastener #14 }-14 x d"LL So W/W-her (8) Fastener #1E (8) Fastener #14 () # (72) Fastener #4 (z) Fastener #a Trim Color SD W/Washer (2) Fastener #1 Trim Color (see coLoloto m epaams) Per Panel Sheet Number: RS Of 15 _Ta LL SD W/Washer Trim Color 16 Per La }-14 x a' 2'-0 O.C. }-t4 x Il (2) Fastener #1 Trim Color Trim Color (Trim Co or LL SD w/washer 4'-2 Tope Sealant IMP7100 (WHITE) Trim calor LL SD W/Washer 66" Tube sealant Trim calor The engineer whose seal HW541 (White) " X 1j" X 4" Trim color 30" Tape HW504 (Gray) DoubleLok HW5421 (Bronze) appears hereon is an employee for the manufacturer for the described M,te e High sealerials orr certification iisrlimited id a Rod o Side Rake to the products designed and is a 951d HIGHSIDE HIGHSIDE LAP OUTSIDE CORNER INSIDE CORNER FLOATING SIMPLE EAVE Flat Eave Trim Parapet High Side Transverse Joint CLOSURE (12') manufactured by manufacturer F2952 F2955 = Low/High F326 F270 HW442 Only.The undersigned engineer is F2601 2" LAP Right as Shown Field Work F149= Hi -Thermal not the overall engineer of •O 12• Tub Stylar° C Faetenw µ 23" Tube Sealant 23" Tube Sealant 23" Tube Sealant 9" Tube Sealant 13" Tube Sealant 32• Tuba Sealant (2) Fastener µ (7) Fastener #1E record for this project. 10 14 z �' LL 5o W/Wo�ar (7) Fastener #14 (7) Fastener #14 (7) Fastener #14 (2) Fastener #4 14 z See al' ala for epaaing) Fastener #4A (2) #14 per 2" Lap ,4 x b" LL sD w/Washer 1 i' u. so w Ww Per Panel Fastener µA (3) Fastener #4 (3) Fastener #4 (3) Fastener #4 }- (t) Faetenx 1E DEKSTRIP 7" WIDE = HW5227 }-14 . �t a w/waener } 14 x } J-14 x b }-14 x b }-14 x b" SD W/Washer #14 36" o.0 w/out a #14 Per 2" Lap 1-14. 11• u so w/Wa.n.r 3'-8 Tape Sealant DEKSTRIP 9" WIDE = HW5228 t -o O.C. LL SD W/Washer LL SD w/wasner LL SD W/Washer 1'-a D.C. Closure #14A 12" FOTO"°r #4 pet °D Trim Color Trtm Color Trlan Color Trim Color (2) Fastener #14 }-14 x �' LL 5n W/washer F°'r."r #1E DEKSTRIP 12" WIDE = HW5229 o.e. w/Closure s• O.0Col i +4 . 1! u s° w/warwr per 2" Lap Trim GOIOr Roof Color 2'-0 °.e. Bird Stop Trim Color Roo+ agar DRCE3A ENCE3A Rhe e GJtt6 COLOR Gray Rake Gutter Gutter Gutter Gutter Gutter o,(e SCREWS 2" O.C. MAX. PERIMETERBACK-UP PLATE TAPE SEALANT BOTH SIDES OUTSIDE CORNER INSIDE CORNER OUTSIDE CORNER INSIDE CORNER TERMINATION TRIM Parapet Rake Trim Rake Cleat Trim EXPANSION FLASH TUBE SEALANT EACH END Right as shown Field Work Field Work Field Work F117 F324 F292 F215 2" x 24GA. TERMINATION STRIP 26" Tube Sealant 26" Tube Sealant 12" Tube sealant 24 Tube sealant 4• Twee sealant Fastener #4A 24" WIDE HW7760 16" Tube Sealant 26" Tube Sealant (3) Fastener #4 (2) Feet-., #14A (1) Fastener #tE 1'-0 O.C. 12" WIDE HW7761 1-14 x a" SD W/Washer 18" WIDE HW776 EACH END (20) Fastener #14 (t D) Fastener #14 (11) Fastener #14 (11) Fastener #14 J-14 .;• LL SD W/Washor (2) Fastener #4 1-14 . 1}• LL So wiwa°nor (2) Fastener #4 (2) Fastener #4 (1) Fastener #1E 4-14 z i" LL So W/w-her per 2• Lap 17-14 x 3' }-14 x }" Trim Color Trim Color }-14 x 13 LL sD W/W-her per 2" Lap Roof color Trim color LL SD W/Washer LL SD W/Washer per 2 "Lap Roof Color L-M, AVP / PBA Wall Panel PA05004 Fastener Locationar'14R 04 Membe Screws Note1� 1 and 2 Sheeting _ Bote Direction Note 1 Strut Sim Coke Argue Ra ember Base N Note Nete 2 No{e 1 Note J1 Fastener #17A 12-14 x 1}" SD W/Wash 1'-0 o.c. Note #2 Fastener #4A J-14 x �" SD W/Washer 1'-8 o.c. AVP / PBA Wall Panel Panel Side Lap Leg For Screw Type & Spacing Sheeting Direction CORRECT Buildinq Side L Refer to PA05004 Extended Leg J For Screw Type & Spacing Sheeting Direction WRONG PA05002 Rev. 3r'14 02 AVP/PBA Wall Panel Base Angle Without Panel Recess 'age PA02101 -7--[H-77 Oct'14 1 00 Base Angle RA1 Fastener #12A PBA Wall Panel 12-14 x 1" Pancake SD W/O Washer AVP / (3) Per Base Trim — Fastener #17A 12-14 x 11" SD W/Washer 1'-0 O.C. Concrete Fastener Optional Foam Closure r0 Minimum HW464 5'-0 O.C. Maximum (Not by Metal Building Mfr.) :.. 4 d "A a; Base Trim See Erection Base Trim Drawings F406 F407 F408 0 0 :CO s ct o •" o�N v C o zE a h C jO y N 0 0 Ld C U ULLI O i a0 of U Cr y J a J O O 1.2 0 o r^ �w� Z DFJ ❑ U (7 LJ Y O U N Z W 0 0 O Li 2L2 C N RZ �2 Q O ❑ ❑ O O 0> �Q vw }mm_ C Z Q IL - O Q O U 0 0 u O W U Z ED Q Z �0-j U 3 y U>Wof Q O O Scale: NOT TO SCALE Drown by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number. 14—B-71197-1 Sheet Number: R9 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A I Page AVP / PBA Wall Panel - Three Sided Framed Opening PA07022 Trim Installation with Field Notch Panel at Head TrimR Se p'14 04 Notg Trim Installation can be done by Field Notch Panel as shown on PA07022 & PA07023 QR with Field Notch and Bend Tabs at Head Trim as shown on PA07024 & PA07025. Opening Width + 6" (+2" Lap when req'd) 3". Opening Width 3" `7r r7 Field cut Panel Rivet at 20" O.C. at Cold Form 0 0 OR AVP / PBA Wall Panel - Three Sided Framed Opening p g Jamb Trim Installation r v+ o Head Trim F481 See 0 v with HW54 _ °°`° '14113 Se PA07030 c 3 at these edges III Fastener #14A A" x J" Pop Rivet Note: All trim is to be after installation O III at 20" O.C. at Cold Form CL v . insulation is applied to walls OR Head Trim F481ield O V W 0 Fastener #16 iN I See PA07027 for Jamb Trim field cut detail 12-24 x 14" Pancake SD DP5 �+ rn See }" Tc W/O Washer at V-8 O.C. ° = O+ o at Hot Rolled + 01}" d o- at at Cold Form Bead of HW54_ Tube Caulking r o. OR from Header to Floor (see section) - o d x f Fastener #16 at 20" O.C. at Cold Form See P Jamb Trim F482 Jamb Trim F482 t c o OR or Alternate F484 or Alternate F484 O o Fastener #16 > Orn¢ z Ln Lu m m y V Q See PA07029 0 Finish Floor Line Width See PA07023 & PA07027 Note: For Optional" o Channel Closure Trim see PA07028 _ 2" Lap with 2 O Fasteners #14 xP f� " Po Rivet Typ at Head & Jamb Trim when required. Field notch 0 as required. 0 Note: All trim is to be Note: Field measure Opening Width installed BEFORE blanket and Height before making field cuts insulation is applied to walls. and adjust cut dimensions accordingly. AVP / PBA Wall Panel - Three Sided Framed Opening PPA07023 Field Notch Panel at Head Trimeev Se '14 04 Note: Trim Installation can be done by Field Notch Panel as shown on PA07022 & PA07023 OR with Field Notch and Bend Tabs at Head Trim as shown on PA07024 & PA07025. Opening Width + 6" (+2" Lap when req'd) Head Trim F481 I I I Front View End Vie 2" Lap with (2) Fasteners w -- #14 d" x A" Pop Rivet and HW54- Caulking Opening Width 3" Opening Width 3" Field notch Panel at Head Trim Head Trim F481 J � J See PA07027 for Jamb Trim field cut detail Jamb Trim F482 or Alternate F484 0 e Field cut Panel Rivet at 20" O.C. at Cold Form j OR AVP / PBA Wall Panel - Three Sided Framed Opening p g Jamb Trim Installation r v+ 1} 12-24 x 1}" Pancake SD DP5 Caulk with HW54 _ °°`° '14113 Se at Hot Rolled Note: Panel position is shown with Panel Rib at these edges III Re". 02 Note: All trim is to be after installation O III installed BEFORE blanket depending on the Opening Width and location. . insulation is applied to walls Field measure before cutting Panel and Trim. Fastener #14A d" x J" Pop J Field cut Panel Rivet at 20" O.C. at Cold Form Remove OR AVP / PBA Wall Panel - Three Sided Framed Opening p g Jamb Trim Installation Fastener #16 1} 12-24 x 1}" Pancake SD DP5 o°`° Se 14 W/O Washer at 1'-8 O.C. °°`° '14113 Se at Hot Rolled Note: Panel position is shown with Panel Rib See P, starting 6" from Steel Line and Opening on Re". 02 Note: All trim is to be 1'-0 module. Location of Panel Rib may vary & PA PF installed BEFORE blanket depending on the Opening Width and location. o o0 insulation is applied to walls Field measure before cutting Panel and Trim. an, AVP / PBA Wall Panel - Three Sided Framed Opening Page PA07024 Trim Installation with Field Notch and Bend Tabs at Head Trim" '9;p'14164 Note: Trim Installation can be done by Field Notch Panel as shown on PA07022 & PA07023 OR with Field Notch and Bend Tabs at Head Trim as shown on PA07024 & PA07025. Oaenlnn Width + 6" (+9" Inn when rP,'.i) dela cut PA07027 (Viewed from top of Head Trim) Remove Opening Width + 3" AVP / PBA Wall Panel - Three Sided Framed Opening p g Jamb Trim Installation Field Notch and Bend 14" Tab 1} Opening Width o°`° Se 14 behind Jamb Trim. Attach with °°`° '14113 Se V 6) °°'° Ma 14 See P, °gee Mar'14 Re". 02 o & PA PF r o o0 N -�O Head Trim F481ield O V W 0 ° J a 'n -J Iii 1a)O 0 0 I See PA07027 for Jamb Trim field cut detail to See }" Tc U WY O O+ PA07030 Trim. AVP/PBA Wall Panel d o- at at Cold Form U U Faster OR w Fastener #14A J" x a" Pop Rivet d x f Fastener #16 at 20" O.C. at Cold Form See P N OLZ �Z o OR ° details Q Jamb Trim F482Jamb Fastener #16 > Orn¢ z Ln Lu m m y V Q 12-14 x 1}" SD W/Washer 12-24 x 14" Pancake SD DP5 Alternate Jamb Trim F484 ViewTop Too View W/O Washer at V-8 O.C. o Fastener #14A a" x �" Pop Rivet (Cold Form hown at 1'-0 O.C. at Cold Form O at Hot Rolled U>coo¢ _ o See Bead of HW54- Tube Caulkin Hot Rolled similar) for at 20" O.C. at Cold Form ) OR Fastener 14A x Po dat ° from Header to Floor (see section) S c a o PA07030 Jamb Trim F482 Jamb Trim F482 2" L Rivet at 20" O. C. Cold Form or Alternate F484 or Alternate F484 Fast Fastener #76 12-24 x 1j" Pancake SD DP5 "Optional" Channel Closure Trim 12-24 x 1i" SO DP5 W/Washer at 1'-0 O.C. T"Yx Field Cut and Remove I t a Fastener #14A J" x J" Pop Rivet W/0 Washer at V-8 O.C. See PA07028 for details. at Hot Rolled 12-24 x 1�" Pancake SD DP5 W/O Washer Jam! ° v See requ ° as r at Hot Rolled Double Sided Tape" at V-8 O.C. at Hot Rolled PA07029 "' r) N Fastener #16 LM 12-24 x 1j" Pancake SD DP5 mBlanket x W/O Washer at 1'-8 O.C. Note: "Optional" Channel Header u e v d For % n + r rn o at Hot Rolled 2" La t at c P a Channel Closure Trim Head &Jamb when required. Field cut o o q Channel Closure Trim to length if req'd i i i �� i i i i �1 Head Trim F481 « L + a, Chann = see P and notch. _ i - --� 0 Finish Floor Line o I Opening Width I (2) Fasteners #14 S See 07025 )7027 otch and Bend ) behind Jamb kttach with er #14 " Pop Rivet. 07025 for 3p with (2) :Hers #14 J" Pop Rivet A Head & Trim when red. Field notch !quired. ptional" >l Closure Trim 107028 Note: All trim is to be Note: Field measure Opening Width installed BEFORE blanket andHeight before making field cuts insulation is applied to walls. and adjust cut dimensions accordingly. AVP / PBA Wall Panel - Three Sided Framed Opening PA07025 Field Notch and Bend Tabs at Head Trim Sep'14R04 Note: To Installation can be done by Field Notch Panel as shown on PA07022 & PA07023 QE with Field Notch and Bend Tabs at Head Trim as shown on PA07024 & PA07025. Opening Width + 6" (+2" Lap when req'd) *Opening Width + 3" *Note: Field measure Opening Width and tf1" *Opening Width 1} cut Head Trim to *Field Cut required length. Remainder and Remove Head Trim F481 I I Front View 2" Lap with (2) Fasteners #14 "' See End Cut Detail J" x J" Pop Rivet and HW54- Caulking Opening Width Do not cut orNote: All trim is to be remove back leg installed BEFORE blanket insulation is applied to walls 1 I� Bend 14" Tab f down 90 degreesNote: Panel position is shown with Panel Rib starting 6" from Steel Line and Opening on V-0 module. Location of Panel Rib may vary Field Cut depending on the Opening Width and location. and Remove Field measure before cutting Panel and Trim. End Cut Defail PA07027 (Viewed from top of Head Trim) AVP ! PBA Wall Panel - Three Sided Framed Opening "Optional" Channel Closure Trim Opening Width AVP / PBA Wall Panel - Three Sided Framed Opening p g Jamb Trim Installation Field Notch and Bend 14" Tab AVP / PBA Wall Panel - Three Sided Framed Opening p g Head Trim Installation Pa9°PA07030 o°`° Se 14 behind Jamb Trim. Attach with °°`° '14113 Se V 6) °°'° Ma 14 Fastener #14 J" x J" Pop Rivet °gee Mar'14 Re". 02 —� 0 0 o J W N -�O Head Trim F481 O V W 0 ° J a 'n -J Iii 1a)O 0 0 o+ See PA07027 for Jamb Trim field cut detail to DIJ-U�_ Jamb Trim F482 or Alternate F484 U WY O O+ Fastener #14A A" x J" Pop Rivet at 20" O.C. CN U1 AVP/PBA Wall Panel d o- at at Cold Form U U OR w Fastener #16 o 2 Z , 12-24 x 14" Pancake SD DP5 W/O Washer N OLZ �Z o at 1'-8 O.C. at Hot Rolled Q \-- Field cut Panel AVP / PBA Wall Panel - Three Sided Framed Opening Jamb Trim Field Cut Details PA07027 AVP ! PBA Wall Panel - Three Sided Framed Opening "Optional" Channel Closure Trim Pa9°PA07028 AVP / PBA Wall Panel - Three Sided Framed Opening p g Jamb Trim Installation N9. PA07029 AVP / PBA Wall Panel - Three Sided Framed Opening p g Head Trim Installation Pa9°PA07030 o°`° Se 14 P°° 02 °°`° '14113 Se V 6) °°'° Ma 14 R°° 03 °gee Mar'14 Re". 02 4J" 4AII o J W N -�O N 0 O V W U , 333 ° J a 'n -J Iii 1a)O 0 0 Opening Width + 7" (+2" Lap when req'd) o c)wQ Z to DIJ-U�_ U WY O Opening Width 31" CN U1 AVP/PBA Wall Panel CL 12�coUO U U w oU o 2 Z , C N OLZ �Z o Fastener #17A Q Jamb Trim F482Jamb U rQ� Z > Orn¢ z Ln Lu m m y V Q 12-14 x 1}" SD W/Washer Alternate Jamb Trim F484 ViewTop Too View 0 Channel Closure Trim o Fastener #14A a" x �" Pop Rivet (Cold Form hown at 1'-0 O.C. at Cold Form O U>coo¢ 4J" o See Checked by. MAW 3/17/15 Hot Rolled similar) for at 20" O.C. at Cold Form ) OR Fastener 14A x Po dat 'o- PA07030 OR Fastener #67 Rivet at 20" O. C. Cold Form c Fastener #76 12-24 x 1j" Pancake SD DP5 "Optional" Channel Closure Trim 12-24 x 1i" SO DP5 W/Washer at 1'-0 O.C. Fastener 16 # Field Cut and Remove I t a Fastener #14A J" x J" Pop Rivet W/0 Washer at V-8 O.C. See PA07028 for details. at Hot Rolled 12-24 x 1�" Pancake SD DP5 W/O Washer J at 20" O.C. at Cold Form OR ° at Hot Rolled Double Sided Tape" at V-8 O.C. at Hot Rolled "' r) N Fastener #16 LM 12-24 x 1j" Pancake SD DP5 mBlanket x W/O Washer at 1'-8 O.C. (Not by Bldg Mfg) Insulation }" Bead of HW54- Tube Caulking (Header to Floor) "Optional" Channel Header u e v d Cut and remove remainder of front fold n + r rn o at Hot Rolled 2" La t at c P a Channel Closure Trim Head &Jamb when required. Field cut o o q Channel Closure Trim to length if req'd i i i �� i i i i �1 Head Trim F481 « L + a, Closure Trim (Cold Form shown See PA07028 Hot Rolled similar) for details = Q and notch. _ i - --� ao (2) Fasteners #14 S See Field Cut Wall Panel x s o x Po Rivet dat 0 Wall ane AVP/PBA Wll Pl v c Side View at Head TrimPA07029 J lap oa c a N ••'ate: Terminate Blanket Insulation ov a N =2" -- -- Lap when required. Finish Floor Line 0 0 at capillary lip of Jamb Trim 0P ening Width O + c Field cut and notch Field flatten Trim leg when required _ a as required. 1" Field bend tab down 90 degreesJamb 9 2 " Field cut and remove Channel Closure Trim Piece Mark or AltemateflJambBTri(shF484 Finish Floor Line rn F981 - 8" member C .F2994 Channel Closure Trim - 8J" member a 3�' y/L� F2991 - 81" member F2992 - 8J" member F952 - 10" member Finish Floor Line 31" Field cut and remove F2993 - 101" member F169 - 12' member ,. F2995 - 12j" member Side View at Sill Trim Channel Closure Trim at Jambs Note All trim is to be Alternate Jamb Trim F484 Profile installed BEFORE blanket Jamb Trim F482 and insulation is applied to walls. Note: Panel position is shown with Panel Rib Note: Field measure Opening Height Alternate Jamb Trim F484 Front View Note: Field measure Opening Width starting 6" from Steel Line and Opening on Note;_ All trim is to be 1'-0 module. Location of Panel Rib may vary Y Y Note: All trim E l be installed BEFORE blanket before making field cuts and adjust cut dimensions accordingly. Right Jamb Trim as shown and Height before making field cuts 9 9 installed BEFORE blanket depending on the Opening Width and location. insulation is applied to walls Field measure before cutting Panel and Trim. PP 9 insulation is applied to walls PP Left Jamb Trim opposite hand End Cut Detail and adjust cut dimensions accordingly. Q) �; o�N a CL O Nc�i c V 6) O U o J W N -�O N 0 O V W U , 333 ° J a 'n -J Iii 1a)O 0 0 o c)wQ Z to DIJ-U�_ U WY O ^` CN U1 CL 12�coUO U U w oU o 2 Z , C N OLZ �Z o ¢�> Q U rQ� Z > Orn¢ z Ln Lu m m y V Q L U:n U 0 III U Q C 0 O 00Jt- O U>coo¢ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer - Job Number: 14—B-71197-1 Sheet Number: R10 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A _ P°ge AVP I PBA Wall Panel - Walk Door & Glass -Front Walk Door PA09022 Trim Installation with Field Notch Panel at Head Trim ° R" Ma '14 02 ote: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 OR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. `o 0 °o Door Width + 6}" (+ V-6 for each SideLite) � Y O 0 3 11" Door Width + 3�" (+ 1'-6 for each SideLite) 1J" o° ILL o See PA09023 Y m 0 u & PA09027 0 0 o N 3 Y u 0 0 0 n �3 0 ° Head Trim F481 See PA09030 a or PA09032 0 Fastener #14A A" x J" Pop Rivet at 20" O.C. Note: All trim is to be Note: Field measure Door Width and installed BEFORE blanket Height before making field cuts and insulation is applied to walls. adjust it dimensions accordingly. P°9e AVP / PBA Wall Panel - Walk Door & Glass- Front Walk Door PA09023 Field Notch Panel at Head Trim DM Mar'R° 13 01 Note: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 OR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. Pg. PA09027 Door Width + 34" Bead HW54_ Tube Caulking o = `o W. Mar'13 Door Width of I from Header to Floor (see section) (+ for each SideLite) 0 0 �i 02 (+ V-6 for each SideLite) 1}" Jamb Trim F482 Jamb Trim F482 Door Width remove back leg installed BEFORE blanket or Optional F484 or Optional F484 ° r (+ 1'-6 for each SideLite) 1}" uJ 00 insulation is applied to walls AVP/PBA Wall Panel I Bend 1}" Tab down 90 degrees V W U Note: Panel position is shown with Panel Rib o 0 t2 � FastenerPo x 14 p Rivet # d" {�" Fastener #17A c o Seo module. Location of Panel Rib may vary Jamb Trim F482 Factory attached Sub—Jamb o IPA09029 0 Top View °o Too View or PA09031 I at ,'-0 O.C. Y 0 o Finish Floor Line 0 Door Width (+ V-6 for each SideLite) 1}" 1}" Fastener #142 0" x Pop Rivet at 20" O.C. Door Width + 31" (+ 1'-6 for each SideLite) Note: All trim is to be Note: Field measure Door Width and installed BEFORE blanket Height before making field cuts and insulation is applied to walls. adjust it dimensions accordingly. P°9e AVP / PBA Wall Panel - Walk Door & Glass- Front Walk Door PA09023 Field Notch Panel at Head Trim DM Mar'R° 13 01 Note: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 OR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. Field notch Panel at Head Trim Caulk these edgesfl after installation. ff Note: Panel position is shown with Panel Rib starting 6" from Steel Line and Door on 1'-0 Rote: All trim is to be module. Location of Panel Rib may vary installed BEFORE blanket depending on the Door Width and location. insulation is applied to walls Field measure before cutting Panel and Trim. AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door PA09024 Trim Installation with Field Notch and Bend Tabs at Head TrimR`' May'14 03 Note; Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 OR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. `o 0 00 Door Width + 61" (+ V-6 for each SideLite) 0 0 3 14" Door Width + 33" (+ V-6 for each SideLite) 14" `o o° j a See PA09025 Y m °o & PA09027 O a N 0 0 0 0 r, AVP i PBA Wall Panel - Walk Door & Glass -Front Walk Door PA09025 Field Notch and Bend Tabs at Head Trim Mar'13 01 Note: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 QR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. Door Width + 61" (+ 1'-6 for each SideLite) Door Width + 34" (+ 1'-6 for each SideLite) Head Trim F481 I Field Notch and See End Cut Detail See Bend 11" Tab PA09030 behind Jamb or PA09032 I Trim. Attach o with Fastener 14 x Fastener 14A #"" # �" x �" Pop Rivet. See Pop Rivet at 20" O.C. I PA09025 for details. L O O o+ Bead of HW54_ Tube Caulkin = I from Header to Floor (see section) I `o 0 0 Jamb Trim F482 Jamb Trim F482 �i or Optional F484 or Optional F484 n v See o I or PA09031 I o Finish Floor Line 0 `re 1" Door Width (+ 1'-6 for each SideLite) 1" Door Width + 31" (+ 1'-6 for each SideLite) Note, All trim Is to be Note: Field measure Door Width and installed BEFORE blanketHeight before making field cuts and insulation is applied to wolls. adjust cut dimensions accordingly. AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door Jamb Trim Field Cut Details Pg. PA09027 Door Width + 34" P°gePA09029 (+ 1'-6 for each SideLite) Door Width + 3}" V-6 1 W. Mar'13 Door Width °°`° Ma '14 (+ for each SideLite) Mar'14 02 (+ V-6 for each SideLite) 1}" Door Width remove back leg installed BEFORE blanket H C j behind Jamb Trim. Attach with O (+ 1'-6 for each SideLite) 1}" uJ 00 insulation is applied to walls AVP/PBA Wall Panel I Bend 1}" Tab down 90 degrees V W U Note: Panel position is shown with Panel Rib o 0 t2 � FastenerPo x 14 p Rivet # d" {�" Fastener #17A c o Optional Jamb Trim F484 module. Location of Panel Rib may vary Jamb Trim F482 Factory attached Sub—Jamb depending on the Door Width and location. SDW1 Washer / Top View °o Too View CJ N W at ,'-0 O.C. Y 0 o 00 4A" � N `00 Fastener #142 0" x Pop Rivet at 20" O.C. ® `U pU (Header to Floor) 3 Y N 0 o Po It 1z: L21__ Fastener #14A d" x �" 0 CD z�uriw o I o ED 4-L Pop Rivet at 20" O.C. C 0 3 0 3 I I i��Y_ 3" Walk Door Double Sided Tape Walk Door Jomb (Not by Bldg Mfg) (Profile may vary) E 6 (o (nOJH ` 3 . . . . . . . . . . . . . . . . . . . . . . . ....................... . . . . . . . N `q I 2" Glass—Front Door . O ---- --� --Head Checked by MAW 3/17/15 Project Engineer - Head Trim F481 i — ------I T7 Head Trim F481 III II Cut and remove remainder of front fold 0 `0 See PA09027 I Door Header Head Trim F481 (Profile may vary) III Y I 0 0 for Jamb Trim I A o 3 I field cut detail I p 0 O 03 O . I I 0 o o I L AVP/PBA Wall Panel Field Cut Wall Panel 03 c o Y 0 I III I I or Optional F484 N-4t�:Terminate Blanket Insulation Door Width I -a2 o Jamb Trim F482 oo I at capillary lip of Jamb Trimo 1}" (+ 1'-6 for each SideLite) I o or Optional F484 I IIIA Y 0 I Fastener14A " x # a I n n I Fastener #14A x Field cut Panel 'n Field cut Panel Pop Rivet at 20" O.C. flatten Trim leg when required Door Width + 3}" N Field notch Panel at Head Trim Caulk these edgesfl after installation. ff Note: Panel position is shown with Panel Rib starting 6" from Steel Line and Door on 1'-0 Rote: All trim is to be module. Location of Panel Rib may vary installed BEFORE blanket depending on the Door Width and location. insulation is applied to walls Field measure before cutting Panel and Trim. AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door PA09024 Trim Installation with Field Notch and Bend Tabs at Head TrimR`' May'14 03 Note; Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 OR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. `o 0 00 Door Width + 61" (+ V-6 for each SideLite) 0 0 3 14" Door Width + 33" (+ V-6 for each SideLite) 14" `o o° j a See PA09025 Y m °o & PA09027 O a N 0 0 0 0 r, AVP i PBA Wall Panel - Walk Door & Glass -Front Walk Door PA09025 Field Notch and Bend Tabs at Head Trim Mar'13 01 Note: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 QR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. Door Width + 61" (+ 1'-6 for each SideLite) Door Width + 34" (+ 1'-6 for each SideLite) Head Trim F481 I Field Notch and See End Cut Detail See Bend 11" Tab PA09030 behind Jamb or PA09032 I Trim. Attach o with Fastener 14 x Fastener 14A #"" # �" x �" Pop Rivet. See Pop Rivet at 20" O.C. I PA09025 for details. L O O o+ Bead of HW54_ Tube Caulkin = I from Header to Floor (see section) I `o 0 0 Jamb Trim F482 Jamb Trim F482 �i or Optional F484 or Optional F484 n v See o I or PA09031 I o Finish Floor Line 0 `re 1" Door Width (+ 1'-6 for each SideLite) 1" Door Width + 31" (+ 1'-6 for each SideLite) Note, All trim Is to be Note: Field measure Door Width and installed BEFORE blanketHeight before making field cuts and insulation is applied to wolls. adjust cut dimensions accordingly. AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door Jamb Trim Field Cut Details Pg. PA09027 AVP/PBA Panel - Preassembled Walk Door & Glass -Front Walk Door Jamb Trim Installation P°gePA09029 AVP / PBA Wall Panel - Preassembled Walk Door and Glass -Front Walk Door -Head Trim Installation P°g°PA09030 W. Mar'13 "°° 01 °°`° Ma '14 R°° 02 Mar'14 02 Note: All trim is to be ,O h remove back leg installed BEFORE blanket H C j behind Jamb Trim. Attach with O uJ 00 insulation is applied to walls AVP/PBA Wall Panel I Bend 1}" Tab down 90 degrees V W U Note: Panel position is shown with Panel Rib o 0 t2 � FastenerPo x 14 p Rivet # d" {�" Fastener #17A Optional Jamb Trim F484 module. Location of Panel Rib may vary Jamb Trim F482 Factory attached Sub—Jamb depending on the Door Width and location. SDW1 Washer / Top View Too View CJ N W at ,'-0 O.C. Y 0 o 00 4A" }" Bead of HW54— Tube Caulking `00 Fastener #142 0" x Pop Rivet at 20" O.C. ® `U pU (Header to Floor) 3 'Tf o Po It 1z: L21__ Fastener #14A d" x �" 0 CD z�uriw o I o I Field Cut and Remove Pop Rivet at 20" O.C. C 0 3 0 3 I I i��Y_ 3" Walk Door Double Sided Tape Walk Door Jomb (Not by Bldg Mfg) (Profile may vary) E 6 (o (nOJH ` 3 N `q I 2" Glass—Front Door Blanket Insulation O Drawn by. DCJ 3/17/15 Checked by MAW 3/17/15 Project Engineer - Head Trim F481 i Sheet Number: R11 of 15 o III II Cut and remove remainder of front fold i/Walk i �� i i �i �� i `0 0 Door Header Head Trim F481 (Profile may vary) III .Trim field cut detail i A p 0 O 03 Side View at Head Trim 0 o o Jamb Trim F482 I L AVP/PBA Wall Panel Field Cut Wall Panel 03 c x c 0 0V 3 III I s 0 0 or Optional F484 N-4t�:Terminate Blanket Insulation Door Width 30 N -a2 o oo I at capillary lip of Jamb Trimo 1}" (+ 1'-6 for each SideLite) I o o N I IIIA Y 0 I Fastener14A " x # n n _I�, n "e Field cut Panel 0Field flatten Trim leg when required Door Width + 3}" N j o N (+ 1'-6 for each SideLite) r I a Jamb Trim F482 (shown) n or Optional Jamb Trim F484 Finish Floor Line Finish Floor Line Side Vew at Sill Trim Optional Jamb Trim F484 Profile Jamb Trim F482 and Note Panel position is shown with Panel Rib NoteL Field measure Door Height before Optional Jamb Trim F484 starting 6" from Steel Line and Door on 1'-0 Note: All trim is to be module. Location of Panel Rib may vary N � All trim is to be making field cuts and adjust cut dimensions accordingly so that Jamb Trim fits to Head Front View Right Jamb Trim as shown installed BEFORE blanket depending on the Door Width and location. insulation is applied to walls Field measure before cutting Panel and Trim. installed BEFORE blanket insulation is applied to walls. Trim & at 1}" below Finish Floor Line. Left Jamb Trim opposite hand I Field Cut and Remove Head Trim F481 Front View O nd View Opening Width Field Notch and Bend 14" Tab Do not cut or Note: All trim is to be ,O h remove back leg installed BEFORE blanket H C j behind Jamb Trim. Attach with O uJ 00 insulation is applied to walls —� I Bend 1}" Tab down 90 degrees V W U Note: Panel position is shown with Panel Rib o 0 t2 � FastenerPo x 14 p Rivet # d" {�" starting 6" from Steel Line and Door on 1'-0 module. Location of Panel Rib may vary ❑ depending on the Door Width and location. Field measure before cutting Panel and Trim. End Cut Detail (Viewed from top of Head Trim) Door Width + 34" Door Width + 3}" (+ V-6 for each SideLite) (+ V-6 for each SideLite) 1)" Door Width Door Width (+ V-6 for each SideLite) 1 " (+ V-6 for each SideLite) 1i" O Field Notch and Bend 14" Tab o ,O h H C j behind Jamb Trim. Attach with O uJ 00 0 —� V W U n u o 0 t2 � FastenerPo x 14 p Rivet # d" {�" _Ja wIXm0 ° 0 m ❑ U C7 W Y O CJ N W Y 0 0 0 ® `U pU 3 'Tf N It 1z: L21__ 0 Ld Q o V CD z�uriw I U z rx '- v C > Z Q = Q UDUO U III E 6 (o (nOJH OC O o U>c'n0¢ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by MAW 3/17/15 Project Engineer - Head Trim F481 i Sheet Number: R11 of 15 o III II See PA09027 for Jamb o a0 III .Trim field cut detail i A Jamb Trim F482 I 0V 3 III I or Optional F484 n I o N I IIIA I Fastener14A " x # _I�, n "e Field cut Panel Pop Rivet at 20" O.C. j r` N The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A O vi ,O h H C j O w O uJ 00 0 V W U n u o 0 t2 � _Ja wIXm0 o C) ❑ U C7 W Y O CJ N W 2 CL o_ ED U of 0 0 `U pU EL2 ¢L2 N It 1z: L21__ 0 Ld Q o V CD z�uriw U z 0- v C > Z Q = Q UDUO U III E 6 (o (nOJH OC O o U>c'n0¢ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by MAW 3/17/15 Project Engineer - Job Number: 14—B-71197-1 Sheet Number: R11 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A DoubleLok / UltraDek Fixed Eave Plate P°GDLO1003 Dec'12R00 DoubleLok 1 UltraDek P°GDLO1008 Rake Support - Fixed Eave - Parapet Rake ate R°". Dec 12 00 Butt against Rake Field Block out bottom leg of Rake Support Angle 4}" Fastener 12A # Field Cut flush y 12 x 1" P.H. DP3 Support Angle Fastener #5 with Steel Line J required at each Roof Member 6" HW77201HW7600 4 14 x 11" 2 to Por Fastener 1 # 24" O.C. Fastener #5 q aper U) h9le Roke }-14 x 1" 12" O.C. (centered in slot)}" -14 x 1}" Rake Support Angle R 9 Aq tee 24" 4 Rake Support AngleI o.c. HW7722 (Utility Clip) IHW7710 Notch Detail (Low Clip)i IHW7720 6 (High Clip) f I"A" C O HW7664 (Hi—Thermal)Parapet #Lin(2) Rake Ang 4 N U W Rake AngleRA1HW7710 IA" Rake Support Angle (Low Clip) Strut U D utEave a - Direction HW7720 (High Clip) Eo eStrHW7664 4 7 (Hi—Thermal)HW7722 Gutter (Utility Clip) Fixed Eave Plate flush with outside face of high rib Expansion Gutter Note; Flat Eave TrimF2955,Install when required, to be installed of wall panels. The first Eave Plate will butt against the 12-14 x 14" SO eail at High Eave before attaching Rake Support vertical leg of the Rake Support Angle. All of the Eave Single Slope Building jEcve Plate Shape May Varyl Angle. Plates may be installed at this time. Be sure to butt each Eave Plate end to end without leaving a gap between the Cap (See Table)W/Washer Gutter iii i Detail at Low Eave Field CNAngles plates. QISE Angles Parapet Rake Angle RA4 without Eave Plate Gutter Strap Rake Support Angle HW7710 (Low Clip) Fastener #5 Stop Rake Suppo}"-14 x 1}" Fastener #12A Hold Rake Support Angle HW7720 (High Clip) back 2}" minimu24" o.c. 12 x 1" P.H. DP3 each side of Ridflush with Eave Plate HW7664 (Hi—Thermal) (2) required ateach O Q Roof Member Standard F246 (shown) Standard Large F289 Field Cut flush i Inside Metal Closure (HW426) with Steel Line in i Fastener #1 }-14 x 1" astener #5 12" O.C. }-14 x 1}" 24" O.C. (centered in SWI',—Eave Plate ,m slot) Eave Strut Fastener #12A 12 x 1" P.H. DP3 (1) required at each Roof Member �i Section "A" Rake Angle RA1 Eave Plate Shape May Vary Ria eg ne 4 Detail at Building Ridge Pu rCtn r HW7710�" Rake Support Angle Flush with Eave Plate I See Notch Details 5Sheeting HW77201HW7600 4 Eave Plate (Low Clip) strut move 4. HW7616 (High Clip — 1") HW7654 (High Clip — 1�") a 0 HW7664 ate Butt a Hi—Thermal Clip) Butt against Parapet Rake Angle and attach with 4 Rev. 02 Fastener #1 1-14 x 1" DP3 Detail at Low Eave Notch Detail 12" o.c. with Eave Plate UltraDek or DoubleLok Sheeting Layout Rear Eave 1 4 7 v 2 5Sheeting a v DoubleLok / UltraDek Roof Panel - Low Sidewall Parapet PXGDL23001 Jun'14 J Rev. 04 a 0 Direction 3 6 pate Mall Rev. 02 Fixed Without Eave Plate - Sheeted Wall DoubleLok I UltraDek Ridge I Highslde 3 6 h N O O O 3 C O 2 5 N U W 0 0 Sheeting _ U D Parapet Cap Not Shown a - Direction 1 4 7 o` Gutter Front Eave Each side of the roof can be installed separately or both sides simultaneously, from opposite ends or the some end. eGDL05040 DoubleLok / UltraDek P°GDL02040 �9'1a oo Tape Sealant at Low Eave o°`° R Dec 12 00 Tri—Bead Tape Sealant HW504 14" Long to Male Leg directtly over Closure Tri—Bead Tape Sealant HW504 on top and side of each closure to complete the seal at eave. Tri—Bead Tape Sealant HW504 1}" Long each side of Closure co Minor Rib Tape Sealant HW512 Apply to the underside of the minor rib on the panel. Position so tape sealer will cross the Tri—Bead Tape Sealant when F^ panel is installed. 1ttt Tri—Bead Tape \` J Sealant HW504 Inside Metal Closure HW426 DoubleLok / UltraDek - Contoured Standard and Standard Large Gutter P ­Rase DL02001 Gutter End Lap Installation DL05002 Gutter Expansion Installation Pu9e DL05003 DoubleLok / UltraDek Roof Panel - Low Sidewall Parapet PXGDL23001 Jun'14 J Rev. 04 Date Dec'11 Rev. 03 outs Mar'12 Rev. 03 pate Mall Rev. 02 Fixed Without Eave Plate - Sheeted Wall DoubleLok I UltraDek 100'•0" Maximum -DoubleLok /UltraDek Fixed Without Eave Plate h N O O O 3 C O V j>W J W 00 NCD N U W d U D Parapet Cap Not Shown Fastener #17A r^ O C�uJd2 Z �F-U1 LJ X 0 W Y O Gutter U W Expansion Gutter N = a(aUQ� (Cap Not By Ceco) 12-14 x 14" SO 0 0 U U w En \ Cap (See Table)W/Washer Gutter iii i N 1 5'-7"-5" O.C. 4o QISE af K)w Gutter Strap Fastener #1E d n• Z _V1.7 Z: -w a}gym \ (See Table) (2) Fastener #14 O Q O�UD Standard F246 (shown) Standard Large F289 }-14 x 14" LL SD W usher /W Inside Metal Closure (HW426) I \ Field Notch I 1 - rn �OJ1-- one side only Od C) < 0 tside Closure Scale: NOT TO SCALE attached with (8) Per 24" Panel Tri—Bead Tape Sealant (HW504) top and bottom. See GDL02040 Job Number: 14-8-71197-1 I \ Gutter End Ca See P ( Hat Channel HW456 at PBR with Tape (3) Fastener #4 4-14 x J" LL SD W/Washer (7) Per 18" Panel (6) Per 12" Panel Fastener #1 I 1 y / Table) i Not By Ceco Sealant HW507 (See Erection Drawings for See Sheeting }-14 x 1" 2, on both sides Spacing) Layout (2 Per closure)�� PBR 3" Fastener #14A -0 x �•• Gutter e \ \ 5'-0 max. of Tape Fastener #1E }-14 x 1}" LL SD W/Washer 10'-0" O.C. Fastener #14 `f \ 1 \ Gutter End Cap each Sealant anel HW507 p p 8 per 24" panel (7) Per 18" panel ( p (See below for . I (See Table) above Roof (6) Per 12" pone) Eave Gutter Standard F2 (shown) — placement) h \ I (2) Runs 6" Metal Studs Not By Ceco Pancake Fastener 12A # 12-14 X 1" at S-0 O.C. Inside Metal Closure HW426 Tri—Bead Tape Sealant Lar Standard Large F2031 I J Tube Sealant ' I I Flashing to Hat Channel HW504 on top. See \ GDL23005 or GDL23006 e I Fastener #17A Tape Tae Sealant Fastener #17A 4 \ e 12-14 x 1}" SD W/Washer Fastener 1 # 4-14 x 1' (HW504) Between Gutter Strap 12-14 x 1}" SD W/Washer GutterJ I 5"-7"-5" O.C. (2 Per closure) and Roof Panel Lap Detail Hat Channel Inside Closure 2" Triple Bead Tape Not By Ceco 5 at I wthSTape PBR Sealant HW502 Do NOT use pre punched holes "Optional" Outside Closure Sealant HW507 Fastener #4 HW456 — PBR on both sides }-14 x �" LL HW429 — PBR (see PWC5020) — ] SD W/Washer j — AVP/PBA/ Fastener #14HW465 ( Gutter 1'-0 O.C. Vistashadow This end only (See Table) Eave Trim F2955 Gutter Expansion Cover (See Table) Without Closure Fastener #14 Wall Panel 1" Max. Minor Rib Tae Sealant P J" J., � xL 2" Max. f the Apply to the underside of the 36" O.C. Parapet Gutter minor rib on the panel. Fastener #1 Position so tape sealer will With Closure Typical Spacing }-14 X 1" at 3'-0 cross the Triple Bead Tape Fastener #14A O.C. Saddle to Eave Sealant when panel is installed. J"oxJ' 12" O.C. Gutter Gutter End Cap Expansion Expansion Cover End Co Strut Standard F2001 F2002 (9) Fastener #14 F2003 F2004 (4) (5) F2031 4 (4)U061 (5) (5)F2108 (6) Parapet Gutter Saddle Standard Large F2031 F2032 (12) Fastener #14 F2033 F2034 F2001 (3) () (f5'-0 a/c) Northern F2061 F2062 (12) Fastener #14 F2063 F2064 Steel Line Northern Large F2108 F2109 (16) Fastener #14 F2110 F629 (3)(4) (5) oatletstaretnot byrCeco PLEASE VERIFY DETAIL v CY N The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A l< o c�-1 C'S c o c' c vi eta O U, 0, � h C C O W h N O O O 3 C O V j>W J W 00 NCD N U W d U D O J J t w W- "' O O r^ O C�uJd2 Z �F-U1 LJ X 0 W Y O U W N = a(aUQ� 0 0 U U w En E� ¢L� c N 42 aZia2 QISE af K)w U Q0) d n• Z _V1.7 Z: -w a}gym in C > Z d = O Q O�UD U OwUO� (0 d Z 3 - rn �OJ1-- Od C) < O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14-8-71197-1 Sheet Number: R12 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Page DoubleLok / UltraDek Roof Panel XGDL23020 Endwall Parapet o°``R° Mar'14 01 6" Metal Studs Not ByCeco Parapet Cap Trim 3>7 I Not By Ceco lOutsideener #17A Closure �12-14 x 1}" SD W/ Washer HW456 at PBR d� with Tape Sealant 5"-7"-5 0. C • HW507 on both sides I 1 Hat Channel I l 5'-0" of Tape Not By Ceco I Sealant (HW507) at each / / panel sidelap PBR Back Panel Inside Closure l W455iat PBR Par with Tape Sealant I F324 et Rake Flash HW507 on both sides / I Tri—Bead Tape Sealant I HW504 Fastener #17A �12-14 x 1}" SO W/Washer Parapet Rake Cleat 5"-7"-5" O.C. F292 Rake Angle Fastener #1E R 4/ / 4-14 x 14" LL SO W/Washer 2'-0 O.C. Rake Support Angle Low/HW7710 High HW7720 DoubleLok/UltraDek ��� 664 Panel Fastener #12A 12x1"P.H. (2) required at each Fastener #5 Roof Member I 1/4"-14 x 1 1/4" / / / /I 24" O.C. Fastener #14A Fastener #4 1/8" x 3/8" 4-14 x i" LL SO W/Washer Dependent on width of Flash use (1) or (2) screws at lap locating to clear Panel Rib and Rake Cleat F292 I (2 provided for each lap.) 1 1 Parapet Rake Flash ooWnh� I F324 Parapet Rake Cleat F292 (2) 1/4" beads of Tube Sealant 1/4" bead of Tube Sealant LAP DETAILS Zostener #1E 4-14 x 14" LL SO W/Washer PLEASE VERIFY DETAIL DoubleLok / UltraDek P GDL07001 Expansion Ridge Mar'14R02 Fastener #4 4-14 x J' LL SO W/Washer (4) per 24" & 18" panel (3) per 12" panel ee CDLO1010 for spacing Expansion Ridge / Flashing F675 DoubleLok / UltraDek P°9° GDL01010 Fastener Spacing at Trim to Outside Metal Closure ee01 Mar'14 11" 41" 44" 1 J" 3E Outside MetalClosure 12" Me Panel Fastener #4 HW442 at 12" Panel 4-14 x a" With Tri—Bead Tape Sealant LL SD W/Washer HW504 Top and Bottom (3) per 1'-0 Panel 5" 5» 5„ 14" .1 Outside Metal Closure 18" Wide Panel Fastener #4 HW432 at 18" Panel 4-14 x a" With Tri—Bead Tape Sealant LL SO W/Washer HW504 Top and Bottom (4) per 1'-6 Panel 1� 7" u° Outside Metal ClosureFastener 24" Wide Panel #4 HW430 at 24" Panel 4-14 x J" With Tri—Bead Tape Sealant LL SO W/Washer HW504 Top and Bottom (4) per 2'-0 Panel Expansion Ridge Trim F675 DoubleLok / UltraDek Expansion Ridge I / Peak Purlin —_-- O /// Outside Metal Closure I (lI HW432 " Panel �_ 7U1 18 HW432 18" Panel HW442 12" Panel Back—Up Plate HW7760 24" Panel HW7769 18" Panel HW7761 12" Pane Fastener #4 with LL SO W/Wash14 x er 14 Pansion Ridge g PanelClip (S Excrews (16) Required Flashing F675 4"-14 x — f (2) per Clip F675 2 Runs 4" Bead Tub Sealant � F675 i A A " Lap Section A I I o I _ FI— Trim Flashing (Expansion Ridge, High Side Eave, Parapet and others) Outside Metal Closure HW442 at 12" Panel HW432 at 18" Panel HW430 at 24" Panel With Tri—Bead Tape Sealant HW504 Top and Bottom Roof Member (Zee shown) Fastener #4 4-14 x J" LL SO W/Washer (4) per 24" & 18" panel (3) per 12" panel See GDLO1010 for spacing % Outside Metal Closure 24"= HW430 18"= HW432 12"= HW442 with Tri—Bead Tape Sealant HW504 Top and Bottom Back—Up Plate 124"= HW7760 18"= HW7769 12"= HW7761 Fastener #1E 4-14 x 14" LL SO W/Washer (9) 24" Panel (8) 18" Panel (7) 12" Panel Expansion Ridge Trim F675 Sym. 7" 11 I Note: See GDLO1011 and GDLO1012 for outside closure and sealants installation information. DL07002 v'1415 DoubleLok / UltraDek Outside Closure Tri—Bead Tape Sealant HW504 (on top of closure) Tri—Bead Tape Sealant HW504 (under Outside Metal Closure) Male Leg Fastener #1E 4-14 x 14" LL SO W/Washer (9) 24" panel (8) 18" panel (7) 12" panel Back—UP Plate HW7760 24" panel (shown) HW7769 18" panel HW7761 12" panel T.f—D....A T--- I -- (m u st __i--i (must follow panel configuration) Outside Metal Closure HW430 24" panel (shown) HW432 18" panel HW442 12" panel Tri—Bead Tape Sealant HW504 (between panel and closure) Tube Sealant HW540 Between Outside Metal Closure Tabs Fastener #1E 4-14 x 14" LL SO W/Washer Tube Sealant HW540 Fill any voids around panel seam on upslope side of outside closure. GDLO1011 DoubleLok / UltraDek RB1 Sealant at End Lap 3y'14 1 00 Note: All Back—Up Plates on first panel Cut and remove run will require field modification to avoid fouling rake support. Expansion Ridge "*FM01001 Flashing End Seal ID Mar'14 03 Standing Seam Roof Note: Dekstrip fastners must be located where they don't penetrate the rake cleat Step 1 1. Expansion Ridge Flashing 2. Roof Transition Trim 3. Tri—Bead Tape Sealant HW504 Step 2 4. Deck Strip — 9" x 38" min. 5. Fastener #12A Pancake Head w/Sealant HW504 6. Fastener #4 1/4"-14 x 7/8" LL SD W/Washer at 2" O.0 7. Strapping 24ga x 2" Wide at Edge Of Flexible Membrane w/Tube Sealant HW504 (Length As Req'd) 8. Fastener #1E 12-14 x 1 1/4" LL SD W/Washer w/Inside Closures and Tape Seal HW504 Step 3 9. Install Wall Panel Wall Panel (Field Cut as Req'd) I �I Erector Note : Please Provide 1/2 Gap From Bottom Of Panel To Top Of EPDM Place Tri—Bead Tope Sealant over the entire width of panel. It must be centered over pre—punched holes and following panel configuration. GDLO1012 Rev 304 1 00 Back—Up Plate HW7760 — 24" panel HW7769 — 18" panel HW7761 — 12" panel Slide Back—Up Plate onto end of panel. Make sure teeth on top of Back—Up Plate are on top of panel. Visually check to see that holes align. Fastener #226 Fastener #228 Dekstrip HW5227 Tape Sealant on male leg. an ruicuiy wpn servant back into the corners will lessen the thickness of the tape sealant where it is needed most. rL\"_ 91 - Right Way Wrong Way DoubleLok / UltraDek GDL07003 Expansion Ridge " Expansion Lap Cover Mar'14 R02 Tube Sealant HW54— at fastener line Expansion Ridge I Tape Sealant HW506 Trim F675 x 1" perimeter Section A of Dekstrip Place the edge of the Dekstrip over the F675 making sure that the end of the Dekstrip is past the downhill edge of the Metal Outside Closure. Use Duck—Bill pliers to crimp the flange of the Expansion Lap Cover over the Expansion Ridge Trim. Expansion Lap Cover F676 (2) Fastener #4 4-14 x b" LL SO W/Washer 1n line with Tape Sealant HW506 one end only. (38) Fastener #226 A" x A" Closed End Rivets with Fastener #228 10 x J" Grommet Washer Tape Sealant HW506 " x 1" with Tube Sealant HW54_ on top in line with Fastener � Expansion Ridge Trim F675 Tape Sealant HW506 " x 1" perimeter or of Dekstrip HW5227 o, �c�as Tube Sealant HW54_ on top of Tape Sealant at fastener line. Tape Sealant HW506 A" x 1" with Tube Sealant HW54_ on top in line with Fastener Note: Expansion Joint required at 100'-0" intervals. Locate Expansion Joint between panel ribs only. Q) b O 0 or o� K O QN o C b .0:1 w o Ute, m V W 0 0 0 Qrn0 Ln _Jt° u° Ewa'= b 0 Jw Z C:1F—UM v U Z Y w 0 2 W � N^ Hca UK U U oU `U o � CL c uo o C o W r1 w ❑ ❑ U a V Z z0L'i �}gym r� V c 0Z b U L) 0060 III b C)U O y ViLo<z o 3 CD _J U>(0¢ O C) Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer, - Job Number: 14—B-71197-1 Sheet Number: R13 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Artisan Soffit Detail at Fascia Page XFC11002 °°`° R°" A r'14 01 Fascia Artisan Soffit Start or Finishing Details g Page XFC11028 M. R"" A r 14 01 Artisan Soffit at Sheeted Wall D°L° DP00011 Page XGD14002 Date Jul'14 tev oa D°t°Pe". i Canopy Framing Not By Ceco Aug'14 Soffit Panel Soffit Trim ° Feb'141 c I J F500 Wall Stitch Screw (1) per F797 o UL90 CLIP W g UL90 CLIP o Cutter. P rofile Fastener #14 Stucco WCII Not By Ceco [HW -6400] I [HW -6400] .N 0 rY) J"O x J" Pop Rivet SS U N W = QY (OUB' c o � 1'-0" O.C. s Wall Panel 12-14 x 1 PANCAKE HEAD 7F1829, 12-14 x 1 PANCAKE HEAD Opening In Gutter 55— Fastener E L2 C L° SELF—DRILLER [FASTENER 112A] I Q2 L22 SELF—DRILLER [FASTENER #12A] I ❑ ❑ Not By Ceco Downspout (2) PER CLIP Canopy Framing Attachment (2) PER CLIP Tube Sealant HW54- (2) each side F81 1'-0" O.C. Q ` O�0V) O Not By Ceco III o wU�� O Q Z Oi 3 -r7 0H Not provided by Metal Upper Downspout U >caOQ O Building Manufacturer $aXt5�8°#24 Checked by. MAW 3/17/15 ENDWALL SOFFIT AT STUCCO WALL F313 (14'-6") Downspout Strap F797 (TYP) ° Nibbed Driller — — — Artisan Panel Artisan Panel Lower Downspout —� F320 (10'-6') Downspout Strap (F797, F81 2" Masonry Fastener #24 8 x 5/8" Soffit Trim Insert and SpacerT2- VFastener Fastener 024 8 x 5/8" (6) Fastener #14 Fascia Sill Fastener 4 1/8 x 3/16" Nibbed Driller F18 #14 1 8 x 3 16" / / Nibbed Driller (TYP. At Splice) Fastener #14 Trim F92 Pop Rivet 12" O.C. Trim F92 Pop Rivet 12" O.C. ria [ Wall Attachment (2) each side F81 ° F903, F1829 Downspout Kickout —� F321 Fastener #55 Soffit Panel Soffit Trim F500 Foam Closure 12-24 x 1j" DP5 Main Frame Column HW4165 - AVP Downspout Strap Note: Fastener #14 1. Refer to the building erection drawings for the spacing of the downspouts. F1829, F903) 2. Locate all downspouts over a panel major rib if possible. 3. A field splice is required for eave heights greater than 16'-0". Always measure the required J"0 x A" Pop Rivet SS length starting at the swaged end. After cutting to length, insert the swaged end of the cut A" x fl" downspout into the tap of the lower downspout. 1'-0" D.C. 4. Downspout straps F797 are Located at the bottom of a downspout, below a splice, and at mid (2) each side F81 Column Attachment point of downspout longer than 10'-6". See DPOOD11 for downspout strap fasteners. Fastener #4A ]-14 x b" SD W/Washer 1'-0" O.C. SIDEWALL SOFFIT AT AVP PANEL TRI -BEAD TAPE SEALER [HW -504] OUTSIDE CORNER TRIM (T-5241) 1/8 x 3/8 POP RNET [FAMER 170 0 6 O.C. TRI -BEAD TAPE SEALER [HW -504] ZEE CLOSURE [T-5014] x 3/8 POP RIVET BER 114A] O.C. 3EAD TAPE SEALER [HW -504] CLOSURE [T-5014] •UL90 CUP [HW -6400] 12-14 x 1 PANCAKE HEAD SELF -DRILLER [FASTENER 112A] (2) PER CUP LOKSEAAI PANEL 0) 0) o Dote DP00001 D°L° DP00011 Roll Form Downspout Layout Downspout Strap Attachment To Wall D°t°Pe". Aug'14 01 ° Feb'141 01 �� J Wall Stitch Screw (1) per F797 w00a-U 0 W (2) per F81, F903, F1829 Cutter. P rofile o0wQ Z ❑ A.l OY V �FJU� ?ice 0 rY) U N W = QY (OUB' c o � s Wall Panel Field Locate :N', " =i' l>i`'' °`";''tib;;'+::„1;1stener 7F1829, (Varies) Opening In Gutter 55— E L2 C L° c N Q2 L22 Q #14 ❑ ❑ Downspout Seal Downspout to 1/8” x 3/16" Gutter connection with d" x (1) each side F797 Wall Panel Attachment y Tube Sealant HW54- (2) each side F81 o Q ` O�0V) O F903, F1829 III o wU�� O Q Z Oi 3 -r7 0H Not provided by Metal Upper Downspout U >caOQ O Building Manufacturer F320 (10'-6") Checked by. MAW 3/17/15 Project Engineer - Job Number. 14-8-71197-1 F313 (14'-6") Downspout Strap F797 (TYP) ° N See DP00011 For Downspout Strap Fasteners Lower Downspout —� F320 (10'-6') Downspout Strap (F797, F81 Masonry F313 (14'-6") F1829, F903) 7F (6) Fastener #14 1/8" x 3/16" (TYP. At Splice) Fastener #14 A" x 4„ ria (1) each side F797 Masonry Wall Attachment (2) each side F81 ° F903, F1829 Downspout Kickout —� F321 Fastener #55 12-24 x 1j" DP5 Main Frame Column Downspout Strap Note: (F797, F81 1. Refer to the building erection drawings for the spacing of the downspouts. F1829, F903) 2. Locate all downspouts over a panel major rib if possible. 3. A field splice is required for eave heights greater than 16'-0". Always measure the required Fastener #14 length starting at the swaged end. After cutting to length, insert the swaged end of the cut A" x fl" downspout into the tap of the lower downspout. (1) each side F797 4. Downspout straps F797 are Located at the bottom of a downspout, below a splice, and at mid (2) each side F81 Column Attachment point of downspout longer than 10'-6". See DPOOD11 for downspout strap fasteners. F903, F1829 TRI -BEAD TAPE SEALER [HW -504] OUTSIDE CORNER TRIM (T-5241) 1/8 x 3/8 POP RNET [FAMER 170 0 6 O.C. TRI -BEAD TAPE SEALER [HW -504] ZEE CLOSURE [T-5014] x 3/8 POP RIVET BER 114A] O.C. 3EAD TAPE SEALER [HW -504] CLOSURE [T-5014] •UL90 CUP [HW -6400] 12-14 x 1 PANCAKE HEAD SELF -DRILLER [FASTENER 112A] (2) PER CUP LOKSEAAI PANEL 0) 0) o O cri c Zt ° �� J `c 33CN w00a-U 0 W a J CD m --1 Ew�0)0 0 0 o0wQ Z ❑ �FJU� ?ice Z Y a 0w0 U N W = QY (OUB' c o � U 21 2 `U oU 55— E L2 C L° c N Q2 L22 Q o rt w ❑ ❑ 0 o U Q co � rnn U � U 2 C z u� w Qrmm y D- �Za= o Q ` O�0V) O III o wU�� O Q Z Oi 3 -r7 0H L U >caOQ O Scale: NOT TO SCALE Orawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer - Job Number. 14-8-71197-1 Sheet Number: R14 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A 2j" :EE F18 Soffit Trim ^no 3�' F500 Soffit Trim 3' °� ,�--F F2955 Flat Eave Trim F92 Fascia Sill Trim F675 Expansion Ridge Trim WE 8j" F2994 Channel Closure Trim SP -2, SP -3 Parapet Gutter End Cap 44„ 9 4j„ F676 Expansion Ridge Lap Cover o jos Color wE Side Varies F3536 Angle Trim I I 9" BGC1 Z Parapet Gutter Saddle F292 Parapet Rake Cleat I 0 F320 Downspout F679 Ridge End Cap F797 Downspout Stra 4 F321 Downspout Elbow -Cu 9 8A„ F981 Channel Closure Trim i-- 24" T5121 Continuous Cleat ,tE 7" Max. F324 Parapet Rake Trim J � 6"t F2001 Gutter F408 Base Trim 0 F2002 Gutter End Cap 1" N T5225 Counterflash F481 Framed Opening Head Trim 4A" F482 Framed Opening Jamb Trim F2004 Gutter Expansion Cap DRCE3A ENCE3A I FRAME DESCRIPTION: USER NAME:EMLacsa DATE: 1/05/15 PAGE:EW-1 Endwall EWB JOB NAME:71197A FILE REW3BLDG1 ATH: R:\Jcbs\active\Eng\14-8-71197\ver01-EMLacsa\Bldg-A\ UPPORT REACTIONS FOR EACH LOAD GROUP OTE: All reactions are in kips and kip -ft. TIME:19:33:49 REACTION NOTATIONS / 1-D 1-C LOAD GROUP REACTION TABLE 1-B FRAME ID #2 USER NAME: EMLacsa DATE: 3/ 5/15 PAGE: 2-2 cs 80./16./15.458 20./85./0 JOB NAME:71197A nLE:frome_1 9flr.fra UPPORT REACTIONS FOR EACH LOAD GROUP OCATION: Gridlines: 1 9 OTE: All reactions are in kips and kip -ft. TIME: 14:59:14 REACTION NOTATIONS HL -i IR VL »-E I nAn mew IP RFACTInN TART F » = 1 9 COLUMN LEFT COLUMN W- RIGHT COLUMN ACTING SUCTION E+ 1-D INWARD E- 1-C OUTWARD D 1-B LNR LOAD GROUP HL VL LL HR VR LR H1 V1 L1 H2 V2 L2 H3 V3 L3 W+ 0. 0. 0. 0. 0. 0. 0. 0. 2.5 0. 0. 3.8 0. 0. 1.8 W- 0. 0. 0. 0. 0. 0. 0. 0. -2.7 0. 0. -4.1 0. 0. -2.7 E+ 0. 0. 0. 0. 0. 0. 0. 0. 1.4 0. 0. 2.2 0. 0. 1.4 E- 0. 0. 0. 0. 0. 0. 0. 0. -1.4 0. 0. -2.2 0. 0. -1.4 D 0. 0. 0. 0. 0. 0. 0. 0.3 0.4 0. 0.4 0.6 0. 0.3 0.4 L 0. 0. 0. 0. 0. 0. 0. 0. 0.3 0. 0. 0.4 0. 0. 0.3 WL+ 0. 0. 0. 0. 0. 0. 0. 0. -0.7 0. 0. -1.1 0. 0. U. WL- 0. 0. 0. 0. 0. 0. 0. 0. 0.1 0. 0. 0.2 0. 0. 0. LOAD GROUP W+ DESCRIPTION WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION E+ EARTHQUAKE FORCE ACTING INWARD E- EARTHQUAKE FORCE ACTING OUTWARD D DEAD LOAD LNR L LIVE LOAD 4.5 WL+ UNKNOWN LOAD GROUP 4.5 WL- UNKNOWN LOAD GROUP 13.1 FRAMEID #3 USER NAME:EMLacsa DATE: 3/ 5/15 PACE:3-2 as 80./16./28. 20./85./0. JOB NAME:71197A FILE: frames-3-5-711r.fro UPPORT REACTIONS FOR EACH LOAD GROUP OCATION: Grldllnes: 3 5 7 OTE: All reactions are in kips and kip -ft. TIME:15:06:38 REACTION NOTATIONS 1-1 HL ,�.i�V�L I• -E I nAn rR(V IP RFAr.TinN TARI F » = 3 5 7 COLUMN DESCRIPTION Roof Dead Load "-E Roof Live Load COLL »-A EQ LOAD GROUP HL VL LNL HR VR LNR OL 4.0 4.5 0.0 -4.0 4.5 0.0 LL 13.1 13.4 0.0 -13.1 13.4 0.0 COLL 3.3 3.4 0.0 -3.3 3.4 0.0 EQ -1.4 -0.5 0.0 -1.4 0.5 0.0 WL1 1 -17.8 -19.3 0.0 13.4 -15.8 0.0 WL2 -3.7 -1.5 0.0 -0.7 2.1 0.0 LWLI -16.8 -21.7 0.0 16.8 -20.2 0.0 LWL2 -16.8 -20.2 0.0 16.8 -21.7 0.0 LWL3 -11.6 -15.6 0.0 11.6 -15.0 0.0 LWL4 -11.6 -15.0 0.0 11.6 -15.6 0.0 WL3 -13.4 -15.8 0.0 17.8 -19.3 0.0 WL4 0.7 2.1 0.0 3.7 -1.5 0.0 LOAD GROUP DL DESCRIPTION Roof Dead Load LL Roof Live Load COLL Roof Collateral Load EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load _WL2 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load COLUMN DESCRIPTION Roof Dead Load »-E Roof Live Load COLL »-A EQ LOAD GROUP HL VL LNL HR VR LNR DL 2.5 3.0 0.0 -2.5 3.0 0.0 LL 6.9 7.4 0.0 -6.9 7.4 0.0 COLL 1.7 1 1.9 0.0 -1.7 1.9 0.0 EQ -1.6 -0.6 0.0 -1.6 0.6 0.0 WL1 -12.8 -13.4 0.0 6.7 -9.2 0.0 WL2 -5.9 -4.2 0.0 -0.2 -0.0 0.0 1 -8.3 -11.2 1 0.0 1 8.3 -10.4 1 0.0 1 -8.3 -10.4 0.0 8.3 -11.2 0.0 1 -5.8 -8.1 0.0 5.8 -7.7 0.0 1 -5.8 -7.7 0.0 5.8 -8.1 0.0 WL3 -6.7 -9.2 0.0 12.8 -13.4 0.0 WL4 0.2 -0.0 0.0 5.9 -4.2 0.0 LOAD GROUP DL DESCRIPTION Roof Dead Load LL Roof Live Load COLL Roof Collateral Load EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load I Longitudinal Primary Wind Load LWL2 Longitudinal Primary Wind Load LW_3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load FRAME ID 4'1 USER NAME: EMLacsa DATE: 3/ 5/15 PAGE: 1-2 as 80./16./28.542 20./85./0 JOB NAME:71197A FILE: frome_2_8flr.fro UPPORT REACTIONS FOR EACH LOAD GROUP LOCATION: Gridlines: 2 & 8 OTE: All reactions are in kips and kip -ft. 7IME:15:05:14 tEACTION NOTATIONS i- HR HL -i VR 1 VL I e%An M. in11P RFAr TnM TARI F » - 9 FRAMEID #4 USER NAME: EMLacsa DATE: 3/ 5/15 PAGE: 4-2 as 80./16./28. 20./85./0. JOB NAME:71197A FlLE:frames_4_6Flr.fra UPPORT REACTIONS FOR EACH LOAD GROUP OCATION: Grldllnes: 4 6 OTE: All reactions are In kips and kip -ft. TIME: 15:11: 48 REACTION NOTATIONS / HL Il VL "-E I nen (Wr11IP RFACTION TARI F » >. 4 R COLUMN DESCRIPTION Roof Dead Load »-E Roof Live Load COLL »-A EQ LOAD GROUP HL VL LNL HR VR LNR OL 3.6 4.5 0.0 -3.6 4.5 0.0 LL 12.8 13.4 0.0 -12.8 13.4 0.0 COLL 3.3 3.4 0.0 -3.3 3.4 0.0 ED -1.4 -0.5 0.0 -1.4 0.5 0.0 WL1 -17.0 -19.3 0.0 12.6 -15.8 0.0 WL2 -2.9 -1.5 0.0 1 -1.4 2.1 0.0 1 -16.8 -21.7 0.0 16.8 1 -20.2 1 0.0 LWL2 -16.8 -20.2 0.0 16.8 -21.7 1 0.0 LWL3 -11.6 -15.6 0.0 11.6 -15.0 0.0 LWL4 -11.6 -15.0 0.0 11.6 -15.6 0.0 WL3 -12.6 -15.8 0.0 17.0 -19.3 0.0 WL4 1.4 2.1 0.0 2.9 -1.5 0.0 LOAD GROUP DL DESCRIPTION Roof Dead Load LL Roof Live Load COLL Roof Collateral Load EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWLt Longitudinal Primary Wind Load LWL2 Longitudinal Primary Wind Load LW1_3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load HR COLUMN DESMP110N_ Roof Dead Load »-E Roof Live Load COLL »-A ED LOAD GROUP HL VL LNL HR VR LNR DL 4.1 4.6 0.0 -4.1 4.6 0.0 LL 13.3 13.7 0.0 -13.3 13.7 0.0 COLL 3.3 3.4 0.0 -3.3 3.4 0.0 EQ -2:.1 -0.7 0.0 -2.1 0.7 0.0 WL1 -19.2 -20.2 0.0 12.3 -15.5 0.0 WL2 -5.0 -2.0 0.0 -2.0 2.7 0.0 1 -17.1 -22.1 0.0 17.1 -20.6 1 0.0 1 -17.1 -20.6 0.0 17.1-22.1 0.0 LWL3 -11.8 -15.9 0.0 11.9 -15.3 0.0 LWL4 -11.9 -15.3 0.0 11.8 -15.9 0.0 WL3 -12.3 -15.5 0.0 19.2 -20.2 0.0 WL4 2.0 2.7 0.0 5.0 -2.0 0.0 LOAD GROUP DL DESMP110N_ Roof Dead Load LL Roof Live Load COLL Roof Collateral Load ED Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load I Longitudinal Primary Wind Load LW1_2 Longitudinal Primary Wind Load LW1_3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load NOTES 1) THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAILING. 2) THE REACTIONS PROVIDED HAVE BEEN CREATED WITH THE FOLLOWING LAYOUT (UNLESS NOTED OTHERWISE). a) A REACTION TABLE IS PROVIDED WITH THE REACTIONS FOR EACH LOAD GROUP. b) RIGID FRAMES (1)GARLED BUILDINGS (a) LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE LEFT SIDE OF THE BUILDING, AS SHOWN ON THE ANCHOR ROD DRAWING, FROM THE OUTSIDE OF THE BUILDING. (b) INTERIOR COLUMNS ARE SPACED FROM LEFT SIDE TO RIGHT SIDE. (2)SINGLE SLOPE BUILDINGS (a) LEFT COLUMN IS THE LOW SIDE COLUMN. (b) RIGHT COLUMN IS THE HIGH SIDE COLUMN. c) E(c) S INTERIOR COLUMNS ARE SPACED FROM LOW SIDE TO HIGH SIDE. (1) LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE WALL FROM THE OUTSIDE. (2)INTERIOR COLUMNS ARE SPACED FROM LEFT TO RIGHT. d) ANCHOR ROD SIZE IS DETERMINED BY SHEAR AND TENSION AT THE BOTTOM OF THE BASE PLATE. THE LENGTH OF THE ANCHOR ROD AND METHOD OF LOAD TRANSFER TO THE FOUNDATION ARE TO BE DETERMINED BY THE FOUNDATION ENGINEER. e) ANCHOR RODS ARE ASTM 1554 Gr. 36 MATERIAL UNLESS NOTED OTHERWISE ON THE ANCHOR ROD LAYOUT DRAWING. f) X -BRACING (t)ROD BRACING REACTIONS HAVE BEEN INCLUDED IN VALUES SHOWN IN THE REACTION TABLES. (2)FOR IBC AND UBC BASED BUILDING CODES, WHEN X -BRACING IS PRESENT IN THE SIDEWALL, INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RBUPEQ AND RBDWEQ) DO NOT INCLUDE THE AMPLIFICATION FACTOR, Oa. (3)FOR CANADA BUILDING CODE (NBC), WHEN X -BRACING IS PRESENT IN THE SIDEWALL OR ENDWALL, INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RBUPEQ & RBDWEQ) ARE MULTIPLIED BY FORCE REDUCTION FACTOR, Rd, WHEN SPECIFIED SHORT -PERIOD SPECTRAL ACCELERATION RATIO IEFaSa(0.2) IS GREATER THAN 0.45. 3) REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD GROUP APPLIED TO THE COLUMN. THE FOUNDATION ENGINEER WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. a) FOR PROJECTS USING ULTIMATE DESIGN WIND SPEEDS SUCH AS 2012 IBC OR 2010 FLORIDA BUILDING CODE, THE WIND LOAD REACTIONS ARE AT A STRENGTH VALUE WITH A LOAD FACTOR OF 1.0. THE MANUFACTURER DOES NOT PROVIDE "MAXIMUM" LOAD COMBINATION REACTIONS. HOWEVER, THE INDIVIDUAL LOAD REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS/HER DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION DESIGN. -� HR 0 i, : � C 1n O N O O c O y h ^ O R cl, I O N C6 o v LrJ C6 J W 00 � (j Li U > N C5 U y J¢ajJ O -1 tr a O LL I C, c�wQ= H VNN U O wY O Ofto0O vJ o 0 U U � h `U oU £� Qti CL Q U } C) U a f ` Z a- 0 LLI 0)m CO }} w V c 0ZQ= o Q � OOU� U� IU U (DCD O LJUZ� O, mQZ '3 Of y N O -J H O ><� ¢ O Scale: NOT TO SCALE Drawn by. TDS 3/6/15 Checked by. RAW 3/9/15 Project Engineer: EML Job Number: 14-B-71197-1 Sheet Number: F3 of 4 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A Mar 111 4 FRAME ID f7 USER NAME:EMLacso DATE: 1/ 5/15 PAGE: 7-2 pf 28.083/16. main building a JOB NAME:71197A FILE: p7.fra UPPORT REACTIONS FOR EACH LOAD GROUP DCATION:bays 8 -(Gridline A) 1 -(Gridline E) OTE: All reactions are in kips and kip -ft. TIME: 19: 31:14 REM HL I VIAM M(N IP RFArMM1 TARN G COLUMN LEFT COLUMN vti RIGHT COLUMN LOAD GROUP HL VL LNL HR VR DEAD LOAD L 0.1 0.8 0.0 -0.1 0.8EQ HR VR LR -7.2 -9.0 0.0 -8.0 9.0WL1 LLNRDL H3 -4.9 -6.2 0.0 -5.5 6.2WL2 0. 0. 0. 5.5 6.2 0.0 4.9 -6.2 3.8 LOAD GROUP DESCRIPTION DL Roof Dead Load EO Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load FRAME DESCRIPTION: USER NAME: EMLacso DATE: 1/05/15 PAGE:EW-2 Endwall EWD JOB NAME:71197A FILE:REW48LDG1 ATH: R:\Jobs\active\Eng\14-B-71197\wr01-EMIUasa\Bldg-A\ JPPORT REACTIONS FOR EACH LOAD GROUP OTE: All reactions are In kips and kip -ft. 11ME: 19: 33:49 REACTION NOTATIONS 9-B I AAn P1if1I IP arAe-mew TART C 9-C JR COLUMN v, vti v� 9-B I AAn P1if1I IP arAe-mew TART C 9-C JR COLUMN LEFT COLUMN W+ RIGHT COLUMN WIND LOAD AS AN OUTWARD ACTING SUCTION E+ 9-B E- EARTHQUAKE FORCE ACTING OUTWARD 9-C DEAD LOAD L 9-D WL+ LOAD GROUP HL VL LL HR VR LR H1 V1 L1 H2 V2 L2 H3 V3 L3 W+ 0. 0. 0. 0. 0. 0. 0. 0. 2.5 0. O. 3.8 0. 0. 1.8 W- 0. 0. 0. 0. 0. 0. 0. 0. -2.7 0. 0. -4.1 0. 0. -2.7 E+ D. 0. 0. 0. 0. 0. 0. 0, 1.4 0. 0. 2.2 0. 0. 1.4 E- 0. 0. 0. 0. 0. 0. 0. 0. -1.4 0. 0. -2.2 0. 0. -1.4 D 0. 0. 0. 0. 0. 0. 0. 0.3 0.4 0. 0.4 0.6 0. 0.3 0.4 L 0. 0. 0. 0. 0. 0. 0. 0. 0.3 0. 0. 0.4 0. 0. 0.3 WL+ 0. 0. 0. 0. 0. 0. 0. 0. -0.7 0. 0. -1.1 0. 0. 0. WL- 0. 0. 0. 0. 0. 0. 0. 0. 0.1 0. 0. 0.2 0. 0. 0. LOAD GROUP DESCRIPTION WIND LOAD AS AN INWARD ACTING PRESSURE W+ W- WIND LOAD AS AN OUTWARD ACTING SUCTION E+ EARTHQUAKE FORCE ACTING INWARD E- EARTHQUAKE FORCE ACTING OUTWARD D DEAD LOAD L LIVE LOAD WL+ UNKNOWN LOAD GROUP WL- UNKNOWN LOAD GROUP NOTES 1) THE REACTICNS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAILING. 2) THE REACTIONS PROVIDED HAVE BEEN CREATED WITH THE FOLLOWING LAYOUT (UNLESS NOTED OTHERWISE). a) A REACTION TABLE IS PROVIDED WITH THE REACTIONS FOR EACH LOAD GROUP. b) RIGID FRAMES (1) GABLED BUILDINGS (a) LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE LEFT SIDE OF THE BUILDING, AS SHOWN ON THE ANCHOR ROD DRAWING, FROM THE OUTSIDE OF THE BUILDING. (b) INTERIOR COLUMNS ARE SPACED FROM LEFT SIDE TO RIGHT SIDE. (2)SINGLE SLOPE BUILDINGS (a) LEFT COLUMN IS THE LOW SIDE COLUMN. (b) RIGHT COLUMN IS THE HIGH SIDE COLUMN. (c) INTERIOR COLUMNS ARE SPACED FROM LOW SIDE TO HIGH SIDE. c)ENDWALLS (1)LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE WALL FROM THE OUTSIDE. (2)INTERIOR COLUMNS ARE SPACED FROM LEFT TO RIGHT. d) ANCHOR RCD SIZE IS DETERMINED BY SHEAR AND TENSION AT THE BOTTOM OF THE BASE PLATE. THE LENGTH OF THE ANCHOR ROD AND METHOD OF LOAD TRANSFER TO THE FOUNDATION ARE TO BE DETERMINED BY THE FOUNDATION ENGINEER. e) ANCHOR RODS ARE ASTM F1554 Gr. 36 MATERIAL UNLESS NOTED OTHERWISE ON THE ANCHOR ROD LAYOUT DRAWING. f) X -BRACING (1) ROD BRACING REACTIONS HAVE BEEN INCLUDED IN VALUES SHOWN IN THE REACTION TABLES. (2)FOR IBC AND UBC BASED BUILDING CODES, WHEN X -BRACING IS PRESENT IN THE SIDEWALL, INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RBUPEQ AND RBDWEQ) DO NOT INCLUDE THE AMPLIFICATION FACTOR, %. (3)FOR CANADA BUILDING CODE (NBC), WHEN X -BRACING IS PRESENT IN THE SIDEWALL OR ENDWALL, INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RBUPEQ & RBDWEQ) ARE MULTIPLIED BY FORCE REDUCTION FACTOR, Rd, WHEN SPECIFIED SHORT -PERIOD SPECTRAL ACCELERATION RATIO IEFaSa(O.2) IS GREATER THAN 0.45. 3) REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD GROUP APPLIED TO THE COLUMN. THE FOUNDATION ENGINEER WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. a)FOR PROJECTS USING ULTIMATE DESIGN WIND SPEEDS SUCH AS 2012 IBC OR 2010 FLORIDA BUILDING CODE, THE WIND LOAD REACTIONS ARE AT A STRENGTH VALUE WITH A LOAD FACTOR OF 1.0. THE MANUFACTURER DOES NOT PROVIDE "MAXIMUM" LOAD COMBINATION REACTIONS. HOWEVER, THE INDIVIDUAL LOAD REACTICNS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS/HER DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION DESIGN. U Q) N A 'Z.�tr� C4 c�o�� E o N E a b h C j o 0 0 3 v § a`Oi 00 of U W LLJ U Sc C;J 4 Ln J w 0) O O O b 0 LJ < C) -i ❑ ^ tip V U w Y O O'(00af 0 0 U U y h i,U o U Q� c N 1bZ �2 of F1 F1o OU 0 c0 > zXL'nw Z a a�Co ui v�Za= Q U N0 o IwcDQZ y 0 � NOJI- 3 y O U>(D0¢ O Scale: NOT TO SCALE Drawn by. TDS 3/6/15 Checked by. RAW 3/9/15 Project Engineer: EMIL. Job Number: 14-B-71197-1 Sheet Number: F4 of 4 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A Mar 1F1r2015 IMPORTANT NOTICE READ THIS MANUAL COMPLETELY PRIOR TO BEGINNING THE INSTALLATION OF THE Ultra-Dek® ROOFING SYSTEM. IF THERE IS A CONFLICT BETWEEN PROJECT ERECTION DRAWINGS PROVIDED OR APPROVED BY THE MANUFACTURER AND DETAILS IN THIS MANUAL, PROJECT ERECTION DRAWINGS WILL TAKE PRECEDENCE. Ice Darn Disclaimer NCI designs it's standing seam roofs to meet the load requirements dictated by governing codes and prolect specifice- tions, including applicable snow loads. However, NCI expressly disc: aims responsibiity for weathertig'Imess or roof point loading issues or other hazards resulting from ice dam situations. Any time ice and snow can melt on the main body of the roof and refreeze at the eave or in the shadow of an adjacent wall, an ice dam situation may develop. In addition to local Climate, ice dam formation is Affected by many other factors, including but not limited to, root Insulation R value, roof panel color, interior temperature of building, heater location in building, eave overhangs, parapet walls, shading of building roof areas from adjacent trees, parapets, buildings, etc. These factors are design and maintenance issues and are outside the control of NCI. NCI specifically disclaims any ;lability for damage due to ice dam formation, although the following issues should be taken into consideration concerning standing seam roofs Installed in free7ing climates: • Always use field seamed panels. These machine -folded seams are more durable when subjected to occasional icing. E:lrr to "cold" eave overhangs and parapet walls from the building design, Roof overhangs outside the heated em✓elope of the building will tend to be colder than the roof areas over the heated envelope. Simple roof designs are preferred. Parapet wall at the eave allow ice and snow to collect due to shading effects and the lower roof temperatures caused thereby. • Make sure the interior of the building is adequately insulated and the heating is properly distributed. Inadequate insulation in the roof andior improper heat distribution causes heat flow though the main body of the roof. On days when the temperature is below freezing. this heat gain can cause ice and snow to melt and refreeze at tyle eave where the roof is colder. Lay out the building to prevent the eaves and other roof areas fiorn being shaded during the winder. This may mean eliminating adjacent trees or reconsidering roof geometn,.s. • Consider using - effects, d u, ng self regulating heating cables at the eaves t� mitigate the ef.c#s of ire dams. On building designs using attics, over -insulate the attic floor and provide adequate ventilation in the attic. This will reduce heat transfer through the roof resuitirg in more consistent roof temperatures between eave and field of roof. • Increase the e deg e of diligence with respect to undodayment materials at rca# areas prone to icing This may include valleys, ea✓es, dormers and roof areas near dormers, parapets and the like where shading may occur. For more information on this subject, please refer to the MCAs €klet it Roof Design For Cold Climates manual. t?Copynp':•1t NCI Group, Inc. 2014 Al Rights Reserved 01-14i30r•I a Descriptions andspecifications p contained herein were In e rent at the time this publication was approved for printing. in a con- tnuing effort to refine and improve products, the n arul4acturer reserves the right to disconbritie products at any tme or change specifications and/or designs without incurring obligation. To insure you have the latest information available, please inquire. Application details in this manual may not be appropriate for at environmental conditions, building designs.. or panel profiles. Projects should be engineered to conform to appllcahle bu'Jding codes, regulations, and accepted industry practices. Insulation is not shown in these details for clarity. ROOFING SYSTEM FeaturesAnd Benefits _... .. .. ..__..... _.....__...._ .... ...... _. ... ..........__ .,. _..._.. ...._......... ....._.. ._..... ...__.........,_ U C-2 ENGINEERING Low System Rea This First.......1..._ .......... .. ._UD -3 LL 90 Construction Numbers and Factory Mitua' Windstorm Ratings .......... ..................._...._ ........._ High System Not Recommended ICBGApproval - .... ....... .........................._....,............._............-........__......_...,......................,........,..,.,................................-.................... ......... ..UD-» UD -4 24" Section Properties?Load Tables......._..............__........_...._.._........_.._..._..............................._.............................._..__........__..UD-5 - 6 18 Section Properties/Load Tables ......................................................................................................_.................,............................. UO -7 - 8 12" Section PropertiesiLoad Tables..._ .. ...... ...... ..-.,...... _....._...... ._....... .. _........... ........__............_...UD -9- 10 SPECIFICATIONS 180E Specifications For Metal Roofing _....... ......... .......... _......... _.. ., ........... ..__........,... ................................. UD -11-1c GENERAL INFORMATION 5-01, General Desi Ipti n ...... ...... _.. 17 Product Checklist ....... ........ ._._.......... ... ...... .._... ._....... ........ .... _. ......UD 18 -- 25 PrevFrateryRequirements- ..... ........ ......................... .......... ..........._........... ........_................... ....... ..... ............. ,..... ........................ .......... UD -26 unloading... " ___ ... ._ __._ . ,.. ...... _... ..___. ... ........_.__ _.._.___.__... UD -27 Handling& Storage ...... ............ ..... ..._ ,.. .. ...........,.._,..............................,...................................._............. UD�28 ERECTION SEQUENCE Class A Step— Rake Support ... ............... ..................................... ......... ...._............. ........ .................................._................_.................. UD -29 Step2— Low Syelerl Pave ........ ...... .......... _....._._.. ._...__.__.. .__... ......_. ........-...... .... _..... ... ..__...__..,_ UD -30 Step 2A ... Low System Eave! Metal Inside Crosure._ ........ ...... .......... ..... _.......... .. ...........,.. .. ..... _. ......._..... UD -31 St::p 28- H gh System Eave........ .. _._......... ._............ .............. _.......,.......... ..._......... - ........ ..... __...... _... UD -,.2 Slap ZC - High System Eave; t.^.etas Inside Closure ..... .. .... ....... ......... ............... _........,..._............_........._..._._UU-33 Class 90 St.?p 3 ..... Thermal Spacer (for high systems only) ........._............. ...._...__._..._..........._.............................__............ _.... UD -34 Step4— First Panel... ........... ....... ....... .......... _..__.. _........ ............. ........ .,..... .. _...... .,.. ..UD -35-35 Step5— Back -Up Plate_. .... .. ............. ............ _. .._......... .. .,_........ ........._. .............. .. ......_._._.,.UD -37 Step 8-- C'ip Installation_ .............._............. ... ......,....... ........ ....... ..... _............_..................._........,........._........__...................._.... UD-38 Step7 — Endlap Panel_ .....__..... _.__.._. ...__....._ __..........__. ... ............ _.....__......_ .........__.. .. ....__...UD 3! Step8...... Standard Endiap............................... .........._......... ...... ...... .............. ._.._......_........_................._.............._... UD -40 .............. Step9-- R:dye-an eI..... ...... ........_............_............. ................ ................ ... .... .......... .............._.........._...._............ ................... .... UD -41 Step 10— Suhseriuent Runs Fave . ....___... _._ __ _.._ _.. ..__.. . .__.__....__ .......... ....__._. UD42 Sr:p 1' -_ Subsequent Runs Erdlap .................... .. ................... .... ...... ........ ..........._... ............ .... .......-.... ................ UD�43 Step 12— Subsequent Runs Ridge ... ........ ..... _...... ... _.._..... _. ... _... ...... ..... ...... ........ ................. ..... ..... U044 Step 13-._ Last Panel K•n .....___. _.0-45 Step 13A- Last Panel Run (Optional) ............ ................. ..... ........ ......... .......... UD 45 Step14— Outside Closure._..............._.............................................._..........._....-................,......................._............_...,.__........UD-47 Class A SPECIAL ERECTION TECHNIQUES 535 Re c nmended Erection Pracl ces ...-......... ..... .... .. ., .. ., ... U0. - a8 50 Ligh::, Trinsmittl. 4 Paries Trim Installation (opnoral).. ... . ..... ....... ... .. ........ .. .... UD S" Fi i,1d Localf,d L I P Insfa lair 1r .. .. .. -. .. ... - E• Bribe entlator .. UD -o7 - 59 1 nod Ridge .. .... . 24 M d Sigpe Fixed Condition -b' Roof Curb Installation .......... _... .__ ..__. .. ..... .. .. .......... ..... .... .. UD -82 _ 88 Pepe Pe Ietratiol Ir Stellate T .... .... ....... .. ....... .... .. .. .... UD -69 - 70 ..... Real Cap.. QDamaged Ultra Lek4! Se ons ... .. ...................... .. ... ... ..... UD -71 S-5!1 UINa-Delo viiind Clamps... ........... ... ...... .. _................................. .... .... ........ ...... .... ........ UD -72 DESIGN 5'-OY"1" Tr -I Details Class 4 Eae o Pridlap.. .. .... ...... ........ .... _..... ...... _....... ...... .... ....... ... .....� -73 Ridge - .. .. ._. ... _ .._... .... _.. .. D-74 Ficafing Perak Box ...... ........... ,. ..._. .._ ..,.,_............ ..........UD -75 Rake.......... ........ .. _.... ....... . ... _.......... ........... .. ........ ........ ......._..... UD -76 RakeTo Rake ................. ..... .... ... ...................._....._................................................................................... _.......... .... ....... UD 77 Rake Parapet ..........._ .................... Hich Eave Parapet.,.... ..... ... .. ... ... ....... .. .... .. .. .. UD -7 Eave ......... .. ....... Hip " _.. ... _....... .. . ..... _.. - 1 valley_. I - 2 GENERAL INFORMATION Proper Handling, Storage and ktaintcnince _.._. .... ..... .. .............. ... .. ....... .... ..... .. _. ........ UD -83... 84 EFFECTIVE AFRIL 7.2;114 Sr. seee- —im FOR CURRENT'NFORMATION SuaEECT TO CHAtii.!E •AI!THOU7 NCT':CE. I1e-1 1%, H,so Mr:, Tx 9 : 5 i Inds P 1 IN 8.0.735E^1a P—rii AZ t 5 11 Npux'c TX 6 7 3 tl' po , IN 6^0 735 6 tl PI-.xr A7839 3 822dI , Nos sfv TX 8-713 6224 beHimapoAs IN 8 M.822d Phuenix AZ 65? 533-6229 d wbbo k Tx A- 7., R-0, NY vA r-2. 11. All GAA 151 L , k TX -i✓ -. ,1'c4 Richet tl VAA +F'. JA Adei 4A a..' la L blit k. i S%r A�4,'26 R:ohm, tl VAk 1I.12S F!24 Atlanta GA 371 $12-6224 41, Memphis h F_ 2 f a Pomn, NY 6e 9 2 ANanca GA c`7 51 2d M pt Tn :! 0 6 24 Rome NY 30 3 X622 t VSKrZ Altana GA .12 <4 M1tempii s. Tti 60. 0--,-6224 ROtt18. NY 4` 0 5`3S2.A Atwater CA IW..,/d l ® Oki h 0", ax IIT 1 221 -1 Laka G Y Ur N d7a 11(,1 Atwate cA R 81 .'24 pk. h C N. GM"'A'."'; C>l1, Sah L, k city, In N A 'iiia Awmter A 1 3-i S pkia.rnma cine. px .1,. !i97fu11 Sem Lok CRY its ArU-A7dr1iM Dallas, Tx 60s 6636224 G,r aha NE B.,,L'r9-1124 San Amo„ o. TX B ? vii 6-1 DaI. TX 81i ,. 3 .Z21 p paha, NE 10,-58 1221 Sal, MiomP TX ,,,O aSd r..2a & V^ Dell— TX BJOa>IIt224 omele NE 60�,16e $22, San An , ll. TX 900 598 J2 N t9eta! Roof arxf t4`all "Sys;enl's Moral Rauf and I'Velll Sli'vi nza 49ctal Rauf and Wall .Vvtems FEATURES AND BENEFITS 4. DESIGN INTEGRi3Y The U Itra-De kif', roof system begins and ends in the high, reducing the risk of leakage At the rake that can occur wizen finishing in the low. The panel seam is sealed with a factory -applied hot -melt mastic, a superior grade to mastics applied in the field. 2. FLOATING ROOF The Ultra -Delo roof was designed to cope with the forces of expansion and contractor. This is accomplished by alawing the panels to freely move up and down the roof slope. Due to this design feature: the system offers no dia- phragm capabilities or purlin s#ability. 3. SLIDING CLIPS 2` Sliding Clips are available) providing 144" moverment in each direction. Sliding clips are also available in high and low versions, which provides a 5/8:' clearance or a 1 s/p" clearance, allov✓ing for A variety of thermal spacer and insula- tion thickness combinations. 4, UL CLASS 90 RATIN. The Ultra-Dekrv` roof systervl has 10 different ILL Class 90 construction numbers, each of which is available with sev- emi options. 5, FIRE:': VES.oSi"A NCE RATINGS The roof system qualifies for use in several UL design assemblies and carries a UL -Class A" fire rating. 6, SIMPL,ICtTY No field seaming is required. The panels simly snap together forming a self-locking sea:, 7, Fit,FX1?:3'L.ITY The Ultra -Dek", roof system offers welcome flexibility to the erector. Udall covering can he erected before or after the roof Is instailed. Panel installat'.e:'h is all Uninterrupted procedure, 8- EASE OF INSTAt..i..s 1h',')t, The erector has the option to install each side of the roof separately or both sides simuftaneously, which greatly increas- es the speed and convenience of erection. Being reversible end -for -end, sheets do not have to be special ordered for each side of the building, No field notching of panels at endlaps or ridge is required, 9, FORGIVING SYSTEM The Ultra-Deky% system desion allows far the roof to be finished in the "high" when an out -of -square condition or other factors cause the roof to terminate up to 4" out of module. 1 t', MALDlNG LENGTH Odd, as well as even, footage buildings can be terminated at a major rib with the use of our 12" and 18" panel or at other odd widths by field bending the panel. Panel width availability is limited to specific fabrication facilities. 11, P€iEPUNCHED €-".A%ELS ANO C'OMPONE::NYS The prepunched system, combined with self -engaging back-up plates, assures panel module and speeds roof installa- tion. 11 DURABILITY Every unpainted panel is manufactured from Galvalurne Plusi`, your assurance of the manufacturer's commitment to quality. 13. CM.0pl AND f=NIS>1es U Itra-Delo) is available in a wide variety of popular colors in three different paint systems. Ultra -Deka is a registered trademark of Metal Building Contoonents, L.P. Galvalume Plusil is a registered trademark of BTEC International, Inc. !. Vise -Grip"% is a registered trach->rnark of American Tool Companies, Inc. ull.2 SEE vwwmbc eum FOR C j f:.:l'tj CUEJECT IC CHANGE Vii I HOUNi: EF1-E_',t✓EAPiiIt 7. 2011 CAUTtON del -,r` lli - u , ;--:.:.). in.! `hay r -=d .c, r., F�.�.., .. CAUTION _ slip Dc. k: - . tr. .r_ ,y.. _.r�. 1a <...-sc.. _:,I-c.t:,rUl Del,, s, y+1 .a.! -_ m omen e, aeslgn, quote cr orger an uitraddekv roof system, you must determine which system you need, based on building width and insula- tion requirements. Low Fixed System - Double slope buildings 200' wldo or less and single sicpe buildings 100' wide or less, with or withal a ti- thermal spacer. See Insulation/Thermal Spacer Selection Chart below. High Fixed System - DONNA slooe buld':r-,gs 200' wide or less and single, slope buildings 100' wimp or less. w Ill sRi', 1W, or 1"thermal spacers. See Insulation,IThermat Spacer Selection Chart below. Fixed systems utilize fixed clips that do not allow the roof panels to float on the substructcre. For this reason, use fixed systems only on pre-e•`ci- neared metal buNdings with purlins- subject to the IsAding width fe-stricbons outlined above. Do not use fixed systems on buildings with bar joist construction, wood decks or metal decks. Low Floating System - Double slope buicfings over 200' wide of single slope buildings over 100' wide, with or wthout'1'' sten al snacvr. See InsulationRhermal Spacer Selection Chart below. High Floating System - Do" Ie slope buildings oder 200' wide or single slope buildings over 100' wide, with' ", t4' or V thermal spacer. See Insulation!Thermai Spacer Se!ectian Chart below. Thermal calculations should be performed for each project to ensure that the thermal movement of the roof is not greater than the float- ing clip's capacity. various densities of blanket Insulation may affect the installation and or the appearance of a metal roof system. The installer is responsible for selecting the proper clip and thermal spacer for their conditions. NOTES: 1 As with all standing seam roof systems, sound a'teruation (examplii blanket insulation) is rernrired beiween the panel and the sub- structure to prevent 'roof mmbio during windy conditions. Some composite roof systems may require additional acoustical con- sideration to ensure that thermal vibration noises are isolated from the building interior. Contact your architect andior engi- neer for proper acoustical design. 2. A vapor retarder may be nessary to protect roofing components when high interior humidity is a factor- The need for a vapor retarder, as ora: as the type, placement Anil fixation should be determined by a architect or engineer. The following are examples if l:onditi^es that may require a vapor retarder (A) Prod ect where outsic!e wibter temperatures below 40" F are anticipated aid where average win- ter interior relative humidity of 45r.,, ar greater is expe fed (B) Building usages with high humidity interiors, such as indoor swimming pools, tpxtile maoufarturiny operotlens. food, paper or other wet -process industrial plants. (C) Construction elements that my release moiture alter the roc! is irstailed, such as interior concrete and masonry, plaster finishes ad fuel homing heaters EFFECTIVE AIR 7, 2014 SEE www-mbel.com FOR CUR ,_hT {N!',ORMA. ON SUfJlr'T TO CHAh wlrHOln NOTICE UO -3 Construction Number InsulationlThermal Spacer Selection Chart -Insulation Thickness Low System High System No Insulation 'x• Therm al Spacer High System Not Recommended 3" Insulation Thermal Spacer Not Recommended 1" Thermal Spacer Recommended 4" Insulation Thermal Spacer Not Recommended 'ya' Thermal Spacer Recommended 6" Insuiation Lo'v.' System Not Recommended ?'u' Thermal SpacerRecommended NOTES: 1 As with all standing seam roof systems, sound a'teruation (examplii blanket insulation) is rernrired beiween the panel and the sub- structure to prevent 'roof mmbio during windy conditions. Some composite roof systems may require additional acoustical con- sideration to ensure that thermal vibration noises are isolated from the building interior. Contact your architect andior engi- neer for proper acoustical design. 2. A vapor retarder may be nessary to protect roofing components when high interior humidity is a factor- The need for a vapor retarder, as ora: as the type, placement Anil fixation should be determined by a architect or engineer. The following are examples if l:onditi^es that may require a vapor retarder (A) Prod ect where outsic!e wibter temperatures below 40" F are anticipated aid where average win- ter interior relative humidity of 45r.,, ar greater is expe fed (B) Building usages with high humidity interiors, such as indoor swimming pools, tpxtile maoufarturiny operotlens. food, paper or other wet -process industrial plants. (C) Construction elements that my release moiture alter the roc! is irstailed, such as interior concrete and masonry, plaster finishes ad fuel homing heaters EFFECTIVE AIR 7, 2014 SEE www-mbel.com FOR CUR ,_hT {N!',ORMA. ON SUfJlr'T TO CHAh wlrHOln NOTICE UO -3 Construction Number Panel Width (In.) Gauge I Clip Type Clip Spacing Substrate UL -2218 Impact Resistance UL -263 Fire Rating UL -580 Rating 165 24 24 ntin. B 5-0" Open Framing Class 4 Class A Class 90 180E 24 24 min. A 5-01, Composite Class 4 Class A Class 90 205 24 24 min. A 8-0" Open Framing Class 4 Class A Class 90 20.5A 24 24 min. B 5'-0" Open Framing Class 4 Class A Class 90 286 24 26 niin. A 5-0'" Plywood Class 4 Class A Class 90 308B 24 24 min. A 5-0" Composite Class 4 Class A Class 90 534 24 24 min. B S-Oba' Open Framing Class 4 Class A Class 90 535 24 24 min. A 5'-0','1" Open Framing Class 4 Class A Class 90 536 24 24 min. B 5-0" Composite Class 4 Class A Class 90 537 24 24 min. B 5'-OY"1" Composite Class 4 Ciase A Class 90 541 24 26 min, B 5' , Plywood Class 4 ( Class A Class 90 Clip Type: A (Fixed, Sliding); B (Sliding); C (Utility). NOTES: Wind uplift test procedures are in accordance with Underwriters Laboratories Standard UL -580 under 'Tests For Uplift Resistance of Roof Assemblies", 2. A detailed installation method is available for each Construction Number above and can be found in the UL Roofing Materials and Systems Directory or at http:/iwmtiv.ul com. The panels must be installed in a certain manner to achieve the published results. 3. The panel qualifies for a Class A fire rating in compliance with Underwriters Laboratories Standard UL -263. 4. The panel system is listed under the following Fire Resistance Design Numbers: P225, P227, P230, P237, P265. P268, P508, P510, P512, P701, P711. P717, P720, P7227 P726, P731, P734. P736, P8131, P803, P814, P815, and P819. Refer to the UL Fire Resistance Directory for specific construction methods and hourly ratings. 5. Ultra-Dekt6' panels carry a Class 4 rating under UL -2218 "Test Standard For Impart Resistance." FLORIDA BUILDING CODE PRODUCT APPROVAL Vfftr ET Y :C t t" a I r:.. t Rt. <Y:l:' .::?Z \ lilf. Si,Ttoi 'u+,• t; ::.'s Ni ':t!., :rte' 2 I , no . B .- t'c 3R?r du, t App . tai r > -, , rt 1 . l <I - h .. uD-d S:Ewwwmbcl.com W.+CO3QENT,NFORrr„TION SUBJECE10CHANC. Vv'T',.r:UT'NO1'IG_ CPC.FWE APRIL 7.2(i'A a U t� C ,O .4 b on Q) 0 m O O C O O !Y ■ v) O o rte\^tel v J U U 2, rn ani oU `U El U Ld v 0 o Q Z UI O �o _o0 U r/1 W 3 ULup Scale: NOT TO SCALE Drawn by. Checked by. Project Engineer: Job Number. Erection Guide Sheet Number ULD1 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein- Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A N1uxm T%Ft)71'. F. +',1 1 ti 1 IN dM 156224 Pi AZ 68b 3 -4 Adel GA A 4 3 d L bba k TX Y 0 SJ 2 R'p, d VA J Af1an!a GA A•7,, 2.,124 l NY 60 24 Afwam cAa-9 C c Y Otic w_ :224 sant cy ur ;..l"4 za94 '2,111x,1 t r;.Sa, 62[ . 4 Gn ah4 NE -,.n 418 61'24 San Aa 111, TX IM®R &lutist Roof and Walt Susuans Ultra -Delo' PANEL 24" Coverage -�`------ 24" L 3" NOTES: 1. All calculations for the properties of Ultra-Dek panels are calculated it accordance with the 2012 edition of the North Anleroan Sr earicat ac For Design Of Cold-Fom?ed Steel Structural N1calber.. 2. Ixe is for deflection determinator). 3. Sxe is for bending. 4, Maxo is allowable bending moment. 5. All values are folone feat of panel'wldth. ..Y recommended I t Is Along :v it ,.Its data ^ fessiana s. AEo 1 mens and desi n ro g ' �.: r r. data captained herein is for the expressed use of costo 9 r Thr, the e g rmed S.ee! 1 f the North American SpeciGd;ation for the Design of Cnld-Formed version a of the most Curran'. laveaco that the des'.), professions[t VY- •?tains the di r c(deria for cold- tied by the An6edran Iron and Steel Inslitulr to fadililate design. This SnecifiGahrn? w J Iona urPi el Com •s encs. ❑tints Along with the Specification, the designer should reference the most current budding code applicable to the project fom,ed steel coupe g job. i:e in order h? determine environmental loads i1 further mforrnation or guidance egardlirg cnid-formed design practices is desired, please contact tile, manufacture, EFFECTIVE APR!L 7,:...14 SEE www. mlod-m FOR CURRENT INFORMATION SJ5L:C'1''0 CHANGE W Thou NOMCF UU5 Hm. b T% 511.1 lad nnapptis IN 0 I h C 4 ffor_ + Ada GA 9 F-::'1 Lubbach, l%AL 1 Rich dVA-.':n-r7 l 1 Alla to GA 3] 5 1223 Memphis, IN E 2 6 4 el NY C 9 6 2 Al f LA I)(a'..i-:?,124 Ukiahoma Cdy OR 9(11 .'11224 Sa L C' Y Ur.i Zi?- Dui s, TX Wo 65'36224 Om. ,NE e_o, s6ezf Sri Antpna TX s0-591 6221 i4r r, t 1x,,,,16 a"d lVall .SvVen1s Ultra -Delo PANEL 18" Coverage Ai i n7lti F 1IR11Pnr2M LOADS IN POUNDS PER SQUARE FOOT 26 Gauge (Fy = 50 KSI) _ NEGATIVE BENDING POSITIVE BENDING SECTION PROPERTIES Fy W>.:TIGHT Ixa ; Site P,haxo Ixr.. Sze Maxo SPAN TYPE LOAD TYPE 2 5 NEGATIVE BENDING POSITIVE BENDING PANEL j GAUGE Fy /KSI) WEIGHT (PSF) Ixe Sxe Maxo (INAIFT.) (IN.3iFT.) (KIP -IN.) Ixe (INA/FT.) Sxe (IN.3%FT) : axo (KIP -IN.) 26 50 1.02 0.1025 0.0694 2 0764 0.2202 0.0901 2.6987 24 50 1.23 0.1355 0,0951 2.8477 0.2803 0.6''5[1 3-'+61 22 SU 1.56 U. 18:37 0.1332 3.9877 0.3640 0.1504 4.5020 NOTES: 1. All calculations for the properties of Ultra-Dek panels are calculated it accordance with the 2012 edition of the North Anleroan Sr earicat ac For Design Of Cold-Fom?ed Steel Structural N1calber.. 2. Ixe is for deflection determinator). 3. Sxe is for bending. 4, Maxo is allowable bending moment. 5. All values are folone feat of panel'wldth. ..Y recommended I t Is Along :v it ,.Its data ^ fessiana s. AEo 1 mens and desi n ro g ' �.: r r. data captained herein is for the expressed use of costo 9 r Thr, the e g rmed S.ee! 1 f the North American SpeciGd;ation for the Design of Cnld-Formed version a of the most Curran'. laveaco that the des'.), professions[t VY- •?tains the di r c(deria for cold- tied by the An6edran Iron and Steel Inslitulr to fadililate design. This SnecifiGahrn? w J Iona urPi el Com •s encs. ❑tints Along with the Specification, the designer should reference the most current budding code applicable to the project fom,ed steel coupe g job. i:e in order h? determine environmental loads i1 further mforrnation or guidance egardlirg cnid-formed design practices is desired, please contact tile, manufacture, EFFECTIVE APR!L 7,:...14 SEE www. mlod-m FOR CURRENT INFORMATION SJ5L:C'1''0 CHANGE W Thou NOMCF UU5 Hm. b T% 511.1 lad nnapptis IN 0 I h C 4 ffor_ + Ada GA 9 F-::'1 Lubbach, l%AL 1 Rich dVA-.':n-r7 l 1 Alla to GA 3] 5 1223 Memphis, IN E 2 6 4 el NY C 9 6 2 Al f LA I)(a'..i-:?,124 Ukiahoma Cdy OR 9(11 .'11224 Sa L C' Y Ur.i Zi?- Dui s, TX Wo 65'36224 Om. ,NE e_o, s6ezf Sri Antpna TX s0-591 6221 i4r r, t 1x,,,,16 a"d lVall .SvVen1s Ultra -Delo PANEL 18" Coverage Ai i n7lti F 1IR11Pnr2M LOADS IN POUNDS PER SQUARE FOOT 26 Gauge (Fy = 50 KSI) _ NEGATIVE BENDING POSITIVE BENDING PANE. Fy W>.:TIGHT Ixa ; Site P,haxo Ixr.. Sze Maxo SPAN TYPE LOAD TYPE 2 5 2.5 3.0 SPAN IN FELT SPAN IN FEET _ 1.23 01742 0.1109 3.3213 3.0 3.5 4.0 4.5 5.0 5_5 SINGLE LIVE 195.8 1531 I 139.9 1 122.4 08.8 93.8 77,5 2 -SPAN LIVE 195.8 163.2 139.9 115.[1 91.6 74.2 _ 61 3 3 -SPAN LIVE 195.8 __163.2 139.9 1229 108.8 92.7 75.5 4 -SPAN LIVE 1958 1633 139.9 1224 106.9 86,6 7t6 4 Gauge (Fy = 50 KSI) 10x.9 91.6 79.64 �4 Gauge (Fy = 50 KSI) SPAN TYPE LOAD TYPE SPAN TYPE LOAD TYPE __'_..2 5 3.0 3.5 SPAN IN FEET 4.0 4.5 5.0 5.5 5.5 SINGLE LIVE 272.0 225.7 194.3 1700 145.8 118-1 97.6 2 -SPAN LIVE 272.0 228,7 194.3 158.8 125.5 10'.6 641 3 -SPAN LIVE 272 0 226.7 194.3 1700 156.9 12Li 105.0 4 -SPAN LIVE l"2 Gauge (Fy = 50 KSI) .--. 272.0 225.7 1943 170.0 146.5 1 118.6 9f.0 .__.__._.._.........-_.�.-.._...-..... SPAN TYPE LOAD TYPE 2 5 3 002B2,8239,3 22 Gati 1ge (Fy = 50 KSI) F224 SPAN IN FEET 214.4 177.2 5.5 SINGLE LIVE 395.9 329.9 AN SPAN TYPE 221).5 170.6 - 137.6 126.6 2 -SPAN LIVE 3959 329.9 -3 LOAD TYPE -- 2 5 0 3.5 4.0 4.5 5.0 5.5 V1421 LIVE 117.4 3 -SPAN LIVE 395.9 329.9 148.2 120.1 ! 992. 146.8 4 -SPAN LIVE 395.9 329.9 166.2 131:1 106,3 87.93 137.0 NOTES: t. THE ABOVE LOADS ARE NOT FOR USE WHEN DESIGNING PANELS TO RESIST WIND UPLIFT. 2. Strengh calculations based on the 2012 AISI Standard "North American Specification, for the Design of Co'd-farmed Steel St" clUM Members,' 3. ANowable loans are applicable for ur r.rm loading and spans without ov rharga. 4. LIVE load capacities are for those load$ that push the panel against its supports. The applicable limit states are flexure. shear, combined shear and flexure, web ug313fing at end and interior suppnr•s, and a collection limit Of >_f 230 under sire lgth-leve loads. 5. Panel pullover and Screw pullout capacity must be checked separately u.!.;g the screws employed for each parfzcular application when ota!rir,j this load chart. 6. The use of any field Seaming egJipmeot or accessaries in tiding but not Irlited to clips, fasteners, and support plates allot than tha provide: by the manufacturer may leave. backup, rake; etc.) damage panels, void all warranties and will void all eng'ineerng data 7. THE material is sublet to change without noh43P. Please contact fv1E3Cl for the most current data. expressed use of customers and design professionals. Along with this data. it is recommended The Engineering data containetl herein y for the expre rficaliOn for It:e Desi n of cold -Formed Steel thatdesign profession," have a copy r.?f the most current version of the NOrth American Spec -9 for cold - Stn the des 0 p :• r r Mramhers published by the American Iron and Steel Instilde to facilitate design. This Specification wnfains the design criteria for forme tea formed stf�e:. components. Along w5th the Specification, the des,3ner mould reference :he most current bdl:ding code $Poe! 5 is d si eablie to d Please iobs:te in ander to determine environmental loacs. If furU?er informatk n or guidance regarding colli -formed design pia. contact the manufacturer. Er FECTIVL APRIL 7.. •20',' VqA SEE www.mbci.abm FC1r2 CJRI%l:Nl' Ir,r:al2MAl10N auc,EC r Ta ci wn'i10U-I NOTICE No t T%8 1 R:2q .I' tai M IbusM T%N ] '6.23 Ind:ana{falic IN 20 35 2a Pham Al Et ''1 .4 Ad i GA CT 56224 L bbp N TX 032' R h tl YA 0' 129 24 Adai, GA B E l) C S 24 Lubbock Tx -1 5T . 24 Richml d VA 2q.r, Ad G t 1 ..4 M 'a IN 8 2 -62 -� R NY l l) All -1, GA 1.71 I Mempt:a. TNS0 2 Rama NYd 58224 A. CA '. 92x. Ohiahomal.dy ON 61).9'5224 SalI-C UT s01 -2401 Alato C CJ 629 024 Ok h C'nY. OH 0. ,7.6224 Salt L C ty UT A C- f- 46,4 -R. Omar n, M1F WI -k2", Sal Amomo TX aO, -19 6.24 San A,11111 TX ..•r ::. l",.;4 I Ual aa. T% ,.0 :-3,.121 Dai';as. i 55.' 620' Omaha, NE. Sc0 fid -.2a rbb+nrl Roof and lVa11 SV`,t(JJlS Ultra -Delo PANEL 241' Coverage 3" All I.OWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT 126 Gauge (Fy = 50 KSI) _ NEGATIVE BENDING POSITIVE BENDING PANE. Fy W>.:TIGHT Ixa ; Site P,haxo Ixr.. Sze Maxo SPAN TYPE LOAD TYPE 2.5 3.0 (KIP -IN.) SPAN IN FEET _ 1.23 01742 0.1109 3.3213 0.3409 0.1651 _ __. 3.5 4.0 4.5M64.C13.4 50 SINGLE LIVE 1483.9 122.4 ! 104.Ei 91.8 61.6_..._..2 £ .0412 180 R -SPAN LIVE 146.9 122.4 104 v 85.5 68.463 2098 1710 -SEAN LIVE 146.9 1224 104,9 91.8 81.629 161.5 127.6 103.4 85.4 4 Gauge (Fy = 50 KSI) 122.,1 10x.9 91.6 79.64 �4 Gauge (Fy = 50 KSI) SPAN TYPE LOAD TYPE 2.5 3.0 3.5 SPAN IN FEET I 4.0 4.5 5.0 r-_ SPAN TYPE 5.5 SINGLE LIVE j 408.0 340.0 SPAN IN FEET I 255.0 203.3 16:5.5 ILOADPE2 5 3,0 3-5 4.0 4.5 5.0 5.5 SINGLE 340.0 340.0 204.0 170.0 195.7 127.5 113.3 92.3 76.3 2 -SPAN LIVE 204.0 170.0 1,15.7 _745.7 118.7 93.6 75.9 62.6 3 -SPAN -SPAN LIVE LIVE 2^40 204.0 170.0 70.0 __..,_ ......_..,....._. 145.7 727.,5 . _.._.____.__ 127.5 113.3 ....._._..._..____ ._,_..__.._._.__.._ 949 780 ....._..-.__..._ 22 Gati 1ge (Fy = 50 KSI) F224 264.7 214.4 177.2 2 -SPAN LIVE -109.4 488.:3 364.6 AN SPAN TYPE 221).5 170.6 - 137.6 3 -SPAN LIVE j 4 -SPAN LEVE SPAN IN FEET 493.7 494.7 __...,_. -3 LOAD TYPE -- 2 5 0 3.5 4.0 4.5 5.0 5.5 SINGLE LIVE 736.9 7.5 212.1 1;5 6 148.2 120.1 ! 992. LIVE 296:? 212.1 166.2 131:1 106,3 87.93 -SPAN LIVE 29654 7.5 212.1 185.6 564.1 132.9 109.9 4 -SPAN LIVE j 296.? 247.5 212.7 185.6 153.2 I J...-_-._...._ 124.1 .. 102.6 ...............02. 6. NOTES: 1. THE ABOVE LOADS ARE NOT FOR USE WHEN DESIGNiP1G PANELS TO RESIST WIND UPLIFT 2. Strength cal ulnijons based )il the 2012 AISI Standard N .h An encan Spocif!cn 2:'I for tl,o Design of Cold foLmed Steel Structural M'- nba. s." 3 Allowable leads are app.icab le rill" uviform load'og ands "ns Without overhangs. 4, LIVE load capacities are for those leads that pu h the panel aga:11st its suppons. The applicable limit states are flexure, shear, combined shear std flexure, web crippling at end and interior s,:pports, r d a deflection limit of _1180 under strength level load. .5. Panel pullover and Screw pu!inut caparl:y muni be the^tied veparaiely using the Scn,W emp1OYwI fn each PadirLlar appliCallan whey utilizing th':s lead chart +eners, a i support ates other than tha provided 6. The use of any field seaming equipment or accessories including but not limited to clips t P" by them nuf Tourer may (eave backup, rake, etc) damage ria -.ids, void all ?warranties a, d ml''. void all ang needing data. 7, This matena; I$ surect to change without notice Pease contact MSCI for the most currert data. ^ use of customers and design professionals. Along with this data, it is recommended e expressed �!^ is for e The. contained hers ��..neerin data cantor p 5 F_ 66x'2,. slept 9 de siOnai 1,1•x'2 a co • of the most curert version of the N'oith Americas SreGifrcarL>n o it e Design of ord it n el" s PY hal tte des - - la hr role- t 3 F sh n pritcr r .!ins stir. de ' ,1.1x1 cant , r+�: , ?s 5 edlfic g C-.1 i TI nal Mo;rbe7s u:�hshed by tf?c American Iron and Slee! Institutr, to faci!itah. , g p h Structural p with the 5 ecifiGatioe the designer should refdrence Inc most current budding code appllcab'�d to t_e protect formal stool components, Along p obsde In order.o determine e^v rcnrr '211x1 mads. If further mfrrrnation or guidance regarding cold-forrred design practices IS desired, please contact the n anufccturer. k"fFEGTI._ A'R!'_ 7,210 JJ ii SF. E. www mbci con. r.?i^:'URR 'N. iN-'GRA"AmON 10x060??'.)�^. %:iE'•Y!TH(?_T !vi:T:'CE H t T% 77-713C,24 Ind $.,spa IN 8 T 5-5224 I AZ 039533- 224 Rd GA 9^.0 34CF1' Lnb6nc TX FJ ryl'•.3 R h d. l'A F C R-:24 Ai GA d, 51 "1 Mea pi THE J 4 R NY 3 62 CA ;*6611 fi2.4 Uk;aha ell, O%1','.Rf24 Snl.k C UTfu k D..- pal , T%A�O •S 50224 Omat•e. NE BP 1322 Sc ,.... Sen A-,- -: X 130 l"6;. n.<a IUMO h9E'tal Roof and 114111 JY+!dins Ultra -Delo PANEL 12" Coverage 1„ SECTION PROPERTIES _ NEGATIVE BENDING POSITIVE BENDING PANE. Fy W>.:TIGHT Ixa ; Site P,haxo Ixr.. Sze Maxo GAUGE {KSI) (PSF) (INA4FT) (IIU.3I1`7.) (KIP -IN-) (INAIFT.) (IN.3/FT) (KIP -IN.) m 26 50 1.23 01742 0.1109 3.3213 0.3409 0.1651 4.9 427 24 50- 50 148 0233" 01540 4,6122 O_4262 I 0 2073 6.2066 24 22 �50 J 1.86 0.3257 0,2237 - 6.6989 0.5512 0.2686 £ .0412 NOTES: 1. All calculalk ne for the properties of lJ!Ira-Dek panels are ealcu':n-11 ,, accordance will) the 2012 edition of t!le North American Specification For Design Of Cold -Formed steel Structural Members, 2. Ixe is `er deflection dett'.rre nation. 3. Sxe is for bending. 4, mIiii is allowable bending moment. 5. All values are for One foot of panel width. ait is The E'1: ineering data contained herein is (Or the expressed a -' o ' us erne. s and do algn prc:fess:onals A one w4fh t11 •? for the Design of Cold - Felled professional 1x'.6'2 a copy of the most cul re^.t version of the North, American Spea. iia o 9 recommended that the design - -I n and Steel Institute I, fad: Ittate dasign. 7 'is Specification contains the design Funned r col -forM l ori Coat Min Tient ha.. by tAl American 'tea f urrent building code ap !''cable Clmed sterol ccmparents. Along aafi the St?e • f -,$tion. the designer should r..^-fore;reg the mils, G 9 - ! -es is rl.c_,] for CO . . he project oosae in order tic determine ervimnrreotal loads. It further '�.nfoRnaLon or g.Ldance regarding cold farmed desicFl f%¢4LLC to. p I 1 desirc,d, t Ic s,contact the, manuta< if _r- or EcnV+=AIFN 1. 2011 cE_ www.ma,c .elm Fol .UR .01`1 :N11W2.IMT!GN eUa,ECT To CHANGE Wil'HOU'I' NOTICE Vd.1 t LY AfetIll Roof and Wa// Systenis Ultra-Dek0% PANEL 18" Coverage SECTION PROPERTIES NEGATIVE SENDING POSITIVE BENDING PANEL Fv WEIGIIT Ixe Sxe Max o Ixe Sxe Maxo GAUGE (KSI) (PSF) (IN.4/FT) (IN.31FT.) (KIP --I N.) f 4!FT-) (IN.31FT,) (KIP -IN.) 26 50 1,09 0.1356 0,0929 2.7823 0.2686 0.1175 3,518.5 24 50- 1.32 0.1804 01'173 3,8115 0.3372 1 0.1480 4,4295 22 50 1.66 0.2444 0.1780 ,5 3219 0.x365 0 191 S 5 7424 NOTES: 1. Ali calculations tar the P-T0pemes of Ultra-Dek panels are calculated Br accardance with Lhe 2012 edition of the North Amari 3n Specification For Design Of Cold -Foiled Steel Structural Members. 2 Ixe is for d..i; r tion determination. s Sxe Is for b ,ding. 4. tvt.axo is allowable bending n ornent. 5- All values are for on, foot of panel o-viiMI. The Engineering daia contained herein is for the expressed use Of customers and design professionals. Along with this data, it is recommended deli n professional have a copy of the most current version of the North American Specification for the Design of Cold -tea rmed Steel that the for cold- P design criteria 9: 'ns',e des members published b the American Iron and Steel Instil';do to facili?ate design. This Specification conal g Sir Rhinal ecompu Y P project ? hr :?:e to th . building ogle a a n'bu1 d.? d p 1 - most current ! P E r f�renre the 9 v shnu;A .e ., es!r ,1 r, forme$ stere. romponer i e Along with ieR Speeds. i i fu the d . �. cold formed desi n prac;.ce� is desired. please regarding ;, 9 jabsite in order to determine environmental ,cads. I` further In4m�,1?alien or gill dance rep 9 contact the man Ifacturer. ,iUd,;-CT a(eH.,GEWITHOt1T NOT�cE ILLI -7 FF'Ed"IVE APRIL :.206!,1 SEE www.mNal.com FOR i'..KKt-N'r iNF'Uhtl4Tlr)N N TX Cl T 3 224 hMiamtp I IN 3 T3 E224 PI i AZ C 3 53 8221 OEM Ad 1 GA 4" 11 Lnbback rx'k A .'+S, P i GA st Mempb IN 8q mJ 5224 R . . NY .5 2 f A CA 0 �llOklan,ir C OF a.:Tt-r Uf S,11 L h City' I y UT ? k 10(13 aail4e TX x65 _2I3 Omaha NE 60� led -6224 ban Antpr,q TX 8035920.24 I 0-d "'."I 11"'if C4;crnrrre Ultra -Delo PANEL 12" Coverage .y f 12.E I 3" ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT ' 6 Gauge (Fy = 50 KSI) SPAN TYPE LOAD TYPE 2.5 3.0 3.5 SPAN IN FEET 4.0 4.5 5.0 5.5 SINGLE LIVE 293.8 24Th 209.0 1 183.6 162.7 131.8 1069 2 -SPAN LIVE 29[3.8 244.8 _.._.. 180 R 138.4 1093 88.6 13.2 _ 3 -SPAN LIVE 1 293,8 244.8 2098 1710 36.7 110.7 915 4 -SPAN LIVE 2438 244.8 209.8 161.5 127.6 103.4 85.4 4 Gauge (Fy = 50 KSI) SPAN TYPE LOAD TYPE 2.5 3.0 3.5 SPAN IN FEET I 4.0 4.5 5.0 5.5 SINGLE LIVE j 408.0 340.0 291A I 255.0 203.3 16:5.5 136.8 .,........_-......_- 2 -SPAN LIVE 1 3 -SPAN LIVE 406.0 408.0 340.0 340.0 1 251.(, 2gl a y 1.2.2 246.2 151.8 ta9.8 123.0 153.7 101. 1271 4 -SPAN LIVE ..2 Gauge (Fy = 50 KSI)....... .. ...�-.__..._„_....__.__.�-... 408.0 340.0 291- 224.3 - 1772 �l 1435- 118.6 SPAN TYPE LOAD TYPE , 2.5 3.0 3,5 SPAN IN FEET I 4.0 4.5 5.0 5.5 SINGLE LIVE 59019 x94.7 42x.2 335.1 264.7 214.4 177.2 2 -SPAN LIVE 593, 488.:3 364.6 LT9.1 221).5 170.6 - 137.6 3 -SPAN LIVE j 4 -SPAN LEVE 5939 593.9 493.7 494.7 4242 37.1.6 346.9 325 8 275.7 '157.3 223.3 268.5 184.5 172.3 GTES. 1. THE ABOVE LOADS ARE NOT FOR USE WHEN DESIGNING PANELS TO RESIST WIND UPLIFT. 2. Strength catoul�r5ons based on the 2012 AISI Standard "North American SPecificall,,n for the Design. of Cold-formect Sleet Structural Members' 3. All,rwab n loads 7 e applicable for uniform loading and spans without overhangs. !: ,bio hmik aka+es alta fexure, shear, romb!ned 4. Lit E land cai:a A es a: e for those loads that push the panel against -t surporis The ap,^. - ' shear and flexure. web rl..pP,.. •g at ane' and interior supports, and a defection Lnlit o. 0180 under strength -level leads.licaticn when 5, Danet p *lover and Screw pullout capacity' roust be checked separately using the screws employed for each p1noulit a pp utilizing this load chart 6, The use of any cin 1 e . ting egaipmnt dr nccessories neJudmg but not limited to clips. fastencr, and support pia?es other than that pmvidr.-d by the manifacwrer may leave backup., rake,etc.) damage panels void all warranties and will v¢c all en0nil erin.1 data. 7. This material Is subject to change without notice, Please coctac? MBGI for 1.'a most culrenl data. The Enpmeering data contained herein is for the expressed use of customers and design professionalona! AI ;ogPw Q the nr CWd--Fodata, it is e commendn d Stile ?d that the c e.. ign p roressional have a copy of the most current version of U,e Minh Amercan Specifcation to,, iti s U _ o do for eolri- tied b • the American Iran and Steel f••stit Jte in facilitate design. This Specdicaton ccntauls the design criteria formed steel ,c+,bcrspublis y a de^_ -i per should reference the most current handing Gado applicable to the project formed stile! Gomponarts. Along with the Spacificatioa. the 9 ! _f. rtes* n tact res is daa!red pled;=.e tI ermine environmental bails. I' further Ir onnatidn rx guidance re rlydmg cod .0I g p Jo..sde i•? Order to .fat contact the mintificAuror, VL` +, (; Sa www.mbc gem ;0.-• CvR2LNi ;NrUI2htAY'ION SV6Jl:-,: I . CHANr;E Wil'.•,^.JT NO _IGe EEr EG IIVE APRIL 7, 2014 a U W� c 0 .Q U to N Q w O O LI 0 D 0 L Z O O W O U w � Scale: NOT TO SCALE Drawn by. Checked by.- Project Engineer: Job Number: Erection Guide Sheet Number: ULD2 of 15 The engineer whose seal appears hereon is On employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Ho,,t,,. TXW7�71_1-F22i I.dir.,lip I,. IN 8IX-735,iOI PhAAi 8PA-5jlifi Sure of 12 !bfisq. ft. (575 Pa). TX l 3 1 21 111111111�lil, IN 11 11 Mrk-511-lilll from variations in both ambient and internal temper- preconsumer recycled content not less than 125] i TY 1", percent. ^2, A iI, GAMF141,IiTA U= 'TX iiix 7516224 N cl,­d, VA ein ' st 62'J caused by temperature differences from one side of A-, CAMii-2, i _. I. re, IN e 135,,1221 Ph"Ill, AT IiFri-: �31-i 224 H Tx 1­111�1' I -2 -711122, A1.1, GA Illdl,11111111, 10 1�111:r,1111 i Air ivil III I A 1-., A Ni IN i NY W�559­24 i NY 8X-5594224 Ali,,­� CA 87? 512 622,1 A- G. Me i'C, 6�'2 4 Ltili TX -u, 753 �,224 Rkh,i VAI�0�'7�1 3224 A O� CA SLI I 62il L,bb,,k. TX 3NJ-' , 68 Ii�. R,,h, d, VA e03 7i?,a F,224 F A ii. r11 ­� I- Oil, 1W ',',,A S Llk. City, UT ­4!4,'� 1`404 Silt L- C.1,. JI 110111-.2 lill S_ A-ri. I. YI�Q 59, 6�1 .-t., CA 10- -1 Aili CA ri­rl,�U?4 A-1, I. NY Ar-, CA et?`7�512-IZ24 M­p,­, IN KC,2-6- fi NY WC -11,111 R.- NY l,t1l -.1i. Cill, .1 11-17,1-11 'A iot�5113114 I,., NE iic-111,122,r lLl A11.111 TX 81)Ci 4M,224 0 TX 810 1, - CA �CC Vill­ TI Ii.11-111-ri ol,­ Oil, ON 80� r n2l Slit I-- City. UT VC �, 74 4(l4 A ­, CA 81ff 132 - 93-,- Ox 6' '97 r22' t L.k, City, UT 600 e74 2404 Silir, Al, ­A., U le) SQAC� 4 ,11effirl Roof rind 11"arritSvVemy Metal Roof aild It 4111 svqi 11 1 Al-,- TA 11C�-91­A ?,111 x I 0C 111, 1, 22 - NE 17­�­21 ®R "ifetal Roof rind Will/ St stems SECTION 074113 Metal Roof Panels PART 1 GENERAL C, ASTM International (ASTM): www.astm,org: 1 . ASTM A 653 - Specification for Steel Sheet. Zinc - 1.1 SECTION INCLUDES Coated (Galvanized) or Zinc -Iran Alloy -Coated A. Trapezoidal -rib, snap joint, standing seam metal (Galvannealed', by the Hot Dip Process. roof panels, with related metal trim and accessories. 2� ASTM A 7,51, -'sin'tecification for Steel Sheet, Metallic Coated by the Hot -Dip Process and Prepainted 1.2 RELATED REQUIREMENTS Specifier: If retaining this optional article, edit list below to correspond to Project, A� Division 01 Section "Sustainable Design Requirements" for related LEED general require- ments, B. Division 05 Section "Structural Steel Framing" for structural steel framing supporting metal panels. C. Division 05 Section "Steel Decking" for continuous rnetaf decking supporting metal panels. D� Division 05 Section "Cold -Formed Metal Framing" for cold -formed metal framing supporting metal panels. E� Division 05 Section "Cold -Formed Metal Trusses" for cold -formed metal trusses supporting metal panels, F. Division 07 Section ["Thermal Insulation") ["Roof Insulation"] for thermal Insulation installed under metal panels. G. Uvislon 07 Section "Metal Wall Panels" for factory - formed metal wall [and soffit] panels. H. Division 07 Section "Sheet Metal Flashing and Trim" for formed sheet metal copings, ficishings, reglets, and roof drainage items in addition to items speci- fled in this Section. 1. Division 07 Section "Manufactured Roof Specialties" for manufactured copings, reglets, and roof drainage items in addition to items specified in this Section. 1 Division 07 Section "Joint Sealants" for field -applied joint sealants. K. Division 13 Section "MAA Building Systems" for steel framing supporting metal panels. by the Cod -Coating Process for Exterior Exposed Building Products 3. ASTM A 792!A 792NI - Standaid Specification for Steel Sheet, 55 % Alumourn-Zirc Alloy -Coated by the Hot -Dip Process. 4. ASTM A 980 - Standard Specification for Steel, Sheet. Carbon, Ultra F!i,,,.Ih Strength Cold Rolled 5. ASTIA C 645 - Specification for Nonstructural Sit)(,.! Firaminn Members. 6, ASTM C 920 - Specification for Elastorneric Joint Sealants. 7, ASTM D 1003 - Standard Test Method for Haze and Luminous Transmittance of Transparent Plastics. 8. ASTM 0 2244 - Test Metlicid for Calculation of Color Differences from Instrumentally Measured Color Coordinates. 9, ASr M D,'214 - Test Methods for Evaluating Degree of Cha3i of Exterior Paint Fili 10, ASTM E 1592 - Standard Test Method for Structural Performance of Sheet Myttai Roof and Siding Systems by Uniform Static Air Pressure Dfferarce. 11, ASTM E 1646 - Standard Test Method for Water Penetration of Exterior Metal Roof Panel Systems by Uniform Static. Air Pressure Difference. 12. ASTM E 1680 - Standard Test Method for Rate of Air Leakage ThrOUah Exterior Metal Roof Panel Systerns. 13. ASTM E 1980 - Practice for Calculating Solar Reflectance Index of Horizontal and Low -Sloped Opaque Surfaces, Di Cool Roof Rating Council (CRRC): www,coolroofs. 1.3 REFERENCES Specifier: If retaining this optional article. edit list below to correspond to Project, A. American Architectural Manufacturer's Association (AAMA): www.aiiiianet.org: 1. AAK?1A 621 - Voluntary Specifications for High Performance Organic, Coating,, on Coil Coated Architectural Hot Dipped Galvanized (H')G) & Zinc- Al,initnurti Coated Steel Substrates. 2� AAMA 809,2 - Voluntary Speci Non, Dry4ig Sealants S. American Society of Civil Engineers (ASCE): www. ascrivarg;(codes-standards: l. ASCE 7 - Minimum Design Loads for Bu:dings and Other St,uctures. orglproductratingprogram.htmi: 1. CRRC-I-2008 - CRRC Product Rating Program E� International Accreditation Service (JAS): 1. JAS AC 472 - Accrealliallarl Criteria for Inspection Programs for Manufacturers, of Metn! Building Systems, Part B, F. Underwriters Laboratories, Inc, (UL); www.ul.com: 1. Ut, 580 - Tests for Uplift Resistance of Roof Assemblies G. US Environmental Protection Agency: www.energy- star.goviindox.cfm: 1. Energy Star Reflective Roof Products H. US Green Building Council (USGBC)� www.usgbc,orgi 1. LEED - Leadership in Energy and Environmental Design (ILEED) Green Building Rating Systems. EFIEC; I WE APR,L 7. 21; 1,1 SEE ri ceir FOR C _-RRE N T 114F ORMA PON SUBjECI 'OCHANQErN;iH0U7 NOT CE UD- 11 1.4 ADMINISTRATIVE REQUIREMENTS A. Preirstallation Meeting: Prior to erection of fram- ing, conduct preinstallation meeting at site attended by Owner, Architect, manufacturer's technical repre- sentative, inspection agency and related trade con- tractors, 1 . Coordinate building framing in relation to miclal panel system. 2. Coordinate openings and penetrations of metal parrell system. 3. Coordinate work OF Division 07 Sections 'Roof Specialties" and - Roof Accessories' land openrigs and penetrations and manufacture.r's accessories w�h mstaila�iin of metal panels, 1.5 QUALITY ASSURANCE A. ManufacturerfSource: Provide metal roof panel assembly and accessories from a single manufac- turer providing fixed -base roll forming, and accred - !tied Linder JAS AC 472 Part B. B. Manufacturer Qualifications: Approved manufai turer listed in this Section with minimum five years experience in manufacture of similar products in successful use In sintilar applications. Specifier: Retain paragraph below if Owner allows substitu- tons but requires strid control over qualifying of substituted manufacturers I Approval of Corriparable Products: Submit the follo*- ing in accordance with project substitullon require - motifs, within time allowed for substitution review: a. Product data, including certified independent test data indicating compliance with requirements, to Samples of each component. c. Sample submittal from similar project. i Project references: Minimum of five installations not less than five years old, with Ownerand Arclitelid, confact information. e. Sample wa,ranty. f, IAS AC A72 certificate. 2. Substitutions following award of contract are not allowed except as Stipulated it-, Division 01 Ge neral Requirements. 3 Approved manufacturers must meet separate require,- ments of Submittals Article. Specifier: Review of manifacturers, qua[ Iving of installers is recommended for larg erprojects. MRq req�jii Installer and supervisor certification when project requirements include extended warranty. C. Installer Qualifications: Experienced Installer [certi- funds; consuit with project Contracting Officer. Coordinate with Submittals Article 0. Buy American Compliance: Materials provided under work of this Section shall comply with the fol- lowing requirements: 1, Buy American Act of 1933 BAA -41 U,S C §§ 10,a - 10d 2 Buy American provisions of Section 1605 of the AmTi Recovery and Reinvestment Act of 2009 IARRA). 1.6 ACTION SUBMITTALS A. Product Data: Manufacturer's data sheets for spi fled products. Specifier: Retain and edit below to comply with Project requirements for LEED or other sustainable design require- ments. B. LEED Submittals: 1.Crei SS T2 Heat Island Effect -Roof Productclai indicating compliance with solar reflectance index requirement. 2, Credit MR 4 Recycled Content: Product data indicaling the following: a Material costs for as&. product having recycled content. b Percentages by weight of post-consurner and pre - consumer recycled content for i Item. c. Total weight of products provided. C. Shop Drawings: Show layouts of metal panels. include details of each condition of installation, panel profiles, and attachment to building. Provide d i at a minimum scale 1 -1/2 -Inch per foot of edge conditions. joints, fastener and sealant place. ment, flashings, openings, penetrations, roof acces. sories, lightning arresting equipment, slid special details. Make distinctions between factory and field assembled work, I . Indicate points of supporting structure that Must COOr- dinate with metal panel system installation. 2. Include clataindicatirg compliance with performance requirements. 3, Include structural dail indicating compliance with requirements of aulnoritlets having _ jurisdiction. D. Samples for Initial Selection: For each exposed product specified including sealants. Provide repri sentative color charts of manufacturer's full range of colors. E. Samples for Verification: Provide 12 -Inch- (305 mm-) long section of each metal panel profile. Provide color chip verifying color selection. fled by metal panel manufacturer] with minimum of five years experience with successfully completed projects of a similar nature and scope. 1. Installer's Field Supervisor: Experienced mechanic [certified by metal paned manufacturer] superv:slng work on site whenever work is underway. Specifier: Retain paragraph helow and Edit a,., appropi for 1.7 INFORMATIONAL SUBMITTALS A. Product Test Reports: Indicating compliance of products with requirements, witnessed by a proi sional engineer, 13. Qualification Information: For Installer firm and Installer's field supervisor, Federal projects and for publicimorks projects utilizing Federal SEE ­Nci- FOP, CURREN! N1JRlW!1,N To Ot .1- EWITHOUT Nefoli EFFECTIVE APR!- 1� X11 1 C. IAS Accreditation Certificate: Indicating that manu. facturer is accredited under provisions of IAS AC 472. Specifier: Retain One or more of three paragraphs below vivinen required for prolect. D. Buy American Certification: Manufacturers' let- ters of compliance acceptable to authorities having jurisdiction, Indicating that products comply with requirements, E. Florida State Building Code Certificate. F� Manufacturer's Warranty: Sample copy of manufai turi standard warranty. 1 .8 CLOSEOUT SUBMITTALS A. Maintenance data. B. Manufacturer's Warranty: Executed copy of manu, facturel standard warranty, 1.9 DELIVERY, STORAGE, AND HANDLING A. Protect products of metal panel system during ship- ping. handling, and storage to prevent staining, dent. ing, deterioration of components or other damage, Protect panels and trim bundles during shipping, 1. Deliver. unload, store, and erect metal panel system and accessory items without misshaping panels or exposing panels to surface damage from wootther or construction operations. 2. Store in accordance with Manufacturer's written Instructions Provide wood coils,s for stamng and handling in the field. 1.10 COORDINATION A, Coordinate sizes, profiles, and locations of roof curbs and other roof -mounted equipment and roof penetrations, based upon sizes of actual selected equipment 1.11 WARRANTY Specifier: War! anty terms below are arvai'able from MBCI. Verify that other allowable manufacturers furnish warranty meeting requirements. X Special Manufacturer's Warranty: On marl turer's standard form, in which manufacturer agrees to repair or replace metal panel assemblies that fail in materials and workmanship within one year from date Of Substantial Completion. Specifier: MBCI s optional single source weathertighiness warranties bfdovir are available for projects installed by ar, MBCI -certified installer under inspection by an MSCI field tech- nical representative. MBCl representative car) provide warranty cost estimate for desired combination of cost !imitation and period ofwaz ranty desired by owner. B, Special Weathertightness Warranty; On manufac- turer's standard form, In which manufacturer agrees to repi;r or replace metal rmnel assemblies that fail to remain weatherfight, including leaks, [without monetary limitation] (up to cost limitation of seven dollars I per square foot of covered area] [up to cost limitation of fourteen dollars ($14.00) ppr square foot of covered area] within [5] [101 [151 [20] years from date of Substantial Completion, C. Special Panel Finish Warranty: On Manufacturer's standard form, in which ManUfaCtUrer agrees to repair or replace linetal panels that evidence dete. rioration of factory -applied finish within [251 years from date of Substantial Completion, including: 1. Fluorapolymor Two- Cost System: Specifier: Confirm warranted performance values below for custom colors. Second options in SUbparagraphs below are for MBCI Brite -Red. a Color finding in exces's of [51 [10] Hunter units per AS�M D 2244, b. Chalking in excess of No. IS] [6] rating pet ASTM D 4214, c. Fatlun" of adhesion, peeling, checking, or cracking. 2. Modified Siliciane-Polyester Two -Coat System: Specifier: Confirm warranted performance val'e below for custom colors. Second options in suhiparagripth'sIbelow are for MBCI Brite -Red. MBCI Polar White Polyester does not carry a warranty against chalking. '- a, Color f9ling in excess of [5] [71 Hunter units per ASTNI 1) 22,14, for vertical applications b Color fading in excess of [71 [10] Hunter units per ASTM D 2244, for non-vert.cal applications, c. Chalking in Crxc�ess, of No� (81 (7] rating per ASTKI D 4214, for vertical applications. cl, Chalking in excess of No. [61 [51 rating per ASTM 0 4214, for non -vertical apolicritions. a. Failure of adhesion, peeling, checking, or cracking. PART 2 -PRODUCTS 2.1 MANUFACTURER Specifier: Retain basis of design manufacturer and products listed in this ArTirle where allowed. It inserting comparable Trani- a u )eerinq it ctuiers, caret fly review products and engir capabilities in relation to requirements of this Section, to Ensure that other approved manufacturers offer products meet- ing MBCI's standards. A. Basis of Design Manufacturer: MI3CI Metal Roof and Wall Systems, Division of NCI Group, Inc.; Houston TX, Tel: (877)713�6224; Email: irl antal com; Vl www.mbci.com. 1. Provide basis of design product[, or comparable product approvrid by Architect prior to bid]. 2.2 PERFORMANCE REQUIREMENTS A. General: Provide metal roof panel system meeting performance requirements, as determined by appli- cation of specified tests by a qualified testing facil. ity on manufacturer's standard assemblies. Specifier: Recycled Content paragraph below describes cal- culation utilized tot LEED-NC Credit MR 4, Modify as required to meet project recycled content requirement,,, or delete if EFFECTIVE APRIL 1.2014 "FE ­­Ld.F.. FOP, Co,itRut-li NFORNIATION SU`I,&.CI TO CHANGE Wo lot IT NOTZE I -D-13 recycled content requireme IS a,e Stipulated solely in Division '11 -1111 -Al IN 1-111 ",A Sure of 12 !bfisq. ft. (575 Pa). TX l 3 1 21 111111111�lil, IN 11 11 Mrk-511-lilll from variations in both ambient and internal temper- preconsumer recycled content not less than 125] i TY 1", percent. ^2, Specifier: Retain one or more radiative property performance Ad 1, G. Jill 4,il .2,'N subpaf2graphs below based on project requirements. Retain caused by temperature differences from one side of A-, CAMii-2, Lilli 1. 601 , �1 I ..i YA 6 ­100013ftalm'- 2-0-111111110MI.- -711122, A1.1, GA Illdl,11111111, 10 1�111:r,1111 i Air ivil III I Scale: NOT TO SCALE All,- (343-51M224 ill -,him, IN 8(�206-c,24 i NY 8X-5594224 Ali,,­� CA 87? 512 622,1 Mi IN IlO�ZW i NY 310 55'- 622-1 Project Engineer. - Vffrr AtI.111. CA F-7 512wt:_,4 Lijbi TX rx0 Nli,,rplii,. IN 60 6224 F ®R A -111r- - 11119,311 A 100 653 ir224 Oli.1i 111-5r NE IrW 459 62211 Silt L- C.1,. JI 110111-.2 lill S_ A-ri. I. YI�Q 59, 6�1 .-t., CA 10- -1 OFoi,­ ri", S11 LIkl City, III � 874-A 0 CA C111. - 1. ',17 R.- NY l,t1l -.1i. Cill, .1 11-17,1-11 ,41etal Roof and 114,irll S�ivi TX 810 1, - NE 10,1111-221 S- Atwr,�,,. Ix! iLM i,irl�224 11cial Roof and lit'rill S_vvwnts lictal Rool and WWI Slystems It i UrI�, M3 AIA 0�­t�,, NE 8to 45� 6224 Silir, Al, ­A., U le) SQAC� 4 recycled content requireme IS a,e Stipulated solely in Division No uncontrolled water penetration at a static pres- 01 Section "Sustainable Design Requirernerit'." Sure of 12 !bfisq. ft. (575 Pa). B� Recycled Content: For Steel Products: 1, Thermal Movements� Allow for thermal movements Postconsurner recycled content plus one-half of from variations in both ambient and internal temper- preconsumer recycled content not less than 125] ati Accommodate movement of support strui percent. lure caused by thermal expansion and contraction. Specifier: Retain one or more radiative property performance Allow for deflection and design for thermal stresses subpaf2graphs below based on project requirements. Retain caused by temperature differences from one side of Solar Reflectance index for LEED projects, Retain Energy Star the panel to the other, reference for projects seeking Energy Star rating; p,acucts (f) LLJ = must be listed on EPA Energy Star website. Retain CRRC compliance for projects required to comply with CEC require- menis. Verify values, with manufacturer for relented panel finishes, Confirm that Energy Code requirements are also met by below. C. Radiative Property Performance: 1 , Solar Reflectance lndc.x� Minimum 78 fornsof slopes of 2:12 or less and 29 for roof slopes greater than 2:12 under medium wind conditions, per ASTM E 1980. 2. Energy Star Qualifli Listed on USDoE ENERGY STAR Roof Products Qualified Product List. 3, Fireray Performance: Listed in CRRC Rated Product Directory, with mrimum prope.rIles as required by applicable Erergy efficiency at High-Performarce Green Building standard. D. Structural Performance: Provide metal panel assemblies capable of withstanding the effects of indicated loads and stresses within limits and under conditions indicated: Specifier: Consult structural engineer and edit below as required by local codes. Insert structural data below if not indi- cated on drawings, Select applicable deflection li-nt. 1 , Wind Loads: Determine loads based on uniform pressure, importance factor, exposure category, and hii wind speed indicated on drawings. a, Wind Uplift Testing: Certify caparty of rinp.tal panels by actual testing of proposed assembly per ASTM E 1592, 2. Snow Loads: L_ lbfisq. ft. (_ Poll [As Iricicsiti 3. Deflection Limits: Withstand inward and outward wind -load design pressures in accordance with air . rplicable building codowilh maxinnum defloction of [1/120] [1/180] tIY24()j of the, span with no evidence of fall -ire. 4. Seismic Performancw Comply willin ASCE 7. Section 9. "Enthquakit Lo'ai E. Wind Uplift Resistance: Comply with UL 580 for wind -uplift class I [UL -COI [UL -901. F� Florida State Building Code Compliance: Comply with requirements of Florida State Building Code. www.floridabuilding.orglprfpr app srch,aspx - G. Air Infiltration, ASTM E 1680: 1. Maximurn 0 25 Gfm!sq, ft- (1,27 LIs no, sq ri at Mat- ic-air-lo,essure difference of 6,24 lint'sq, ft. 1,300 Pa) 2. Maximum 0.50 crai!gq, ft. (2.54 Us per sq. III at stat - c -air -pressure difference of 12�00 Ibf1sq, ft. (575 RE). 2.3 METAL ROOF PANELS A. Snap Joint, Concealed Fastener, Trapezoidal Seam Metal Roof Pariellic Structural metal roof panel consisting of formed metal sheet with raised trap- ezoidal ribs at panel edges, installed by lapping and interlocking edges of adjacent panels, and mechani- cally attaching panels to supports using concealed clips and fasteners in a weathertight installation. 1. Basis of Design: MBCI, Ultra-Delk, www.mbci.corn! ultrade.k.html. Specifier: Material description below corresponds to BIEC International, Inc, 11ttuJilgel-valurne comI Galvalume substi-ate, available prepainled from MOCL Second paragraph below describes GgIvalume Plus with clear acrylic coat ng for use as exposed metallic finish. 2, Aluminum -Zinc Alloy -Coated Steel Sheet: ASTM A 792iA 792M, structural quality. Grade 50, Coating Class AZ50 (Grade 340. Coating Class AZMl 50). prepainted by the coil coating process :)at ASTM A 755/A 755M, 3, Alumiriumi Alloy -Coated Steel Sheet: ASTIA A 792/A 792M, structural quality. Grade 50, Coating Class AZ55 (Gi 340, Coating Class AZIrdl 65) unpainted Galvalurrie Plus coating Specifier: Prior to selecting metal thickness and panel thick - i below, consult manufacturer's span tables and review selection against panal thickness requirements and soon car,- dition. Select appropriate panel configuration to meet require- ments of design wind pressure. Important: Consult this docu- ment when specifying gauge with the intent that it Treat a pre- scriptive decimal thickness ripitrement in addition to strength performance requirements. (Click Here to View) Metal panels do not provide diaphragm stirength for building stability. a Nominal Coated Thickness: [26 gage] [24 gage] 122 gage]. b. Panel Surface: tSmooth with minor ribs in pan] [Shi embossed with striations in pan]. c Exterior Finish: (Modifled silicone -polyester two - coat system] Fluorapoiymier two -coat System] Fluoropolymer two -coat metallic color system] [Exposed Galvalume Plus cooriing] d, Color: [As indicated] [As selected by Architect from manufacturer's standard colorsi [Match Architect's custom colorl. 4, Panel Width: [12 inches l305 ri [18 inches (457 Trim)) (24 inches (610 Trim)]. 5. Panel Seam Heighti 3 Inch (76 arm). H. Water Penetration Static Pressure, ASTM E 1646: UD 'A SEE ­nlb,ri-ri, FOR CJRrLNI NFO�MVWN �I,ri To CHANGE W111OW NOTICE EtiLCTIVCAP01: ? 2014 6. Joint Type: Snap joint. Specifier: Add underhyment materials if required for proi MSCI Ultra-Dek is a watertight structural panel that does not rely upon undedayment materials for waterproofing. Retain slip street when reCOrtmended by rcri'll-IfeCtUrer for Separating metal panels from underlayment or substrate materials 2.4 METAL ROOF PANEL ACCESSORIES A� General: Provide complete metal roof panel assern. bly incorporating trim, copings, fasciae, gutters and downspouts. and miscellaneous flashings, in [man- ufacturer's standard profilesl [profiles as indicated], Provide required fasteners, closure strips, thermal spacers, splice plates, support plates, and sealants as indicated in manufacturer's written instructions. B. Flashing and Trim: Match material, thickness, and finish of metal panel face sheet. C. Panel Clips: Provide panel clip of type specified� at spacing indicated on approved shop drawings. roof panels. 2.5 FABRICATION A, General: Provide factory fabricated and finished metal panels and accessories meeting performance requirrimentf, indicated profiles, and structural requirements. B. Fabricate metal panel joints configured to accept factory -applied sealant providing weathertight seal and preventing inetal-to-metal contact and minimiz- Ing noise resulting from therinal movement. C. Form panels in continuous lengths for full length of detailed runs, except where otherwise indicated on approved shop drawings. D. Sheet Metal Flashing and Trim: Fabricate flash- ing and trim to comply with manufacturer's written instructions, approved shop drawings, and project drawings. Form from materials matching metal panel substrate and finish. 1 Two-piece Floating ASTKII C 645, with ASTI A 653/A 653NI G90 (Z1801) hot -dip galvanized zinc coating, configured for concealment in parli joint,,,, and identical to chips utilized in tests demonstrating cornplian,ce with performance requirements, 2. Single -Piece Fixed: ASTM A 980 with zinc electro- plated gaIvanized coating D. Panel Fasteners: Self -tapping screws and other acceptable corrosion -resistant fasteners recom- mended by roof panel manufacturer, Where exposed fasteners cannot be avoided, supply fas- tenets with EPOM or neoprene gaskets and heads matching color of metal panels by means of factory - applied coating. E. Joint Sealers: Manufacturer's standard or recom- mended liquid and preformed sealers and tapes, and as follows: 1, Fartory-Aippl;cd Seam Sealant: Manufacturer's standard holl-nielt livoe. 1 Tape Sealers: klan'Lifacturer's standard non -curing butvi tape, AAMA 809.2. Specifier: Retain one or more of the following four optional paragraphs as required by Project F. Steel Sheet Miscellaneous Framing Components: ASTM C 645, with ASTM A 6531A 653M, G60 (Z1 SO) hot -dip galvanized zinc coating. G. Light Transmitting Panel; Manufacturer's standard UV -resistant translucent panel, 24 -inch- (610 Trim-) wide, white, with measured haze value of 90 percent 2.6 FINISHES A. Finishes, General: Prepare, pretreat, and apply coat. ing to exposed metal surfaces to comply with coat- ing and resin manufacturers' written Instructions. Specifier: Retain one or more of the following three fin- ish paragraphs as applicali to the project. Coordiriale with Warrinty article it,. Part 1. B. Modified Silicone -Polyester Two -Coat System: 0.20 - 0.25 mil primer with 0.7 - 0.8 Tall color Ii meeti ing solar reflectance index requirements]. 1. Basis of Design: MBCI, Signature 200. Specifier: MEICI s fluoropolymer coatings are based on Arkerni Inc. Kynar 500 and Solvay Solexis Hylar 500 PVF2 resins C. Fluoropolymer Two -Coat System: 0.2 - 0.3 mil primer with 0.7 - 0.8 mil 70 percent PvDr fluoropoly- mer color coat, AAll 62% meeting solar reflec- tance index requirements], 1, Basis of Design: NIBC1, Signature 300. D. Fluoropolymer Two -Coat Metallic System: 0.2 - 0.3 mil primer with 0.7 - 0.8 mil 70 percent PVDF metal- lic fluoropolymer color coat, AAMA 6211. meeting solar reflectance index requirements]. I Basis Of Design: MBCI, Signature, 300 Metallic. E, Concealed Finish: 0.5 mil total dry film thickness consisting of primer coat and wash coat of manu- facturer's standard light-colored acrylic or polyester backer finish. or greater when measured in accordance with ASTM D 1003, K Roof Accessories: Approved by motif roof panel manufacturer. Refer to Section 07 72 00 "Roof Accessories" for requirements for curbs, equipment supports, roof hatches, heat and smoke vents, van- filators, and preformed flashing sleeves. 1. Snow Guards: Approved by metal roof panel mani PART 3 - EXECUTION 3.1 EXAMINATION A. Examine metal panel system substrate and sup- ports with Installer present. Inspect for erection tol- stances and other conditions that would adversely affect installation of metal panel installation, facturer, Refer to Section 07 72 53 "Snow Guards for requirements for snow guards attached to metal Err7ECINE -,Fit 1, �01,1 SU13JUT]OCHANG, WMOUI NOTICE L045 I . Inspect metal panel support substrate to determine if support components are ins, tied as indicated on approved shop drawings. 'Cqonfirrn presence of acceptable Supports at recommended soacing to match installation requirements of metal panels. 2, Panel Support Folerrince.s, Confirm that panel sup- ports are withit tolrrince� accertable to metal panol system mabufa' clurer but not greater than the follow- ing: V4 inch (6 1 in 20 foot (6.1 111 in any direc- tion b. 3!1 Inch (9 mat) over any single roof p'tane. R Correct out -of -tolerance work and other deficient conditions prior to proceeding with insulated metal roof panel system installation. 3.2 PREPARATION A. Miscellaneous Supports: Install subtframing, girls, furring, and other miscellaneous panel support members according to ASTM C 754 and manufac- turer's written Instructions, B. Flashings: Provide flashings as required to com- plete metal roof panel system. Install in accordance with Section 07 62 00 "Sibeint Metal Flashing and Trim" and approved shop drawings. 3.3 METAL PANEL INSTALLATION ill Snap -Joint, Trapezoidal, Standing Seam Metal Roof Panels: Install wearthertight metal panel system in accordance with manufacturer's written instruc- tions, approved Shop drawings, and project draw- ings. Install metal roof panels in orientation. sizes, and locations indicated, free of waves, warps, buck. les, fastening stresses, and distortions. Anchor panels and other components securely in place. Provide for thermal and structural movement, B, Attach panels to supports using clips, screws, fas- teners, and sealants recommended by manufacturer and indicated on approved shop drawings. 1 . Fasten metal panels to supports wth concealed clips, at each location rid-nated on approved Shop draw- ings, with spacing and fasteners recommended by manufacturer. 2. Snap Joint: Nest standing searns and fasten togeti er'by inerlocking'and completely engaging factory - applied sealant. 3. Provide weatherproof jacks for pipe and conduit rietal panels of I Ines recornmended by penetrating I -Y nianufacturier. 4. Diss!rt Mlaterjals� Vlh,�re elements of metal panel System will come into contact with dissimilar matei als, treat faces and edges it) contact will) dissimilar materials as recommended by manufacturer. 3AACCESSORY INSTALLATION A. General: Install metal panel trim, flashing, and UD -16 S; 1, ­.b,il ­ Ft)!, C�Qri T 1111 ORMAI ION accessories using recommended fasteners and joint sealers, with positive anchorage to building, and with weather tight mounting, Provide fia thermal expansion. Coordinate installation with flashings and other components. 1 . Install c"ponents required for a complete metal pained assorrbly, including trim, copri flashings, sealants, closure strips, and smilar items. 2. Comply with details of assemblies utilized to eslab- lish compliance with performance requirements and manufai s wi itten installation instructions. 3, Provide concealed fasteners except where noted on approved shop drawings, 4. Set units true to line and level as indicated. Install Work with laps, joints. arid ses,ms t1faf will be perma- clarity weather resistant. B. Joint Sealers: Install joint sealers where indicated and where required for weatherlight performance of metal panel assemblies, in accordance with manu- facturer's written Instructions. 1, Preoare joints and apply sealants per requirements of Division 07 Section "Joint Seaiants." 15 FIELD QUALITY CONTROL Specifier, Retain paragraph below and edzt optons when scope and complexity of metal roof pand installation justifies independent inspection and testing provisions. A. Testing Agency: (Owner will engage] [Engage] an Independent testing and inspecting agency accept- able to Architect to perform field tests and tat tions and to prepare test reports. 3.6 CLEANING AND PROTECTION A� Remove temporary protective films immediately in accordance with metal roof panel manufacturer's instructions. Clean finished surfaces as recom. mended by metal roof panel manufacturer. 8, Replace damaged panels and accessories that can- not be repaired to the satisfaction of the Architect. END OF SECTION to Q) C) jo cza C-11 ez, Q? It, "Ni - * (i ZE -ta `L) % rz 4, (Jr - A) 0 rzz) na S? to, 6 NVA3 C, In 1� 0 ia 21 CL La__ El E] I Job Number: Erection Guide Sheet Number. ULD3 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by mcnufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A LLJ (J 0 Cn - F - Mm (f) LLJ = (2 LLJ Scale: NOT TO SCALE Dra wn by. Checked by. - Project Engineer. - I Job Number: Erection Guide Sheet Number. ULD3 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by mcnufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A GENERAL DESCRIPTION 24", 18", 12" _ tv"ALE FEr"TALE RIB 3" RIB Coverage Width - 24" with minor ribs - prepunched 6 holes 18" with minor ribs - prepunched 5 holes 12" no minor ribs - no punching Minimum Slope - %: 12 Panel Attachment - Low, high (fixed, sliding) Panel Substrate - GalvalumeM(standard) Gauge - Standard: 24 Optional: 22 Finishes - Smooth or embossed with minor ribs Coatings - Signature@ 200, Signature`s 300, Signature' 300 Metallic PRODUCT SELECTION CHART FINISH SIGNATUREES'300 '' SIGNATURE`" 200*PLUS'� • Factory -applied mastic Hopstcn. TX ) 2.'4 Ind li IN e ?220 F! aen x. AZ NAA l* 4 Houston TX i f F. 1G f rl 4 I IN 1 fi!.`:i Phocm A2 Y 3. 6214 •awasy Heuatn,. T%f t -f' 1 IndW Floii IN ::J l5 61e^4 Tx. 0 2 "- Fhnenix, AZ RP t 4 R'ehmond V f 24 22 Atl<f. GA RAF d* F 4 Luh Tit :-.,;C 25 . Rc'.rrond. VA _ 4 Adei. GAF 1224 i bb h TX A622. fikhmn A VA J 729 Q24 PRODUCT Atlas. OA?Wf 2. Adan A. GAR 5 6.2' Luhb k .w Me V TN : n 2,. _fo Rona NV h0 55,M 24 Ga. (, A. t1,, CA P 1 :1 AMaier, CA C .29 4 Many IN d 02':6 Ok1 1+ CNy, ON a ..,r C2'<4 Roma. NV 6„r S A Salt I-- L ty UT Mir P 4 4�4 At—,CA t ''. 4 Atwater CA 1 2. 93." M T o. 2 2' Ok � CNy, ON N 9] 6224 Rnme, NY 1 :224 Bn.1 Lak C UT 00'1 e74 2404 cp) Atwater, CA 4 Uk C y. UK Na(. .La Sao Lake Chy UT t0.aA San A:donio T%H /1 V U< • Gum, TX 11;)`11 622, Om ha, NH 4,!) 45b-1,.:4 -.fin A ntmlo TX L ?F f.124 Dal,ae. TX .0 .. , OmahP, hE 3^,t'-y,,,,.8,2.a San Antonio, TX 8.,, 5`34 6.'.24 l- Dell»s, T%a., 6�.6.1;4�- TM aha, NE ":l. ,3A r'12a .,,.83124 R Metal Roof Wide S;v:stems z R 0 N a N Afetal Roof and Wall .Sysn'nis 9) Use as mid -point endlap 18" Wide Nfetal Roc+/' mrd Wall S;•.stenrs mar M0 4-4—T�/ i HW 209 ,� r ' Insulated - Hab-1445U LI` •-nxnl h,. n V ted for eac: c. Bert bcacs! .11 ;1r_ anft-„,,tc _ , c.r IC U.rcrc,,t a' el tT - . v hick GENERAL DESCRIPTION 24", 18", 12" _ tv"ALE FEr"TALE RIB 3" RIB Coverage Width - 24" with minor ribs - prepunched 6 holes 18" with minor ribs - prepunched 5 holes 12" no minor ribs - no punching Minimum Slope - %: 12 Panel Attachment - Low, high (fixed, sliding) Panel Substrate - GalvalumeM(standard) Gauge - Standard: 24 Optional: 22 Finishes - Smooth or embossed with minor ribs Coatings - Signature@ 200, Signature`s 300, Signature' 300 Metallic PRODUCT SELECTION CHART FINISH SIGNATUREES'300 SIGNATUREC' 300GALVALUME SIGNATURE`" 200*PLUS'� • Factory -applied mastic 10'3' I GNG Uninsulated - HkN 1472 D METALLIC � T1 r �� Factory slots 'For use with low clips (Except 12") 26 24 22 26 24 22 26 24 22 26 24 22 PRODUCT Ga. Ga. Ga. Ga. Ga, Ga. Ga. Ga. Ga. Ga. Ga. Ga. Ultra-Dek , Y 1 1'„” r_�-- zz attaching panels to subsructure at mid- point j 11' 16 gauge prepainted and high clips- l I ,B,Bn - • For applications 24" Wide N R F z R 0 N a N Use as mid -point endiap 9) Use as mid -point endlap 18" Wide to -3 Lone., Uninsulated - H61V 1446U ❑ M0 4-4—T�/ i HW 209 ,� r ' Insulated - Hab-1445U LI` •-nxnl h,. n V ted for eac: c. Bert bcacs! .11 ;1r_ anft-„,,tc _ , c.r IC U.rcrc,,t a' el tT - . v hick the p.' 1 - t is located, A 12" Wide HW 7632 ❑ Triple Bead HW 7636 Ll Rake Support, Low 20'-0" length • 14 R 20'-0" length • 14 gauge painted I i' gauge painted Factory slots For use with low and roof curbs Factory slots For use with high S, au, a rigdst cid tra r.'-rk of NCI Group INC. Gx,aorre P, ­s a .. '.,teed Yte 44 traded ... 1, ei 61EC 1 1-.n (.mai, Inc. • me Gal n (,1. coo in3 I.b, !> a' In n, .fro o"il I. oilw ch nay restr r note a I;s i ::c nn Inil<d pale) Th G9. Ilume sb If a Isl f lite to ihs • it t. r en.!4 R u' ark O d'..fP 4 :.71 t.9(F:' !waling i9 50 S'.!T Cf tO d4tP.YPr•- i PBfhPfing efte p '' ! 3 a a Y Ppe . - ensstent aprearanre s required. MSCI F. omraends i. t ons c'4 Cd peneis be used n leu Gf Gat f PWI Wade ,ari.ficinr Canols man fT t e? f; ort GA Va!'Vnl IT" ,ee?ed material do net dim n nn the st 'ulw al -teeny of the product These shade gar axons , hou d ,.e an: crate,: nrd are ncr a cause TO, re,Pction • - Available in any quantity. ■ - Minimum quantity may be required Signature'D 200 White only 24 Ga. is available in all widths, at any quantity. Other colors, finishes, gauges, and matpriale available; please inquire. CAUTION �'.; ((tire ^Oik Ji): Ox. ,:; F.:. I.t.t , ,•t.',,r .1,.0 :e'?�'F .iilr L .. ...::•Gr t i .....,.... .1 EFFEC, LIVE APRIL 7, 2Li 4 SEE www.mbci om FOR C'JRRE!N T INFORMA'I ION SU8,IeCI TO C.:AROE'W I HOOT NOTICE UV-!-, Ultra-DekCw 24 or 22 gauge 2- Sliding Clip, Low 24", 18", or 12" Panel • Factory -applied mastic 10'3' I GNG Uninsulated - HkN 1472 D • Re punched � T1 r �� Factory slots 'For use with low clips (Except 12") Factoryouse slots For use with high 18"-- FL -205 7,V x 1�n" x 4" Cha -Low - Light Transmitting Panel, UL 90 • special app!ICi:tlbn5 t. drr:d .S),s'terns HW -204 L1 3" �`, 2" Sliding Clip, High I I J i4 9 t Floating Eave Plate, High •'' 24 14 gauge painted insulation i I, clearance r su i 8" D Riveted Rail LTP i 12" D Use at eave when HW -2102 !J HVJ-2104 ❑ Light Transmitting Panel, UL 90 Ultra-Dek" (24" wide) ReinforcedlUV Resistant Acrylic Hw-200 LJField Installed LTP Kit 1 s t� 11 l Fixed Clip -High ' 8'_0" length Eave Plate, High 8'-0" length "*.,-,TX6]36220 Adei, GAM,' —6,224 Adan a. GA d I ' '2d Atwater, C0. Y R2 - ii24 ❑alias, TX rv.0 b.4 ..e2a 10'3' I GNG Uninsulated - HkN 1472 D 14 gauge painted � T1 r �� Factory slots 'For use with low clips q. Factoryouse slots For use with high Insulated - HW -1473 U FL -205 7,V x 1�n" x 4" Cha -Low - Light Transmitting Panel, UL 90 • special app!ICi:tlbn5 yr' drr:d .S),s'terns HW -204 L1 Ultra -Delo` (24" wide) ReinforcediUV Res!star,tAcrylit �`, 4V I I J HW -2102 !J HVJ-2104 ❑ Light Transmitting Panel, UL 90 Ultra-Dek" (24" wide) ReinforcedlUV Resistant Acrylic Hw-200 LJField Installed LTP Kit 1 s t� 11 l Fixed Clip -High ' 8'_0" length Eave Plate, High 8'-0" length "*.,-,TX6]36220 Adei, GAM,' —6,224 Adan a. GA d I ' '2d Atwater, C0. Y R2 - ii24 ❑alias, TX rv.0 b.4 ..e2a 10'3' I GNG Uninsulated - HkN 1472 D 14 gauge painted � T1 r �� Factory slots 'For use with low clips q. Factoryouse slots For use with high Insulated - HW -1473 U FL -205 7,V x 1�n" x 4" dips Light Transmitting Panel, UL 90 • special app!ICi:tlbn5 yr' drr:d .S),s'terns HW -204 L1 Ultra -Delo` (24" wide) ReinforcediUV Res!star,tAcrylit Clip, Utilkty HW -7616 ❑ • For applications that do not require the ?'e" i4 9 t Floating Eave Plate, High •'' Back-up Plate 14 gauge painted insulation i I, clearance r su ! }I li 14i Riveted Rail LTP i r. 1 Use at eave when provided by the low , Y 1 1'„” r_�-- zz attaching panels to subsructure at mid- point j 11' 16 gauge prepainted and high clips- l I ,B,Bn - • For applications HW -7617 D ' HW -7760 (24') :.a HW -7618 D a solid d?ck. Mid -Slope Fixed Plate, High • 6-10" length 14 gauge painted ass' x ;E' x 25' 14 gauge painted Use as mid -point endiap Use as mid -point endlap / when attaching paneEs to to -3 Lone., Uninsulated - H61V 1446U ❑ substructure at mid -point i 4-4—T�/ i HW 209 ,� r ' Insulated - Hab-1445U LI` •-nxnl h,. n V ted for eac: c. Bert bcacs! .11 ;1r_ anft-„,,tc _ , c.r IC U.rcrc,,t a' el tT - . v hick the p.' 1 - t is located, •'Float” 1g c ps hose [ '--ord of 1.' r G cn, e ! n. A. t ula.t•g clips ha✓: a ma'.ornuto movement cr t '- ..ocn e!recnor he I'ecomn enocu panel nn: Cog l- ,s less wren the sys C....- Iris•011(3(1 CYN bar pal sub front -KI. OO -re SEE www.mbii cam FOR Ct RREN iINF'JRMA"!^,N 5IJBjE .. TO, LINA ;::E WITHn'_IT NOTICE c -: L'TI VE T, 2014 Na1I Eave Plate. Low ' 8'_0" length Eave Plate, High 8'-0" length "*.,-,TX6]36220 Adei, GAM,' —6,224 Adan a. GA d I ' '2d Atwater, C0. Y R2 - ii24 ❑alias, TX rv.0 b.4 ..e2a 14 gauge painted FNoana AZ 06433220. N <hmn d VA fl +6::24 Rome, NY 0 5 62et Sa 1 Lak City, in k. " R: r'A San Mtamo TX 3°0--5o.n_.a 14 gauge painted � T1 r �� Factory slots 'For use with low clips 1±y^ / f G' Factoryouse slots For use with high //� �` FL -205 7,V x 1�n" x 4" dips `��s„^J • special app!ICi:tlbn5 yr' drr:d .S),s'terns 1 . ' HW -7600 LJ l - HW -7616 ❑ Floating Eave Plate, Low 8'-0" length Floating Eave Plate, High ' 8'-0- length Back-up Plate 14 gauge painted 'i 14 gauge painted ' Use at Rave when Use at eave when - attaching panels to substructure at mid- point! 1'„” r_�-- zz attaching panels to subsructure at mid- point 16 gauge prepainted HW -426 ❑ ,B,Bn Tape Sealer HW -7617 D ' HW -7760 (24') :.a HW -7618 D r1 id -Slope Fixed Plate.. Low • 6'-0" length Mid -Slope Fixed Plate, High • 6-10" length 14 gauge painted ass' x ;E' x 25' 14 gauge painted Use as mid -point endiap Use as mid -point endlap / when attaching paneEs to / when attaching panels to substructure at mid -point i 4-4—T�/ i substructure at raid -point r high eave U '1 a uuos cinch a arcs .Jr.J !izxlbie nK4rt b d e- 24 gauge Triple Bead HW 7632 ❑ Triple Bead HW 7636 Ll Rake Support, Low 20'-0" length • 14 Rake Support, High 20'-0" length • 14 gauge painted I i' gauge painted Factory slots For use with low and roof curbs Factory slots For use with high ,. clips �.` �M clips used to increase the HW -430 (24") E,] till ' ii �, >d^ t-; >r,.• along the purlins HW -7710 ❑ '''" HW -7720 U Rake Support, Utility 20'-0" length Curb Floating Eave Plate, High 8'4' length HW -575 (1") • 14 gauge Fiinled Use with Ultra -Delo Clips • 14 gauge painted HW -576 • Factory slots Use with 24" panel widths • Factory slots 1 For use with ui'ity clips For use at high side 2tV curb panel lap Urethane While HN -540 Sealant Gray HW -541 ❑ t 2'-s Bronze HW 542 D ' HW -7722 Almond Hite -544 HW -7655 FFFFCTIVE APRIL 1.2:114 SFE www.mbc,.wm FOR CUPREN1 NFOR4A.TION o..3:::i T 70 GI4AN' F W!TH0O IT NOTcE LID. If; PRODUCT CHECKLIST Inside Closure No,abr,, TX 9]]: Sita Ad 1, GA 384 44, u2'::•. Along. GA 3.7.5126224 Atwater CAF .. ! 2.:1324 CA— or WC663-6224 Inti pk.IN '0 ]:i5..'2a Luhba k TX lou -111 r2i4 M—Rh'a N &_..-2Ert- 24 OHanoma Lity. ON 3 +'?++224 Omaha, NE li6o- 1e 6[:d PM1eema.AZ 690E 1 Rx—rd, V0. 1 , W." Rcme, Ny 800 -559 6224 salt Laka City V T ?.1-006 San Amm�io, TX eN-596--5224 "*.,-,TX6]36220 Adei, GAM,' —6,224 Adan a. GA d I ' '2d Atwater, C0. Y R2 - ii24 ❑alias, TX rv.0 b.4 ..e2a IA'( s, IN BC :358224 Ltfib k TX -y' - 14224 M h' TN AO^ 0 A 2 OklThama C ty r N : Al ': , BAi4 0_1,✓ NE nXIsti-3221, FNoana AZ 06433220. N <hmn d VA fl +6::24 Rome, NY 0 5 62et Sa 1 Lak City, in k. " R: r'A San Mtamo TX 3°0--5o.n_.a ® (fetal Roof Wall ® Nlr'tat Roof and Wall Sy 'recces Ib,aron TXe T3.22 AA 1. GA d 1 A i eta GA D far. CA 44 Dar✓a. TX R 0 613 v2✓1 IA pl' IN3 .624.4 L bn T 3 C R 6 6 9 A22d t<t t Oil, G C y ON N1,1 3: 52'.'4 Omsl a NE f,OF .I.....__t Pf onto A2 A3 36224 121 fi.14 R ne. NY 5 S 1 Sau t ak C i X 0 s 6:2 414 San Mlomo .:,- v -n2 a Metal Rog( and urs l Sysrrins FL -205 7,V x 1�n" x 4" 144 Pieces per cartor `��s„^J • special app!ICi:tlbn5 yr' drr:d .S),s'terns HW428 ❑ l - PRODUCT CHECKLIST Inside Closure ROOF PITCH Tape Sealer - Minor Rib Used to fill void at minor ribs a• 1.4:12 Pre -Cut Beveled of the panel at the eave and 6 d' FL -2408 LI 1,4-6:12 611,` FL -241B L] valleys F: g'cdn r:or az r<aRw.:nsua::y FL -205 7,V x 1�n" x 4" 144 Pieces per cartor `��s„^J • special app!ICi:tlbn5 yr' EPDM HW428 ❑ l - HW -512 Ll F � Back-up Plate For use at Rrdlaps and 1,Y 'i 18 gauge Galva ume the ridge over hard board insulation For use at eave Pre -punched (except 12") METAL 16 gauge prepainted HW -426 ❑ Tape Sealer F ' HW -7760 (24') :.a Used at the eave plate, Tf-Bead x' HW -7769 (18') D eave strut, outsideAM ass' x ;E' x 25' closures, endlaps and IIW-7761 112" J trim connections Tri -Bead HW -504 Outsido Closure For use at ridge.. or (24 18 or 12") high eave U '1 a uuos cinch a arcs .Jr.J !izxlbie nK4rt b d e- 24 gauge Triple Bead Painted to match roof Triple Bead ?46" x 2 "/" x 20' color • Used at valleys O Scale: NOT TO SCALE Drown by. and roof curbs 1104-502 El ..,, Sheet Number: ULD4 of 15 Thermal Spacer • Polystyrene block used to increase the HW -430 (24") E,] till ' insulation capacity �, >d^ t-; >r,.• along the purlins HW -432 (1S") ❑ 12" Closure has no minor ribs. HW -442 (12") D - HW -575 (1") U Itra -Dek'it` Use with Ultra -Delo Clips • .X HW -576 CLIP ALIGNMENT STRAP Use with 24" panel widths also 1,Y, oma for 1E�� pal•eIs HW -577 Ric") �* ` only Urethane While HN -540 Sealant Gray HW -541 ❑ t Bronze HW 542 D ' Almond Hite -544 HW -213 D S-511" Ultra -Delo Wind Clamp • Use at dip locations to Double Faced Tape • 1S<' x 180' rolls provide additional panel used to held insulation in up':Ift capacity. place at the rake, eave, • Clamp usage to be and at any insulation end <! determined by a reg- „\.� spices istered professional I. J engineer. A *�• MN -568 ❑ HW -522 Ll UU 23 Sial www.mb6<om'O2 CiP11V Ni lNrOIM NO' suRicc r to CHANGL lin>!OUI NOI6::L SC,ulplured Rake Trim High Side Eave Trim Oa 402' 2° ".561 156 y 'A' ^- 102- 4 , 1, n2 -41,, 5f \ COLOR -'f1%!" 2 COLOR .._. ROOF PITCH e FL -110 1351 ROOF PITCH DIM. A PART NO Sculptured Eave Trim 12 2' FL -26.5 iii6" 2-4:12 31 FL -2658 Ridge Flashing - For Ridge Vent 211" 4°a P1 COLOR 0'2 COLOR175' - CI Roof'itch 135' Specify Roor Pit.Lh (10'-2) FL -250 Sculptured Gutter sn° - - of Roo, Pitch 4� 1 JG _ I 56` -x_ �1 A 102° Roof Pitt !. Specify Roof Pitch ROOF PITCH DIb1, A PART NO I'1,-4.12 65'•s" FL -240A D 1.4:12 65/6- FL241A ❑ 4'.,a-6,12 6 d' FL -2408 LI 1,4-6:12 611,` FL -241B L] ROOF PITCH DIM, A PART NO 11:'-3"4:12 716" FL -303 D 31V-612 8', " FL -304 ❑ Ridge Flashing - Floating F- COLOR "P` t 2 120" EFFECT Vx:-'R''. ]. !!11d CCC www.mb<I.<om Oft r.IJF2i;ENT.'.-025tlA.IGh SJLJt.'!F': .H _,.n -V 11.1 ROOF PITCH DI*A. A NOTE PART NO !4-2142:12 61/2' F; FL -2 1,-i L] 2'f'ie-4:12 7n"" FL -214 U 110-21.'x:12 10!4" F: g'cdn r:or az r<aRw.:nsua::y FL -205 2..-4'12 11" FL -207 Specify Roof Pitch EFFECT Vx:-'R''. ]. !!11d CCC www.mb<I.<om Oft r.IJF2i;ENT.'.-025tlA.IGh SJLJt.'!F': .H _,.n -V 11.1 ❑ ze— Gutter Strap Ridge End Cap Perforated Vent Drip PERFOR.ATEC .'�...._. 3 v1,• ..�- FL -246 Q FL -201 U Srnilphued Eave Corner Box Rake Slide -High Wind \ -_SPT FL -254 D X 172" Box Panel Cap Trim �' t ` �` tis �.,•— 45° CULUR L / HW -132 Ll FL -215 L! ANGLE �!I Venable Termination Light Transmitting Panes Trim 4« I COI OR Offset Panel Cap Trim FL -1170 FL -568 ❑ Floating Peak Box' � __�• f I L„ SPdCi..v ANL LE� N u use will. Rdgt. FlRstl FL 200 R-202, FL -125 J j FL .2 13, Fl., 1:4. FL300. +L3ri2 F 540 G 7 Ft 511 N e Gr 's xth Ridge Flash FL -205, FL 20' FL -126 !� FL 301 FL -304. `L-511 R -5.L1 Specify Roof Rich FL-271..L 2l wL ,nbcicom F -.a ('1 �RRE'NT NFC1RHt"1I OnI CCC JLC'.T1vJ �tt ­Vn­',r'+11 Vn S'VL U '1 a uuos cinch a arcs .Jr.J !izxlbie nK4rt b d e- 1Ve s� �^ •�••°• The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.Th w w U O Scale: NOT TO SCALE Drown by. Checked by. Project Engineer: Job Number: Erection Guide Sheet Number: ULD4 of 15 e undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Houston. TX 71' 22-i IndMna . IN i;:3 S :1225 Flt a i• AZ 48 3-122s N /-SPECIFY ANGLE Notation. TX t 7 3i"' 5 Iml II IN e0. 5 '.221 Pr oanlx. AZ F R Houston TX Y's 8..^2n II D hs, IN III 8 ': n Phe. AI SY': 5 ' 62i4 45 Adel GA SA 11 -3244 L bb k TX.CO -' d,221 Richmond VA nr r 1 FL -7o8 L1 Atloi CA E4 EP 4 L k T%;W 53 2' Richmond YR -^. :-0 Adel. GAW 4 31224 l bt cN. T%, J k8 Rich ri VA t 9cµ24 • Endlap Atlanta, GAS ] 2.622.¢ Mart Dhi., TN X41116 i22,1 R:+rn., NY 30'-53p -F,224 'I FL -254❑ At Anla. GA p+ 512-%.1.24 Man PI a, TN ii'LO...:B ri124 Ram.. NY d, .5; 61:38 A[lanfn GAN , .1112-1-t Mme. lis, TN 4,0,.,;-62:9 Fnm NY FrY, ',4 3;224 VM1 Al -1, CA C N' 1.. 1" UNI h L y.. UK X 2.4 NE--ill-1. .:A 1411 L... Vi N X N7.-1409 Sxn NetarvbyTX -`1 ':-..121 ((�� V //�� l':/ AMatar. CA C S 11',1 DWIas. TX 3,15 1 6[14 O h ClFr 0K G .:i]{:4[4 O ahs. NP .,.n.16a- -,R Salt LeN. C y UT B (N -1:4X14 Sn. Antonia TX ,C ).. el;'4 Anvvt CA rT �2- 93:'9 Dallas T% ,0 31 - ONlahoma C' OK f 1.�.9? 0224 0-11. ME S^. 45NE2[9 belt Leke City. UT GON C-' �e'90A San Antonin x 80011, "1., San Amor. n, T% 80,."5905224 #2 OLad^ex DI ive Pancake. Head at all stn ,owls FI --285 (3") Metal Roof arul Via// S}'svenas Metal Roof 107d Wall S Items FL -286 (S') ❑ FL -290 ❑ FL -275 (311,,') ❑ FL -287 7'1 ❑ Counter Flash Alternate Counter Flash metal Rocgf and Wall Sustentr Standard Valley • Clip to purlin with up to Extended Valley SPECIFY ANGLE /-SPECIFY ANGLE 4" insulation thickness - eave strut, or vallev WRONG WAY • Eave plate to eave strut I dl bola M 9 ]3 8221 '':'4 45 ® -4.;g" Lut Do X 1Xfi C..-.: J!A FL-7oo ❑ FL -7o8 L1 Perforated Vent Drip NicM1.m d YAB--h:!24 Metal Vent Material 'PERFORATED - • N1I f -Slope Fixed Plate to • LltrhnTransmittin Orel 9' O P 1'I I' jI�I;-q-��U • Endlap O I / 1„ 1„ - ❑ FL -254❑ fM-525 ❑ Parapet Rake Cleat, High Wind Parapet High Side Flash Parapet Rake Flash. - A:wafer 5,56" flex Washer Head with sea!irg washer 4" OPEN (Long life exterior fastener) I I (1111. i HEA1 1111.. Co"_OR_. Fastener #2A • Use In place of _:-i San Anton.+ TX ru i SPECIFY-./ 14i"_ 3" 5'or Fasteners #1 E and #4 ANGLE San Amor. n, T% 80,."5905224 #2 OLad^ex DI ive Pancake. Head at all stn ,owls FI --285 (3") San A,ro , TX & 5.1 6221 FL -274 (4''l-) ❑ FL -286 (S') ❑ FL -290 ❑ FL -275 (311,,') ❑ FL -287 7'1 ❑ Counter Flash Alternate Counter Flash Shaping Tool zt 1;V-14 x 11/'£ Driller _-.._30" Brie" Hex Washer Head with sealing washer e'W Hex Washer Head with sealing ap°._ ... COLOR I z• ,�k\ 1fC -... . \... COLOR ❑ Fastener #4 Y: Fastener #5 24 Ga g , M,led,,I FL -341 ❑ 2a Gala . n medal FL -343 ❑ HW -60D G L.FEC'nvE APRIL 7, 2014 s1 E'Amw.mb<i.<vm 10. C:.RRENr INFOR-NO11 SURJECT-:OCHANOE N"HCLn NOTICE UD -23 PRODUCT CHECKLIST Fastener #1 • Clip to purlin with up to Fastener #1 E • Panel to eave plate. n+9' Hex Washer Head with %" O.D. washer ❑ 4" insulation thickness - eave strut, or vallev WRONG WAY • Eave plate to eave strut I dl bola M 9 ]3 8221 '':'4 plate ® Inside, closure to eave Lut Do X 1Xfi C..-.: J!A Rake, trim to roof panel Ads OA YF 44 S plate or eave strut NicM1.m d YAB--h:!24 Outside closure g�I 11f�lll � I • N1I f -Slope Fixed Plate to • LltrhnTransmittin Orel 9' O P 1'I I' jI�I;-q-��U • Endlap O trent l ❑ Atianln GA 51 ZI Memphis IN EC 0 4 ON bme C'ii. ON S.0 '. 24 1,t"-14 x 11%6" Long Life Driller • Snow gutter to eave plate ti -14 x 1" Driller - A:wafer 5,56" flex Washer Head with sea!irg washer %5e" Hex Washer Head with O. D. washer ❑ (Long life exterior fastener) L) Fastener #1 F • Clip to Purlin with over Fastener #2A • Use In place of _:-i San Anton.+ TX ru i 4" Insulation thickness 12 x I" Pancake Head Driller Fasteners #1 E and #4 Omalla, NE CRS 15, x224 San Amor. n, T% 80,."5905224 #2 OLad^ex DI ive Pancake. Head at all stn ,owls '\ San A,ro , TX & 5.1 6221 li p d I, II I'> till It, ti�{�� aha. n_-< Fastener tletal Roof and Wall .5vstems Metal Roof imrl 11x11 Systems �V O Endlap over solid deck 14'x %' Pop Rivet 17 x 1" Tyne AB Long Life 1;V-14 x 11/'£ Driller Fastener #2.28 Brie" Hex Washer Head with sealing washer e'W Hex Washer Head with sealing washer ❑ (Long life exterior fastener) ❑ Fastener #4 Ridge and other flashing Fastener #5 Rake support to pur n to outside closure Floating eave plate to • Gutter to panel 10 x 1/>" Aluminum Grommet Washer ❑ eave strut Gutter to strap W Trim to trim connections O� Scale. NOT TO SCALE Drawn by Checked by Project Engineer., Job Number: Erection Guide 1/4"-14 x T%e' Lap Tek Long Life Self Driller Hex Washer Head with sealing washor !J4^-14 x 11/,," Shoulder Tek 2 (Long life exterior fastener) ❑ %le" Hex Washer Head, no washer r.. Fastener "#6 • Clip to joist Fastener>a8 Special application fastcmer • Eave plate to beam For use on 2 x 4 lath and other solid wood deck (Not 'f for use In plywood) t. 12-24 x 1Is" Tek 4.5 10 x 1I ' Woodgrip Yee" Hex Washer Head will,, 5W" O.D. washer ❑ " Hex Washer Head with W, O.D. washer i❑ 1n.24 SFE arnvv mbri <om 'OR ,.LIR­. IN JRR P'!^N -, UB1EC - C:iAt.C,F rr,TH(J., r N,3T'CE EFFECTDJE APR's'- 7, 201.1 Fastener #9 PRODUCT CHECKLIST • Special application fastener Fastener #226 • For use on 2 x 4 lath, other solid wood deck, OSB, and plywood • Dekstnp to expansion ridgefexpansion lap Vie" x i:s" Rivet Cendalum Closod End Rivet ❑ 10 x 11/:" Long Life Woodgrip Fastener #11 Special application fastener 4;67Hex Washer Head with sea!''ng washer ❑ • For use on masonry Fastener #10 • Special application fastener • For use on structural steel-_------"--- upto-'thick O- • Requires pre -drilled hole 'i°" x 11.°" Nall Drive Masonry Anchor ❑ Fastener #14 • Gutter strap to snow gutter Trim to trim connections "-14 x 1" Type B Nouabn, TX 6124 Ind pot IN 1l)0 1111,224 vIll n+9' Hex Washer Head with %" O.D. washer ❑ _ - Fastener #12A Support plate to purlins at WRONG WAY valley and hip conditio s I dl bola M 9 ]3 8221 '':'4 P1,o.ri AZ W 533 6224 ® • Rake angle to purlins Lut Do X 1Xfi C..-.: J!A Nmhmolld. VA 13 ic2• Ads OA YF 44 S Lubbock TXY-i :... NicM1.m d YAB--h:!24 O 1IiP� AJ<:! GA i -V4 1 . ante. GA i L bh. .k i 'r 1N n Dt' TN 63 "O 6228 RCNmr tl YAX (]l`:*i;!2C Rolm. NY 5X10 5 12:4 O Atlanta GA >512-6224 ''/N" x -�'is' Pap Rivet ❑ Atianln GA 51 ZI Memphis IN EC 0 4 ON bme C'ii. ON S.0 '. 24 Fastener #1 4A • Snow gutter to eave plate IST) - A:wafer F'�4 OI C;, tlx Nk 1'?._I • Outside closure to back- Arvr-CAF -121-1,1,1 Oki C'ty Ox:M .: ,124 up angle at flip condition Atw 41 CA V, .214 Or NE 60' S8 _:-i San Anton.+ TX ru i l"l 12 x I" Pancake Head Driller Doilea, TX ., ., , C..A Omalla, NE CRS 15, x224 San Amor. n, T% 80,."5905224 #2 OLad^ex DI ive Pancake. Head ❑ ` San A,ro , TX & 5.1 6221 Fastener #46 Special Application aha. n_-< Fastener tletal Roof and Wall .5vstems Metal Roof imrl 11x11 Systems �V O Endlap over solid deck 14'x %' Pop Rivet ❑ or rigid insulation Fastener #2.28 CeKstnp to expansion O ndgelexpansion lap "/4"-14 x 5/e" Long Life Type 5 Hex Washer Head with Sealing Washer ❑ 10 x 1/>" Aluminum Grommet Washer ❑ EFFE , \ E I -IL ?.201.1 SIFF www.mNci.<om FOR GJRRFN INFORMATION S,iB;ECT .O CHANGE WITHOUT NOTICE LID -2'. mT 4 t , ' 3 e:, cl t.g Ultra -Dek- roof: system. 1 A single itch eave stet, must be used w t 9 P I he purlins to accept the 2 tv"Oke sure a rake angle or an alternate structural flat surface has been installed on top of f , 'Rake Support'. 3. The walls do not have to be erected before the roof is installed. However, for the purpose of this manual, we have assumed that the wall panels have been installed, 4. All primary and secondary framing must be erected, plumbed and squared with bolts tightened according to accepted building practices. 5. The substrurturc (eave to ridge) must be on plane with a tolerance of y"l" in 20' and ?ra" in 40'. 6. Ultra-Deka% can be erected on various types of construction. However, for the purpose of this manual, we have assumed that the roof will be installed on a new, pre-engineered metal building. 7. Ultra-Dek"'`" roof panels can be furnished in 24", 18 and 12" widths. However, for the purpose of this manual, we have assumed that the roof panels will be, 24" wide, 8. It is critical that thn purlins or joists at the ridge and end•.aps be exactly located as detailed in this manual and that they are straight from rafter to rafter. Any m!s!ocation or bowing of these members can cause the fasteners at the endlaps or outside closures to fout the purlin or the back-up plate to foul the clip as the panels expand and con- tract. 9. Peak purlin spacing (from the centerline of the building) - 12" or 16- or a 9" or 12" Ridge vent. 10. For the purpose of this manual, we, have assumed that this is a standard roof. If your roof is to be UL- 90 rated, see special UL. 90 requirements on page UD -4. 11 Read recommended erection practices on pages UD -48 that UD -50 before proceeding with roof installation. 12. The manufacturer recommends the use of a screw gun with a speed range of 0 - 2000 RPM to properly install all fasteners referenced in this manual. Tools rated to 4000 RPM should never be used for self drilling fasteners typi- cally supplied with metal huildirg components. 13. Field cutting of the panels should be avoided where possible. If field cutting is required, the panels must be rut with nibblers. snips, or shears to prevent edge rusting. Do not cut the panels with saws, abrasive blades, grinders, or torches. NOTE It is the responsibility of the erector to install this roof using safe construction practices that are in compliance with OSHA regulations. The manufacturer is not responsihie for the performance of this roof system if it is not installed in accordance with the instructions shown in this manual. Deviations from these instructions and details must be approved in writing by the manufacturer. CAUTION o­s,,,;,4Nd hyft?:?Ultra Dck= f ., :,:... f hemlore. omc.r hra T, T c( CAUTION "r gin t eCana ,.4 d ..?)N c. L,_ ., or A, slspr. cif :..5 N an , T 1.. i,r):,? „3„ .,:? il.;.., I, vot,4 e, CAUTION r..' H ,_ref-i;€tr-,,, ,,::;,, 144: hF,3:r'4tk: fora , I .cr r£'_: ,'AR K tE G L rn 43 i ,tY t3 t i s - r. C'4 t4. tlL. 1 i. t.t 'it ill t �'.. file wel`Ttlf Of i'Lng [ ti'uC's E; >S 1 € f tep ins tan 4l s or res ,,g On t In ti THE NIANti, ACTUP, R DISCLAIMS ANY WARRANTY OR REP? '`f NTATi`Z t�A.]3�t"S,TF:. 3>:, IC,1P4 ="1, that aIly person call sass#y walk, atx-p slams or rasa on or a5E„=. t;,es ;h_ less clt.r:.,, ps-ere., v1 that the ompl; with any i?;ifsA roTuiati,<n, UD 26 SEL vrwwmbd cam rC< W"PENT INFO?44ATION SUBJCCT TOr,HANGL IlQU!'NO'ICE L.-lECTWCAPRIL7, 2014 I t7l7&WtTeiS[MV ECFEC 1 /L A'P 7, 2114 SEE vrv+w.mb<l.<om FOR CURRENT1I:.JRMA CN Upon receiving material, check shipmentment against shipping list for shortages and darrt- ages. 'rhe manufacturer wi"i not be respon- sible for shortages or damages unless they are noted on the shipping list. Each bundle should be tilted at its center of gravity. Where possible, bundles should remain handed until final placement on roof. If bundles must be opened, they should be retled before lifting. When lifting bundles with a crane, a spreader bar and nylon straps should be used. NEVER USE WIRE ROPE OR CHAIN SLINGS. THEY WILL DAMAGE THE PANELS. When lifting bundles with a forklift, forks must be a minimum of five feet apart. Do not trans- port open bundles. Drive s'o'l dy when cross- ing rough terrain to prevent panel buckling.. DO NOT DENT OR PING PANELS. CAUTION hl�p-'r vel i... ,-. ..ilYhe's. or , .,IL.,U'T TU CIIAN1:ANlkOU'i NOTICE L'ip-27 10' to 12' rI RIGHT WAY !I 't Nouabn, TX 6124 Ind pot IN 1l)0 1111,224 vIll TX B ] ' 1::24 ndia lx6++i+a IN 81 8228 Pl; n AL W 51 e.29 -'°°�ary� "11d° WRONG WAY Har stun TX D ] 3 2�q I dl bola M 9 ]3 8221 '':'4 P1,o.ri AZ W 533 6224 ® Adal, GA ai49 Ah( -?4 Lut Do X 1Xfi C..-.: J!A Nmhmolld. VA 13 ic2• Ads OA YF 44 S Lubbock TXY-i :... NicM1.m d YAB--h:!24 O U AJ<:! GA i -V4 1 . ante. GA i L bh. .k i 'r 1N n Dt' TN 63 "O 6228 RCNmr tl YAX (]l`:*i;!2C Rolm. NY 5X10 5 12:4 O Atlanta GA >512-6224 Me Nh IN 60 !6 2 ,l Roma NY 8W 961 7,L NYC', 142XOR Atianln GA 51 ZI Memphis IN EC 0 4 ON bme C'ii. ON S.0 '. 24 :^.orae. NY 5 6211 Sat La fty In 4'"8 as - A:wafer F'�4 OI C;, tlx Nk 1'?._I San laN C! UT WlI.V424(M Y Arvr-CAF -121-1,1,1 Oki C'ty Ox:M .: ,124 UrN Atw 41 CA V, .214 Or NE 60' S8 _:-i San Anton.+ TX ru i l"l '✓ Doilea, TX ., ., , C..A Omalla, NE CRS 15, x224 San Amor. n, T% 80,."5905224 V4 bll,tal 12;Toj anti 6 i/I Svs ems Delia. TX 800 8531221 Omaha, N[ .,"R'9 _[.A San A,ro , TX & 5.1 6221 D,Il Tx ICA a, 3 pa+,4 aha. n_-< ,,., .,i,: tletal Roof and Wall .5vstems Metal Roof imrl 11x11 Systems �V O � mT 4 t , ' 3 e:, cl t.g Ultra -Dek- roof: system. 1 A single itch eave stet, must be used w t 9 P I he purlins to accept the 2 tv"Oke sure a rake angle or an alternate structural flat surface has been installed on top of f , 'Rake Support'. 3. The walls do not have to be erected before the roof is installed. However, for the purpose of this manual, we have assumed that the wall panels have been installed, 4. All primary and secondary framing must be erected, plumbed and squared with bolts tightened according to accepted building practices. 5. The substrurturc (eave to ridge) must be on plane with a tolerance of y"l" in 20' and ?ra" in 40'. 6. Ultra-Deka% can be erected on various types of construction. However, for the purpose of this manual, we have assumed that the roof will be installed on a new, pre-engineered metal building. 7. Ultra-Dek"'`" roof panels can be furnished in 24", 18 and 12" widths. However, for the purpose of this manual, we have assumed that the roof panels will be, 24" wide, 8. It is critical that thn purlins or joists at the ridge and end•.aps be exactly located as detailed in this manual and that they are straight from rafter to rafter. Any m!s!ocation or bowing of these members can cause the fasteners at the endlaps or outside closures to fout the purlin or the back-up plate to foul the clip as the panels expand and con- tract. 9. Peak purlin spacing (from the centerline of the building) - 12" or 16- or a 9" or 12" Ridge vent. 10. For the purpose of this manual, we, have assumed that this is a standard roof. If your roof is to be UL- 90 rated, see special UL. 90 requirements on page UD -4. 11 Read recommended erection practices on pages UD -48 that UD -50 before proceeding with roof installation. 12. The manufacturer recommends the use of a screw gun with a speed range of 0 - 2000 RPM to properly install all fasteners referenced in this manual. Tools rated to 4000 RPM should never be used for self drilling fasteners typi- cally supplied with metal huildirg components. 13. Field cutting of the panels should be avoided where possible. If field cutting is required, the panels must be rut with nibblers. snips, or shears to prevent edge rusting. Do not cut the panels with saws, abrasive blades, grinders, or torches. NOTE It is the responsibility of the erector to install this roof using safe construction practices that are in compliance with OSHA regulations. The manufacturer is not responsihie for the performance of this roof system if it is not installed in accordance with the instructions shown in this manual. Deviations from these instructions and details must be approved in writing by the manufacturer. CAUTION o­s,,,;,4Nd hyft?:?Ultra Dck= f ., :,:... f hemlore. omc.r hra T, T c( CAUTION "r gin t eCana ,.4 d ..?)N c. L,_ ., or A, slspr. cif :..5 N an , T 1.. i,r):,? „3„ .,:? il.;.., I, vot,4 e, CAUTION r..' H ,_ref-i;€tr-,,, ,,::;,, 144: hF,3:r'4tk: fora , I .cr r£'_: ,'AR K tE G L rn 43 i ,tY t3 t i s - r. C'4 t4. tlL. 1 i. t.t 'it ill t �'.. file wel`Ttlf Of i'Lng [ ti'uC's E; >S 1 € f tep ins tan 4l s or res ,,g On t In ti THE NIANti, ACTUP, R DISCLAIMS ANY WARRANTY OR REP? '`f NTATi`Z t�A.]3�t"S,TF:. 3>:, IC,1P4 ="1, that aIly person call sass#y walk, atx-p slams or rasa on or a5E„=. t;,es ;h_ less clt.r:.,, ps-ere., v1 that the ompl; with any i?;ifsA roTuiati,<n, UD 26 SEL vrwwmbd cam rC< W"PENT INFO?44ATION SUBJCCT TOr,HANGL IlQU!'NO'ICE L.-lECTWCAPRIL7, 2014 I t7l7&WtTeiS[MV ECFEC 1 /L A'P 7, 2114 SEE vrv+w.mb<l.<om FOR CURRENT1I:.JRMA CN Upon receiving material, check shipmentment against shipping list for shortages and darrt- ages. 'rhe manufacturer wi"i not be respon- sible for shortages or damages unless they are noted on the shipping list. Each bundle should be tilted at its center of gravity. Where possible, bundles should remain handed until final placement on roof. If bundles must be opened, they should be retled before lifting. When lifting bundles with a crane, a spreader bar and nylon straps should be used. NEVER USE WIRE ROPE OR CHAIN SLINGS. THEY WILL DAMAGE THE PANELS. When lifting bundles with a forklift, forks must be a minimum of five feet apart. Do not trans- port open bundles. Drive s'o'l dy when cross- ing rough terrain to prevent panel buckling.. DO NOT DENT OR PING PANELS. CAUTION hl�p-'r vel i... ,-. ..ilYhe's. or , .,IL.,U'T TU CIIAN1:ANlkOU'i NOTICE L'ip-27 10' to 12' rI RIGHT WAY !I 't HANDLING/PANEL STORAGE Standing on one side of the panel, lift it by the seam. If the panel is over 10' long. lift it with two or more people on one side of the panel to prevent buckling. Do not pick panels up by the ends. NOTE Protective gloves and safety glasses should always be used while handling panels. OSHA safety regulationsf must be followed at all times. Store bundled sheets off the ground suf- ficiently high enough to allow air circulation beneath bundle and to prevent rising water' from entering bundle. Slightly elevate one end of bund'ie. P- event rain from entering bundle by covering with tarpaulin, making provision for air circulation between draped edges of tarpaulin and the ground. PROLONGED STORAGE OF SHEETS IN A BUNDLE IS NOT RECOMMENDED. if condltions do not permit immediate erection, extra care should be. taken to protect sheets from staining or water marks. Check to see that maisture has not formed inside the bundles during shipment. If mois- ture is present, panels should be uncrated and wiped dry, then restacked and loosely covered so that air can circulate between the panels. BAND ONLY This method is used on all orders, unless otherwise specified by customer. The pan- els are banded together, causing them to curl up. This enhances the strength of the bundles. Panels bundled in this manner may be handled by a forklift in lengtns to 30'. The forklift should have at least 5' between forks. Lengths in excess of 30' must be lifted utilizing a spreader bar. Special care must be given during handling to avoid damage to the lock- ing edges of the panels. VD -20 S:_::: wwwanb -At FOP CUR:iENT INrORF;14T'IGN SLBIt,1.1'OCH1Nr,_Vvii'. OUT N0LIC_ ElFECrl4'E APRIL 7,2DiA N �i / �%�� i 111 Al \ U WRONG WAY HANDLING/PANEL STORAGE Standing on one side of the panel, lift it by the seam. If the panel is over 10' long. lift it with two or more people on one side of the panel to prevent buckling. Do not pick panels up by the ends. NOTE Protective gloves and safety glasses should always be used while handling panels. OSHA safety regulationsf must be followed at all times. Store bundled sheets off the ground suf- ficiently high enough to allow air circulation beneath bundle and to prevent rising water' from entering bundle. Slightly elevate one end of bund'ie. P- event rain from entering bundle by covering with tarpaulin, making provision for air circulation between draped edges of tarpaulin and the ground. PROLONGED STORAGE OF SHEETS IN A BUNDLE IS NOT RECOMMENDED. if condltions do not permit immediate erection, extra care should be. taken to protect sheets from staining or water marks. Check to see that maisture has not formed inside the bundles during shipment. If mois- ture is present, panels should be uncrated and wiped dry, then restacked and loosely covered so that air can circulate between the panels. BAND ONLY This method is used on all orders, unless otherwise specified by customer. The pan- els are banded together, causing them to curl up. This enhances the strength of the bundles. Panels bundled in this manner may be handled by a forklift in lengtns to 30'. The forklift should have at least 5' between forks. Lengths in excess of 30' must be lifted utilizing a spreader bar. Special care must be given during handling to avoid damage to the lock- ing edges of the panels. VD -20 S:_::: wwwanb -At FOP CUR:iENT INrORF;14T'IGN SLBIt,1.1'OCH1Nr,_Vvii'. OUT N0LIC_ ElFECrl4'E APRIL 7,2DiA N The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A O V O U O O 6j U CZ U tY as Z Li U O � O O U o 2 o Is �V O � O r- L l EO Q �z oz V O U114) W U w O� Scale. NOT TO SCALE Drawn by Checked by Project Engineer., Job Number: Erection Guide Sheet Number: ULD5 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A HeuFtan TX Rdt.11.1.1ill. IN:. b 6224 Ph,—, A? W -513-12_'i doob, �Vaa_ 00 ?581221 L TXK Ad GA M11 Roma. XS01-4 1 1 Rchmond VA r2' IN le -1-1121 ,d-, Ix NF �I " )411- A Spn MtWylu, Tx Wxl�l ?,rUl irt,till RooJ and Intlat/ Systems Ri FLOATING SYSTEM FASI FNFR #5 FIXED SYSTEM FASTEN ER El 2" X 4" — RAKE ANGLE STEEL LINE RAKE SUPPORT — - FASTENER #12A FASTENER 95 (SHOULDER FASTENER) PURLIN -Not by Building Manufacturer EFFEWIVEAPR!L 7,2J11 SEE —b.I.— FORCiRRENT INIORMAXIN RAKE SUPPORT Attach the rake support on top of the rake angle with the proper self -drilling fasteners on U'-0' centers with a fastener in the first and last prepunched slot. The vertical leg is to be installed square with the calve. Center fasten- ers in Slots. FASTENER REQUIREMENTS • Fixed System Palos- Fastener #1 Joists- Fastener #6 • Floating System Purlins- Fastener #5 Joists- Fastener #5 (Pre -Drill) IT IS IMPORTANT THAT THE RAKE SUPPORT IS INSTALLED STRAIGHT AND SQUARE WITH THE EAVE AS IT CONTROLS THE ALIGNMENT OF THE ROOF SYSTEM. Install 6" pieces of double faced tape (not by building manufacturer) on 3'-0' centers to the top of the horizontal leg of the rake Support. This will help hold the insulation in place at the rake, CAUTION (For Floating SYSterl OolY) ft _q CAUTION fd_J, Pt tt f~ Kti0 JU 11 E R E, I ED T", i TO Si`1H'7IN0 %f ,0.. IN 1,22- Ph— ., AZ VC ' 3M221 11WZ_ H ... I", Tx 117 71.. I'll I"Ni" Ad.,0- VA 8- e'Ll , 111— NY 601.55113221 A0,,R, GA �'7 512 6224 IN 801�_206_61�111 cily,.r N", 01412�11`1 A`-.1, CA 111, Oki -1. City. OK ­151� 7�­ L1 Dallas, TX 66r 653 M,I Omaha, RE IW San An—il, TX RW -IP 612' ,"lletal Roof and 11i,11 SYSI(111,5 L IN ill ................ . RAKE SUPPORT FASTENER #1 HIGH SYSTEM EAVE EAVE STRUT Wall Panels Installed Before Roof I Install high cave plates Push with the outside EAVE PLATE - FASTIJER #14 Of the high crowns of the wall panels, Install -1, AD—x At t�-O 0 C. Fastener 1#1 in prepunched s at (1'-1 on cen- TAPE SEALER I ter) of the eave plate. The first eave plate I FASTENER #1 will butt against the rake support. You may FLAT EAVE DOUBLE install all of the eave plates at this time. Be TRW FACED TAPE sure to butt each cavo plate end to coal with- out leaving a gap between the plates. Place FASTENER 914 an 8" length of triple bead tape sealer at each AT 5'-0 O.C. L HIGH EAVE PLATE butt joint. Instar box panel car) trill or offset panel cap EAvE S IRUT trim to the top of the. eave plates with Fastener WALL PAN�L #14. Use three fasteners per 10' piece and WALL PANEL INSTALLED BEFORE ROOF four fasteners per 20' piece. Trim must be (FIXED EAVE) pulled tight to wall panels before fastening to FASTENER TIER #1 eave plates. HIGH EN,1E PLATE TRI -BEAD Lay Tri -Bead tape sealer across the top of the fr TAPE SEALER flat save trim, flush with the outside edge. TRI BEAD DOUBLE TAPESEALER FACED TAPE Install clOt-ble faced tape along the length of the top leg of the flat eave trim Double faced p d tape tape trust be upslope from the Tri -Bead OFFSET PANEL L FASTENER IER #14 sealer. CAP TRIM AT 5'-0 O.C. EAVE STRUT Wall Panels Installed After Roof WALL PANEL INSTALLED BEFORE OR AFTER ROOF Install offset panel cap trill, to eave strut with (FIXED EAVE) BOX PANEL C,, Fastener #14 Use two fasteners per 10' piece TRINI and three fasteners per 20' piece. zIX( Install high eave plates rust) with the outside OFFSETof the offset panel cap trim. Install Fastener PANEL CAP #1 in each prepunched slot tl'-O" an center) Of TRIM the eave plate. The first eave plate will butt against the rake support. You may install all of the eave plates at this time, Be Sure to butt each eave plate end to end without leaving a URETHANE par, bel,een the plates Place an 8" length Of SEAL e seater at each butt joint. ANT triplo bead tar) 2" Lay Tri -Bead tape sealer across the top Of the eave plates, flash with the outside edge URETHANE BOX PANEL CAP TRIM Instal double faced tape, along the length of > SEALANT ENDLAP DETAIL the bottom leg of the cave plate. 2' NOTE Trim Laps Refer to build ng erection drawings, Lap box panel cap trim or offset panel cap OFFSET PANEL CAP bill of materials or shipping list for trim 2'. Apply two beads of urethan(,, sealant TRIM ENDLAP DETAIL the type and style of save trim. between the trim pieces, approximately 1" from the end of the bottom piece *Not by Building Manufacturer TIVPI y TO I NWICE LfFECCAPL7 2014, UD __itCJ­M r(IF4 CJIiRr,1,1J ',11ORMATION H.--. W 977-113-6Q,,i I.l­rWIR, IN elx-1 545224 pl—, A7. 6 a4�22, Av.1,GAM 441�6224 ­b,lk, TX ridh_d, VAI�r. 7", -x �,t A, 1. 9;0- 6 62,N Alnaem C,Il 1CJ' k21 �7 j221 SNtL,k, Cty, UT IR)C 67426^4• T% "",24 Sar All—, TX 2klcled Roof crud It'all all SvWwLs TRI -READ — "TAPE SEALER BOX PANEL CAP -- TRIM FASTENER N1.4 AT 5"0 OrC. WALL PANEL FASTENER 914 AT 5-00-C, —"DOUBLE FACED TAPE EAVE STRUT WALL PANEL INSTALLED BEFORE ROOF FASTENER 014 TRI -BEAD —_1_1 F AT 5-0 O.C. TAPE SEALER %DOUBT E FACED TAPE OFFSET PANEL CAP TRIM E STRUT I' WALL PANEL INSTALLED BEFORE OR AFTER ROOF /icer- -FIATPAy x TRIM OFFSET PANEL CAP TRIM URETHANE SEALANT 2LA URETTiANF FLAT EAVE TRIM SEALANT ENDLAP DETAIL 2" LAP ",dK' " OFFSET PANEL CAP TRIM ENDLAP DETAIL "Not by Building Mari I factu per FOR CURRW NFORYATiON To C'IANGF 1IT11C, LOW SYSTEM EAVE For applications in which the wall panels have already been erected, instal! box Panel car) tr,m or offset panel cap trim In the, Pave strut with Fastener 414. Trial must be pulled tight to wall panels before fastening to eave, strut. For applications in which the wall panels have not been erected. use offset panel cap Vint. Lay Tri Bead tape sealer on top of the panel cap trim (flat eave or offset), Install double faced face along the length of the top leg of the panel rap trim. (fiat eave or offset). Double faced tape must be upslope from Tn-Bead face seplPr. �Lap flat eave or offset panel cap trim 2". Apply two Leads of urethane sealant between the VITT pieces, approximately I" from the end of the bottom piece. NOTE Reler to building erection drawings, bill of materials or shipping list for the type and style of eave trim Jr NOME 7,20" 713 622A IridinnspolIN66f 56224 PI AZ 66- ,'3 1224 Ad 1 1, Z1 cA ­�­-6224 LlR—k. Tx 111211 R h d. YAR Ad -t., GA 577,512 6224 M ­td, IN ie�-ZW 6�24 R- NY 8N'l 56`�22-' Atw A Clk�3'­­ Cill, If 11_`17��" -,;"N. MY, 4,A Omaha , E eU 66x224 ban Antonia, TX,QCAS­22A lletal ible Ne, eN HIGH SYSTEM EAMIEI FASTENER 01 METAL INSIDE FASTENER 414 CLOSURE METAL INSIDE AT 5-0 O,C, CLOSURE Using Fastener #1, attach the first inside Clo- t F_ FASTENER 01 sure to the save plate, locating the face of the TRI-SEAD - inside closure with the downslope edge Of the TAPE SEALER /— 'DOUBLE eave plate NOTE THAT THE FIRST INSIDE BOX PANEL CAP FACED TAPE CLOSURE MUST BE FIELD CUT IN HALF TRIM TO FILL THE VOID UNDER THE PARTIAL FASTENER *14 _Z21 i!i� 21 AT 5'-0 O.0 HIGH FAVF Locate additional Closures on 24" centers PLATE from the first closure to maintain panel Tried - a ale, attaching each with Fastener #1. Install WALL PANEL EAVE STRI. IT two fasteners per Closure.. The first fastener should be installed through the slotted Topic to 24" ON allow for any adjustment that may be required. CENTER Place Tri -Bead tape sealer on the top and side TRI -READ of each closure to complete the sea] at the TAPE SEALER eave. Tlhese, may be pre -taped before Instal- lation. To maintain panel module, metal inside must be installed on 24" closures centers. Measure from tab to tab located on the metal inside closure. Roll out insulation from save to peak, laying < , the side of the insulation an top of the rake support. The first Tell should be 3' wide. This will keep insulation sidelaps 1 from panel insula DOUBLE FACED TAPE sidelaps. Allow approximately 4" of h -I faced tape *Not by Building Manufacturer 0 7. 2016 -- HIGH EAVE PLATE BOX PANEL CAP TRIM tion to hang past Ic OL (downslope) before sticking the insulation to the double faced tape. Cut and remove Lhe fiberglass approximately 4" and told the vapor barrier back over the insulation (upslope) NOTE Refer to building erection drawings, bill of materials or shipping list for the type and style of eave trim CALITION� se. SliPiEr'T Tc, rf­Gi lkli HOUI NOTICE N—t-, 1191-1,1-6221 I 1 Adis. INR 1 5 2.1 pl,.­J., A7aw—Ria�01.— Adel GAVJ4C 2 L bb M TX AXI R rh­,i, VA ED291,221 Sflt — Cie, UTCWC712101 At-., eA $77 512�lri Old,--, City, 0. 01) M� R—, .1 1.121 ."'F, - ", �, l 912. vgaft� V.11,1 TX NE 5A- SlRl Arl-W Tx Nfetal Roof fuld lillioll S.bs/cIlls L0k,N'SYSTEM EAVE/ METAL INSIDE FASTENER #1 METAL INSIDE ' CLOS FASTENER 14 CLOSURE AT 61-0 O.C. V Using Fastener #1, attach the first inside k DOUBLE FACED TAPE closure to the eave strut, locating the face of TAPE SEALER the inside closure with the steel line. NOTE THAT THE FIRST INSIDE CLOSURE MUST fK)X PANEL. CAP BE FIELD CUT IN HALF TO FILL THE VOID TRIM UNDER THE PARTIAL RIB. FASTENER #14 — AT 6-0 O.C. Locate additional closures on 24* centers ENJE STRUT from the first closure to maintain paper mod- ule, attaching each Will Fastener #1. Install WALL PANEL two fasteners per closure. The first fastener should be installed through the slotted hole to allow for any adjustment that may be required. Place Tri -Bead tape seater on the top and side, of Each closure to complete the seal at the eave. These may be pre -taped before Instal- lation. To maintain panel module, metal inside closures must be installed at 24" 24 -ON CUT FIBERGLASS centers, Measure from tab to tab located CENTER FROI1 VAPOR BARRIER an the metal inside closure. AND FOLD VAPOR TRI-READ BARRIER OVER \TAPE SEALER Roll out insulation from eave to peak, lay - Ing the side of the insulation on top of the rake support. The first roll should be 3' wide. This will keep insulation sidelaps 1' from panel sidelaps. Allow approxlmatply 4' of insulation to hang pas', the double faced tape (downslope) before sticking the insulation to the double faced tape. Cut and remove the fiberglass approximately 4- and fold the vapor barrier bank over the insulation (Ul's: DOUBLE FACED TAPE NOTE I L_tJ A Refer to building erection drawings, bill of materials or shipping list for the typo and FLAT EAVE. style of save trim. TRIM CAUTION: the Ff ovidl,5 *Nnt by Building Manufacturer EFFECTIVE AFRIL 1. OR CURRENT INFORMATION ,;3.jECT — CNA—E WITHOl.n NOT CF. Ho ...... Tri 67-711,1211 At AZ 821633.M, ',J24 GA V' IN 6 o,-6224 Rc­. 1Y llk5O An 221 CA — 1-` "K4 CNiaaomaell', - "_J,?_', -t 1-1k, C , UT DIR­ TX kX 653 Ks l Omaha NE fir, 15..-.,2-4 $1. Antos. o. TX 801 SRI Mrfal Rood and Wld/ S, vt0l?v 24" ON CENTER I R) -BEAD TAPE SEALER INSULATION THERMAL SPACER TRI BEAD TAPE SEALER THERMAL SPACER (FOR HIGH SYSTEM ONLY) REFER TO PAGE UID -3 Position the thermal spacer on top of the, Insulation over each purfin and against the * DOUBLE FACED TAPE rake Support prior to installing the roof panel. ­ HIGH EAVE ["LATE FLAT EAVE T F, 'IM W'L_0_N_G P,ECES @ T -O" ON CENTER RAKE SUPPORT — THERMAL SPACER `SPRAY ADHESIVE "Not by Building Manufacturer Un.34 S_L­­b1Lt0Rl I0'i CURRENT INFORIA"110111 Using spray adhesive, (not by building manu- facture) adhere the thermal spacer 10 the insulation. The thermal Spacer increases the insulation capacity Along n -.c purlins. SUEJLCI. lr,CHANGE V,11TICUI NC: ICE EFi,LCnVEAPRIL 7,20" R The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Ne, eN o CL , (a _Z21 i!i� 21 or_- 3 Q) 1?; LO O A) En to L_ 132 CL 0 L na LJ El IJ g Z Q) 0 Scale: NOT TO SCALE Drawn by. Checked by. Project Engineer: Job Number: Erection Guide Sheet Number: ULD6 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A MIN TAC STEEL LINE FASTENER #1 TRI-BFAU —�•� ��\\ -' \ \� TAPE \ S i _ .FACER \ ' I.tETAL INSIDE CLOSURE \c�\..,\ T'APF Sr=AI FR I I y INSULATION EAVE STRU 1 DOUBLE FACED TAPE iSTENER 1114 'F -o OC. -INOT Fly voining n anulaGwrer EtIEC,OVE APiC 1,^2011 5EEww 1,11.com FOR.C'_'RRENT INFORMAPON FIRST RANEE. Apply minor rib tape sealer to the under- side of the minor ribs of the panel. Positron so that this tape sealer will cross the Tri -Bead tape sealer on the eave trim (for low systems) or on the high eave plate (for high systems) when the piano l is installed. Position the panel so that it overhangs the eave strut by the thickness of the wall cover- ing plus 3'd22', The upper end of the panel must be 7" beyond the web of the purlin. PREPUNCHED PANEL HOLES AT THE EAVE ARE INTENDED TO BE PART OF THE GUTTER OVERHANG AND WILL BE HIDDEN BY THE GUTTER. FOR A BUILDING WITH SCULPTURED EAVE TRIM, THE PREPUNCHED HOLES WILL BE USED TO ATTACH THE EAVE TRIM TO THE PANEL CAUTION jit J ar s s vlld N ail :r r '.t,; at •• .•riot ,,,,3,, t .., Ic it . .' Lay the female lip of the panel over the rake support, To prevent wind damage, secure the feria o p to the rake supped with a `C" clamp or temporary fasteners. Fasteners must go through rake support (Fastener #1E). The panel w%i not be fastened permanently to the rake support until the rake trim is installed. 5'JS.,_C i'rO CHANCE I:'."HOU"NOTICE UV315 FASTENERIIIE ALL LOCATIONS 3', I �i FASTENER SEQUENCE FIRST RUN - EAVE IJC>0R SEE armmb<i.com F.)R.UR sl WTORNW!^,N SU3;rL OC'-IAniGF'•vltHO _I •s I FIRST PANEL (Continued) Attach the panel to the eave strut and metal inside closures with Fastener r1E. 6oht fas- teners are required al tlTis Location. NOTE: IT IS ESSENTIAL THAT THE ERECTOR MAINTAIN A 24" MODULE AT THE EAVE, WITH THE PROPER INSTALLATION OFTHE INSIDE CLOSURES AND BY INSTALLING FASTENERS IN THE PROPER SEQUENCE. CAUTION o : C ^t1 N : I oI{. U , ,. o' liazi CAUTION r e s'.. Al..V: C t NOI CE eF ::CTIVE A. R'. / "11, LOW SYSTEM CUTAND REMOVE CUT AND BEND HIGH SYSTEM --� / CUTAND RFpFOV'E RIGHT WAY WRONG WAY EFFECTIVE APRIL ]. 2014 °EE www.mbc <om FOR CURRE INFORN.IANON 1 ACK-UR PLATE Slide a back-up plate onto end of panel: make sure the teeth on top of the back-up plate are on top of the panel. Visually check to see that the holes in the panel align with the holes in the back-up plate. NOTE All back-up plates- on first panel run will require field modification to avoid fouling rake support, Place Tn-Bead tape sealer over the entire width of the panel, It must be centered directly over the pre -punched holes, following the panel configuration. CAUTION L r R tt: s IrT i k Iti he - '16r, Vit it 10 V x. C' e `•E�i :1St. .. '. N ;E w!!HOUT NOTICE UD -37 Hpuatpn, T% III-- :'4 Ipd p fi IN 0 3..' Pbpania, A26 R '2 Nouxtop. TX E 3 224 papa. a IN E^ 5 Ea21 Phcend AZ Cd. 3 :24 Housmn TI( ET ] 3 24 ":di-' t' N it6224 Phcenta AZ E2 336224 Adai, GA Ml 4,12 LUt CU k TX 1/i4 .4 RrchmpnC. Y0. w' + Adel, GA55 EF 24 L D <k. TX EU 1:4 Richet 1 VAW f224 Atte, GA 4 f 14 L--. lr tli:l ^LYE'. R Rictfmb y YAR t l5K1 'i= Alla +1a. GA 5 62 1 Ma h E !E E , i Rwne, NY 3G '9 2 Atlanta GA 7- 8[24 M ,pti s. TN I! 0 : 4 Rane. N 3 6221 Alar u GA ] 4 M _ Oil.. TN BG 9 E 24 Rome YY 9 6 2' h Ci OK M .':)+,6224 Iii Lak C LF :xt Atwater CA 1.'...21 ONi h City, GN +,:'+,.:e4 Sa A;k Cty, Ur 2121 0.twat» CA R '4 0, a,,, N CNy, 45 6 . r, -A221 Sen Lok City. X 1 Ifi 1 '. `;1 Atwater CA (lE '+ 4 O ty, Y. OO Dallas, T%E0� E53 2220 Omai a, N[ Et. 4 R-.. 1 Can A rtonr . T%9 Rsn ae24 Oallnx. T%R 0 053 6e2 1 O ah4 NE EO' .6a Ra24 San Anton+U TX R,0 540 ..-4 0 Q panes. TX 3 153 f... l Omat a NE 1,011,116224 Ean Mtonto IX F0, 59E :Metal Roof and Wall Sv.stems 1letal Roof and IVall .Systems Aletal Roof and Wall ,Svvtems '— • Position the clip ovor tt,o male leg of the panel as shown, and rotate clip doiknward. 14? M ^ 1 - • With tine upper clip firmly seated, position the base firmly against the purlin flange. m - _ » When properly positioned, the vertical lags of the vii C j 't w O upper and fewer sections of the clip will be 9101 to O a t"e purlin flange pointed upward. as shown. ...� FASTENER 91 UD 31) SEE www.mbd.—I rOR i,, RRU4T Ni' 9UE'.JEC T I.. CHANG_ hri i{OL O 2 U O O O U Q in l in Q O rro S U (yQ C13LLIam HUustal. TX i'. F22.1 1 a, I iM p I t J . (tl 7 -4 Phoenx Z Q' A 3''4 ® H+ustoAM Tl:.e•4 a'. i. I, AO p '.'.1.4 34 Phoen x, AZ RE 4 E.!ust TX Y.. 6224 i 1 f 1 V Ila, INR 611 I P w AZ Eh 31�EG2" ois LO w Aa=I, GA Rb4 -4 22. L the k T](. '0 .L_ 1, R......d VA - Oc Scale: NOT TO SCALE A,_,,C 4 1 _d L bb k TN 800- 3 '24 Pio­d' VA '.'-:i ACEI CAL 4d f'.4 L bb k. TX :-'. Rico tl VA J:. -. -,6,.219 Atlanta GAR 15 ,6 Aiwaicr, CA H t,Ab.:' Callas, i%n.., R�.,b2G+ M A TUN 4 U M Cly OK K -"�24 On ahe, NE "40 41151.1 Ra,ra NY E1N X. 6 Salt lake ,, 0 i[x' .I -21:4 San AMUrip. TX b....'+E.al3d /� Q doll((�' ti� A: ta, CA ] 12,1 9 AManef, CA C1 R 9 .2a Dal as, T%6e.;, 65i 6[.! M - . TN E D.:,r6f Ok b CIW OH 1C ..'. 24 On aba. F..,.-.i;.d „24 1 Rpm a. Ny +6 R Salt Laxo ty UT SW .. b241;4 Ser' Art[pn p TX YA t "_-IA-E1 1 At'an CA dT'..12 :24 Atwa CA 2-93'Le. Delia+ TX d.0 ,3 !:. 4 Mamph a TN ) 62 Oklanon C': OK E1 ,. 1 n— O naha Ni 81--21z1' Fpm NY t12i Snit L k Ci UT 60) e74 2404 San Anipnlp, T%6..1 :9R t'214 ® r1� W� tletal Roof and Wall Simems olefin Roof and IVall Si,swnts Rktul hoof and Wall Svsterru MIN TAC STEEL LINE FASTENER #1 TRI-BFAU —�•� ��\\ -' \ \� TAPE \ S i _ .FACER \ ' I.tETAL INSIDE CLOSURE \c�\..,\ T'APF Sr=AI FR I I y INSULATION EAVE STRU 1 DOUBLE FACED TAPE iSTENER 1114 'F -o OC. -INOT Fly voining n anulaGwrer EtIEC,OVE APiC 1,^2011 5EEww 1,11.com FOR.C'_'RRENT INFORMAPON FIRST RANEE. Apply minor rib tape sealer to the under- side of the minor ribs of the panel. Positron so that this tape sealer will cross the Tri -Bead tape sealer on the eave trim (for low systems) or on the high eave plate (for high systems) when the piano l is installed. Position the panel so that it overhangs the eave strut by the thickness of the wall cover- ing plus 3'd22', The upper end of the panel must be 7" beyond the web of the purlin. PREPUNCHED PANEL HOLES AT THE EAVE ARE INTENDED TO BE PART OF THE GUTTER OVERHANG AND WILL BE HIDDEN BY THE GUTTER. FOR A BUILDING WITH SCULPTURED EAVE TRIM, THE PREPUNCHED HOLES WILL BE USED TO ATTACH THE EAVE TRIM TO THE PANEL CAUTION jit J ar s s vlld N ail :r r '.t,; at •• .•riot ,,,,3,, t .., Ic it . .' Lay the female lip of the panel over the rake support, To prevent wind damage, secure the feria o p to the rake supped with a `C" clamp or temporary fasteners. Fasteners must go through rake support (Fastener #1E). The panel w%i not be fastened permanently to the rake support until the rake trim is installed. 5'JS.,_C i'rO CHANCE I:'."HOU"NOTICE UV315 FASTENERIIIE ALL LOCATIONS 3', I �i FASTENER SEQUENCE FIRST RUN - EAVE IJC>0R SEE armmb<i.com F.)R.UR sl WTORNW!^,N SU3;rL OC'-IAniGF'•vltHO _I •s I FIRST PANEL (Continued) Attach the panel to the eave strut and metal inside closures with Fastener r1E. 6oht fas- teners are required al tlTis Location. NOTE: IT IS ESSENTIAL THAT THE ERECTOR MAINTAIN A 24" MODULE AT THE EAVE, WITH THE PROPER INSTALLATION OFTHE INSIDE CLOSURES AND BY INSTALLING FASTENERS IN THE PROPER SEQUENCE. CAUTION o : C ^t1 N : I oI{. U , ,. o' liazi CAUTION r e s'.. Al..V: C t NOI CE eF ::CTIVE A. R'. / "11, LOW SYSTEM CUTAND REMOVE CUT AND BEND HIGH SYSTEM --� / CUTAND RFpFOV'E RIGHT WAY WRONG WAY EFFECTIVE APRIL ]. 2014 °EE www.mbc <om FOR CURRE INFORN.IANON 1 ACK-UR PLATE Slide a back-up plate onto end of panel: make sure the teeth on top of the back-up plate are on top of the panel. Visually check to see that the holes in the panel align with the holes in the back-up plate. NOTE All back-up plates- on first panel run will require field modification to avoid fouling rake support, Place Tn-Bead tape sealer over the entire width of the panel, It must be centered directly over the pre -punched holes, following the panel configuration. CAUTION L r R tt: s IrT i k Iti he - '16r, Vit it 10 V x. C' e `•E�i :1St. .. '. N ;E w!!HOUT NOTICE UD -37 Hpuatpn, T% III-- :'4 Ipd p fi IN 0 3..' Pbpania, A26 R '2 Nouxtop. TX E 3 224 papa. a IN E^ 5 Ea21 Phcend AZ Cd. 3 :24 Housmn TI( ET ] 3 24 ":di-' t' N it6224 Phcenta AZ E2 336224 Adai, GA Ml 4,12 LUt CU k TX 1/i4 .4 RrchmpnC. Y0. w' + Adel, GA55 EF 24 L D <k. TX EU 1:4 Richet 1 VAW f224 Atte, GA 4 f 14 L--. lr tli:l ^LYE'. R Rictfmb y YAR t l5K1 'i= Alla +1a. GA 5 62 1 Ma h E !E E , i Rwne, NY 3G '9 2 Atlanta GA 7- 8[24 M ,pti s. TN I! 0 : 4 Rane. N 3 6221 Alar u GA ] 4 M _ Oil.. TN BG 9 E 24 Rome YY 9 6 2' h Ci OK M .':)+,6224 Iii Lak C LF :xt Atwater CA 1.'...21 ONi h City, GN +,:'+,.:e4 Sa A;k Cty, Ur 2121 0.twat» CA R '4 0, a,,, N CNy, 45 6 . r, -A221 Sen Lok City. X 1 Ifi 1 '. `;1 Atwater CA (lE '+ 4 O ty, Y. OO Dallas, T%E0� E53 2220 Omai a, N[ Et. 4 R-.. 1 Can A rtonr . T%9 Rsn ae24 Oallnx. T%R 0 053 6e2 1 O ah4 NE EO' .6a Ra24 San Anton+U TX R,0 540 ..-4 0 Q panes. TX 3 153 f... l Omat a NE 1,011,116224 Ean Mtonto IX F0, 59E :Metal Roof and Wall Sv.stems 1letal Roof and IVall .Systems Aletal Roof and Wall ,Svvtems J t LIP INSTALLATION Before installing the first clip, clamp the male side of the panel to the side. of the back-up plate with a pair of Vise-Grip3) locking pliers. This will help maintain panel module at the endeps. Install a clip on the male leg of the panel at the endiap. This should be the first clip installed as it controls the 24" module for the remain- der of the panel. Install clips on all remaining purlins. FASTENER REQUIREMENTS Purlins - Fastener #1 Joists - Fastener #E (Two fasteners per clip) CAUTION N -A,, .D G.,, Ye 1t i4 .,,tt; CAUTION Flit IM, us.,1 IMPORTANT As each clip is installed, maintain a 24" panel module, NOTE The floating clip Is designed so it can only be properly seated when the upper portion of the clip (the tab) Is centered on the base. NO'H:f: EFFECTIVE Ap:'....,2014 °' `l__— -'fa-A CJONrN SLOPE % ,;,� -APr SE N' AN \`- _PANtI CLOP A, '-- FASTENE. R #1 E EF=11VE-'1R'IL 7. 2914 SEE .W—m FOR.JRRE N1 N'-2dA"{tN 1 \ r�I DLAR-PANEL NOTE Step 7 applies only where more than one panel is used in a single slope. Position female lip of upper panel over rake support, while holding male side of panel up away from the tape sealer. Usha an awl, align the hole nearest the female side of the top panel with the corresponding hole in the lower panel and the back-up plate. Once this is accomplished, rotate the male side of the upper panel down to rest on the Vise-Grip`e locking pliers. Make sure the panel notches are aligned. Remove awl and insert in the middle hole nearest the male leg. Install Fastener 01E in the hole by the female leg. CALITION 7 t v JEJEr:i TC CHAh-9v W11HOUI' NOTICE L'ii9 €i -- FASTFNF„R 41 E FASTENER SEQUENCE FIRST RUN-ENGLAP UU-LC' SEE www.mbci.com Fort CUR"ENT NrOe'1IAnoe PkBEAD APE SEALER SVLJ[�!' TC`. CFI :NEE II �h STANDARD tNDLAR NOTE Step 8 applies only where more than one panel is used in a single slope. All holes in the upper and lower panels and the back-up plate should now be aligned. Make sure that the panel notches are aligned. Install Fastener #1E in sequence 2 and 3. Remove Vise -Gripe locking pliers and install remaining fasteners in sequence 4. 5, 6, 7, 8. APPLY TRI -BEAD TAPE SEALER OVER THE NOTCHED PORTION OF THE MALE LEGS. Repeat the endlap procedures as required for each panel until the ridge or high eave is reached. NUTICE E)�"{Cl"r:+E PF+RIC ]. 2ri±s c O -Q- ti 4U In Q) O Q) '— • Position the clip ovor tt,o male leg of the panel as shown, and rotate clip doiknward. 14? M ^ 1 - • With tine upper clip firmly seated, position the base firmly against the purlin flange. m - _ » When properly positioned, the vertical lags of the vii C j 't w O upper and fewer sections of the clip will be 9101 to O � U t"e purlin flange pointed upward. as shown. ...� FASTENER 91 UD 31) SEE www.mbd.—I rOR i,, RRU4T Ni' 9UE'.JEC T I.. CHANG_ hri i{OL J t LIP INSTALLATION Before installing the first clip, clamp the male side of the panel to the side. of the back-up plate with a pair of Vise-Grip3) locking pliers. This will help maintain panel module at the endeps. Install a clip on the male leg of the panel at the endiap. This should be the first clip installed as it controls the 24" module for the remain- der of the panel. Install clips on all remaining purlins. FASTENER REQUIREMENTS Purlins - Fastener #1 Joists - Fastener #E (Two fasteners per clip) CAUTION N -A,, .D G.,, Ye 1t i4 .,,tt; CAUTION Flit IM, us.,1 IMPORTANT As each clip is installed, maintain a 24" panel module, NOTE The floating clip Is designed so it can only be properly seated when the upper portion of the clip (the tab) Is centered on the base. NO'H:f: EFFECTIVE Ap:'....,2014 °' `l__— -'fa-A CJONrN SLOPE % ,;,� -APr SE N' AN \`- _PANtI CLOP A, '-- FASTENE. R #1 E EF=11VE-'1R'IL 7. 2914 SEE .W—m FOR.JRRE N1 N'-2dA"{tN 1 \ r�I DLAR-PANEL NOTE Step 7 applies only where more than one panel is used in a single slope. Position female lip of upper panel over rake support, while holding male side of panel up away from the tape sealer. Usha an awl, align the hole nearest the female side of the top panel with the corresponding hole in the lower panel and the back-up plate. Once this is accomplished, rotate the male side of the upper panel down to rest on the Vise-Grip`e locking pliers. Make sure the panel notches are aligned. Remove awl and insert in the middle hole nearest the male leg. Install Fastener 01E in the hole by the female leg. CALITION 7 t v JEJEr:i TC CHAh-9v W11HOUI' NOTICE L'ii9 €i -- FASTFNF„R 41 E FASTENER SEQUENCE FIRST RUN-ENGLAP UU-LC' SEE www.mbci.com Fort CUR"ENT NrOe'1IAnoe PkBEAD APE SEALER SVLJ[�!' TC`. CFI :NEE II �h STANDARD tNDLAR NOTE Step 8 applies only where more than one panel is used in a single slope. All holes in the upper and lower panels and the back-up plate should now be aligned. Make sure that the panel notches are aligned. Install Fastener #1E in sequence 2 and 3. Remove Vise -Gripe locking pliers and install remaining fasteners in sequence 4. 5, 6, 7, 8. APPLY TRI -BEAD TAPE SEALER OVER THE NOTCHED PORTION OF THE MALE LEGS. Repeat the endlap procedures as required for each panel until the ridge or high eave is reached. NUTICE E)�"{Cl"r:+E PF+RIC ]. 2ri±s c O -Q- ti 4U In Q) O Q) The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. ORCE3A ENCE3A N 14? M ^ O _ m vii C j O w O vi Qui O O O � U � U O 2 U O O O U Q in l in Q O rro S (yQ C13LLIam O vQ ois LO w o U � Oc Scale: NOT TO SCALE Drawn by- yChecked Checkedby Project Engineer: Job Number. • Erection Guide Sheet Number: ULD7 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. ORCE3A ENCE3A E:FEGI'iVE APR.L 7, 2674 SEE'Aww.mbci.cc i N0.". CJRl INFORMATION " RIDGE PANEL At thi, ridge. Install a back-up plate as in NOTE j All back-up plates on first panel run will require field modification to avoid fouling rake support. Step 5. The back up plate is necessary to maintain panel module - Install Fastener #tE upslope front the holes at each side of the panel. Fasteners should be a' the edge of the panel. This Wit help maintain pane':' modularity at the ridge. At the ridge, install tri -bead tape sealed centered 1 I!, from end of pal+ whir;h is also centered over prepunched holes. Be sure to place tri -bead tape sealer across proflie of the male leg of panel. DO NOT REMOVE THE PROTECTIVE PAPER AT THIS TIfl EXCEPT AT THE MALE LEG CAUTION tCdli,,r iluldeosire sJe..EC' iOC _-ji, W.il NCTICE UUA1 VI ---- USE FASTENER 91E ALL LOCA IONS J _ rt 2 & 7 S 5 4 FASTENER SEQUENCE SUBSEQUENT RUNS - EAVE SUBSEQUENT RUNS EAVE Apply tape sealer to the male leg of the first panel run directly over the inside closure. This will prevent water infiltration through the end of the seam. Install the next run of insulation and 'another inside closure using Fastener 41. The second run or roof is now readv to install. Position the panel with the femaile lip rest- ing on top of the male leg. Align panel flush with adjacent panel. ONCE THE PANELS ARE SNAPPED TOGETHER, NO FURTHER ALIGNMENTS CAN 13E MADE. Press down on the seam, snapping the two pane's togther. It is important to begin at one end of the panel and work to the other. applying pressure continuously all the way along the seam to avoid a bubble in the seam. Make certain the scams are fully locked together,particularly at the clips where greater res -stance will be encountered. install Fastener #1E at eave in the rec- ommended sequence. Eight fasteners are required at this location. CAUTION (1010 N � N t afar t t rte+t'I all : t y'A i C AIIT ON N N U a H m TX ? i F224 Indbnap M fi.lil2a Rt A£ -Cb--a ® �' u s„ N t. TN ✓?l ] ll'.24 IndiAnnn II. IN IM -MI 35ti>'a P Al PS ".a' 1 ii t[ U A i GA 4r '- -4 Lubbock TX 6 224 R h d V2 (1 ql 0. I GA 81,C V-6 ?4 Lubbock TX (1U S. - 24 ..4 R c'imond VA.. :2:4 Houston, T%S t.r f•?24 Adei. Incl I M.+1 ..;8221 Pho«rile, AZ 8Nk 33'i F14 r^ A a A GA 9'? 6 8 A CAH 4 h..dl4 Merr UN TY 01 6 4 liklaM C Y GK '1.: +uf/ 21A R NV RC. -i5 JA batt Leke ...y UT 4 I. La. \ I A : n4a, CA 81.-51 ;214 Mem9ni TN 8' o 2fi :i224 Roma NY R00 58r 622A GA 83 4 4i2+4 Atlanta, CA.2 12-0224 Lab t h TX 1.': n 61 �1 Mamr. r s, TN do.i.2..f. 622" R'ch:vranU VA 0' 29 24 Rnma, N V111,11 TX 6.,r;.E ": fi2[4 OmaM1a NF ) 4.+C :. 1 San Antonio T% k .r„t4.6124 /R lJ r (� l A CA.CU.h29 -,24 () Iles. T% a.6.2" Ok aFam City. OK G':) 32'cA '2, 5 bL C':ty UT8 t F 4-24 4 AMater CA 1 62 9J"'^ Oklahoma City. 01±6 ..3 '2.'4 Soli Lake C' �.. LT 6C' C74 24-,4 O Nifetad Roof and6itrll Svstenvs fl9<:dal Roof rano Rall 5rstens gr, r g OmaM1a NF i,94,c 4 . ar Ar.ic nla TX .",t 9N f.224 at aa. T%A.O .^3 r�,3 "'g. 01-11. NE 8:CA P° 52<1 San Amm.m TX...,,'99�PJ_Ja En LJ 3 U Li w Q) Scale: NOT TO SCALE Drawn by.� Checked b)- yProject ProjectEngineer - Job Number: Erection Guide Sheet Number: ULD8 of 15 Meta! Roof all iirrfl Svsleans E:FEGI'iVE APR.L 7, 2674 SEE'Aww.mbci.cc i N0.". CJRl INFORMATION " RIDGE PANEL At thi, ridge. Install a back-up plate as in NOTE j All back-up plates on first panel run will require field modification to avoid fouling rake support. Step 5. The back up plate is necessary to maintain panel module - Install Fastener #tE upslope front the holes at each side of the panel. Fasteners should be a' the edge of the panel. This Wit help maintain pane':' modularity at the ridge. At the ridge, install tri -bead tape sealed centered 1 I!, from end of pal+ whir;h is also centered over prepunched holes. Be sure to place tri -bead tape sealer across proflie of the male leg of panel. DO NOT REMOVE THE PROTECTIVE PAPER AT THIS TIfl EXCEPT AT THE MALE LEG CAUTION tCdli,,r iluldeosire sJe..EC' iOC _-ji, W.il NCTICE UUA1 VI ---- USE FASTENER 91E ALL LOCA IONS J _ rt 2 & 7 S 5 4 FASTENER SEQUENCE SUBSEQUENT RUNS - EAVE SUBSEQUENT RUNS EAVE Apply tape sealer to the male leg of the first panel run directly over the inside closure. This will prevent water infiltration through the end of the seam. Install the next run of insulation and 'another inside closure using Fastener 41. The second run or roof is now readv to install. Position the panel with the femaile lip rest- ing on top of the male leg. Align panel flush with adjacent panel. ONCE THE PANELS ARE SNAPPED TOGETHER, NO FURTHER ALIGNMENTS CAN 13E MADE. Press down on the seam, snapping the two pane's togther. It is important to begin at one end of the panel and work to the other. applying pressure continuously all the way along the seam to avoid a bubble in the seam. Make certain the scams are fully locked together,particularly at the clips where greater res -stance will be encountered. install Fastener #1E at eave in the rec- ommended sequence. Eight fasteners are required at this location. FASTENER it 1 E ALL LOCATIONS 4 2 i J:1-42 SF.E www.mbcitom FOP CUFtREN' INFORMATION SUBJECT TO C.aANGE 11, Tl Wit 'CE EFF;,(, TIVE. APR. 1, 201' I EFFEC":IVE ARnil. 7. 1114 SFE www.mNci.wm FOR CURREN I INFORMATION Ij) �•�� SUBSEQUENT RUN'S ENDLAP Install back-up plate and tape sealer as in Step 5. However, on this and all subsequent runs. care must be. taken to engage the tab on the side of the back-up plate into the slot of the adjacent back-up plate. This procedure will assist in maintaining a 24" panel module, Instal( clips as dcscrbed in Step 6. Install upper panel as described in Steps 7 &8. Repeat the endlap procedures as required for each panel until the ridge is reached. SUKECT' TO CHANGEw rNnUT NOT IE UD 13 §11111111ft l T% T1'.-$224 111111-01 i :' rid. napvll IN CO .124 Pb AZ 8 224 H •.T%C'] -111211 Ldit R i IN111-'15.822A T :ix. Al 183 3020 Fb TI(8 T]13 0224 Indiana 1 IN3?]3`6224 Plloeniz A283 5338224 0.a 1 GA 8BIT 1':24 i c Lubbar.M, % 3 UI R: d VR 'h ITn U'<2 Ad V EnF 3= { LubSa 0. TX J - 2:4 Richmo!M. YAR I'!24 ® Ad 4B-_9113-111. Lubbock i% --1 - ,1 Bicamond. YA R U 1+.6224 A!t to GA 3 1512 BY 1 MemUhw TN 5+K 2 1 Ro NV o 9 6 2 A i GA 5 3"24 Mernpl TN 8R 06 6224 Ron,. NY 9Cri 5 62' . Ada ,. GA 8]]512-E,'._4 fill-hiiiTN 6"+ 2'0'.: C�24 Ron, NY 6-p 5596 Aivt CA (, F.:93,24 GklaN Cty, oK ]{+?^M1 fiat Lk(. -y UTC J]�14(M A..1 CA :010 ON'ahn C'h CK 5Ei1--r -fi2J4 Sar Lake CIty. IN 5.'� o:4JAA /.y A A-J,?8lP,124 Okianmm� CLL, ON Nu'�'9?�fiul-0 sn111 All cl", uT l'.`•' OMIT% CW 653-6224 Omaha, NEE 4�P,a':.4 San Antonio TX 3W 595-622.1 Oal as. TX t- E.3 ne24 0rna1•A, NE ..o:. 4536224 San Antnnio. TX 9,:0-%$8224 0 ® bill -TX 1-.0673 i��24 Orval a. NE 800451.6224 Ean Antonio T%80., .99A-622, ;1$etal Roof and li"all Syrtenzr Mr'lal ill will Wraiii, hxvtenns Metal Roof and hall X. v lras SUBSEQUENT RUNS RIDGEIOUTSIDE CLOSURE NOTE Always stay one panel run behind with the outside closures, othe'wise, the next pane! cannot be installed. Instal' back-up plate and panel clips. Go to the previously installed ridge panel and peel protective paper front tape sealer. Apply tape sealer to the ridge panel just installed, Be sure to seal to the mastic on the previous panel. Install the outside closure in previous ridge pane!. Rotate outside closure into position contacting the female side of the panel first. Using an awl. align the first hole on the female side of the outside closure with the Corre- sponding hole in the panel and back-up plate. Remove the awl and install Fastener #1E in the hole. Push the other end of the outside closure into position and align the holes with the awi. Remove the awl and install Fastener #1E in all remairinc holes except for the hole at the panel seam. Do not install the panel seam fastener at this time. Check panel alignment at :his time (See page UD -48). Continue installing the roof until all but the last panel run has been installed. Panel module should be checked every third or fourth run. RAKE SUPPORT - FOLD BACK VINYL Y "L 4" MIN I 8" MAX - VARIABLE �I MINIMUM 1" TERMINATION TRIM __----� RAKE TRIM FOLD BACK VINYL b i UU 4" SEE -, rd ci.eom "Cir2 *• < .I"..iii 10 1AT1 N o •r' .. h" >im1 - r FE •r • . .Vi ' -' A.T ':: 1 ' 0 b L.. IEC J.h 0 vUE,JEC TG .,t1htJ-a_t Ir...Ui NO IC. LFI EL.IYE ARt..L ].. dJ.. I cirECl,\�t. R.... 2.14 SEe www nibel.eom Ft+It CUf2 >Nn NF'DR"dA u! LAST °ANEL RUN This roof systern is designed to flash in the high on even footage buildings by using 24", 18', or 12" panels on the last run. After laying the last insulation run, ill the rake support over the insulation along the steel line. Lay the last panel run. Temporarily attach the malty ley to the rake support with vise grips, If the panel ends 2"- 4" away from the rake support due uare to an out-of-sqcondition or other factors, simply Install the panel clips. This system allows for the roof to be trimmed in the high, CAUTION sut,i TJ GRANGE wI 1 ,OUT NO! ICE Lv-45 F%ELD FORM PANEL TO FST FINAL \ r RAKE SUPPORT DIMENSION `' FOLD BACK ��- VINYL r -FASTENER #5 FASTENER #'2 ,I FULL PANEL 6- TO 18" �i-- I f PARTIAL PANEL. (6'r TO 18" SPACE PANEL MUST BE FIELD FORMED) FIELD FORM PANEL TO FIT FINAL DIRdENSION RAKE SUPPORT FOLD BACK VINYL `- FASTENER #5 III i'ERVI'NATION TRIM r.Ax. 24", 18" or 12" TERMINATION - BUILDINGS OFF MODULE j A TERMINANON TRIM IS PROVIDED FOR THIS CONDITION t_ SEEwww,mbci con WN. CQRQENi';NFMiV,1'ION SUBJE C'I"10 CHANGE WIT .., // 1 LAS ST PANE_ RUN (OPTIONAL) The roof is designed to finish in the high on even footage buildings. Odd length buildings and variations in erection practices may dic- tate that an alternate detail be used. 1.ti91en terminating in an odd dimension, field cut and bend a 3" vertical leg on the panel. After laying the last insulation run, install the field formed panel. Temporarily attach the formed leg of the panel to the rake support with vice grips or temporary fasteners (#1 E). The combination of field formed panel and Variable Termination Trim may be used to accommodate large dimensions as shown. CAUTION TshoulJ 3 YE r i of any t .,li eS, Nu"ICc E) f'EC:IVE APRIL 1, 20'4 O 0 O Z� p CAUTION (1010 N � N t afar t t rte+t'I all : t y'A i C AIIT ON N N U C : Ci to o c A 1 ii t[ FASTENER it 1 E ALL LOCATIONS 4 2 i J:1-42 SF.E www.mbcitom FOP CUFtREN' INFORMATION SUBJECT TO C.aANGE 11, Tl Wit 'CE EFF;,(, TIVE. APR. 1, 201' I EFFEC":IVE ARnil. 7. 1114 SFE www.mNci.wm FOR CURREN I INFORMATION Ij) �•�� SUBSEQUENT RUN'S ENDLAP Install back-up plate and tape sealer as in Step 5. However, on this and all subsequent runs. care must be. taken to engage the tab on the side of the back-up plate into the slot of the adjacent back-up plate. This procedure will assist in maintaining a 24" panel module, Instal( clips as dcscrbed in Step 6. Install upper panel as described in Steps 7 &8. Repeat the endlap procedures as required for each panel until the ridge is reached. SUKECT' TO CHANGEw rNnUT NOT IE UD 13 §11111111ft l T% T1'.-$224 111111-01 i :' rid. napvll IN CO .124 Pb AZ 8 224 H •.T%C'] -111211 Ldit R i IN111-'15.822A T :ix. Al 183 3020 Fb TI(8 T]13 0224 Indiana 1 IN3?]3`6224 Plloeniz A283 5338224 0.a 1 GA 8BIT 1':24 i c Lubbar.M, % 3 UI R: d VR 'h ITn U'<2 Ad V EnF 3= { LubSa 0. TX J - 2:4 Richmo!M. YAR I'!24 ® Ad 4B-_9113-111. Lubbock i% --1 - ,1 Bicamond. YA R U 1+.6224 A!t to GA 3 1512 BY 1 MemUhw TN 5+K 2 1 Ro NV o 9 6 2 A i GA 5 3"24 Mernpl TN 8R 06 6224 Ron,. NY 9Cri 5 62' . Ada ,. GA 8]]512-E,'._4 fill-hiiiTN 6"+ 2'0'.: C�24 Ron, NY 6-p 5596 Aivt CA (, F.:93,24 GklaN Cty, oK ]{+?^M1 fiat Lk(. -y UTC J]�14(M A..1 CA :010 ON'ahn C'h CK 5Ei1--r -fi2J4 Sar Lake CIty. IN 5.'� o:4JAA /.y A A-J,?8lP,124 Okianmm� CLL, ON Nu'�'9?�fiul-0 sn111 All cl", uT l'.`•' OMIT% CW 653-6224 Omaha, NEE 4�P,a':.4 San Antonio TX 3W 595-622.1 Oal as. TX t- E.3 ne24 0rna1•A, NE ..o:. 4536224 San Antnnio. TX 9,:0-%$8224 0 ® bill -TX 1-.0673 i��24 Orval a. NE 800451.6224 Ean Antonio T%80., .99A-622, ;1$etal Roof and li"all Syrtenzr Mr'lal ill will Wraiii, hxvtenns Metal Roof and hall X. v lras SUBSEQUENT RUNS RIDGEIOUTSIDE CLOSURE NOTE Always stay one panel run behind with the outside closures, othe'wise, the next pane! cannot be installed. Instal' back-up plate and panel clips. Go to the previously installed ridge panel and peel protective paper front tape sealer. Apply tape sealer to the ridge panel just installed, Be sure to seal to the mastic on the previous panel. Install the outside closure in previous ridge pane!. Rotate outside closure into position contacting the female side of the panel first. Using an awl. align the first hole on the female side of the outside closure with the Corre- sponding hole in the panel and back-up plate. Remove the awl and install Fastener #1E in the hole. Push the other end of the outside closure into position and align the holes with the awi. Remove the awl and install Fastener #1E in all remairinc holes except for the hole at the panel seam. Do not install the panel seam fastener at this time. Check panel alignment at :his time (See page UD -48). Continue installing the roof until all but the last panel run has been installed. Panel module should be checked every third or fourth run. RAKE SUPPORT - FOLD BACK VINYL Y "L 4" MIN I 8" MAX - VARIABLE �I MINIMUM 1" TERMINATION TRIM __----� RAKE TRIM FOLD BACK VINYL b i UU 4" SEE -, rd ci.eom "Cir2 *• < .I"..iii 10 1AT1 N o •r' .. h" >im1 - r FE •r • . .Vi ' -' A.T ':: 1 ' 0 b L.. IEC J.h 0 vUE,JEC TG .,t1htJ-a_t Ir...Ui NO IC. LFI EL.IYE ARt..L ].. dJ.. I cirECl,\�t. R.... 2.14 SEe www nibel.eom Ft+It CUf2 >Nn NF'DR"dA u! LAST °ANEL RUN This roof systern is designed to flash in the high on even footage buildings by using 24", 18', or 12" panels on the last run. After laying the last insulation run, ill the rake support over the insulation along the steel line. Lay the last panel run. Temporarily attach the malty ley to the rake support with vise grips, If the panel ends 2"- 4" away from the rake support due uare to an out-of-sqcondition or other factors, simply Install the panel clips. This system allows for the roof to be trimmed in the high, CAUTION sut,i TJ GRANGE wI 1 ,OUT NO! ICE Lv-45 F%ELD FORM PANEL TO FST FINAL \ r RAKE SUPPORT DIMENSION `' FOLD BACK ��- VINYL r -FASTENER #5 FASTENER #'2 ,I FULL PANEL 6- TO 18" �i-- I f PARTIAL PANEL. (6'r TO 18" SPACE PANEL MUST BE FIELD FORMED) FIELD FORM PANEL TO FIT FINAL DIRdENSION RAKE SUPPORT FOLD BACK VINYL `- FASTENER #5 III i'ERVI'NATION TRIM r.Ax. 24", 18" or 12" TERMINATION - BUILDINGS OFF MODULE j A TERMINANON TRIM IS PROVIDED FOR THIS CONDITION t_ SEEwww,mbci con WN. CQRQENi';NFMiV,1'ION SUBJE C'I"10 CHANGE WIT .., // 1 LAS ST PANE_ RUN (OPTIONAL) The roof is designed to finish in the high on even footage buildings. Odd length buildings and variations in erection practices may dic- tate that an alternate detail be used. 1.ti91en terminating in an odd dimension, field cut and bend a 3" vertical leg on the panel. After laying the last insulation run, install the field formed panel. Temporarily attach the formed leg of the panel to the rake support with vice grips or temporary fasteners (#1 E). The combination of field formed panel and Variable Termination Trim may be used to accommodate large dimensions as shown. CAUTION TshoulJ 3 YE r i of any t .,li eS, Nu"ICc E) f'EC:IVE APRIL 1, 20'4 O 0 O Z� p N � N op IN O N N U C : Ci to o c :> FE��� U to Z r^ U \ •1 O w � N (`� V` �L2 ¢� O � O �I q O vQ � o OU III O En LJ 3 U Li w Q) Scale: NOT TO SCALE Drawn by.� Checked b)- yProject ProjectEngineer - Job Number: Erection Guide Sheet Number: ULD8 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A H.t,-, TX I,'� 224 J, q1C-?35 I221� Il AZ W � F,3 Phe rk RIDGE -OUTSIDE Houston. TFF 't?' 713 Q24 r- 1,.F IN Ft -,0x, AZ 988-�, 77-71�4224 1,5622it A78Y 311 III-iF, AZ -11111211 R-111,11 VA --221 -7134 A,FrL GA R��Fi L.t­ck, TX K0-' 58 02d ml,l VA FIM 7L, R,,h,,,d. VA , ­?FF 6724 the corresponding hole of the adjacent outside l. L.I,b­k,TXC00?63L224 Iii-.-, VAT01i 721 AW GA 68,1 II3�24 U,11,11 751$22� VA W 1 9 1224 R.- NY M1 Sr -22,l Atlanta GAR 7- �2,612 I T1 1111416-1 dW �151 5224 gl� A,1,I­ CA 977 512-1224 At W, CA Y 1 '-,1 It -, phi , T148:'xllh:b24 -.1t, CA 3r 12-1' Al..pl­, T. R r., NY IM, I C., "It -1 1,111 l LFIII. 2�r-: ®R A ­CAqCM,29'1324 Ok City M 6,)G 5.17 ',224 SIlt I.- C ty. UTft 87,12404 A ­,, CA - a2f' W14 0 II -r City OK FW -�97 C224 SrIt -, CII UT Go) C74 2404 San rtnsonfl,� TX AfQ 598 �^,4 I. Ix a. ,-6i.,-622•, -AIFF, 'FE 1;1" SI,F ' I Il A,Ilt TX 8T�15v. KIL D1111,, TX Kl� 6, 3822A 0,H,, TX,5;o-6'­-62M Omaha IF110Ve, L'.4 6 CnII.l,. T. S- An onto, TX 8f)0-5" L2 > Cu 0 ,lifelal Roof and Wall SYsirtyns 1 telat Roof onof Wit# SYtenls LJ vQ Metal Roof arld Wall/ S),stents URETHANE SEALANT BETWEEN OUTSIDE CLOSURETASS -FASTENER #1 E TRI -BEAD TAPE SEALER URETHANE SEALANT-, -4- _­_(� ­��­,�� \ 11\41"', ­<- AS RFQlJIRFr3 I'AS ENER#11-\ FIELD CUT FASTENER #1E AND SEND li (2 REQUIRED) FREI D FORMED l TAB TRI BEAD / / TAPE SEALER RAKE SUPPOR 'M 'm I 0I. TAPE' SEALANT Z FASTENER #1E BACK-UP PLATE (FIELD MODTzED) TAPE SEALANT FASTENER IL4TRI-BEAD TAPE SEALER n,g�� <"\ I A REFER TO FASTENER, Sr(',!,IFNCE -L-11 OUTSIDE CLOSURE f',24" PLUS NDICYAL THICKNESS RIDGE 7- 1, FLASH TAPE SEALER 1FASTENER#4 _OUTSIDE. , _ CLOSURE 24" FASTENER SEOUENCE ErFEC, I IVL APRIL 7, 2014 SEEA'ww.!rbci.camIOTI CjlIFENT INFORIIAlION The final outside closure or, the last panel may require field madifiratOn. A tab should be formed by the web of the outside closure for attachment to the upturned leg of the roof panel (fold formed). This tab should be, attached to the panel and angle with Fastener #1E (2 required) Install the ridge flashing starting and ending 1t4" plus wall thickness outside the steel line. Fasten the ridge flashing to the outside clo- sures with Fastener #41. Install a fastener 11,1," from panel seam on both sides of panel. Install add:'ional fasteners directly above minor ritis, of panel. Four fasteners are required at each panel, Leave 6" unfastened on each end to allow for the rake trim to be installed later, DO NOT FASTEN THROUGH THE LOCK OF THE STANDING SEAM. For floating peak box installation see page UD -75. E-P.J' CT N, "ANGE W fHOUI NCITCE Js- wwllnlllas� STEEL SIT L, 11 X I I le FIRST PANEL LAST COMPLETED PANEL RUN t7,AVit-, Zi I i I IJD.Iry SEE OR CURRENT' NFrFWA'!ON SUBJEUI TO CHANGE x1ITHO RECOMMENDED ERECTION PRACTICES CORRECTING OUT -OF -PLANE SUBSTRUCTURE Occasionally a purlin may be encountered that is lower (out -of -plane) than those adjacent to it. When a clip is attorried to this purlin, it will go down further than those adjacent to it, distorting the seem. This can cause the next panel sidelalp to be difficult to snap together in this area To compensate for this lower Perlin, a steel shim may be placed under the clip to bring it up to the proper height (in plane). This shim should be no thicker than If I,," is not enough, then structural mod, ication wit be necessary. Avoid 'stair -stepping" of the, panels at the eave. This wil cause problems engaging tack- up plates at the endlap and ridge Any "stripped out" fasteners at the Endless or outside closures should be immediately replaced vvith Fastener Ill Piece a V long piece of Tri -bead tape sealer over the "stripped out hole before installing Fastener #2A, This will allow the fastener threads to be coated with tape se'ver and provide a good seal NEVER ALLOW PANELS TO COME INTO CONTACT WITH LEAD, COPPER, GRAPHITE, GASOLINE OR OTHER HARSH CHEMICALS AS THIS WILL VOID THE GALVALUMEM WARRANTY. CHECK ROOF FOR PANEL ALIGNMENT Check the roof every three or four runs for panel alignment as Ills being erected. This can be accomplished by two different means. 1. Measure from the rake Supper', to the seam of the last completed panel run, Take mea- surements at the ridge, eave, and all end - laps. 2. Attach a stringline, to the Save plate and ridge purlin, running parallel to the rake sip - port. The str,ngline should stay ahead of the work and can be moved across the roof as construction progresses. Measure from the stringline back to the last completed panel run. Take measurements at the ridge, save, and all enclaps, .T Sit) T1. E, EFFECTIVE Ai 7, 2011 SLIDING CLIP RECOMMENDED ERECTION PRACTICES (CONTINUED) ADJUSTING PANEL WIDTH S7REICHING PANEL COVERAGE NOTE Do not adjust panel width more than IA,- on any panel area. L..-..__.__....__.___-____..._._..__._..._ . ............ . ........... SLIDING CLIP AND FIXED CLIP To stretch panel coverage, install the clip -A*SLIDING CLIP at the panel endlapor ridge with the base 4v- angled away frorn the prinel. As the fastener is installed through the base of the clip and into the purlin, the clip base ilii rotate down to the purlin causing the top of the clip to move SHRINKING outward, stretching the panel covLrago. Install PANEL COVERAGE the remainder of the clips as usual To shrink panel coverage, install the clip at the paint ending or ridge with the, base angled toward the panel. As the fastener is installed through the base of the clip and into the pur- lin, the clip base will rotalit down to the purlin causing the top of the clip to move znward, shrinking panel coverage. Install the remain - 1,4" MAX.MAXMA der of (he. clips Cis usual /_h, rL BACK-UP PLATES STRETCHING PANEL COVERAGE To stretch panel coverage, bend the sides of the back-up plate out and instal i at endlap of ridge, Dn not bend either side more than Ii'. Install clips as usual. I,," MAX, 'Ya" MAX. To shrink panel coverage. bend the sides of the back-up plate in and instill at endlap or ridge. Do not bond either side more than 14". SHRINKING PANE! COVERAGE install clips as usual. EFFECTIVE A-11.7, 211- SEE FOR C-iRREII I INFORMATION IiIJBIEC7 •�� CHANGIF WITHOUT NOMCF. U11-`9 IJI5-2�'4 IN IC Phe rk RIDGE -OUTSIDE it,, IN �,I"' 1-1111 CLOSURE/FLASHING angle. alignment strap one end and one tab on the other end. The 111W.. A1.1, CA 11, 1 - I- Install Fastener Ill in the remaining hole at III-iF, AZ -11111211 R-111,11 VA --221 I panel seam of all outside closures. The Adel, GA 3R5 4fi .:4 fastener Finer rout st ge through the panel seam and R,,h,,,d. VA , ­?FF 6724 the corresponding hole of the adjacent outside I'Fb.rk Ix 6r. 1 closure. Fastener #1 at each prepurched hole. loca- Use urethane sealant to fill any voids around 1-1,, CA �77,512�224 panel seam on up lope side of outside 60 - R.- NY M1 Sr -22,l sure. Apply Tri -Bead tape sealer to the top of UPTURNED the outside closure. PANFLLEG A,1,I­ CA 977 512-1224 RAKE SUPPOR 'M 'm I 0I. TAPE' SEALANT Z FASTENER #1E BACK-UP PLATE (FIELD MODTzED) TAPE SEALANT FASTENER IL4TRI-BEAD TAPE SEALER n,g�� <"\ I A REFER TO FASTENER, Sr(',!,IFNCE -L-11 OUTSIDE CLOSURE f',24" PLUS NDICYAL THICKNESS RIDGE 7- 1, FLASH TAPE SEALER 1FASTENER#4 _OUTSIDE. , _ CLOSURE 24" FASTENER SEOUENCE ErFEC, I IVL APRIL 7, 2014 SEEA'ww.!rbci.camIOTI CjlIFENT INFORIIAlION The final outside closure or, the last panel may require field madifiratOn. A tab should be formed by the web of the outside closure for attachment to the upturned leg of the roof panel (fold formed). This tab should be, attached to the panel and angle with Fastener #1E (2 required) Install the ridge flashing starting and ending 1t4" plus wall thickness outside the steel line. Fasten the ridge flashing to the outside clo- sures with Fastener #41. Install a fastener 11,1," from panel seam on both sides of panel. Install add:'ional fasteners directly above minor ritis, of panel. Four fasteners are required at each panel, Leave 6" unfastened on each end to allow for the rake trim to be installed later, DO NOT FASTEN THROUGH THE LOCK OF THE STANDING SEAM. For floating peak box installation see page UD -75. E-P.J' CT N, "ANGE W fHOUI NCITCE Js- wwllnlllas� STEEL SIT L, 11 X I I le FIRST PANEL LAST COMPLETED PANEL RUN t7,AVit-, Zi I i I IJD.Iry SEE OR CURRENT' NFrFWA'!ON SUBJEUI TO CHANGE x1ITHO RECOMMENDED ERECTION PRACTICES CORRECTING OUT -OF -PLANE SUBSTRUCTURE Occasionally a purlin may be encountered that is lower (out -of -plane) than those adjacent to it. When a clip is attorried to this purlin, it will go down further than those adjacent to it, distorting the seem. This can cause the next panel sidelalp to be difficult to snap together in this area To compensate for this lower Perlin, a steel shim may be placed under the clip to bring it up to the proper height (in plane). This shim should be no thicker than If I,," is not enough, then structural mod, ication wit be necessary. Avoid 'stair -stepping" of the, panels at the eave. This wil cause problems engaging tack- up plates at the endlap and ridge Any "stripped out" fasteners at the Endless or outside closures should be immediately replaced vvith Fastener Ill Piece a V long piece of Tri -bead tape sealer over the "stripped out hole before installing Fastener #2A, This will allow the fastener threads to be coated with tape se'ver and provide a good seal NEVER ALLOW PANELS TO COME INTO CONTACT WITH LEAD, COPPER, GRAPHITE, GASOLINE OR OTHER HARSH CHEMICALS AS THIS WILL VOID THE GALVALUMEM WARRANTY. CHECK ROOF FOR PANEL ALIGNMENT Check the roof every three or four runs for panel alignment as Ills being erected. This can be accomplished by two different means. 1. Measure from the rake Supper', to the seam of the last completed panel run, Take mea- surements at the ridge, eave, and all end - laps. 2. Attach a stringline, to the Save plate and ridge purlin, running parallel to the rake sip - port. The str,ngline should stay ahead of the work and can be moved across the roof as construction progresses. Measure from the stringline back to the last completed panel run. Take measurements at the ridge, save, and all enclaps, .T Sit) T1. E, EFFECTIVE Ai 7, 2011 SLIDING CLIP RECOMMENDED ERECTION PRACTICES (CONTINUED) ADJUSTING PANEL WIDTH S7REICHING PANEL COVERAGE NOTE Do not adjust panel width more than IA,- on any panel area. L..-..__.__....__.___-____..._._..__._..._ . ............ . ........... SLIDING CLIP AND FIXED CLIP To stretch panel coverage, install the clip -A*SLIDING CLIP at the panel endlapor ridge with the base 4v- angled away frorn the prinel. As the fastener is installed through the base of the clip and into the purlin, the clip base ilii rotate down to the purlin causing the top of the clip to move SHRINKING outward, stretching the panel covLrago. Install PANEL COVERAGE the remainder of the clips as usual To shrink panel coverage, install the clip at the paint ending or ridge with the, base angled toward the panel. As the fastener is installed through the base of the clip and into the pur- lin, the clip base will rotalit down to the purlin causing the top of the clip to move znward, shrinking panel coverage. Install the remain - 1,4" MAX.MAXMA der of (he. clips Cis usual /_h, rL BACK-UP PLATES STRETCHING PANEL COVERAGE To stretch panel coverage, bend the sides of the back-up plate out and instal i at endlap of ridge, Dn not bend either side more than Ii'. Install clips as usual. I,," MAX, 'Ya" MAX. To shrink panel coverage. bend the sides of the back-up plate in and instill at endlap or ridge. Do not bond either side more than 14". SHRINKING PANE! COVERAGE install clips as usual. EFFECTIVE A-11.7, 211- SEE FOR C-iRREII I INFORMATION IiIJBIEC7 •�� CHANGIF WITHOUT NOMCF. U11-`9 RECOMMENDED ERECTION PRACTICES PANEL RUN BEFORE LIGHT I RANSVITI ING PANE. (CONTINUED) /- FASTENER #1 Using Panel Alignment Strap- TY /_-1 EAPICCAL Al I I PLJRLN FIT FLEAK Panel alignment straps Cai be used to hold P P, IF, panel module. Install a�jgnnnent straps at x C PURLIN each end lap purin and the peak purlin for ALIGIMINI SI atignment the full length of the bu Hing. The LIGHT , have two 1,arrasat 24" on center that TRANSMITTINC, allow the base of the panel clip to nest in �N between them. Thewerical leg of the panel PANEL "RIM clip should ft snuglagainst the flat side of I AVE SIR: the tall lance in the alignment strap. F OCVER LIGHT UPPETrulGI i- --J / TRANSMITTIN3 TRANSIMTTING PANEL POPLIN PANEL PURLIN PANEL CLIP IJI5-2�'4 IN IC Phe rk 4 TX 171 711 1211 it,, IN �,I"' 1-1111 11 ­- 1W 11221 i, 51 angle. alignment strap one end and one tab on the other end. The 111W.. A1.1, CA 11, 1 - I- 1,. IN 1-115-11111 T. wC ;M t,- III-iF, AZ -11111211 R-111,11 VA --221 LIGHT IRANSIVIT [ING Adel, GA 3R5 4fi .:4 7. R,,h,,,d. VA , ­?FF 6724 Adel, IIAMF� -j- I'Fb.rk Ix 6r. 1 Fastener #1 at each prepurched hole. loca- ,Z� MET" ii DE EAVE S FRUI 1-1,, CA �77,512�224 IF TN liCC 2064224 R.- NY M1 Sr -22,l All- GA 377-512,6224 Ill -Alt, IN KC-206-C22,t i NY -?r, A,1,I­ CA 977 512-1224 hl TN e)� Z(6 6224 7 021 r y 11,1 611,62' • 11 01, In FFF,� AM stLA MIZEMIL." . -, CA -,11 Ell' 1. CII,Wh .... � cil" ClIFF IFx, Yi" W� L.A. Atwater CAF C -r-, 1,32 Oki,h,,, City, OK FID�J 4 l LFIII. 2�r-: A-Irr, CA C22� LAI,. - S: Art— TX i0C, 22,F 0 @ ' ��- I D�II­TXS�Ffs. I 0-b,, NE BN 16,4,6224 San rtnsonfl,� TX AfQ 598 �^,4 Afetal Roof and vl%flt sll'sli DaI$­ TX 600 653 C224 orr.h., N, irl"_Ft 6_, ' I Il A,Ilt TX 8T�15v. KIL D1111,, TX Kl� 6, 3822A 0-., NE 601, " 1 I, Ah -1,71 Roof and Wall S_Islewm i'llcral Roof and Wait/ SYstems L2 RECOMMENDED ERECTION PRACTICES PANEL RUN BEFORE LIGHT I RANSVITI ING PANE. (CONTINUED) /- FASTENER #1 Using Panel Alignment Strap- TY /_-1 EAPICCAL Al I I PLJRLN FIT FLEAK Panel alignment straps Cai be used to hold P P, IF, panel module. Install a�jgnnnent straps at x C PURLIN each end lap purin and the peak purlin for ALIGIMINI SI atignment the full length of the bu Hing. The LIGHT , have two 1,arrasat 24" on center that TRANSMITTINC, allow the base of the panel clip to nest in �N between them. Thewerical leg of the panel PANEL "RIM clip should ft snuglagainst the flat side of I AVE SIR: the tall lance in the alignment strap. F OCVER LIGHT UPPETrulGI i- --J / TRANSMITTIN3 TRANSIMTTING PANEL POPLIN PANEL PURLIN PANEL CLIP ,.,AP 140 C'S ir� nLlar4raFr<r Start the alignment strap at the rake support as The has two tabs on TArE -URLI angle. alignment strap one end and one tab on the other end. The end with two tabs Sri be oriented to lead- ing arid of the roof panel installation. The Al GNPAE'J S T1 A- first alignment strap should be inst@lIed with LIGHT IRANSIVIT [ING the flat side of the tall lance exactly 24" from ENDLAP FAVIE TR 1.11 P- the vertical leg of the rake support angle. PURLIN Fasten the alignment strap to the purlin with Fastener #1 at each prepurched hole. loca- ,Z� MET" ii DE EAVE S FRUI tion. Subsequent alignment straps wIl be engaged to the previous strap and fastened to the above. purlins as outlined - READ ;W zq P, SEALER t?, L2 During panel installation, panel clips at the end lap and ridge purlins are to be installed first When installing these clips, ensure the clip bases fit in between the void created by the two vertically formed lances in tho align- FIELDWI VAP OF START11C] Sler LAP DIRF� TONOFNETAL:1 moot strap. This will hold the clips at these locations on 24" module. After these clips are I J, installed, the remaining clips can be installed in any order convenient to the erector. OP7:0.1414-AN't C1r`kI�,Nr1F1JTS'FW Ilii"-) LONG! LOCATED AT END.LAP PURLIN Alin THE. PEAK PURLIN X"i SU r OR Cli�PW NrO;?MITION sUrJECT TOCtIfii WilIKILiz NOTICE EFFECTIVE APP :L 7,20 LIGH'. TRA PANEL TRIP DRECTION Or INSTALLATION 140 C'S ir� LIGHTTRAN �MITTING PAN 05 FASTENER#1 ............. FAS _NER#1 (2EACHt LIGHT IRANSIVIT [ING PANEL TRIM SEE www "WLcame Pt ;LJPH! K 7 z N, )R'A LIGHT TRANSMITTING PANEL TRIM INSTALLATION (OPTIONAL) Light transmitting panel trim is avalahle to cover the exposed insulation at the sides of the light transmitting panel opening. Two pieces of 2Ft;."x3i1,'x10'-3" angle are required per light trarsmittzig panel, This angle is designed to work with e'. her the low or the high system. THE 2;4" LEG IS TURNED UP FOR THE LOW SYSTEM AND THE 31,,4" LEG IS TURNED UP FOR THE HIGH SYSTEM. INSTALLATION PROCEDURE Install panels LI to light transmitting panel run. Do not install clips on this run until first light transmitting panel trim piece is installed. Cut and remove insulation where light transmitting panel is to be located. Leave enough insulation at the top and bottom of the opening to be rolled back, allow - IF,, only the backing to be exposed. Place double faced tope on top of the horizontal lea of the trim to hold the insulat on. Notch In; for back-up plates and install directly under inale, leg of last pallet installed, running from lower light transmitting panel purlin to Upper ]lot transmitting panel purfln. Attach to purlins with Fastener 41. Install clips, Install lower light transmitting parict run panel. Leave upper -most clip off until next trim piece is installed Fold insulation end tab under lower panel and install light transmitting panel. Fold upoer insulation end tab above light transmotting panel. Fold upper insulation end tab above light transmitting panel and install upper light transmitting panel. Place double faced tape on next trim piece and notch for back-up plates. Install directly under male leg of light transmitting Panel and clip ail panels down. CAUTION It is the user's responsibility to ensure that the installation and use of all light transmitting panels comply with State. Federal and OSHA regulations and laws. including, but not limited to, guarding all light transmitting panels with screens, faxed standard railings; orother acceptance safety controls that prevent fall -through. I SUBJECT TO CHANGE WIT Hour NOTICE LV -2;1 0 At to VVES OF PURLIN 24- FFTM, VF N 18 SECTION A -A 7�' 1 Field Located LTP Installation Directions The Field Located LTP can be installed at any time, either during roof instal'ation or after the roof ties been completed, The Field Located LTP may be instai',d almost anywhere in the roof, The LTP must involve at least two purlin spans and must be at least 5 from the eave, ridge or rake. Once the Field Located LTP location is determined, verify the exact purlin location at the tip slope arid down slope ends of the LTP. Cut out the panel flat as shown in the adjanent drawings At the. up slope end only, notch out the panel ribs as shown. The opening for an LTP on a roof with 5' purlin spacing will measure 9'-9" Iona by 18" wide. The opening at the down slope end wit" be 7" from the web, of the purlin. The opo ring at the tip slope end wit be 4" from the web of the purlin. CAUTION It is the user's responsibility to ensure that the ins lalla!ion and use of al:zi light transmitting panels comply with State, Federal and OSHA regul3tions and laws, including, but tilt limited to, gua?ding all light transmitting panels will) screens, fixed standard Tailings, orolher acceptable safety controls that prevent fall -through, UC -52 SEE 113,, Cul,'ZIT !NFOI,'IVl*N SUBJECT 10 CHANCE WIT -IOU I NO z IG; EF FLC: z VE APRIL 7 2b14 Q) IR Z; 140 C'S ir� 05 10 Q WELI Of zq P, PURLIN t?, L2 Ll Z z Q 0 z Q_ `(j Q) Z5 E L2 > Cu 0 LJ vQ 0 0 lu0 Z X 0 0 Z. p Scale: NOT TO SCALE Drown by. Checked by. z Job Number: Erection Guide Sheet Number: ULD9 of 15 C) 0 At to VVES OF PURLIN 24- FFTM, VF N 18 SECTION A -A 7�' 1 Field Located LTP Installation Directions The Field Located LTP can be installed at any time, either during roof instal'ation or after the roof ties been completed, The Field Located LTP may be instai',d almost anywhere in the roof, The LTP must involve at least two purlin spans and must be at least 5 from the eave, ridge or rake. Once the Field Located LTP location is determined, verify the exact purlin location at the tip slope arid down slope ends of the LTP. Cut out the panel flat as shown in the adjanent drawings At the. up slope end only, notch out the panel ribs as shown. The opening for an LTP on a roof with 5' purlin spacing will measure 9'-9" Iona by 18" wide. The opening at the down slope end wit" be 7" from the web, of the purlin. The opo ring at the tip slope end wit be 4" from the web of the purlin. CAUTION It is the user's responsibility to ensure that the ins lalla!ion and use of al:zi light transmitting panels comply with State, Federal and OSHA regul3tions and laws, including, but tilt limited to, gua?ding all light transmitting panels will) screens, fixed standard Tailings, orolher acceptable safety controls that prevent fall -through, UC -52 SEE 113,, Cul,'ZIT !NFOI,'IVl*N SUBJECT 10 CHANCE WIT -IOU I NO z IG; EF FLC: z VE APRIL 7 2b14 Q) IR Z; 140 C'S ir� 05 10 Q -2 zq P, t?, L2 Ll Z Q O Q_ `(j Q) Z5 E L2 vQ 0 lu0 C) (I UJ =l (Jq, Ld U p Scale: NOT TO SCALE Drown by. Checked by. Project Engineer: Job Number: Erection Guide Sheet Number: ULD9 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Sold seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. ORCE3A ENCE3A I,"\ INS( t R ATIOP4 VINYL if fit VAnOBAR <r5R A Yq 1 \ DOUBLE FACED i ,, °;4t t•,• TAPE IA \L\ I I I i/ t \•� F11 � uii I DOUBLE FACED TAIL CUT P t Ty 4NL�R' STEP A STEP B STEP C VINYL VAPOR BARRIER FOLD UP ON SOL &TRIM- ': UCK UNDER AT ENDS rBACK-UP 11.11 9 fl--Ln'"TiANE SEALANT A BO 1 SIDES OF TAPE \.. SEALANT r l I) 4 t '• I `� A --TRI-BEAD TAPE SEALER LiVlo ROWS REQUIRED' _ T -.4-TRIAFtn TAPE SEALER [HW -5041 Bi(KUP FLAME HCOF PANEL (rl'✓v-'76C; IN DOUBLE PACEDT.APE a INSULATION MUST COVER RACK -UP PLATE SECTION A -A E�FEGTtVE AF'.WL ], 2J1n BEE www.lnbct.con FOR C•JRRENT INFOR^4A'[ION Field Located LTP Installation Directions - (CONTINUED) After the metal has been removed from the LTP alae ethyl remove the exposed fiberglass nsulation without damaging the vinyl vapor barrier. This can be aided by carefully run- mro the blade of a utility knife along the edge of the metal atthe opening. Do nit penetrate the vapor barrier. Apply double-faced tape gong the side. of the panel trapezoid on both sides of the opening as shown in Step A. Pull the vapor barrier over the panel ribs, then cut vinyl vapor her. her as indicated by the dotted lines as shown in step B Fold vapor barrier and push tightly to Inc double -Faced tape as shown in Stern C. At bath the up slope and down slope ends, the vapor harder should be tucked under the metal panel, At the down slope end of the opening, install a back-up plate onto the end of the roof Panel, then Install two yew,, of TIE?eat tape sealant across the width of the panel, The up slope edge of the tape sealant should be 3l4" down slope from the edge of the open- ing Apply a liberal head of urethane sealant across the tape sealant at the panel seam on e!Bler side of the opening. CAUTION It ist e, User's responsibility to ensure that the installation and use of all light transmitting panels comply with State. Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fail -through. 5'Ji I V C!'AhGE h zi NCTICE UU-E3 uT ANO RLtJU✓ ._ URETHANE MAIM' ao'rH S DFS " a t -- •-:,;,:- ,e""`?`------'sacK-uR PLATE TP7-SEAL` TAPE SEATER LIGHT T (T4Ve P?415 REQLIRE0% it 1N5FhIT•IN, AN I. ANE 9E.AcNT iuis oF::AP= --TRIREAn TAPE :FALER [I,A L Ir.a.Nss:Thr„ Nnusron. TX177 7 31 4 I­Yi IN EO 35 ', -2 4 Phoenix, AZ YES- P_!24 11 i TX 171-7,11-1211 I ). I, he, IN 9 1 E 1�1 Phoe A7 S5:3J- E:.e4 O zz� tMuctoN. TX 671-713-E2.1,1 InA'.anaPol,v IN ii 1224 Plwenix, AZ SPd 3 f 224 Adai. GAO 4 5 L b k TX 0v- 5,-' 24 R,c',mond VA - '.24 Ade I. GA 60 43 C224 L 'b N T%8 R6 a Poch d VA 0 7296224 Adel. GA B 64. '',4 " LYbbe k TX SCO Se 6:224 R1chmond VAN J, -,i e,.2 24 _Q1 QU j V 33 U '''i, Alar C.A 5 1 - M o IN 3.,0.6 4 Roma. NY 56 r%4 Adan CA ] 2 024 M,+mP,'b IN 3 2.: 6211 Rnm NY Ot ' ,114 f Alienia GAA 6 1 VA ro "' 95'4 .-i M1 Cry, O 1 6 1 CNy, UK d W - 14 Oki .r i,." Ronna. NY td Salt Laxe CI V Y N /1 (� , AMMOY. C CJ 9 rlib Okl h Ory. OK ,.n]�,.:<4 Sal! Laxa Cty IT B) .'J 24n4 AMat LA 1 1.9324 Okl N � G,ry ON 0 9r 6124 Sn1t L k Ciy. IT OOJ L]4 <4JA Atwater, Dak3a, T%o„G5. 62.4 Omaha, NE .:: ),4;A,aI4 .1fi-2404 San A,tonlu T%a,C v36-h11d l:l ` Dallas. Ni9 )Sr: R21' Ol a a, NE 4,045d '_e Sen A,•tonla T%,ul .. m oU 115$211 San Anton o, T%80, 5'!46221 [1letal Roof II'all Sysi l CIL ct L?Q Iy A'ieitrl Roof and 64'all Sit ver s (Metal Roof and Wall Sivi'ms ❑ ❑ O arul nzs I,"\ INS( t R ATIOP4 VINYL if fit VAnOBAR <r5R A Yq 1 \ DOUBLE FACED i ,, °;4t t•,• TAPE IA \L\ I I I i/ t \•� F11 � uii I DOUBLE FACED TAIL CUT P t Ty 4NL�R' STEP A STEP B STEP C VINYL VAPOR BARRIER FOLD UP ON SOL &TRIM- ': UCK UNDER AT ENDS rBACK-UP 11.11 9 fl--Ln'"TiANE SEALANT A BO 1 SIDES OF TAPE \.. SEALANT r l I) 4 t '• I `� A --TRI-BEAD TAPE SEALER LiVlo ROWS REQUIRED' _ T -.4-TRIAFtn TAPE SEALER [HW -5041 Bi(KUP FLAME HCOF PANEL (rl'✓v-'76C; IN DOUBLE PACEDT.APE a INSULATION MUST COVER RACK -UP PLATE SECTION A -A E�FEGTtVE AF'.WL ], 2J1n BEE www.lnbct.con FOR C•JRRENT INFOR^4A'[ION Field Located LTP Installation Directions - (CONTINUED) After the metal has been removed from the LTP alae ethyl remove the exposed fiberglass nsulation without damaging the vinyl vapor barrier. This can be aided by carefully run- mro the blade of a utility knife along the edge of the metal atthe opening. Do nit penetrate the vapor barrier. Apply double-faced tape gong the side. of the panel trapezoid on both sides of the opening as shown in Step A. Pull the vapor barrier over the panel ribs, then cut vinyl vapor her. her as indicated by the dotted lines as shown in step B Fold vapor barrier and push tightly to Inc double -Faced tape as shown in Stern C. At bath the up slope and down slope ends, the vapor harder should be tucked under the metal panel, At the down slope end of the opening, install a back-up plate onto the end of the roof Panel, then Install two yew,, of TIE?eat tape sealant across the width of the panel, The up slope edge of the tape sealant should be 3l4" down slope from the edge of the open- ing Apply a liberal head of urethane sealant across the tape sealant at the panel seam on e!Bler side of the opening. CAUTION It ist e, User's responsibility to ensure that the installation and use of all light transmitting panels comply with State. Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fail -through. 5'Ji I V C!'AhGE h zi NCTICE UU-E3 uT ANO RLtJU✓ ._ URETHANE MAIM' ao'rH S DFS " a t -- •-:,;,:- ,e""`?`------'sacK-uR PLATE TP7-SEAL` TAPE SEATER LIGHT T (T4Ve P?415 REQLIRE0% it 1N5FhIT•IN, AN I. ANE 9E.AcNT iuis oF::AP= Field Located LTP Installation Directions - (CONTINUED) At the up sop end of the: LTP, Install two rows of Tri -Bead tape sealant across its width, up to the horizontal shelf of the Ira, ezoid. The up slope edge of the top run of tape sealant should be from the edge of the LTP. Apply a 3” long bead of urethane sealant that covers the rest of the rib of the LTP and marr,es to the tape sealant. This Should be done on both sides- of the LTP. Cut the "engagement flanges" off of both sides of a back-up plate and install onto the up slope end of the LTP. Lift the metal roof panel at the upslope end o' the opening. While the meal panel is lifted up, slide the up slope end of the LTP (with the bark -up plate engaged on it) under the metal panel for 3•. Once the 3" end lap has been achieved at the up slope end, lower the dgavn slope end of the LTP onto the metal panel. CAUTION It is the user's responsibility to ensure that the installation and use of all light transmitting panels comply with State. Federal and OSHA regulations anti laws, including, but not limited to. guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fall -through. I Y NOT'CE EFFECTIVE APRIL ], 7114 IP,% rASTfry:=R e1E. 1:1.14 X 7 1:'4• --TRIREAn TAPE :FALER [I,A L Ir.a.Nss:Thr„ _ iTWPROAL,. REOL.RED, ) i Slide) It O zz� UP SLOPE END OF LTP PANEL A TE\'R d'P''. -- TRA, A! !'J^,PANEL SEALER ':i IW 5041 T M 2`i-- t2 ROWS REQD.7 ami o 0 0 J O _Q1 QU j V 33 U 4d U W 4 Z f rr^^ vJ � , U i ` PANEL CROSS SECTION ,Jp-;ii SEE warwmbcicom FORGLRRENT INFORMAT!ON T.C"ANOE Field Located LTP Installation Directions - (CONTINUED) At the up sop end of the: LTP, Install two rows of Tri -Bead tape sealant across its width, up to the horizontal shelf of the Ira, ezoid. The up slope edge of the top run of tape sealant should be from the edge of the LTP. Apply a 3” long bead of urethane sealant that covers the rest of the rib of the LTP and marr,es to the tape sealant. This Should be done on both sides- of the LTP. Cut the "engagement flanges" off of both sides of a back-up plate and install onto the up slope end of the LTP. Lift the metal roof panel at the upslope end o' the opening. While the meal panel is lifted up, slide the up slope end of the LTP (with the bark -up plate engaged on it) under the metal panel for 3•. Once the 3" end lap has been achieved at the up slope end, lower the dgavn slope end of the LTP onto the metal panel. CAUTION It is the user's responsibility to ensure that the installation and use of all light transmitting panels comply with State. Federal and OSHA regulations anti laws, including, but not limited to. guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fall -through. I Y NOT'CE EFFECTIVE APRIL ], 7114 IP,% rASTfry:=R e1E. 1:1.14 X 7 1:'4• A h F¢ N h N [I,A L Ir.a.Nss:Thr„ _ FIN L !'' J t, , e• ) i NCL rz O zz� UP SLOPE END OF LTP PANEL A TE\'R d'P''. -- TRI -MEAL TAPE SEALER ':i IW 5041 T M 2`i-- t2 ROWS REQD.7 L 0HT -PAN AITTIMC PANEL —^r^- -- y' 7 1/ MUH.E SOF TAPE :'!`,�(, (Not BY i IR tJ BACK UP PLATE F d 1•.ylo D (.poi - If w-7➢C;07 lr I'Itton fi t d .r Ro Pan SECTION A -A C FAF,- iFr :3L (;w PAh 4trLNG -n PANEL I(*.YGLIfSn. AA Al 1 UP u 7 r ASHER _B DOWN SLOPE END OF LTP PANEL RI BEAD TAPE i-- ,EAL`e:F. RW 5114) (2 ROW'S RED, D,) �FDdv -.yIL iter of '-P'JRLIN Sill, .. 6 rASTENFR X4?l. vttxlhe° o Jr LiFf.9D. t 1 T -0 WASHER n Y SN91 Tih. PANEL U> BACK-UP PLATE �✓- IHw-7Aec1 SECTION B • S EFFECTIVE APRIL ]. 201n SEE wiwe. mis i Fe.evRFh=N'i iNFORMA11i Field Located LTP Installation Directions - (CONTINUED) At the up slope end of the LTP, install six 41E fasteners through the metal panel, LTP and into the bark -up plate. Fasteners should be 11'2" up slope from the edge of the metal panel and spaced evenly across the flat of the panel as showy; in the top hvo drawings. At the down slope end of the LTP, install six #43L fasteners through the LTP. the metal panel and into the back-up plate. Fasteners should be 1 V2" up slope from the edge of the LTP and spared evenly across the flat of the panel as shown in the t c (tom two drawings. CAUTION ' It is the users responsibility ,.lty t-. ensure that the insta!ation and use of all light transmitting panels comply with State, Federal and OSHA regulations and laws, including, but not limited to. guarding all i"ght transmitting panels with screens, fixed standard railings, or other acceptable safety controls that: prevent fall -through. -H ,' .. � �:. tin -6s $�3JECT To i A ,cE wnNc+L'r I c y cE Nm Ston, TX ?{ ]-8t'i Ind poA . IN 900 3 . ' Phoenix. A2 N T d Houston TX 177,7"11-11 " I d" - Iw. , Ili Ba 1 R .4 Phoer h I N &9 33 22n Hot a10 TX 6 ] 3 224 I d P f ' IN 311 Phuen AZ E 33 8.4 Adel. GA a6ti d-::4 Lu k %R"-], L: 'd .4 RIGM1moad YA 0 Joe-:. Adel, GAB 441 4 L'b6o Y HJ -.:d Nichm d VAR 3$'<4 G 4 f 1 L lid k TX ri R'cNm tl Y Adel, A Ali GA d71.512 -62e4 Me b h 1. <r:6 I Rome NV c 5x9 3 24 Atlanta GA 1 '::24 Mer,pins. IN 811)-203 fi 24 Ronne N L 622' Adams GA ] 2 4 M tl IN 6d0 0 62 4 Rowe .. 5 _, Atwater CA Oklannma Lity OK n .: b"':'4 Sa t Laxx L ly UY 7 .1d04 Atwate C (% Ht. .flit Ok3ahoma CNy, CK W I.R22d. Sal! i Lily. Ili fl" K f D.11 t X l 1 bl "113 Oki a C ty, OS %ii:1 Se9i Mak y X r v. /� :< c ,. ®R D41— TX Eli 663 6224 Omaha, NE R ,',.45e 62. t San Aatomo TX !. illi,_. 60:4 olll s Tx N 0litil d ! OrnaNe. NE W: • 86 6224 San Anian,o.. TX ,vo-75o-e.'A Dslias. TX hl., dam+..'.a OmaKa NE R00 1638.21 Bau Anter �o TX .Oo 59,1a_-4 (Meru/ Roqf and Wall Systclnv Afetol R(,af and Wall SYsterns Nii Roof and Wall . T vfcins I RI BEAU TAPE SEALER \ REPAIR CAP —� \ - \ '__ UFETHANE (Hw 1 � 21(!] SEALANT (Both Ends) 4 x 1,4 a-1 i., T TRA! M'T`.NG D'rl ,..—__ '/'._RF.PAIr2 CAF 1 4X' L TEK in` x u o //" , l I r EACs E fi •At X: UP SLOPE END OF LTP PANEL r LIOtiTTRAr1;',iITTING +[ FAVI, �, 4-.X7'6+'L -REPAIR CAP MY A} A\. HW 21D -NG IJFF° a I it .p` o -t a. I - Eh- .. ne ._ , 0:FA AER.:-1tF14X 1 .: e,^, '-iit FAETENEr 442L 1r411X 114 LONGLTIi U iltIMIM LAPilNDS 1,6NGIAlif,S 11F0 0 VHStfR DOWN SLOPE END OF LTP PANEL ,... REPA I CAP [F':i7ilbl JrfY 1AST hFP 44 I d 'LA'TEK . G e IF S•Rri JI GFn'.n•yr.0 • I & h'E Hiom;; ilk 1 AP HA. ER 11r,', 11,41 DU"R APE r. _ � :OPT ft4NoAa.ITTi:'Je FAYE_ I panel t SECTION A -A VL 56 SEE www mbc,.com r, 2 t,J %I'tENT lNf �!ih1ArI0N SUBJEC:Y i:i CHAN�aL Field Located LTP Installation Directions - (CONTINUED) Install Tri-Rtapesealant on the inside _eat and along the full length of two repair caps. At each end of both repair caps. apply a liberal amount of urethane sealant in the rib and up both sides. Install the repair caps to either side of the LTP. The repair caps should extend past the LTP an equal distance at both ends While putting moderate foot pressure on the repair cap, install Fastener #4 at 6" on center. Fastener must penetrate through the tape sealant on the inside of the repair crap and into panel side cinching repair cap tight. It is best to pre -mark the fastener locations and start in the middle of the repair cap and work towards hom ends install ng the fasteners. When repair caps are attached, inspect the up slope end of each to Insure that the ure- thane sealant completely sealed the repair cap to the panel and that there are no voids. If any voids are found, inject more urethane sealant into the area and finger wipe. CAUTION It is the user's responsibility to ensure that the installation and use of all light transmitting panels comply with State, Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptah!e safety controls that prevent fall through, �.._. ..._.... PREFORVI \ FORA' 12 2,' 6 T.-- SCRIBE LINE END DAMPFIR CONTROL ARM ENO SKIRT --t FA51 ENER IM END CAP EFY-ECnVE APP L'. 2014 I cF'F�EC T u t: -„Fa!L ?, 2014 SE' www.rt:bcl.com F It 'UnFtEFiT ! J.:1A'':GN NOTE MBCI does not recommend the use of a ridge ventilator on standing seam roof systems. Sidewat or endwall exhaust fans or other ventilating methods should be con- sidered. These details are for your conve- rience only. Only a 9” ridge ventilator rite. be used with this SSR system. Do not use ridge ventilators on any roof over 200' in width or with a slope less than 1:12 or greater than 6:12, INSTALLATION Turn venfi;ator over and place gently on its top. Note that the end cap is pre formed for a 1:12 roof pitch. The five bench mark dots represent 2'.12, 3.14 4:12, 5:12 and 6:12 roof pitches. Draw a line between indicated corners and the appropri- ate dot for the roof pitch. Cut and remove that porton o n cap. On 5:12 and fthe etc p e 6.12 roof pitches see vent manufacturer's special Instructions for the installation of the vent skirt The end cap Is now ready to receive the end skirt. Position end skirt onto end caa. Be sure the down -turned angle of the end skirt is inside of and up against the end cap. Attach end skirt to ventilator end cap with Fastener #4 n four p''aces. SUBJECT TO CHANriE w'II'HOUT NOTICE L:C1.'i7 URE SEA! 'TRI -BEAU TAPE SEAT J FAS rENER4 END EKIKT'—'� �— END SKIRT �^ FASTENER 44 RIDGE FIA H.NG — RIDGE FN D CAP -� VENTILATOR—\ END CAP '$ URETHANE SFA;.ANT ^-�''�1 / i' �% `-TUBE SEALANT e — FASTENFR 94 R' RIDGE VENTILATOR INSTALLATION (CONTINUED) After Tri -Bead tape sealer ties been applied to top of outside closures install ver tilator in proper location. Be. sure to center in open - ng. Attach ventilator to outside closures with Fastener #4 on 6" centers. Use tube Sealant to seal between the outside of the ventilator and the end skirt. Install the ridge flashing as In Step 14, except for these pieces on either side of ventlla- for. These will lay on lop of, and seal to, the ventilator end skid with a ridge end cap. Use Tri -Bead tape sealer to seal the ridge end cap to the ridge flashing and the end skirt- Use Fastener #4 to install the end cap. Six fasten- ers are required to tie the end cap to the ven- tilator end skirt. Eight fasteners are required to tie the end cap to the ridge flashing. For continuous ventilators install arid skirts on both ends of the first ventilator and one end of al': following ventilators Attach ventilator to outside closures as out- lined above. Install an additional Fastener #4 through the corner of the side skirt and into the end skirt. Do not connect more than 4 vents to the same linkage. UJ -SN SEE www.mbcl co,n VOR CURRENT INFCIRMAIION SUejEC1 TO CHANGE WITHOUT N0_- IC EFF EM IVE APRT L 7.211'4 The engineer whose seal appears hereon is an employee for the manufactu rer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A N h N _ E o NCL rz O zz� `• N C tn O e. ami o 0 0 J O _Q1 QU j V 33 U 4d U W Z ❑ rr^^ vJ U 0 rr^^ U U m oU �U L_ O l CIL ct L?Q Iy ❑ ❑ O lb 2 y vQ L: Z o II I U ro mw ro U w O Scale: NOT TO SCALE Drawn by. Checked by. Project Engineer.- ngineer:Job JobNumber: Erection Guide Sheet Number: ULD10 of 15 The engineer whose seal appears hereon is an employee for the manufactu rer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A RIDGE VENTILATOR FASTENEh'#4 I (135 O. C.) I! I TRI BEAD 1 TAPE SEALER NOTES: ONLY 9" RIDGE VENTILATORS CAN BE USED WITH THIS SSR SYSTEM. DO NOT USE RiDGE VENTILATORS ON ANY ROOF OVER 200' IN WIDTH OR WITH A SLOPE LESS THAN 1:12 OR GREATER THAN 8:12. SEE PAGES UD -24 AND UD -25 FOR FASTENER SELECTION. EFFEc, WE APRIL 1.2014 513E www.mbctcm, FON CJRRENT INFORMATION 2UF,.Ecr-:VCHAN,EW.rHi,U: NcMCE Ju -691 welffiffma FASTENER it 1 E ,. I (3 PER PANEL) RIDGE FASTENER #;-.� -� 1• `���. 1-<" % FLASHING TEN R#4-\ b A \ l I l \ METAL VENT k \\ ,t � \t l+ HV 525l!• T l-iri{I''7•"� i 1G a nPka' �- VENT IOATERIAI_ PANEL 7 - ' T'Y _-- // H GI tl F' 14IT1 / t ._ 'I ; 1J f T�", / 7 EPI ✓Eiv T? FAST' ::NER# E -a / 1 A (SPGR PA '!EL) I ' (i PER PANEL FOR it 12"N DE PANELS) 4 1 PAP LCi.!P FASTENER'.,1 - 7 ' t -TRI READ BACK-UP PLATE ...-� _. (2 REQUIRED) FURI IN i 1 TAPE SL.AI_FR O 1 TSI :F CLOSLIR r FASTENER#1E v PER PAN 11 4{ , �'-- FASTENER -= 2 FLASHING E"UC \ FASTFNFR 11 6'0 1 FLl FORATCD y° A�T, >," IVENT DRITt FL24 � ', 1 / UItr,l Dek" PANEL "iimia' t -t i 11 Ff TFNFRd1F- 16 PER ., PA lE_) i (4P.PANF' FOR 12 -IN DE PANELS) PANEL CLIPFASTENER 41 7. PLIRLI?! �/ -----j�TR L READ BACK UP PLATE -1 (2 REQUIRED) ' TAPE SEALER -.._ OUTSIDE CLOSURE .):).60 SEE www FFbc,. FOR CURRENT INFJRMAT!ON $U8JECT TO CTIANGE'V, TF0QT NOT CE EFFECTIVE APR!- 1, 201' 7 -UPPER Jltra Dek` *-_� t •\ PANEL FA:'TENER#tE FAS'ENFR#1F 't-- ` „� ''Jl (11 PER FNDt.AP) {V - - (11 PER END' I', INSIDE ` J INSIDE BEAL) ---.R 3FADt CLOSURE -'\ ✓ APE SEALER CLOSURE-'- \, t.. 1'P SEALER FASTENER#1 LONER -'.2- `mak FASTENER S PANTLOWER Wt L �/� i PP.N'_.L : - '� }� !�l j'� i2) PF.R CL.^,SURF. PANEL `` - '�. y \ t21 PLR CLOSURE FIXED ENOLAP t�w,+*x� L04V 41 ED 51. r lJ "-PLAN -1FIXED 4321 f;,LII �`� PLATE (1-10,176361 /lJ�"` \_ FASTENER 41 LOW SYSTEM is u HIGH SYSTEM (e O.c ) ADDITIONAL FASTENER1E. / Jt Delo" R _ 'CEN PPC PI INCHF \ I IPPrR PANE:. HOLES /� \ -FAST N-R#IE °.45'ENFR#1.- % r INSIDE CLOSURE. IN PRC -PUNCHED rr`/,' ��°Tq[ a I ° . °' �f�'\\•. W.A L PANEL THICKNESS SS 1 1l r -GU TLR TRAP FASTCNSR#14 i� / r ultra-Dck' ' -FLOf TING O1N EAJC P�A`E (H:ti 79171 t,/ / �Uw'ER PA PIEL \ M1 FASTENER il I/ A 1 _),t .� --{ Ult:a D PANEL �- 'I� - ,t #� ice- k�;'. INSULATION FASTENER LOCATION 1.- FASTENER #"E TRI -BEAD ,-INS 1 E CLOSURE TAPE SEALER' t �:. �t ' ✓, 1 / T- FASTENER 0,14 ' FASTENER#- f! i r. I AT 12"OC_ ( ASIL EfAC FD TArf � If .._. FAJL EN -R A- '-1 -� / FASTENER I OFrSET PANFi. I CAP TRIM1d \ TRI READ \ TAPE SEALER 4f/.,. CUTTER `- FASTFNFR in -- IndUnapp w, IN WC 735 6224 PI-ueni,i AZ 665 33 6224 WALL FLnATiNG H:(;H� I ( PANEL EAVL PLATE Dr)JS_EJ ........... a FACED TAPE LBW SYSTEM1_ � L:-% BOx PR4A 'INSULATIONS Hlcnm d Mfj- I HIGH SYSTEM Adai GA 4.' -III EAVE Hcbmo d VAN U-1 �fi;!2a At In GA 377 5126224 Me chis N E C, 216 '.224 U All 1, m,TX r i i 52,,1 Adel GA HN d4 .-4 1 r r• IN am 6 az24 P L GDP N TX.LO 125 vnpanix u aa3 s ,:a!11i11f:JJM1H-1--177-111-1221 -,e Richmond VA,1(.C1 '.- _. O 0- A.1C Adot CA C4 21 Ui I. 1N PO . 24 1 b k TX -0010- 29.4 RhPenix AS F Richmond , :.'.2-0 Honst TX 87-134224 Adgi GA at :2"4 1 1' nap los tN f > d 21 LubbocN. TX p d. a Pha I d, N 3',292' Ricn d . T20 ,i2?4 Sa!t Laka C y UT 1)»-21p4 AtwnUr CA 4 X H1 ild OX h me C ty, OK k '. Fi?4 Atlanta, GA n ]., .dl[' -.0is, TN H,Al.1'a-i 214 R -ii NV 60f U9 C•224 Atworer CA i F i>>4 DMI Oty, OR Nu. 'A1 -,;?24. AtlarvU, CA 1 ,I.-:ul•1 MPn pP v, TN N.01:6-,...24 Ramo. NY aY 55, R, In Allantn, f b .12 c'.:'24 Mgmp'i q, IN o. 2'Y-b2i4 Rgmq, NY t.. ,;.i;124 Or aha. NE ell: 5n -s:2. San Mtun u i % ,.:0 .. rb ,c2a lJ AkwaI CAS O' N. In City..e­­,:­. Salt Lake City Ell -Y' 1:1494 Lia��� '',, AM� , CA CJ -k 9-.a-4 Oki a Cit,, OK C-.. .,:24 Sat I.-etyUTE CN:'1:2. 4 _. CA 2.9315. Orin o City OK 6' 9, 0224 SlL City, UT C00-674-204 Metal Roaf and Wall SY%Terns Metal Roof will Wall .Sy'strms w Dal .q T%3.., 6,:,i.2n. On aPn, NE 1,t:C ••:4' ,te 1 San AII.N. TX ,,,e 111224 II�z V Dal -is. TX 9. R..a-522 O e a. NF... Pa6b ..:4 Snr. A -fen TX WC -F -U24 Della IF .0 ..,, `0 Omaha NF 3. 4ltg2N San Anferi o, TX 66, s9 S24 ^ ®R .,fatal Roof and 11 all Sfis;ems Aletal Roil,rmd Will sapstenis Afeiral Roof and 11'itll Systems W� RIDGE VENTILATOR FASTENEh'#4 I (135 O. C.) I! I TRI BEAD 1 TAPE SEALER NOTES: ONLY 9" RIDGE VENTILATORS CAN BE USED WITH THIS SSR SYSTEM. DO NOT USE RiDGE VENTILATORS ON ANY ROOF OVER 200' IN WIDTH OR WITH A SLOPE LESS THAN 1:12 OR GREATER THAN 8:12. SEE PAGES UD -24 AND UD -25 FOR FASTENER SELECTION. EFFEc, WE APRIL 1.2014 513E www.mbctcm, FON CJRRENT INFORMATION 2UF,.Ecr-:VCHAN,EW.rHi,U: NcMCE Ju -691 welffiffma FASTENER it 1 E ,. I (3 PER PANEL) RIDGE FASTENER #;-.� -� 1• `���. 1-<" % FLASHING TEN R#4-\ b A \ l I l \ METAL VENT k \\ ,t � \t l+ HV 525l!• T l-iri{I''7•"� i 1G a nPka' �- VENT IOATERIAI_ PANEL 7 - ' T'Y _-- // H GI tl F' 14IT1 / t ._ 'I ; 1J f T�", / 7 EPI ✓Eiv T? FAST' ::NER# E -a / 1 A (SPGR PA '!EL) I ' (i PER PANEL FOR it 12"N DE PANELS) 4 1 PAP LCi.!P FASTENER'.,1 - 7 ' t -TRI READ BACK-UP PLATE ...-� _. (2 REQUIRED) FURI IN i 1 TAPE SL.AI_FR O 1 TSI :F CLOSLIR r FASTENER#1E v PER PAN 11 4{ , �'-- FASTENER -= 2 FLASHING E"UC \ FASTFNFR 11 6'0 1 FLl FORATCD y° A�T, >," IVENT DRITt FL24 � ', 1 / UItr,l Dek" PANEL "iimia' t -t i 11 Ff TFNFRd1F- 16 PER ., PA lE_) i (4P.PANF' FOR 12 -IN DE PANELS) PANEL CLIPFASTENER 41 7. PLIRLI?! �/ -----j�TR L READ BACK UP PLATE -1 (2 REQUIRED) ' TAPE SEALER -.._ OUTSIDE CLOSURE .):).60 SEE www FFbc,. FOR CURRENT INFJRMAT!ON $U8JECT TO CTIANGE'V, TF0QT NOT CE EFFECTIVE APR!- 1, 201' 7 -UPPER Jltra Dek` *-_� t •\ PANEL FA:'TENER#tE FAS'ENFR#1F 't-- ` „� ''Jl (11 PER FNDt.AP) {V - - (11 PER END' I', INSIDE ` J INSIDE BEAL) ---.R 3FADt CLOSURE -'\ ✓ APE SEALER CLOSURE-'- \, t.. 1'P SEALER FASTENER#1 LONER -'.2- `mak FASTENER S PANTLOWER Wt L �/� i PP.N'_.L : - '� }� !�l j'� i2) PF.R CL.^,SURF. PANEL `` - '�. y \ t21 PLR CLOSURE FIXED ENOLAP t�w,+*x� L04V 41 ED 51. r lJ "-PLAN -1FIXED 4321 f;,LII �`� PLATE (1-10,176361 /lJ�"` \_ FASTENER 41 LOW SYSTEM is u HIGH SYSTEM (e O.c ) ADDITIONAL FASTENER1E. / Jt Delo" R _ 'CEN PPC PI INCHF \ I IPPrR PANE:. HOLES /� \ -FAST N-R#IE °.45'ENFR#1.- % r INSIDE CLOSURE. IN PRC -PUNCHED rr`/,' ��°Tq[ a I ° . °' �f�'\\•. W.A L PANEL THICKNESS SS 1 1l r -GU TLR TRAP FASTCNSR#14 i� / r ultra-Dck' ' -FLOf TING O1N EAJC P�A`E (H:ti 79171 t,/ / �Uw'ER PA PIEL \ M1 FASTENER il I/ A 1 _),t .� --{ Ult:a D PANEL �- 'I� - ,t #� ice- k�;'. INSULATION FASTENER LOCATION 1.- FASTENER #"E TRI -BEAD ,-INS 1 E CLOSURE TAPE SEALER' t �:. �t ' ✓, 1 / T- FASTENER 0,14 ' FASTENER#- f! i r. I AT 12"OC_ ( ASIL EfAC FD TArf � If .._. FAJL EN -R A- '-1 -� / FASTENER I OFrSET PANFi. I CAP TRIM1d \ TRI READ \ TAPE SEALER 4f/.,. CUTTER `- FASTFNFR in -- IndUnapp w, IN WC 735 6224 PI-ueni,i AZ 665 33 6224 WALL FLnATiNG H:(;H� I ( PANEL EAVL PLATE Dr)JS_EJ ........... 1'.-{lN.!51a' FACED TAPE LBW SYSTEM1_ � L:-% BOx PR4A 'INSULATIONS Hlcnm d Mfj- I HIGH SYSTEM Adai GA 4.' -III EAVE NOTES 1. This special detail is for use when a panel run exceeds the thermal movement capabilities of the panel clip. Please refer to page UD -3. 2. A positive panel attachment is made at the mid -point in the panel run allowing for thermal movement 'TO the eave and ridge, 3. The standard floating ridge condition must be used in conjunction w'Ith this special cave detail. 4. 'The floating eave plate mustbe used to allow for panel movement at the cave. 5. Refer to page UD -2 for maximurn clip movement in each d rect on.Thernlal caoC,1.tions must be. performed for each project to ensure that the thermal movement of the roof will not exceed the design of the clips and slot in the special eave plate. RI '+ 4 www. FOR UR EN' I' WF-R.1ATION TJ3,ECT.T .'H.N'GE W: Ti u NOT1. LJO,1,1 EFFECTIVE APRIL SEE mbci com ,H Ot, HE u r $., ,EO TO I .LTCE 1D.1 ROOF CURB CROSS SECTION Un 62 S :L www.mba cam I OR CJ ,LNT' iNFORMANON SUEJ[,,. TO "HAI� ROOFCURB INSTALLATION The manufacturer recommends that only one- piece aluminum curbs be used on it's stand- ing seam root systems, The curb flange is constructed to match the configuration of the panel. The side flange extends to the next nat- ural seam in the roof panel and conforms to the seam configuration. Cap strips, furn,shed bythe curb manufacturer, secure the curb to the roof panels. The roof curb is installed under the roof panels on the upslope end and on top of the roof panels on the downslope end. Support framing should be installed before curb installation. Back-up plates (for the roof panels at the down slope end of the curb), a floating eave plate (for the upslope end of the curb), long -life fasten- ers and Triple Bead tape sealer must be ordered for each curb, These curbs may be installed as the roof is being installed or after the roof has been installed- Since the curb sides are an integral part of the roof seam, the curb must align with the roof panel seams. if the curb can be shifted up to 12" to either side, the curb can be pre -ordered and be nstaJed with the roof panels or installed after the roof is in place. If the curb placements critical, install the curb support framing at the desired location and roof over it. Measure the panel rib locations in reference to the required curb opening and order the roof curb for each location. The curbs can then be installed in each location, ensuring an exact fit. Af Tt N )GN All cuts 1 1u. t be inetilied over stapx;oli -ra n no supplied d by One ms al build- 410 T ild- ;tx1 riinufaclVire, Ot Vic Curn, slip i. Ir. Sup,uort fritning must tae property #ocat- d to Provide cn a ap gond tio+" at upozope atid doronslope, slid,, of thd Curb, RF -r to, € oof ctab Cross ReCtloin for cf rt cal dimension F. WARNING It' IS the: user r€.. s.a s ility 0 ensure that open•r-gs cut citta the roof for Instal- lation of roof Curtis comp':y v.Ith State, Federal and OSHA retlulaticns and laws, ir3ctUdl bre not 1. ,.t' -.d to guarding roof opc ,gs s plywood, fixed stan- dard ra-lings, Or ottaar ac rg able safety controls that prevent fall -through, NOTICE Ur'LCnVCAPii.?, 201A LOW HIN713171; LHIGH HW 761A_ EFFECTIVE A'fiI. 7, 2-114 LOWER PANELS,AT CURB SEE -11,cl.com F,.T »F, .r_NTI, ,Rk .!N INSTALLING CURB WITH ROOF Install curb support framing at curb location. Install full length roof panels up to curb loca- tion. Install lower panels at downslope end of curb. If the lower panels are field cut to length, you must (1) cud the downslope end, leaving a factory cert at the curb end or (2) if the curb end of the panel is field cut, notch the male leg as it is done in the factory. Place Triple Bead tape sealer across the full width of each panel as it is installed. To determine how far down on the panel to place the tape sealer, temporarily lay the curb in place and mark the down slope edge of the curb on the first panel, This will give you a reference point as to how far down slope to place the tape sealer. It is critical that the tape sealer be installed across each panel individually so that the tape sealer can be placed over the male leg. This will provide a seal in the panel seam wh.er. the next panel is installed. Install back-up plates onto each of the lower panels. VUFARNING3 It is the 'users rv4tnnsibiliay to ofltIt,Ie That ope4 mpq call into TIRE ran for t4)a.- It,tion cis roof clgt)ecomply with t,4azte, 'r .. 3 ,rat and OSHA f.Cl 1.3 3 3.1'5 and lavvel, including but not limited to guarding roof ope.ningt with plv,,A,od, flxeel stau- d T 1 . 7S,S5 oT Lather acc pta> #P S 1NAy' cont pis 01"A prevent fat•throu^t SUBJECT TO CHAN ,A•ITHOIJI' NOTICE W 163 INSTALLING CURB TRIPLE BEAD TAPE SEALER �\ ,.'vim WITH ROOF f- FASTENER # 113 FLOATING CURB (C, -)PER PANEL_ (Continued) Install the roof curb on top Of the lower roof panels and the curb support framing. Do not attach the curb to the support framing as this \~\ f may prevent the curb from floating with the roof. Fasten the down slope end of the Idf gutta to the lower roof panctl; and back-up plates with Fastener #1E as at a standard end':ap. This will require six fasteners in the pan of the panel and one in each trapezoid for a total of eight fasteners per panel. Fasteners e \ % must go through the Triple Bead tape sealer. BACK-UP FLAT E- PURLIN --"""� LOWER PANELS AT CURB TRIPLE BEAD -� TAPE SEALER / MALE LEG OF PANEL URETHANE --- SEALANT'r Ops Ct/C,�•-�. N..`r�tl,q Hui sIw! tX 1 5124 Ind P k IN JO - :224 PPp k, A2 C -5 4 Mop TX 2 ] 6221 IndUnapp w, IN WC 735 6224 PI-ueni,i AZ 665 33 6224 I Houxt.+n TX 6 113 .229 t d- .oils IN 9) i3.,-8224 PM1ueni Ai PA 3�d224 U Atlel, GA a.iR fi _24 Luhbp M 1%E'' 1...4.224. Richmond VA h 1..011» Adel, GA b4a'R-a L DD TX ';x '. -'1.4 Hlcnm d Mfj- Adai GA 4.' -III L.1,1-. i%act r5E-4114 Hcbmo d VAN U-1 �fi;!2a At In GA 377 5126224 Me chis N E C, 216 '.224 Rome NY E ...9- 224 Atlanta GA:, . ._24 te,,, phis, IN e0.-20> 8224 Ronw, NY 30, 55+-62['. O 0- AtWel GN U7,112 -t224 . Mempli s. TN 6C{. 6^35.6224 Roe ll NY"5.: F22d Atwater CA 1.: :,:./4 Okl h C'ty, OK? 5r :4,x.4 Sa!t Laka C y UT 1)»-21p4 AtwnUr CA 4 X H1 ild OX h me C ty, OK k '. Fi?4 Satt t. C ty in &' - I Ja:k �/�} Atworer CA i F i>>4 DMI Oty, OR Nu. 'A1 -,;?24. Salt LSM CIty, UT `J ,4.2444 0, peltas, TX 800 653 6225 On,ahs, NC E ,:.d.6-62_ 1 San A-- TX WJ 5..a-522.1 DailMs. TX E 0 F5: F,21 Or aha. NE ell: 5n -s:2. San Mtun u i % ,.:0 .. rb ,c2a lJ Pallas, TX EA o.+1 t 225 OrngY a, HE a0,. 156 6224 San Amonio TX 600693 6224 bfetctl Roof acid trail Susicills U Metal Roaf and Wall SY%Terns Metal Roof will Wall .Sy'strms w vZ C ROOF CURB CROSS SECTION Un 62 S :L www.mba cam I OR CJ ,LNT' iNFORMANON SUEJ[,,. TO "HAI� ROOFCURB INSTALLATION The manufacturer recommends that only one- piece aluminum curbs be used on it's stand- ing seam root systems, The curb flange is constructed to match the configuration of the panel. The side flange extends to the next nat- ural seam in the roof panel and conforms to the seam configuration. Cap strips, furn,shed bythe curb manufacturer, secure the curb to the roof panels. The roof curb is installed under the roof panels on the upslope end and on top of the roof panels on the downslope end. Support framing should be installed before curb installation. Back-up plates (for the roof panels at the down slope end of the curb), a floating eave plate (for the upslope end of the curb), long -life fasten- ers and Triple Bead tape sealer must be ordered for each curb, These curbs may be installed as the roof is being installed or after the roof has been installed- Since the curb sides are an integral part of the roof seam, the curb must align with the roof panel seams. if the curb can be shifted up to 12" to either side, the curb can be pre -ordered and be nstaJed with the roof panels or installed after the roof is in place. If the curb placements critical, install the curb support framing at the desired location and roof over it. Measure the panel rib locations in reference to the required curb opening and order the roof curb for each location. The curbs can then be installed in each location, ensuring an exact fit. Af Tt N )GN All cuts 1 1u. t be inetilied over stapx;oli -ra n no supplied d by One ms al build- 410 T ild- ;tx1 riinufaclVire, Ot Vic Curn, slip i. Ir. Sup,uort fritning must tae property #ocat- d to Provide cn a ap gond tio+" at upozope atid doronslope, slid,, of thd Curb, RF -r to, € oof ctab Cross ReCtloin for cf rt cal dimension F. WARNING It' IS the: user r€.. s.a s ility 0 ensure that open•r-gs cut citta the roof for Instal- lation of roof Curtis comp':y v.Ith State, Federal and OSHA retlulaticns and laws, ir3ctUdl bre not 1. ,.t' -.d to guarding roof opc ,gs s plywood, fixed stan- dard ra-lings, Or ottaar ac rg able safety controls that prevent fall -through, NOTICE Ur'LCnVCAPii.?, 201A LOW HIN713171; LHIGH HW 761A_ EFFECTIVE A'fiI. 7, 2-114 LOWER PANELS,AT CURB SEE -11,cl.com F,.T »F, .r_NTI, ,Rk .!N INSTALLING CURB WITH ROOF Install curb support framing at curb location. Install full length roof panels up to curb loca- tion. Install lower panels at downslope end of curb. If the lower panels are field cut to length, you must (1) cud the downslope end, leaving a factory cert at the curb end or (2) if the curb end of the panel is field cut, notch the male leg as it is done in the factory. Place Triple Bead tape sealer across the full width of each panel as it is installed. To determine how far down on the panel to place the tape sealer, temporarily lay the curb in place and mark the down slope edge of the curb on the first panel, This will give you a reference point as to how far down slope to place the tape sealer. It is critical that the tape sealer be installed across each panel individually so that the tape sealer can be placed over the male leg. This will provide a seal in the panel seam wh.er. the next panel is installed. Install back-up plates onto each of the lower panels. VUFARNING3 It is the 'users rv4tnnsibiliay to ofltIt,Ie That ope4 mpq call into TIRE ran for t4)a.- It,tion cis roof clgt)ecomply with t,4azte, 'r .. 3 ,rat and OSHA f.Cl 1.3 3 3.1'5 and lavvel, including but not limited to guarding roof ope.ningt with plv,,A,od, flxeel stau- d T 1 . 7S,S5 oT Lather acc pta> #P S 1NAy' cont pis 01"A prevent fat•throu^t SUBJECT TO CHAN ,A•ITHOIJI' NOTICE W 163 INSTALLING CURB TRIPLE BEAD TAPE SEALER �\ ,.'vim WITH ROOF f- FASTENER # 113 FLOATING CURB (C, -)PER PANEL_ (Continued) Install the roof curb on top Of the lower roof panels and the curb support framing. Do not attach the curb to the support framing as this \~\ f may prevent the curb from floating with the roof. Fasten the down slope end of the Idf gutta to the lower roof panctl; and back-up plates with Fastener #1E as at a standard end':ap. This will require six fasteners in the pan of the panel and one in each trapezoid for a total of eight fasteners per panel. Fasteners e \ % must go through the Triple Bead tape sealer. BACK-UP FLAT E- PURLIN --"""� LOWER PANELS AT CURB TRIPLE BEAD -� TAPE SEALER / MALE LEG OF PANEL URETHANE --- SEALANT'r Ops Ct/C,�•-�. N..`r�tl,q MINORIO TAPE -}i SEATER UPPER PANEL. E' Tr 1 TRIPLE BEAD TAPE AT CURB \- ,, .c< `��"',it`.,!. _ RIP __.. WARNING Itis the user's mslson_r,,: ttV €') em>l'oA, t>=•at op rl nq% cut into the,, roof for insla!- 1,10on of roof cures Comply with 4i"„Ste. INSIDE Federal rind OSHA rb:cngsti yes and laws CAP CELL inrludlno, but net lirri1ti'f to guar; ;g, roof openings avis€? p!ywood, flXed stain eaid ra r< inr Qth, t a 1.". , tly girt_it,ois £r . € pre'vorif,. t„I T..roubt,. i le` \ \ TOWER PANELS ' AT CJRB Install Triple Bead tape sealer across the width of the upslope end of the roof curb. Use the down slope end of the Inside cap cell, which is welded to the roof curb, aS a guide for placement of the tape sealer. Apply minor rib tape sealer to the underside of the minor ribs on the down slope end of the upper panels, Install the Upper panels with Fastener #1E as at a standard endiap This will require six fasteners In the pan of the pane: and one in each trapezoid for a total of eight fasteners per panel. Fasteners must go through the: Tnpl:� Bead tape sealer. The down s'':epe edge of these panels should be flush with the down slope edge of the inside cap cell, Apply urethane sealant to the male leg of all panels &ectly over the inside cap cell This wi" prevent water infiltration through the end of the panel seam. UD -61 FORMATION Su3JLCI 'I'O CHANGE Wnt`rJT NU -ICE ❑ i.C'11VL ATIRI 7, 2014 N Job Number: Erection Guide Sheet Number: ULD11 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Sold seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A N U c EO c c 5 o j ZE y C U U Q� O 0- 2 ❑ U O U 2 11 to c �c 0 00 �v o �L2 Q� 2 U 2 0 w vZ C II�z o � U LJ 3 ID U LJ O Scale: NOT TO SCALE Drawn by. Checked by. Job Number: Erection Guide Sheet Number: ULD11 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Sold seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Houston, TX -,".71a.11,211 lrdltr.pli, IN 4(10 35.6224 PlreaniX AZ V,d }'. -4 �.a/' Nouxtun TX 3--"24 HaNxten. TX 23 I t polls IN 10 .5 22, Phuen z Al bFd ,-1"-. HOPst T%d. 'Y3 E224 ind'anaPolrx PN 9 I fi 1 Phn A2 9A: 3'8214 Plloar AZ 8835336224 H tl IIA t fi Adoi, GA 8043 A L tt L Tx. 0 11 224 Ri<hnrond VA _ ,°_-'GAR] I Adel, GA K i -0 4 Ade', GAA L i St 4 L hb k Tx 'C�.. `a3 2a Richmond VA ? 9J.24 ACei GA 011 , 6224 L bbach T% 1 Ll;e Rlen d VA '1 72? 224 cnm : - Rome NY 5 i$ 4 R'. M 4 a. TN x,. 2t Rema. NY AKA' 1101 Rom., NY 0 9 2 :, Abflnfa, CA 11 fi'14 M Pn<a. TN E,O B -L4 Roma NYk 556214 Ati G P 2-224 M ria TN3 111-62" Rnm NV M. Fit-Okl %ftlop //��% M10 City OK L alu...4 illi( Laka C ty UT 2494(1,,AMa` salt Lake C N N1 ':.- 14!13 AN+are CA NT :14 CA C 1, 9.:'12.1 Okl h City, OK 10. -624 ', Salt Li k Cry UT C,!174.4n,1Atwat TM LA J2 93.1 Dal<as TX 3.612» Oki Roma Cr OK ) ;224 Or>aha M1E 5..(J�,641^. Balt L O /. UT 600E d 2404i%6.. San AntoMo TX d:',-,.. 9 C:'.[± rB.5.t214 fMraha, NE i43aP h2:.A Bnn Antunb TX Y .. ;';rP. !,'124 4lR7as, t'lefal Roof Intel III, till S t!'/71S Welal RU(lf and }Nail .S.L,,Ptc'la.! TX l.J-5.;. Bi!' O aba, NF N.01Pd .:4 bar A vun a aC' )P.-f1.•J .9 , U U w Metal Roof and IVal/ SlymeYYIS JRLTHANE SEALANT EFFEGnVE APRIL 7, 2014 SEE -,,Y, bd.com FOR CURRENT INFORMATION INSTALLING CURES WITH ROOF (Continued) After all upper panels have been installed, install full length panel at side of Curb. This panel will engage the male leg of the adjacent upper and lower panels. The female leg of this full length panel will overlap the leg or the roof curb. Cap strips will be installed, full length, along both sides of the curb to seal the curb to the roof panels. Tum the cap strips upside dawn and install Tri Bead tape sealer to both sides and along the 'till length of the cap strip. Lower edge of tape sealer should be flush with the lower edge of the cap strip. Apply a generous bead of urethane sealant at both ends of the seam portion of the cap strip. install each cap strip over the Gurb/roof panel sidelap with the lower end of the cap strip even with the lower end of the curb. Force the cap strip down tightly to the curbrroof panel sidelap and fasten both sides with Fastener #4 at 6" on center. INSTALLING CURB AFTER ROOF INSTALLATION When curbs must be installed in an exact location, the curb support framing can be insta led before beginning the roof. When a curb is to be added after the roof is installed, the curb framing must he installed frorn below the roof after the roof panels have been cut for installation of the curb. After roof is installed, identify the exact location for 'he curb. Measure from the center of the Inquired opening to the nearest panel rib in each direction. Also, determine how many panels will be affected by the curb triinlmurn clearance between verti- cal will of curb opening and panel rib is 6") and measure from center of db of first .panel affected to center of nb of last panel affected {if 24" panel module was not held during roof installation, this dimension will be critical). This information will be required to fabricate the curb so that it will fit the locaton exactly. WARNING It is the nsu to : s -a ti>3f3 ri i.,S £itEr t£f rn?.?t3.iri£t- latIon of f £s � coinply 'mto N Fedeoll aod OSHA mcii,llairons and, la vs, Including but ry t lmiite t to gu ardino ro f Openings with plyweld, f xad s A d<rd raillinix,,oro heracceptable 'iefyl err is UIM r° .re r1t fa( hnough. SJBJECI 10 CHANGE A' IH'.U'iNO, ,ICE JD{5 CURSEDGE (FOR TRIPLE BEAD TAPE SEALER PLACEMENT) INSTALLING CURB AFTER ROOF INSTALLATION (continued) Once curb is ready to be Installed, lay curb on roof and align opening in the curb with the exert location the opening is required in the roof. At the up slope and of the roof curb, the roof panels will be cut on a line even with the beginning of the notch at the vertical leg on each side of the roof curb. Secondly, trace a line along the down slope edge of the too' curb. The roof panels will be cut on a line 4" up slope from this line. Cut roof panels from rib of first panel affected by curb, to rib of last pane: affectedalong the top and bottom cut lines previously marked. At the down slope enc( of hie roof opening. Install back-up plates onto the ends of the cut roof panels and Triple Bead tape sealer across the full width of these roof panels. The down slope edge of the tape sealer should be on the line previously traced along the down- slope edge of the roof curb. The up slope edge of the tape sealer will be approximately 1','z" from the end of the cut panel. Apply Triple Bead tape sealer across the full width of the up slope end of the roof curb. The down slope edge of the tape sealer will align with the down slope edge of the inside cap cells welded to the mof curb. Install the roof curb under the roof panels at the up slope end and on top of the panels at the down slope end. This will require that you lift the roof panels up slightly at the up slope end to allow the upper flange of the roof curb to slide under the panels. Spray some soapy water on the tape sealer to prevent it from sticking to the roof panels until you have the curb completely in place. WINNING It t the uE v t irr� to ei su. s that apt runs s Cut into the roof ter iu 1. - la r n of roof owl:e5 ria ply wrlh `Mute FcHd ral and OSHA r.. a Ins.. d ri Ill n e but tat c, cernldiy g roof opeiAnCs w t T fila vt ro! f'x,.d s0n- d atd rail:Pg, , of oilh <r ae"eet?f=iblc ..�f, ty Controls is th"'i n eve=it f through, C TRI BEAD TAPE SFALER iRETHANE SEALANT I1.06 SEE FOR LURRFN'INFORMATION o.:2y,ctTO NIi NOT LF EFFECTIVE P. H.I, 291. I EFFE.r ISE IP -11 , 2114 SF..- wvw.mbcfcam FC1F. ; :N1016IA?IOfJ ROOF INSTALLATION Cap strips will be installed, full length, alone both sides of the curb to seal the curb to the roof panels. Turn the cap strips upside down and install Tri Bead tape sealer to both sides and along the full length of the cap strip. Lower edge of tape sealer should be flush with the lower edge of the cap strip. Apply a generous bead of urethane sealant at both ends of the seam portion of the cap strip. Instal€ each cap strip over the curb/roof panel sidelap with the lower end of the Cap strip even with the lower end of the curb. Force the can strip down tightly to the curblroof panel sidelap and fasten both sides with Fastener #4 at 6" on center. WARNING It Ia the a responsibility to Lensure that Opening', cinto the roof for n ,..:£.n of roof Curba comply Willi n.e ural and OSHA regulations an'd rx:ms's. iIioRldinq but n£ - firiviLe,11 to gluxrdwg roof CtS. aq w.:T Plywood. fixod '. 3 dnnii >..'.;E c,y..a,' c lliei accaptaInlo safe t), controls that prevent fall -through, Su:.ECT TO CHA ;C,E WlniDtJT i 110117 ROOF CURB CROSS SECTION ROOF CURB ISOMETRIC UO 64 S-Cw ­w­l,6.com rJ:+''..-LP:i'iNFORMarION sOUJL:;T I O CHANGE 1, Ultra -Delo Panel 2. Urethane Sealant 3. Outside Cap Cell 4. Back-up Plate 5. Fastener #1E 6. Triple Bead Tape Sealer 7. Roof Curb Made From Structural Aluminum (Min..080 Thickness) 8. Water Diverter 9. Inside Cap Cell 10. Floating Eave Plate 11. Fastener #5 12. Puffin Framing Member or Secondary Curb Support Framing CAUTION The abcve cub type and :.t;ali 1 l on he u H f_r ru rbs to I eau d in a e e rthetYlg°*trT ss w art aiify, ATTENTION AN Curbs must be ins€titled over SUPpa rt framing, supplied t"'y the rete'tal hoi4- ing mai ,Ifar =;r 1r or the curb ? uppliu f. Supp ,µ fr nni elf must be properly focat- ed to L ov f nsaiap i icodit T the upslope sod : o yr Ir e 1 S of N curb, i to Pocf Curb S as Section for . ? - d eh, cn�. VV RNING 11 ' the usier w`o'n'1b04y to ensum flT orieri=,ntgs cut Into the roof for instal- 11por- of roof curbs comply with S tate. Fed aI and OSHA rrriuiatfons and laws, i rc .x i t 'WA lia tea to gels frig roof ape.,'(nils with plywood, fixes, stain dare{ ratllntts, or other accept>a;Rfr, safety C-ont,cis that r rn.vOnt fa!' -through, NOT C" CfFECT$VCAPRIL7, 2011. PIPE PENETRATION INSTALLATIOA RECOMMENDED SMALLAND LARGE PIPE PENETRATION A A i �q RiGHT WAY WRONG WAY RECOMMENDED SMALL PIPE PENETRATION INSTALLATION INSTALL PIPE IN CENTER OF PANEL. TO ALLOW BASF OF RUBBER ROOF JACK TO LAY FLAT ON PANEL. RECOMMENDED LARGE PIPE PENETRATION INSTALLATION THIS METHOD TO BE USED IN ALL CASES WHERE A PIPE PENETRAI ION INTERS: CTS A PANEL RIB OR WHEN THE P'': PE IS TOO LARGE AND'.NILL NOT ALLO'.''J ADEQUATE WATER FLOW DOWN THE PANEL. EF'FE I \` F;'RI, 1, 2014 SE-www.mbci co F -OR C..RRENT INr .RMA IJN S JE,JE')r TO CHANGE W17HOU'I' NOTICE UO 69 y. (DECK TIGHT (NOT BY BUILDING ` STAIN_ESSS EEL CLAMP MANLIFAGTURiR)R')1.I_TOP INOT Bd 6 LOIN ,�� / I J ,. / \' QF D- K TI HT D'•' MANUFA }'" LONC I.IFF. L.AP TF.K S.0 wNVASHEH (FASTENER n4) o ua \ STEP 1 l "lit r TRI -BEAD J %r TAPE SE: ALER �r Ali 1 (1101-504) i STAINLESS STFFt. f LAMP (NOL BY HUILDING>',111 t MANU ACTi1RER1 p lt% 11 f �Y urlr lXi' STEP 2 / / / TD TAPE APE 3S EALER'I -' .i / pu-'''�-•t\ / t /LA sra:NtEss sTEEI cLAr.4P -tip (NOT BY BUILDIN, INC///r' / f i STEP 3 /. NOTE ROLL. DECk GHT tJP OVER TRI BEAD TAPE SEALER ANC SEC.UNt CLAMP AROUND_.y TOP OF DECK -TIGHT U011"o SEE ­Ibli nom I0:+. CURRENT INFORMAT'IQN TR RE.An TAPF SFA fib 041 t� 'APPLY TRI BEAD TAPE SEALER -CONTINUOUSLY AROUND 'IPE (MN -504) \ DECK -TIGHT INOT BY MANUFACTURER) is t `Mh 14 X'ALONG LIFE LAP TEK S D. w ",VAST ER iF'NER #M r DECK TI Gti t (NGT BY _ 9NUFlACTUI -R) rdl t 14 X ?ti LONG LIFE LAP TEK S.D w/WA'3HER (FASTENER 04) SUHJE.;' T7 CH N(- WIT: -UT NOTICE LF FEC APRIL 7.20'4 N Not T. t S �' Md 11 IN ^0 5 P.2A PhoanrX, AZ C 2 Nouxtun TX 3--"24 Ind'enapa s, Ih WI -111-1211 Phcer AZ &3.. 53,. 224 _wI Y^'" H stn TX 11--711-1221 r +I I 2'4 InAlar aP. ra, N 3 8 < Plloar AZ 8835336224 H tl IIA t fi alif sWn, Adel GA tR h 6 ..+.4 LubM h lx 3 /, +/i4 R cM1montl YA �'l 11: 11 Adel, GA K i -0 4 LP05nc%Tx F,J '114 Nkbmo A NA R' I.. i d,^.14 3 c At -.I, 4A f L AT-. GA t Cub t rX lH.f 4 Mempins TN 60 O 6224 cnm : - Rome NY 5 i$ 4 Mill a. GA o '-ci[-6224 M Ph' TM @0,: 2r C f' 1 Rom., NY 0 9 2 AlEnl GA 24 MempM1ia. TN E O 24 ..5 Rorne NY 55 X622, A+vmte CA 1 3 O - C' GK1,11,11?-C'21 Salt L k ,i Y DT //��% Alurate,, CA 1 .% Oki . oma C,,, 0KNII :.Tei+:.'.'4 salt Lake C N N1 ':.- 14!13 AN+are CA NT :14 OM'ahnma Ctty OK R -AI24 it Snit L k City, tlT Fv," d ® - Dsilaz. TX, T� t.3, _..1 Omafa NE R( I, l0 9224 O,5 Ben Amor ro TX 800.69bh'c24 l"./ Dalka, Tx Ii0:.853 6224 Gmaha, NE b_w<-8 E224 San A+ton o, TX & 0 55c-6[ f Pattes T%e O c..};,vet Ornaha. NE ac'U 6224 San Antonio T% �W 1,8 $224 M1Tctal Roof and11,411 Svsterna' Niall Roorettii It, Iii Sveterns U U w Metal Roof Ra f (tall Systems , °Z � `2 t ` ry� m �V 4 El L ROOF CURB CROSS SECTION ROOF CURB ISOMETRIC UO 64 S-Cw ­w­l,6.com rJ:+''..-LP:i'iNFORMarION sOUJL:;T I O CHANGE 1, Ultra -Delo Panel 2. Urethane Sealant 3. Outside Cap Cell 4. Back-up Plate 5. Fastener #1E 6. Triple Bead Tape Sealer 7. Roof Curb Made From Structural Aluminum (Min..080 Thickness) 8. Water Diverter 9. Inside Cap Cell 10. Floating Eave Plate 11. Fastener #5 12. Puffin Framing Member or Secondary Curb Support Framing CAUTION The abcve cub type and :.t;ali 1 l on he u H f_r ru rbs to I eau d in a e e rthetYlg°*trT ss w art aiify, ATTENTION AN Curbs must be ins€titled over SUPpa rt framing, supplied t"'y the rete'tal hoi4- ing mai ,Ifar =;r 1r or the curb ? uppliu f. Supp ,µ fr nni elf must be properly focat- ed to L ov f nsaiap i icodit T the upslope sod : o yr Ir e 1 S of N curb, i to Pocf Curb S as Section for . ? - d eh, cn�. VV RNING 11 ' the usier w`o'n'1b04y to ensum flT orieri=,ntgs cut Into the roof for instal- 11por- of roof curbs comply with S tate. Fed aI and OSHA rrriuiatfons and laws, i rc .x i t 'WA lia tea to gels frig roof ape.,'(nils with plywood, fixes, stain dare{ ratllntts, or other accept>a;Rfr, safety C-ont,cis that r rn.vOnt fa!' -through, NOT C" CfFECT$VCAPRIL7, 2011. PIPE PENETRATION INSTALLATIOA RECOMMENDED SMALLAND LARGE PIPE PENETRATION A A i �q RiGHT WAY WRONG WAY RECOMMENDED SMALL PIPE PENETRATION INSTALLATION INSTALL PIPE IN CENTER OF PANEL. TO ALLOW BASF OF RUBBER ROOF JACK TO LAY FLAT ON PANEL. RECOMMENDED LARGE PIPE PENETRATION INSTALLATION THIS METHOD TO BE USED IN ALL CASES WHERE A PIPE PENETRAI ION INTERS: CTS A PANEL RIB OR WHEN THE P'': PE IS TOO LARGE AND'.NILL NOT ALLO'.''J ADEQUATE WATER FLOW DOWN THE PANEL. EF'FE I \` F;'RI, 1, 2014 SE-www.mbci co F -OR C..RRENT INr .RMA IJN S JE,JE')r TO CHANGE W17HOU'I' NOTICE UO 69 y. (DECK TIGHT (NOT BY BUILDING ` STAIN_ESSS EEL CLAMP MANLIFAGTURiR)R')1.I_TOP INOT Bd 6 LOIN ,�� / I J ,. / \' QF D- K TI HT D'•' MANUFA }'" LONC I.IFF. L.AP TF.K S.0 wNVASHEH (FASTENER n4) o ua \ STEP 1 l "lit r TRI -BEAD J %r TAPE SE: ALER �r Ali 1 (1101-504) i STAINLESS STFFt. f LAMP (NOL BY HUILDING>',111 t MANU ACTi1RER1 p lt% 11 f �Y urlr lXi' STEP 2 / / / TD TAPE APE 3S EALER'I -' .i / pu-'''�-•t\ / t /LA sra:NtEss sTEEI cLAr.4P -tip (NOT BY BUILDIN, INC///r' / f i STEP 3 /. NOTE ROLL. DECk GHT tJP OVER TRI BEAD TAPE SEALER ANC SEC.UNt CLAMP AROUND_.y TOP OF DECK -TIGHT U011"o SEE ­Ibli nom I0:+. CURRENT INFORMAT'IQN TR RE.An TAPF SFA fib 041 t� 'APPLY TRI BEAD TAPE SEALER -CONTINUOUSLY AROUND 'IPE (MN -504) \ DECK -TIGHT INOT BY MANUFACTURER) is t `Mh 14 X'ALONG LIFE LAP TEK S D. w ",VAST ER iF'NER #M r DECK TI Gti t (NGT BY _ 9NUFlACTUI -R) rdl t 14 X ?ti LONG LIFE LAP TEK S.D w/WA'3HER (FASTENER 04) SUHJE.;' T7 CH N(- WIT: -UT NOTICE LF FEC APRIL 7.20'4 N The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A N L(Il N �£�,^ �l o �o Q rn O in C Z a 3 c U�tY as 0 2 Ll U 0 U U w to O o � [ , °Z � `2 t ` ry� m �V 4 El L LIJO vQ CD ° co � o I � U 3 0 LJ U LJ O Scale: NOT TO SCALE Drown by. Checked by Project Engineer: Job Number: Erection Guide Sheet Number: ULD12 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Hountan TX 1 13 22•I Inds li IN _. >7 8 Plwl-, AZ PN6 i •d Adel GA OAA 3 224 Lubb k ' TX5 0-- ,224 R'mo chnd 1 VAI Atla a a GAR1-1616', Ma P IN .4! .'. Roma. NY W',' `-224 -.1 GA 06.. f'24 Okl M1 City UK ." ..11 Sall Lake City. UY �./ 2VA Oalea TX W1,f5-5,224 Cm aha. NE ,:4354 6Ce4 San Anwniq TX Y, uEYNi122•4 V ,t fetal Roof and Will S:vsu:nis PRE DRILL HOLE THI CLIPAND BOTH S'LDF PANE -SEAM "CLOSED END RIVET (FASTENER x227)(-1 PER (YIP Ulta-Dekg REPAIR CAP INSTALLATION Te& FLOATING CLIP ; ✓ STEP 1 1. Repair cap must extend 1'-0" above and below the darnaged area. 2, 3/16" x 13/11,' closed end rivet fastened through each clip and both sides of panel db in damaged area. (2 required per clip) CAP STRIP --- � LONG LIFE L 9P TEK SOS WITH WASHER 6'O.C.I FASI'#4) (FASTENERS4'..0-T C -O THROUGH TAPE SEALANT) CAP STRIP URETHANE SEALANT `'�.���� 7-'' \_ Ultra-Dekfv TRO HS TAPE RIL \ !✓ ,� / (BOT"H S!CES OF RIR) ^ ��`4 ROOF STEP 2 1. Install acontinuous run of Tri -Bead tape sealer to both sides of damaged panel rib. 2. Apply a bead of urethane sealant up and over both panel ribs at each end of damaged panel seam. 3. Fill seam portion of repair cap with urethane sealant. 4. Push repair cap down onto panel rib and fasten with 14-14x7Y Long Life Lap Tek (Fastener k4) 6" O.C. on both Sides. Fasteners must go through tape sealer. 5. Check repair cap at each end to verity that urethane sealant has sealed across the entire cross section of repair cap. EFFECTIVE APRIL 7, 21114 BEE -14d.- FOR CJRRFNT INFORMATION SUS.._L T -i0 C-ANOE P, H1:50 NO'nCE UU-Z1 123Ch 0 ,wei al Roof and IVul1 S'r wales Nqu% TX 971 Imf 1 IN 80. 1224 Pn .nix. A7 AFV4 Arial GA AAE 4 F 4 L.hhllk TUD), 3 26 Ri hmond. VA &",1121-,i2.',! Atlanta, C.A 11 121124 Ma a IN :,0...4iY -' 4 Mme NV ­9vF221 Atrra»r CA ICO -h L.124 Okl N City, OK 81-C .]f.2'4<+ Salt Lok, C ry UT A f 8,',l 241,4 Dallas, T%0,f 5.14521- Omaha, NP' -.0453..<:4 Sar Altonlo TX S -5s TM Ulta-Dek® Windclamp Installation Location T 811 2 4 ph -l" Az M 4 -8121 AdHcel'4ttGA . GAG 91224 1_11-k. TX *1 Richm d VA 03 729 3224 An-t.fA}77-51 2 6224 M IN 31 4-02' Slit NY 01!! AtwaN LA 3, G2-93'2•! Oki CIry UK 611 N. .213 Snlf Lake Cty. UT SIN DAl`ae. TX10D..",214 Orrmita NF 30-111b221 San Art -F, TX A.'.SOA 3221 - 9____ fiffil��ra Yl Aletal Roof and 614ill Systems (ti'ay.g69i �`j I 1 FASTENER #?E HIGH SYSTEM ( PANFLTO FAVr GUTTER STRAP \ (2 PER INSIDE---� r E AVE I / FASTENER #4 l CLOSURE;. 1 TRI -BEAD. I TAPE SEALER -C ROOF PANEL FASTFNFR u4-- ai"� 1 FASTENER#14 <-FASTFNFR#1 --- CLIP CLIP ROOF PANFI.. COVERING GUTTER s GUTTER STRAP END VIEW ' il'I� -INSULATION JTHI'-Kr L S I ..--- i GUTTER FA "Er.ER #+G -` FASTENER IF STRAP \�...._ PURLIN M1111, SECTION A -A I- ME fAL FASTENm z,4-'1 INSIDE .11D i TAPE SEALER•.TROBEAD `, CLOSURE/ ( - DOUBLE FACED (12-O.C.i, (ti'ay.g69i �`j I 1 _ - \ (2 PER INSIDE---� 151`u LD v/iNDCLAN'r l CLOSURE;. (CLAMP HAUS I BE TORQUED TO 140 in. Ibs,) ROOF PANEL ROOF PANEL- Ultra•Dek't --- CLIP CLIP ROOF PANFI.. COVERING a O JTHI'-Kr L S -Y FAO TFNFRIIF----- FASTENER IF `--PURLIN \�...._ PURLIN A -- tl VA 5 U 1.62 ! SECTION A -A SECTION 8-E1 Nates: 1. Only for use with HW -200, 204, 2102, 2104 and 208 clips, 2. Torque set screw to 140 in -lbs. 3. Application zone and feasibility of wind clamps must be determined by a Registered Professional Engineer. 4. For lead tables please inquire. UD -12 SEE wvw.mbci,com FOP CURFENI N'ORtAT!CN �_Ejc(:, TO CIANGF'WT.OUT NOTICE cFECTI•.'E APRIL 7, 2n14 BOX PANEL -"- CAP TRIM FASTFNFR,. Gi.)TTER GLITTER STRAP (4d" O,G ) rASTENER#d- (Ic"O ,.) EFFECTIVE APRIL :'. 2314 \, �...._.............. FASTENERkt TAPE _ - \ (2 PER INSIDE---� -. l CLOSURE;. ENDLAP END VIEW - -HIGH EA'VE Nous!• TX S T 224 I d I , IN IX 62 4 PLATE ENDLAP COVERING a O JTHI'-Kr L S -Y FAO TFNFRIIF----- FASTENER IF (s PFR FNOI AP' 1, ' RANE L I O EA`JE A -- tl VA 5 U 1.62 ! f (8 ?LR PATJ>Lj Hqua»n, TX 9)� T? T-5221 Indf .alwi'a, IN 800-13 - l%ACl'�/' .11D i TAPE SEALER•.TROBEAD Hou,t TX E Ane-, GA'U'FJ 'F '4 LIN)5q¢k, T%';J '' 13 NicNm d YR A I(' 1.224 Rmne N 3 - 2' TAP1I E SEALER " FASTENER #14 - (S PER 10'-0") Aiiar.Ia GA 5 ht Pt' IN BGC 0229 Atwn» CA 1 1 :i Oklahoma (wty t ,X :)? fu<:1 4 CUP 11130...:.�`Y� FASTENER#1--� SACK -UP-' INSIDE / FASTENER #1 (2 PER CLIP) ELATE SURF. J (2 PER INSIDE INSULATION CIosuRF) L--/ ___,�,._...... LOW SYSTEM EAVE SE n.,.. ca, 1v Co-FIA!INFORIIATION 1,1;s, ". ".O CI ANOE W.THOUT NOTICE VD -73 INSULAI'[ON �- BACK-UP f PI..ATEt1n, TENER#1 ER CLIP) 1r',[all the 11'a flashing starCna and er.".Virg t��i- plus en.d-I thickness outsid?the steel lane Faste�!.re ridge flashing to the onside closures wftl•. Fasters` 4 I aliafaste L i, r. mPare - I c bol -:d. Jt yvlal. Install additional fastener di ly a1 e rl (.I Panel. Four fastener a . re.,,u-.d a a I banal.a�tened on Baa§ and toele`w inn the rake lrimMDa st..li..diat.r DO NOT FASTEN THROUGH THE LOCK OF THE STANDING SEAM TRI -BEAD \ TAPE SCALER \ _. OUTS-. FLASH 1 .r" I 1' t _ FA TENER#4 ., CLOSURE ASA v ���`S .�� /• VAS A vvV AV VO �d �w� > i FASTENER#4-"G7SDE �,-._...._.__......._...._. -n.. �!'A:'PLUS E":DB•/ALL 'ta" Tii1CKNE55 CAUTION Ultra -Delo systems must utilize a Floating Peak Box. See page LID -76. SEE PAGES DL -24 AND DL -25 FOR FASTENER SELECTION, ED 71 SEE www.mEci.com FOR r_jerL". NFC:•'.MAPON SUFACT TOCIIANGLWIRIOUi' NOTICE LFRECTNE APP'L T.. 2014 FASTENER 24`OC) CINCH ANGLE FASTENER #4 (TYPICAL UNLESS NOTED 21 PER BOX) \ - FLEX RLE i J NlF MGR.?`INE fa F CINCH ANGLE NG F`NG FLOALOATIT \..._ RAKE TRIM RDGF - FLASHING YLRIMETER --y- OF PEAK BOX (UTARK IN) t RAKE SLIDE -t. RIOCE r'LARH:NG3 CINCH l ANGLE CINCA ANGLE RAKE `RIM RAKE SLIDE-\ FLOATING PEAK BOX INSTALLATION 1. Install rake trim on each side of ridge to within 2" of centerline of build:ng. 2. Install ridge flash so that it is on top leg of rake trim, 1" back from Outside. edge. 3. Ternporadly set peak box in place and mark perimeter of box on rake trim and ridge flash, Remove peak box. 4. Just inside mark, install tape sealer conLruously across ridge flash, then down the face of rake trim on both sides of ridge. 5- Place flexible membrane over tape sealer and hold in piece with cinch angles. Cinch angles should be attached with Fastener #4. To prevent leaks, flexible membrane should be tight against ridge flash and rake trim with no wrinkles at the sealec edges. 6. Hook top of peak box over cinch angles installed on top of ridge flash and attach bottom of peak box to endwall with Fastener k4. Er. E[T\•_A'F?":L 2-114 SL: w.m.,6 F r •URI?_rTN .?..n;Ch TRI -BEAD TAFF. SPA[ FR LIrENTERLIKE OF BUILDING I,,- RAKE TRIM TRI GLAD TAFE SEALER l- FASTENER 44 FLEXIBLE MEMPRANF RIDGE FLASHING " _ RAKE TRIM PEAK BOX SUBJECT TO CHANGE WITHOU'1"NOTICE UV -25 /-I-] RF All 71 "1 A[ ARE SCALER 'APE SEALER\\ r -RAKE / suvvoF+l. RAKE..'^\/ _ r f A:TcNER N1E FASTENER N'F FASTENER C #5 12 V � t ' O F I 1 i fa clP KE RAKE -� ANGLE AN.1E 1� l IN�TL1tA {lrl IN U. ATlti'� / FASTENFRNi. RAKE HIM1-FASTENFR#1. �R AKE 11111 I ALLPANE;W"L".PANE.-­j J CLOSURE (,LO.:DRE-- \ `f ;�,f' fASTF.NER t43 112 JC.1 A tl�� i 1� (12'O.C.I La ROOF PURLIN, !- ROOF PURLIN BEGINNING RAKE TRIM TERMINATION RAKE TRIM ON MODULE RAKE SLIDE (FOR F'LOATI'JG SY3 EMS ONLY) / I Tr rNd NATION i Tn PEA D \ FASTENER #4 T.1PF RL -R \ F 1: IR BEAD FASTEN R#IE APF SEALER f2 OC '�/ \ i f { r1 rA TENER #IF. F F C f F 3 D- RAKE Rut P RY X' f/ST FP ER SS NANGLL UA.IOr 12 0' P E 1L 2 • _4 /, Iy--- / "`IP / FASTENER 45'_/I Ir .AKF:.'TRIM \ \ FASTENER 112I INSILA 103 l ,1 i � // WALL PANEL- F \FM# � itA',<C 111E". i F CLOSURE \ /< RAKE fii. F ER t14 WALL PANIL \ CLOSURE I •'� rA T'ENERC4 : - ROOF PURLIN TERMINATION RAKE TRIM TERMINATION RAKE TRIM OFF MODULE OFF MODULE (OPTIONAL) SEE PAGES UD -24 AND UD -25 FOR FASTENER SELECTION. S_E www_mbol FOR CURREN. :ML ORM:; r1ON SUEJLCI'T, CH4Nr,E AlIHOUT NOTICE EFFECTIVE APRIL 7.2W. tb Z; _ - RIDGE, LASH !N n -}- 1 i FASTENER #4 (6 OA.) IT \ 1 I Nous!• TX S T 224 I d I , IN IX 62 4 Phwr i AZ 03 533 6224 - --822a FASTENER#?E a O 73224 adw-w h, IN WC 35 0224 11 ce AZe35.533-1_2,t ANGLGEE OUIS.DE Adal, 4A 9 f 1 L bh k r 3:1 nN t 1 A -- tl VA 5 U 1.62 ! C.OSURF Hqua»n, TX 9)� T? T-5221 Indf .alwi'a, IN 800-13 - l%ACl'�/' Phoanir, A2 C513-112211 Rwhmoad VA ' (+-11.3.2y Hou,t TX E Ane-, GA'U'FJ 'F '4 LIN)5q¢k, T%';J '' 13 NicNm d YR A I(' 1.224 Rmne N 3 - 2' TRI-BEAD�i TAPE SEALER / `c Aiiar.Ia GA 5 ht Pt' IN BGC 0229 Atwn» CA 1 1 :i Oklahoma (wty t ,X :)? fu<:1 4 Ron» NY II, ';an Ill. CI Y UT ':698,8 �241k1 ® Atlaf. GA d<! M6 d124 Luhbq N, Memphis •h A• C 2r`N 1 R -e, NV 9 --24 Atiant GA 87 5? X24 M.,,nn a TN E 0 5 4 ': 6%14 Satt LAI,. Cry ill ?.: A _4tM U W R O pastas TX 9b b,., .=_I Omaha NE GOC ISP 6223 San Mtonw TX 003 30a+3<24 Atlenb. GA 5Ti�512 6224 -U. 01(, o Ukiahoma C'y, OK 4(n. Salt take C Y Ur 3:. 1404 Afwae C0.100.119: 24 -.h.- C ty CK k.' San Anton -o ,.,0 /� l"J All CA T. R. 1 F9%d ... Al.- Tx 000853-E224 Omaha, NE E y, 1 1 San Ao o TX 413s„-6221 Dallas TX 06-3 e221 Cmaha. NE 1.V U, 1,.4 -TX illetal Roof and Wa11 b)'aAVIS "I Roof areal Dial! 5yyrems' 4 00 U U A9eta! Foos an Wiil1 Svslenar w w KIN- 111111 t1Z �2 I ❑ ❑ U_ I I vQ L Z o U to 3 w w p TRIM DETAILS UELI O Scale: NOT TO SCALE Drawn by. Checked by TRIM DETAILS Job Number: Erection Guide Sheet Number: ULD13 of 15 TRIM DETAILS RAKE FLOATING PEAK BOX RIDGE INSULAI'[ON �- BACK-UP f PI..ATEt1n, TENER#1 ER CLIP) 1r',[all the 11'a flashing starCna and er.".Virg t��i- plus en.d-I thickness outsid?the steel lane Faste�!.re ridge flashing to the onside closures wftl•. Fasters` 4 I aliafaste L i, r. mPare - I c bol -:d. Jt yvlal. Install additional fastener di ly a1 e rl (.I Panel. Four fastener a . re.,,u-.d a a I banal.a�tened on Baa§ and toele`w inn the rake lrimMDa st..li..diat.r DO NOT FASTEN THROUGH THE LOCK OF THE STANDING SEAM TRI -BEAD \ TAPE SCALER \ _. OUTS-. FLASH 1 .r" I 1' t _ FA TENER#4 ., CLOSURE ASA v ���`S .�� /• VAS A vvV AV VO �d �w� > i FASTENER#4-"G7SDE �,-._...._.__......._...._. -n.. �!'A:'PLUS E":DB•/ALL 'ta" Tii1CKNE55 CAUTION Ultra -Delo systems must utilize a Floating Peak Box. See page LID -76. SEE PAGES DL -24 AND DL -25 FOR FASTENER SELECTION, ED 71 SEE www.mEci.com FOR r_jerL". NFC:•'.MAPON SUFACT TOCIIANGLWIRIOUi' NOTICE LFRECTNE APP'L T.. 2014 FASTENER 24`OC) CINCH ANGLE FASTENER #4 (TYPICAL UNLESS NOTED 21 PER BOX) \ - FLEX RLE i J NlF MGR.?`INE fa F CINCH ANGLE NG F`NG FLOALOATIT \..._ RAKE TRIM RDGF - FLASHING YLRIMETER --y- OF PEAK BOX (UTARK IN) t RAKE SLIDE -t. RIOCE r'LARH:NG3 CINCH l ANGLE CINCA ANGLE RAKE `RIM RAKE SLIDE-\ FLOATING PEAK BOX INSTALLATION 1. Install rake trim on each side of ridge to within 2" of centerline of build:ng. 2. Install ridge flash so that it is on top leg of rake trim, 1" back from Outside. edge. 3. Ternporadly set peak box in place and mark perimeter of box on rake trim and ridge flash, Remove peak box. 4. Just inside mark, install tape sealer conLruously across ridge flash, then down the face of rake trim on both sides of ridge. 5- Place flexible membrane over tape sealer and hold in piece with cinch angles. Cinch angles should be attached with Fastener #4. To prevent leaks, flexible membrane should be tight against ridge flash and rake trim with no wrinkles at the sealec edges. 6. Hook top of peak box over cinch angles installed on top of ridge flash and attach bottom of peak box to endwall with Fastener k4. Er. E[T\•_A'F?":L 2-114 SL: w.m.,6 F r •URI?_rTN .?..n;Ch TRI -BEAD TAFF. SPA[ FR LIrENTERLIKE OF BUILDING I,,- RAKE TRIM TRI GLAD TAFE SEALER l- FASTENER 44 FLEXIBLE MEMPRANF RIDGE FLASHING " _ RAKE TRIM PEAK BOX SUBJECT TO CHANGE WITHOU'1"NOTICE UV -25 /-I-] RF All 71 "1 A[ ARE SCALER 'APE SEALER\\ r -RAKE / suvvoF+l. RAKE..'^\/ _ r f A:TcNER N1E FASTENER N'F FASTENER C #5 12 V � t ' O F I 1 i fa clP KE RAKE -� ANGLE AN.1E 1� l IN�TL1tA {lrl IN U. ATlti'� / FASTENFRNi. RAKE HIM1-FASTENFR#1. �R AKE 11111 I ALLPANE;W"L".PANE.-­j J CLOSURE (,LO.:DRE-- \ `f ;�,f' fASTF.NER t43 112 JC.1 A tl�� i 1� (12'O.C.I La ROOF PURLIN, !- ROOF PURLIN BEGINNING RAKE TRIM TERMINATION RAKE TRIM ON MODULE RAKE SLIDE (FOR F'LOATI'JG SY3 EMS ONLY) / I Tr rNd NATION i Tn PEA D \ FASTENER #4 T.1PF RL -R \ F 1: IR BEAD FASTEN R#IE APF SEALER f2 OC '�/ \ i f { r1 rA TENER #IF. F F C f F 3 D- RAKE Rut P RY X' f/ST FP ER SS NANGLL UA.IOr 12 0' P E 1L 2 • _4 /, Iy--- / "`IP / FASTENER 45'_/I Ir .AKF:.'TRIM \ \ FASTENER 112I INSILA 103 l ,1 i � // WALL PANEL- F \FM# � itA',<C 111E". i F CLOSURE \ /< RAKE fii. F ER t14 WALL PANIL \ CLOSURE I •'� rA T'ENERC4 : - ROOF PURLIN TERMINATION RAKE TRIM TERMINATION RAKE TRIM OFF MODULE OFF MODULE (OPTIONAL) SEE PAGES UD -24 AND UD -25 FOR FASTENER SELECTION. S_E www_mbol FOR CURREN. :ML ORM:; r1ON SUEJLCI'T, CH4Nr,E AlIHOUT NOTICE EFFECTIVE APRIL 7.2W. tb Z; _ - RIDGE, LASH !N n -}- 1 i FASTENER #4 (6 OA.) IT \ 1 I i 4 PLR PANEL RID L - FLASHING 1 FASTENER#?E a O (9 PER PANE i I TRI j' TAPE SEALFR ANGLGEE OUIS.DE y C.OSURF 13-- c°. -.. � FASTENER 41E -« (2.- O.C.) , !7r7��T.'f /� % ��//'>/� 1 Y/�t;- --ice -.-�T (l,,A-".y '\ �`� 7 <1'.\�, 1 9 \\��\�\ , TRI-BEAD�i TAPE SEALER / INSULAI'[ON �- BACK-UP f PI..ATEt1n, TENER#1 ER CLIP) 1r',[all the 11'a flashing starCna and er.".Virg t��i- plus en.d-I thickness outsid?the steel lane Faste�!.re ridge flashing to the onside closures wftl•. Fasters` 4 I aliafaste L i, r. mPare - I c bol -:d. Jt yvlal. Install additional fastener di ly a1 e rl (.I Panel. Four fastener a . re.,,u-.d a a I banal.a�tened on Baa§ and toele`w inn the rake lrimMDa st..li..diat.r DO NOT FASTEN THROUGH THE LOCK OF THE STANDING SEAM TRI -BEAD \ TAPE SCALER \ _. OUTS-. FLASH 1 .r" I 1' t _ FA TENER#4 ., CLOSURE ASA v ���`S .�� /• VAS A vvV AV VO �d �w� > i FASTENER#4-"G7SDE �,-._...._.__......._...._. -n.. �!'A:'PLUS E":DB•/ALL 'ta" Tii1CKNE55 CAUTION Ultra -Delo systems must utilize a Floating Peak Box. See page LID -76. SEE PAGES DL -24 AND DL -25 FOR FASTENER SELECTION, ED 71 SEE www.mEci.com FOR r_jerL". NFC:•'.MAPON SUFACT TOCIIANGLWIRIOUi' NOTICE LFRECTNE APP'L T.. 2014 FASTENER 24`OC) CINCH ANGLE FASTENER #4 (TYPICAL UNLESS NOTED 21 PER BOX) \ - FLEX RLE i J NlF MGR.?`INE fa F CINCH ANGLE NG F`NG FLOALOATIT \..._ RAKE TRIM RDGF - FLASHING YLRIMETER --y- OF PEAK BOX (UTARK IN) t RAKE SLIDE -t. RIOCE r'LARH:NG3 CINCH l ANGLE CINCA ANGLE RAKE `RIM RAKE SLIDE-\ FLOATING PEAK BOX INSTALLATION 1. Install rake trim on each side of ridge to within 2" of centerline of build:ng. 2. Install ridge flash so that it is on top leg of rake trim, 1" back from Outside. edge. 3. Ternporadly set peak box in place and mark perimeter of box on rake trim and ridge flash, Remove peak box. 4. Just inside mark, install tape sealer conLruously across ridge flash, then down the face of rake trim on both sides of ridge. 5- Place flexible membrane over tape sealer and hold in piece with cinch angles. Cinch angles should be attached with Fastener #4. To prevent leaks, flexible membrane should be tight against ridge flash and rake trim with no wrinkles at the sealec edges. 6. Hook top of peak box over cinch angles installed on top of ridge flash and attach bottom of peak box to endwall with Fastener k4. Er. E[T\•_A'F?":L 2-114 SL: w.m.,6 F r •URI?_rTN .?..n;Ch TRI -BEAD TAFF. SPA[ FR LIrENTERLIKE OF BUILDING I,,- RAKE TRIM TRI GLAD TAFE SEALER l- FASTENER 44 FLEXIBLE MEMPRANF RIDGE FLASHING " _ RAKE TRIM PEAK BOX SUBJECT TO CHANGE WITHOU'1"NOTICE UV -25 /-I-] RF All 71 "1 A[ ARE SCALER 'APE SEALER\\ r -RAKE / suvvoF+l. RAKE..'^\/ _ r f A:TcNER N1E FASTENER N'F FASTENER C #5 12 V � t ' O F I 1 i fa clP KE RAKE -� ANGLE AN.1E 1� l IN�TL1tA {lrl IN U. ATlti'� / FASTENFRNi. RAKE HIM1-FASTENFR#1. �R AKE 11111 I ALLPANE;W"L".PANE.-­j J CLOSURE (,LO.:DRE-- \ `f ;�,f' fASTF.NER t43 112 JC.1 A tl�� i 1� (12'O.C.I La ROOF PURLIN, !- ROOF PURLIN BEGINNING RAKE TRIM TERMINATION RAKE TRIM ON MODULE RAKE SLIDE (FOR F'LOATI'JG SY3 EMS ONLY) / I Tr rNd NATION i Tn PEA D \ FASTENER #4 T.1PF RL -R \ F 1: IR BEAD FASTEN R#IE APF SEALER f2 OC '�/ \ i f { r1 rA TENER #IF. F F C f F 3 D- RAKE Rut P RY X' f/ST FP ER SS NANGLL UA.IOr 12 0' P E 1L 2 • _4 /, Iy--- / "`IP / FASTENER 45'_/I Ir .AKF:.'TRIM \ \ FASTENER 112I INSILA 103 l ,1 i � // WALL PANEL- F \FM# � itA',<C 111E". i F CLOSURE \ /< RAKE fii. F ER t14 WALL PANIL \ CLOSURE I •'� rA T'ENERC4 : - ROOF PURLIN TERMINATION RAKE TRIM TERMINATION RAKE TRIM OFF MODULE OFF MODULE (OPTIONAL) SEE PAGES UD -24 AND UD -25 FOR FASTENER SELECTION. S_E www_mbol FOR CURREN. :ML ORM:; r1ON SUEJLCI'T, CH4Nr,E AlIHOUT NOTICE EFFECTIVE APRIL 7.2W. tb Z; N � L^p M ^ E O m a O O a. y Q Lj o, o 'V C vi cZa � o c `c A N O O O C U J U W U '1 ° 4 00 U U w w c t1Z �2 E ❑ ❑ U_ vQ L Z o U to 3 w w p UELI O Scale: NOT TO SCALE Drawn by. Checked by Project Engineer: Job Number: Erection Guide Sheet Number: ULD13 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A S rR LIN._ - - — 24",,18" —.. - .. RAKE SUPPORT r t FEMALE LIP 24"or 18"\ 1 MALE LEG—' -t 1 , BEGINNING -ALL BUILDINGS CLOSURE—'/ . 1 11 f 13-1,'A 11 IN 60.,- 152'224 Ri,h, x l TX s7_1,1s 4 t J 1h I a IN 1 5 1:t 3'b1.4 Oil' 22229 _INF Nonatmt. TX t:. 1214 Indiar apoba iN SM '.5 0225 Pboenrs, AZ Pa- 3 2'-d r'4 ,t --RAKE TRIM A,i, C 1 A' I GA M Lobb k TX �l., .a 2, LII d, A i , Rrchmo,A7. -. -:::.4 AJ 1, G RCBI GAC 4 G22i L bb h TX 3Lx1 NA' Rrhm d VA Ri,h ,t A V k fi121 FOOTAGE BUILDINGS ., . Adel, GA 6M103456224 LubbDck TX Lh`:0 ..".8t22a. Ri<hnrond, VA 1 - _4 Roma. NV MA p 6,221 I Iiijjjjj� At arta, C.A '. 1 Merr ph,a IN 5.,0 2:6 Rome NY aDI FS 6214 l C P {. ini Af ant„ G a 2 4 Atwatc CA d 2 324 M P TN 9r 2 821- Okl h. i, ry OK OJP 9]-E22d Fn na, Sait Lak C - UT GOJ Fi9.d04 accomnircate wail :hick,,.=5. Atlanta. GAN -r Aswater CA 84 H1J 9:)24 Merc. hia, TY i, 0:::++:!21 Oklahoma CItY. UK. r C . !.:,::n eatf Luke L y UT '....'r-LPrM San Mtfunlo TX, i. -'±., olid ® r JR Atwaror CA 2C:. u9 r 2a Dal as TX 3'.165A 621" Okl h CI OK 50C �2<'d Omaha. h .... 4.,c .w S.1t Lako C tY UT Sar Antonf< TX t ,.IN fl,. �4 Oallas TX &0 5S t_ Omahfl. NF_S':tiiS: E21. San Anton'o, FX 81,13-59`1H224 ll .Afetal Roof and lVall Systems Dailaa, TX &.. -653-622C CMfahe NE ,�L P-iP:2/4 1letal Roof and Wall Systems Aletcd Rolfl and tta/1 ,iIv+ tine ` / In TERMINATION ODD FOOTAGE BUILDINGS I I , S rR LIN._ - - — 24",,18" —.. - .. RAKE SUPPORT r t FEMALE LIP 24"or 18"\ 1 MALE LEG—' -t 1 , BEGINNING -ALL BUILDINGS CLOSURE—'/ FASTENER 94 'C' O.C.-\ STEEL CLOSURE) 4 PER PfN.L. < TR B AD _INF ]]II RAKE�I1 -' - SLIDE -,, j RAKE SUPPORT— ,_ r'4 ,t --RAKE TRIM — .. // _. / FASTENER#tE x; (9 PER PANEL.) WALL PANE HIGH EAVE TERMINATION - EVEN FOOTAGE BUILDINGS Qui O O t NOTE C _.J trim may havo tube increased !D f-PAKE accomnircate wail :hick,,.=5. � I FASTLNLH !1E PANEL TO EAVE SLIDE (FOR FLOATING 24"01'6" 12 p ONLY; j ,..\ RAKE'—t` SUPPOZ: \ - 1 w ` / In TERMINATION ODD FOOTAGE BUILDINGS I I , A pR0 is pnrvided ler I Ts mndl:tion 1 "y LF M\ i L1 � III O ,-TERMINATION TRIM TERMINATION - BUILDINGS OFF MODULE AT LRMINATION : RIM 13 PROVIDED FOR IBIS CONDITION _ NOTE: For an adequate understanding of how to design the Ultra-Dek'& roof system, it is important to read the section of this manual which includes all tom details. EFFUl I"LVE AP -2':L 7,21A 4 SEE 'w ,, mbcl.Com FOR CURRENT INFCR4,1AHON s'JN,...CI O Afcrral Roof and Wall Systen'Is tic+usWr., TX 8 .5114 loll M IN 8,1043. Phuenk, AZdFMIM2,1 Ftlal. GA 4Ph -' I"4 LubDo k IX &"l ]`ih11.24 , f,'.'4 A!tenta. GA 077.512-822,1 M,Rhis IN 5+V 2Crt 24 Roma NY 30 9 1126 Atwater CA. .-i ,::2d DklaM1oma CRY OK 311 59'4i.'_4 SAN LakaC y IIT 101-87A Md Dallas, Tx SOC 653 0224 Omaha NE 6." 4 5C 221 San Antc+n TX 8110-591 6221 FASTENER 6 I PANEL To FAVE IB PER PAN::I. i TRIM DETAILS SAVE "MIN INSULATION i EAVE TRIM D FASTENER `i� ' BOX PANEt2 REOUIHED; CAPTRIMEPVL SiRUT..._/ .:d .. ._._. FASTFNER44 FASTENER 94-� (6P ,lPANE_) SCULPTURED J TRI -BEAD TAPE EAVE TRIM SEALER LOW EAVE WITH SCULPTURED EAVE TRIM 2" PLUS V,'ALL PANEL THle FSS It_ 12 O.C.) "`- CLOSURE—'/ FASTENER 94 'C' O.C.-\ iNALL PANEL CLOSURE) 4 PER PfN.L. �' TR B AD OUTSIDE LTi `� IAF C _?.LER CLOSIJ F \ CLIP--\--�'- vj`c'Za / FASTENER#tE x; (9 PER PANEL.) "MIN INSULATION i EAVE TRIM D FASTENER `i� ' BOX PANEt2 REOUIHED; CAPTRIMEPVL SiRUT..._/ .:d .. ._._. FASTFNER44 FASTENER 94-� (6P ,lPANE_) SCULPTURED J TRI -BEAD TAPE EAVE TRIM SEALER LOW EAVE WITH SCULPTURED EAVE TRIM B X PANEL— ` FASTEN R #I It_ 12 O.C.) "`- CLOSURE—'/ -�— iNALL PANEL CLOSURE) SCI ILFT IRFD — �' I MOLD WALL PANEL f. At F TRI .a ;4 ( _e H'W 21 02) 'f INSULATION A MINIVUM OF 1" BEI.bNi THE. EAVE MEMEER) LiltrD( ` PANELEI O vj`c'Za CLOSURE WALL PANE HIGH EAVE im Qui O O O NOTE C Top I ,9 di.T1e113!o' Ci hick Sid"". e:lae trim may havo tube increased !D b accomnircate wail :hick,,.=5. � I FASTLNLH !1E PANEL TO EAVE (6 PER PAN Lt iaai ti �_CLCISUR:. FASTENER #4 p 6 PFR FANEL) j TRI-BEAD TAP.EA(ER y B X PANEL— ` FASTEN R #I GAP TRIM �} "`- 121111 INSIDE \ C .. C CLOSURE) SCI ILFT IRFD — �' LOW SLIDING CLIP �;.j f. At F TRI .a ;4 ( _e H'W 21 02) 'f INSULATION FAST' NE LiltrD( ` PANELEI O vj`c'Za CLOSURE WALL PANE ,i NOTE: THIS OPTIONAL SCULPTURED EAVE TRIM IS AVAILABLE. HOWEVER, UNDER CERTAIN CONDITIONS IT MAY INDUCE STAINING OF WALL PANELS. J083 SEE wwwmbPi h, FCR CJRENT' INi ORMATION SU[JECT IC, I_'HAN riWPIOUT NOTICE Et- rE'TIV[APR:L 720 it UMMMAM ., .k BEGINNING FINISHING ON MODULE OFF MODULE URETHANI SEALANTURETHANE SEALANT - �- ­­­­ COUNTERF! ` FASTENER ---�\ �/- PARAPETRAKE .�,. lz�I / Fu15H "COUN.ATE CUT !!!! CNEP.FLASH �� T� TRI BEAD FAST ENEFR- TR 'APE 'SEALER TAPE SEESEALER r RAKE'. SUPPORT ANGLE F� "- A � FASTENER 1111 Z Ad.NIMUPA +ttj -HIGH `HIND __i7 2" MINIMUM ( PARAaLi FASTENER#1E RAKE CLEAT = PARAPET— --Ultra-Oek'�i L WALL `-FASTENER# FF.. 1 I PANE` —FASTENER rt12 FAS-ENER#12 .,1 i RAKE ANGLE - tb--rri5'ENER #S h X ~O.C) I BEGINNING PARAPET RAKE ' URETHANESEAL) "COUNTFRf1ASH PARAPET RAKE FLASH HI,H WIND PARAPET —� RAKL GLEAN FASTFNFR (12'0.C.I � UItrS-peke: ` PANEL ' FAST ENER'i5 I i (24 -GO,) PURLIN ' PURLIN a TERMINATION PARAPET RAKE FINISHING OFF MODULE TAPE SEALER - FASTENER r. 2" MINIMLM RAKE SUPPORT AW LE -^ FASTENER#12 -RAKE. ANGLE TERMINATION PARAPET RAKE (Optional) !ID ]8 SEE w ,hbci.com FOR, C:URR=Ni'INF'ORMA-:'!ON-.i:iFIJc(:T TO Ct1A14CEVVITFYI,JT N<.:1OF EFFECTIVE AIN ':'_/. 'Otn Houston. TX J 3..2a 1 CI IN a03. as 5 .'23 PhaemX AZ CC 31224 AEn1, GA 4.-h 21 L DD k TX'IX antra577-512-a2,4 1 Rchmontl VA !I":'.4 At . GA 8J] 51' 1 M h . IN .J 8 Roma NY o^I 555 6224 " O Ar -111 ' CAW' a:) d Dki h '.Y: OK - ..r< Sait LakafTy UT -h.'1-:101 Dal as. T% S. SS_ 62 Omuha NC 1,60 463 .21 San Antonio, TX n+: 396..24 AIPUd Rool1 and MJrdl Scstenl% TRIM DETAILS FLOATING HIP HIP FLASHING ORETHANE SEALANT z CLOSJRE ENDS BEAD MINA ZEE CLOSURE (FL. 35M (FIELD CUT TO dq� LENGTH AND BEVEL CUT TO FIT PANEL) am URETHANE SEALANT' Z CLO URE — \ (REL D C'I.IT TO L ENGTH AND BEVEL CUT TO FIT PAN EI.) FA TFNER#12 TV1,10 P.R PURI IN' 3"x3"Xt 6 C'A. ANGLE UD -81 SEE w+nv mb<i.com FOR CURTIEN- IWORN'A'ION 6U ECT TO CHcf GC 41'ITHOUT NIT CE 'EFFECTIVE AWI'_ 1. 2014 TRIM DETAILS HIGH SAVE PARAPET URETHANE SEALANT COUNTER FLASH — PARAPET 4-0GI I 30C FLASHING -� ET (n 0,C,)) 4 PER L TRI READ 4 PER PANEL # LI "eki'I --F TAF'., S,_ AL PANEL \ n CLIP-- ASiENERk'!--� z REDUIRLD) NOTE: HIGH SIDE PURLIN IS 9" DOWN SLOPE FFFFCTIVE APRIL'?.2014 SEE www.mbcl con FOR ERRE"1'1'!INFORMATION Naoa TX 6 I. 6224 1 d' IN 90 1-15 U24 AZ 351,53a6224 Adxr CA t I - -114 t h x I% h Ric, VA -11'23 AI!ai GA 12 =24 M _. #'s. IN 8YI 2 22 4 Rom NY 'c_ 1 2A;M S,a 1 IIA. CIh UT AtI CA 531, 11.`4 01 Loma CKy pK .622.1 r Oallaa TX ,.,0 _a ,^ca Omeha hE 3. r 45. 822: San A 10 uo,Tx fu596(3224 M I RkSEAD TAP, SEALER METAL INSIDE" J"N 504)AROUND TOP t CLOSURE (HN%426; OF CLOSURE TRIPL F BEAD LBtra-Dek- PANFL­\ t TAPE SEAL (IiW 502) �,DETAILA 12 14 X 1 PANCAKE`HEAD SEt.FDRiL IER(FAS FNER#'2A) ,1, 1 LR DQ ! /a' EA. PUHLIN 4 x V SEIF-DRIILE.R 'WIWASHER (FASTENER #1) (2) PER CLOSURE -14 x11111* LONG -LIFE SFI F-r, R111 FR W'WASHFR (FAS'"ENER #1E) (a; 3' O.C. i-- VALLEY TRILL FIELD CUT PANEL TO VALLEY TRIM '.INSIDE CL(` URF TRIPLE BEAD TAPE SCALER TRI BEAD TAPE SEALER FAS ENER#11 224 D c.) FA TIN -R N1E (3 PER PANEL) - I BACK-UP PLATE FASTENER VE (6 PER PANEL) ' 3'ECT TO i:NANGF W.?HOOT NOTICE UO -l9 IffirrZ®R Ith-Tal Ron( and Wall Systems 2" TRI BEAD TAPE SFALFR (H'IN 504) add PANEL RIBS OVER INSIDE CLOSURE 7-14xI%- .ONC-LIFE SEI _F DRILLER W WASHER ,FASTENER 91E) 4a? (2) PER RIB i \ VALLEY SUPPORT PLATE - ` (P-101) (FIELD LD NOTCH PURLINAS REO D. @ FA L PURIN) 12-14 X 1 PANCAKE HEAD SELF -DRILLER (FASTENER N12A) (2) PER CON, Q EA. PURUN NOTE 12" Valley dIi dimension must be used in Ic' w slope conditions and in valleys longer than 30'-0". -TRIPLE BEAD TAPE SEAL (HIN-502) 14"-14 X 1(q" LONG 1. IFF 1 SELF-DRILI_ERWtWASHFR iFASTENER #1E) Cid (2) PER RIB --IJETALANS0 F ULOSURE (11* 426) 1- BEVELED EDGE OF ROOF PANEL i i" LO'.NG -!PE SELF -DRILLER W'N ASHER .......t FAS. ENER#1E) 3.O.C. DETAIL A ADDITIONAL 6" idx r- LONG IFF LAPTEK—, .j^ "`- W ANASHFR FASTENER h4) C .. C TRIPLE BEAK 1W TRI READ 7HPE SIALFR (HW 504) oo�� � LOW SLIDING CLIP �;.j 1 ( _e H'W 21 02) 'f _ C b to LiltrD( ` PANELEI O HIP FLASHING ORETHANE SEALANT z CLOSJRE ENDS BEAD MINA ZEE CLOSURE (FL. 35M (FIELD CUT TO dq� LENGTH AND BEVEL CUT TO FIT PANEL) am URETHANE SEALANT' Z CLO URE — \ (REL D C'I.IT TO L ENGTH AND BEVEL CUT TO FIT PAN EI.) FA TFNER#12 TV1,10 P.R PURI IN' 3"x3"Xt 6 C'A. ANGLE UD -81 SEE w+nv mb<i.com FOR CURTIEN- IWORN'A'ION 6U ECT TO CHcf GC 41'ITHOUT NIT CE 'EFFECTIVE AWI'_ 1. 2014 TRIM DETAILS HIGH SAVE PARAPET URETHANE SEALANT COUNTER FLASH — PARAPET 4-0GI I 30C FLASHING -� ET (n 0,C,)) 4 PER L TRI READ 4 PER PANEL # LI "eki'I --F TAF'., S,_ AL PANEL \ n CLIP-- ASiENERk'!--� z REDUIRLD) NOTE: HIGH SIDE PURLIN IS 9" DOWN SLOPE FFFFCTIVE APRIL'?.2014 SEE www.mbcl con FOR ERRE"1'1'!INFORMATION Naoa TX 6 I. 6224 1 d' IN 90 1-15 U24 AZ 351,53a6224 Adxr CA t I - -114 t h x I% h Ric, VA -11'23 AI!ai GA 12 =24 M _. #'s. IN 8YI 2 22 4 Rom NY 'c_ 1 2A;M S,a 1 IIA. CIh UT AtI CA 531, 11.`4 01 Loma CKy pK .622.1 r Oallaa TX ,.,0 _a ,^ca Omeha hE 3. r 45. 822: San A 10 uo,Tx fu596(3224 M I RkSEAD TAP, SEALER METAL INSIDE" J"N 504)AROUND TOP t CLOSURE (HN%426; OF CLOSURE TRIPL F BEAD LBtra-Dek- PANFL­\ t TAPE SEAL (IiW 502) �,DETAILA 12 14 X 1 PANCAKE`HEAD SEt.FDRiL IER(FAS FNER#'2A) ,1, 1 LR DQ ! /a' EA. PUHLIN 4 x V SEIF-DRIILE.R 'WIWASHER (FASTENER #1) (2) PER CLOSURE -14 x11111* LONG -LIFE SFI F-r, R111 FR W'WASHFR (FAS'"ENER #1E) (a; 3' O.C. i-- VALLEY TRILL FIELD CUT PANEL TO VALLEY TRIM '.INSIDE CL(` URF TRIPLE BEAD TAPE SCALER TRI BEAD TAPE SEALER FAS ENER#11 224 D c.) FA TIN -R N1E (3 PER PANEL) - I BACK-UP PLATE FASTENER VE (6 PER PANEL) ' 3'ECT TO i:NANGF W.?HOOT NOTICE UO -l9 IffirrZ®R Ith-Tal Ron( and Wall Systems 2" TRI BEAD TAPE SFALFR (H'IN 504) add PANEL RIBS OVER INSIDE CLOSURE 7-14xI%- .ONC-LIFE SEI _F DRILLER W WASHER ,FASTENER 91E) 4a? (2) PER RIB i \ VALLEY SUPPORT PLATE - ` (P-101) (FIELD LD NOTCH PURLINAS REO D. @ FA L PURIN) 12-14 X 1 PANCAKE HEAD SELF -DRILLER (FASTENER N12A) (2) PER CON, Q EA. PURUN NOTE 12" Valley dIi dimension must be used in Ic' w slope conditions and in valleys longer than 30'-0". -TRIPLE BEAD TAPE SEAL (HIN-502) 14"-14 X 1(q" LONG 1. IFF 1 SELF-DRILI_ERWtWASHFR iFASTENER #1E) Cid (2) PER RIB --IJETALANS0 F ULOSURE (11* 426) 1- BEVELED EDGE OF ROOF PANEL i i" LO'.NG -!PE SELF -DRILLER W'N ASHER .......t FAS. ENER#1E) 3.O.C. DETAIL A ADDITIONAL 6" \ '' \ ()SON.IF'TRIC) LONG PIECEFF C TRIPLE BEAK 1W DETAIL A oo�� � St ALER(HN 02) (PLAIN VIE1N) cy N v UNDER INSIDE CLOSURE C b to ' For valleys over 30'-0' long, use extended valley trim. O CAUTION All trapezoidal panels are extremely d'`f.atl? to install at hips and valleys in a weatleright manner, The use of these details should only be attempted by installation crews that are highly experienced. In order to assure'v.'eathertightness, MBCI recommends one of it's vertical leg standing sear, systems for use on roofs that require hips arid valleys. Ef FECTIli N -,<IL?. 1'041 SEEWwwmbcl.cDm FOR CiIRRENT INFORMATION S:i3JECT TO"H.NGEWI'HOU T NOT': CE UD -82 Q) The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A N C O oo�� � Qui O cy N v C b to O vj`c'Za c im Qui O O O i? U C b ❑ � 2 U O ct (n O O w U U In n In "y LF M\ O � Z vb 0 Q Z O p IU � U 3 Ed U w O Scale: NOT TO SCALE Drawn by: Checked by. - Project Engineer: Job Number: Erection Guide Sheet Number: ULD14 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A PROPER HANDLING, STORAGE AND MAINTENANCE OF PAINTED AND GALVALUME PANELS PANEL HANDLING • All panel bundles must be inspected during unloading and carder advised immediately If damage Is noted Never unload or move panel bundles that have been opened without adequately clamping them. Without the band'Jig to hold the bundle stable, panels may shift during unloading or movement, causing the bundle to fall. • Novel, use wire slings to unload or move panel bundles, • Vdhen unloading or moving panel bundles over 20' long, a spreader bar may be required. It is the erector's responsibility to determine the location and number of Ilft points required to safely unload or move panel bundles. When handling individual panels, always wear protective gloves. OSHA safety regulations must be fol- lowed at all times. When cutting panels, always wear all required safety equipment such as safety glasses and gloves. Cut panels with nibblers, shears or snips. Do not use abrasive blade saws as !hese will n It the GolvatArne, coating causing the panel to edge rust which will void the Golva!ume'' and Paint warranties. Drilling fas- teners into panels will create metal filings that will rust and create an unsightly stain. Metal filings must removed by sweeping or wiping down panels immediately after installation to avoid this occurrence. PANEL STORAGE • If water is permitted to enter panel bundles, it is necessary to open bundles, separate the panels and dry all surfaces. • Store bundled panels off the ground sufficiently high to allow air circulation beneath bundle and to prevent rising water from [tutoring bundle.. Slightly elevate one end of bundle. • Prevent rain from entering bundle by covering with tarpaulin, making provision for air circulation between draped edges of tarpaulin and the ground. Prolonged storage of panels in a bundle is not recommended. If conditions do not permit immediate erection, extra care should be taken to prolect pastels from white rust or water marks. If panels have riot been erected within three weeks of receipt, the panels should be removed from the bundle for inspection. Condensation may cause damage to panels. The manufacturer's Paint and Gaivalume'?'warranties do not cover damage caused by improper panel storage. PANEL MAINTENANCE Never allow Galvalumew panels to come into contact with or water runoff from dissimilar materials such as copper, lead, or graphite. These materials will cause galvanic corrosion of the panels and will void the Gah-alume't warranty. This includes treated wood and AC condensate, both of which contain copper com- pounds- This also applies to painted panels. Always use long life fasteners in all exposed fastener applications. Non long life fasteners can rust through the panel at each exposed fastener location. Use of non long life fasteners in exposed applications will void the Gr lvalurnea and Pant warranties. UO -t;3 SEE—mbcl.com FOR CJr FENT iNFORkIATION 4uEJEt T TO CHANGE WIT 'HOU 'r NOTICE EFFECTIVE Aml?IL?, 2014 Panels should be protected against exposure to masoniry products, strong acids or bases and solvents. Exposure to these agents may etch or stain Galvalume P!us'v panels and cause painted parials to blister or peel. Never allow anyone to apply any coating or patching material to the panel surface, These products may contain chemicals that will adversely affect the Galvalume Plus' or paint coating. Also, water may become trapped between the coating material and the pa-iel, causing premature corrosion. If you have any question as to proper methods to use ir. the handling, storage or maintenance of these panels, call your nearest manufacturer representative. NOTICE .3.:,: .i ,:G. J8 C.1 01 .. .... .U. 1 3. ..:.a3:..% a .l; �tl-i..,',O v�^' t.., .•. t ...., ....:. ru,t °� r ;� 4 f �. ..n..,...... r �._.,. .n..-., '.EYat1...,.i't. g , tar, E, izc .. .,. ..a l a, alis �, t. ..cZ:)ir. I_rt, ':ac ....,., C ,.' e 'nd�, h < .r x:rOt. ... (. ., i.., 3,..1'ela .i cano"', .. ,..?..1 e1of Z,1 :ii.. r..' .'ro", li ., . , FF�FCT VEA>F:'.i_ 7, 2014 SF'_ www,mbc, —, F')R C J—F hT IN">RNiT:[)N Sl AJE�T TO CHANGE '•h'II HOUINOTICE LEI 8* 0 O N C3 �O a r Qlll H ,s n T%R7 ti --.. Ad24 I U 3N 43 L Inds I IN �f!-? i:'24 Lubbo k TX R fC f 21 PN anix AL FF i R; hmond VA801i 2 Atlel,21 •GA T% 4 C77 ?1 6 29 Lubback TX CN &33 f '.3 44 R <M1m tl VA R [ 3_ a - d2<4 ucEi c j Adel. GP Gx. 44.E22322A Uti ask MX 6011-621322 Ri V o Stl VA 00-729AZ rr,22411—ifwW, lllbft�lkll C U U Atlanta GAl,7-111-1111 t.'.a N s, N ,4,. 1t( .12J Roma, NY dU, . SA n... Adar la G 77 , 1.4 M—li-. TN Y0. 0 :21 Rnrna. NY R;.3r;':W21" Ailartn GA tt, 7 812 i+" 24 TN 9 62' HY -J':4 LZ ® Af.-1 GA H:. -A'.19 DaibY TX ii ,t5JGe24 Ok: G OK'' h --i+ 'e Qmaaa NF btk:4.-, ..,1.9 Sall 1-- Ur loll -J l411iR San A1Wr•o TX9..iiti-5214 AMnt4er CA M1 2 24 Oalla•TX 9 ,1 ,111:: i Ok: bema C.F/ OK 00 .. O�ena. NE ii" 5, d:2r ��24 Se14 yak IIY UT 5C ft '.904 San Ann1ro r%..O.. �a t.^4 V Dal CA Dana T%tl0 3'"� 4 Gry OK a 9: 0224 Omr.Tlrn M1:181'-11-21.1 1 Galt L Ci UT fp'+f 2404 Sa,,Al,—oYTT r U U 22 !' !tferril Roo( and tt'Glil S 'slrtl'isIndian rn rn Q� Moat Rout and Wall ,Svslems ;. IN R.0 r3,s224 ❑ ❑ literal Rolf rind Wall Stsirms PROPER HANDLING, STORAGE AND MAINTENANCE OF PAINTED AND GALVALUME PANELS PANEL HANDLING • All panel bundles must be inspected during unloading and carder advised immediately If damage Is noted Never unload or move panel bundles that have been opened without adequately clamping them. Without the band'Jig to hold the bundle stable, panels may shift during unloading or movement, causing the bundle to fall. • Novel, use wire slings to unload or move panel bundles, • Vdhen unloading or moving panel bundles over 20' long, a spreader bar may be required. It is the erector's responsibility to determine the location and number of Ilft points required to safely unload or move panel bundles. When handling individual panels, always wear protective gloves. OSHA safety regulations must be fol- lowed at all times. When cutting panels, always wear all required safety equipment such as safety glasses and gloves. Cut panels with nibblers, shears or snips. Do not use abrasive blade saws as !hese will n It the GolvatArne, coating causing the panel to edge rust which will void the Golva!ume'' and Paint warranties. Drilling fas- teners into panels will create metal filings that will rust and create an unsightly stain. Metal filings must removed by sweeping or wiping down panels immediately after installation to avoid this occurrence. PANEL STORAGE • If water is permitted to enter panel bundles, it is necessary to open bundles, separate the panels and dry all surfaces. • Store bundled panels off the ground sufficiently high to allow air circulation beneath bundle and to prevent rising water from [tutoring bundle.. Slightly elevate one end of bundle. • Prevent rain from entering bundle by covering with tarpaulin, making provision for air circulation between draped edges of tarpaulin and the ground. Prolonged storage of panels in a bundle is not recommended. If conditions do not permit immediate erection, extra care should be taken to prolect pastels from white rust or water marks. If panels have riot been erected within three weeks of receipt, the panels should be removed from the bundle for inspection. Condensation may cause damage to panels. The manufacturer's Paint and Gaivalume'?'warranties do not cover damage caused by improper panel storage. PANEL MAINTENANCE Never allow Galvalumew panels to come into contact with or water runoff from dissimilar materials such as copper, lead, or graphite. These materials will cause galvanic corrosion of the panels and will void the Gah-alume't warranty. This includes treated wood and AC condensate, both of which contain copper com- pounds- This also applies to painted panels. Always use long life fasteners in all exposed fastener applications. Non long life fasteners can rust through the panel at each exposed fastener location. Use of non long life fasteners in exposed applications will void the Gr lvalurnea and Pant warranties. UO -t;3 SEE—mbcl.com FOR CJr FENT iNFORkIATION 4uEJEt T TO CHANGE WIT 'HOU 'r NOTICE EFFECTIVE Aml?IL?, 2014 Panels should be protected against exposure to masoniry products, strong acids or bases and solvents. Exposure to these agents may etch or stain Galvalume P!us'v panels and cause painted parials to blister or peel. Never allow anyone to apply any coating or patching material to the panel surface, These products may contain chemicals that will adversely affect the Galvalume Plus' or paint coating. Also, water may become trapped between the coating material and the pa-iel, causing premature corrosion. If you have any question as to proper methods to use ir. the handling, storage or maintenance of these panels, call your nearest manufacturer representative. NOTICE .3.:,: .i ,:G. J8 C.1 01 .. .... .U. 1 3. ..:.a3:..% a .l; �tl-i..,',O v�^' t.., .•. t ...., ....:. ru,t °� r ;� 4 f �. ..n..,...... r �._.,. .n..-., '.EYat1...,.i't. g , tar, E, izc .. .,. ..a l a, alis �, t. ..cZ:)ir. I_rt, ':ac ....,., C ,.' e 'nd�, h < .r x:rOt. ... (. ., i.., 3,..1'ela .i cano"', .. ,..?..1 e1of Z,1 :ii.. r..' .'ro", li ., . , FF�FCT VEA>F:'.i_ 7, 2014 SF'_ www,mbc, —, F')R C J—F hT IN">RNiT:[)N Sl AJE�T TO CHANGE '•h'II HOUINOTICE LEI 8* 0 O Drawn by. Checked by Project Engineer: Job Number. Erection Guide Sheet Number: ULD15 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Sold seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. I DRCE3A ENCE3A 11i,fal Roof and tYn11 Sisrtnu For current information, visit our Website at www.mbci.com. Houston, TX Adel, GA Atlanta, OA At—her, CA 14(.137 west HROY 1801 rt.gen Roed 2280 Monte:' Avenue 5501Ddustry Way ?.0. Box 33217 P.O. Bnx 1107 P O. Bcx 44729 P 0, Bax 793 H—W1. TX 77238 Adal, GA 31620 Atlanta, GA 30336 Atwalor, CA 95301 877.7136224 888-446-6224 877-512-5224 80x1-8299324 Dallas, TX IndianaPMis, IN Lubbock, T% Meal TN h(I4 Jack McKay Bivd V81) M<Cali Fiefs 5711 Fcxst t'\I-40 '300 H ay 53 Nnnb O. Box 1210 P 0 B- 1- P C?. nJr. 101.33 P.O. Bnx :i66 Ennis, "t x 75120 S7fl ,—Ile. IN 4(776 L MI:,ock. 1X 79408 Hernando. MS 3802 800-g53-6224 800.735-6224 800758-6224 800.206-6224 Oklahoma City, OK Omaha, NE Phoenix, AZ Richmond, VA 7:700 S. El,itu n Avenue 10 11 ErsUrl A—1,z, 680 Suu;h 91& A,—,.. 801 Soul. Awe i P fi. 3vx 35993 0Tiara. NE 68119 F O Bex 739 F0. El.t 239 )k:o, ,..t „ OK 73'.43 t �cit.t;:'24 'o lest• AZ 8535',+, Cc C i:1111et4ht.s, VA 238:>4 80(`Ji'i7fi:229 888 533 P.ii0, 724,6224 Rome, NY Salt Lake City, U7 San AMmmo, TX 6'168 State Route 2331155Aest 2360 North 8677 I-10 Eas[ >'.O. Bcx 414'1 P.O. am, IS;) 2 7 P O. Box 6C Rome, NY 18442 Salt :-- Cir,. UT B4^ 78 Converse. -X 78'03 300.5595224 800-874-2404 60x.598-6224 L.ilhn m I3 SA. 91 1.VT 5M N C3 �O C (J cn Q ui r3) O U ucEi c j O y% 6 0 z� ILI O C U �rz U lya li 3 ❑ U L) 0 U U 22 rn rn Q� m� 02 (yam �1 ❑ ❑ O O LLIU vQCD L: IU�o C) 3 ULD O Scale: NOT TO SCALE Drawn by. Checked by Project Engineer: Job Number. Erection Guide Sheet Number: ULD15 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Sold seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. I DRCE3A ENCE3A 11i,fal Roof and tYn11 Sisrtnu For current information, visit our Website at www.mbci.com. Houston, TX Adel, GA Atlanta, OA At—her, CA 14(.137 west HROY 1801 rt.gen Roed 2280 Monte:' Avenue 5501Ddustry Way ?.0. Box 33217 P.O. Bnx 1107 P O. Bcx 44729 P 0, Bax 793 H—W1. TX 77238 Adal, GA 31620 Atlanta, GA 30336 Atwalor, CA 95301 877.7136224 888-446-6224 877-512-5224 80x1-8299324 Dallas, TX IndianaPMis, IN Lubbock, T% Meal TN h(I4 Jack McKay Bivd V81) M<Cali Fiefs 5711 Fcxst t'\I-40 '300 H ay 53 Nnnb O. Box 1210 P 0 B- 1- P C?. nJr. 101.33 P.O. Bnx :i66 Ennis, "t x 75120 S7fl ,—Ile. IN 4(776 L MI:,ock. 1X 79408 Hernando. MS 3802 800-g53-6224 800.735-6224 800758-6224 800.206-6224 Oklahoma City, OK Omaha, NE Phoenix, AZ Richmond, VA 7:700 S. El,itu n Avenue 10 11 ErsUrl A—1,z, 680 Suu;h 91& A,—,.. 801 Soul. Awe i P fi. 3vx 35993 0Tiara. NE 68119 F O Bex 739 F0. El.t 239 )k:o, ,..t „ OK 73'.43 t �cit.t;:'24 'o lest• AZ 8535',+, Cc C i:1111et4ht.s, VA 238:>4 80(`Ji'i7fi:229 888 533 P.ii0, 724,6224 Rome, NY Salt Lake City, U7 San AMmmo, TX 6'168 State Route 2331155Aest 2360 North 8677 I-10 Eas[ >'.O. Bcx 414'1 P.O. am, IS;) 2 7 P O. Box 6C Rome, NY 18442 Salt :-- Cir,. UT B4^ 78 Converse. -X 78'03 300.5595224 800-874-2404 60x.598-6224 L.ilhn m I3 SA. 91 1.VT 5M Builder/Contractor Responsibilities_ Drawing Voli Ry — These drawings, supporting structural calculations and design certification are based on the order documents as of the date of these drawings. These documents describe the material supplied by the manufacturer as of the date of these drawings. Any changes to the order documents after the date on these drawings may void these drawings, supporting structural calculations and design certification. The Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which result in changes to the drawings, supporting structural calculations and design certification. Builder Acceptance of Drawings — Approval of the manufacturer's drawings and design data affirms that the manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of standard practice Sept 86 Section 4.2.1)(Mar 05 Section 4.4.1) Code Official Approval — It is the responsibility of the Builder/Contractor to ensure that all project plans and specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor is responsible for securing all required approvals and permits from the appropriate agency as required. Buildina Erection — The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, braces, false work or other elements required for erection will be determined, furnished and installed by the erector (AISC Code of Standard Practice Sept 86 Section 7.9.1) (Mar 05 Section 7.10.3) (CSA/S16-09 Section 29). Discrepancies — Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal Building plans will govern. (AISC Code of Standard Practice Sept 86 Section 3.3) (Mar 05 Section 3.3) Materials by Others — All interface and compatibility of any materials not furnished by the manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria concerning any interface between materials if furnished as a part of the order documents, the manufacturers assumptions will govern. Modification of the Metal Building from Plans — The Metal Building supplied by the manufacturer has been designed according to the Building Code and specifications and the loads shown on this drawing. Modification of the building configuration, such as removing wall panels or braces, from that shown on these plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed Structural Engineer should be consulted prior to making any changes to the building configuration shown on these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the building not indicated on these drawings. Foundation Design The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, diameter and projection of the anchor rods required to attach the Metal Building System to the foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for specifying rod embedment, bearing values, tie rods and or other associated items embedded in the concrete foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed loads, and the bearing capacity of the soil and other conditions of the building site. (MBMA 06 Sections 3.2.2 and A3) 7=EE Ceco Building Systems An NCI Company SOUTHERN REGION EASTERN REGION MIDWESTERN REGION P.O. BOX 911 2400 HIGHWAY 45 NORTH P.O. DRAWER 2387 100 RED IRON ROAD P.O. BOX 72 J05 NORTH IRIS STREET COLUMBUS, MS J9705 ROCKY MOUNT, NC 27802 MOUNT PLEASANT, IA 52641 FIELD REPRESENTATIV' FIELD REPRESENTATIVE FIELD REPRESENTATIVE' LEON KUEHN KYLE KNIGHT (652) 243-6475 CHRIS COBB (252) 407-1932 OR (319) 217-4022 ML PLEASANT IOWA RANDALL WIGGINS THE NUT. Over 1 5/16" TO 1 9/16" 2 1/4" (252) 407-1834 Frame Sidesway FOR QUESTIONS OR ASSISTANCE CONCERNING YOUR CECO BUILDING, PLEASE CALL OUR FIELD SERVICES REPRESENTATIVE. ENGINEERING DESIGN CRITERIA Building Code 2010 CALIFORNIA Occupancy Category „ „ •„ Normal (Category II) Roof Dead Load 2,82 psf Superimposed P Collateral 3.00 psf (0.00 psf Ce i t i ng 3.00 psf Other) 20. 00 psf no reduction Roof Live Load ............. J"0 A325 BOLT GRIP TABLE GRIP LENGTH BOLT LENGTH NO TE: FULL THREAD ENGAGEMENT IS 0 TO 9/16" 1 1/4" F. T.PGRIP MBMA MEURER IAS ACCRED110 ,,,s cY cb UI PBR, DOUBLE—LOK SUPERLOK, LS—J6 CFR, CF(MEIL—PLANK, V—RIB, 72 INSUL—RIB, MESA, FLUTE, STRIATED, DEEMED TO NAVE BEEN MET Over 9/16" TO 1 1/16" 1 3/4" F. T.IS L SANTA FE ARCH. FLAT) a,eM 240 WHEN THE END OF THE BOLT FLUSH WITH THE FACE OF Over 1 1/16" TO 1 5/16" 2" ML PLEASANT IOWA MIAMI DADE MAP, PBR, BATTENLOK HS DOUBLE—LOK, SUPERLOK THE NUT. Over 1 5/16" TO 1 9/16" 2 1/4" Portal Frame Sidesway 200 REQUIRED ONLY WHEN SPECIFIED. Over 1 9/16" TO 1 13/16" 2 1/2"HER 200 HER MAY BE LOCATED UNDER HEAD Over 1 13/16" TO 2 1/16" 2 3/4' 200 BOLT, UNDER NUT, OR AT BOTH AT LOCATIONS OF BOLTS LONGER THAN 2 3/4" LOCATIONS NOTED ON ERECTION DRAWINGS. NOTED ON ERECTION DRAWINGS ADD 5/32" FOR EACH WASHER TO MATERIAL F.T. DENOTES FULLY THREADED THICKNESS TO DETERMINE GRIP. W i nd 85. 00 mph Basic Wind Speed „ ,•, •,,, P Wind Importance Factor (I) ... 1.00 Wind Exposure Category •• internal Pressure Coef ( GCp I ) 0. 55/-0. 55 Loads for components nt provided by building manufacturer Corner Areas (within 6. 40' of corner) 19. 61 psf pressure —24.48 psf suction o Other Areas 19.61 psf pressure —20.83 psf suction These values are the maximum values required based on a 10 sq ft area. Components with larger areas may have lower wind loads. Seismic Seismic Importance Factor (Ie) 1,00 Seismic Design Category D Soil Site Class D Stiff Soll Sds 0.526 g Ss 0, 597 g S1 .. — .... 0. 260 g Sol 1 , , , .. 0, 326 g Equivalent Lateral Force Analysts Procedure Column Line All Basic Force Resisting System C4 Response Modification Coefficient (R) 3,50 Seismic Response Coefficient (Cs) 0.150 Desgn Base Shear In kips (V) 29.74 Basic Structural System (from ASCE 7-05 Tabte 12,2-1) C4 — Ordinary Steel Moment Frame PROJECT NOTES BOLT TIGHTENING - Bolted Joints with A325 Type 1 bolts greater than 1/2" dtamter are specified as pretensioned joints in accordance with the Specification for Structural Joints Using ASTM A325 or A490 Bolts, December 31, 2009. Pre -Tensioning can be accomplished by using the turn -of -nut method of tightening, calibrated wrench, twist of; type tension control bolts or direct tension indicator as acceptable to the Inspecting Agency and Budding Official, Installation Inspection Oneoints requiremjoints ents ofor 9,2)eusengiturn-of nut methodfisasuggestedtion for Structural The connections on this project are not slip critical. Material properties of steel bar, plate, and sheet used in the fabrication of built-up structural framing members conform to ASTM A529, ASTM A572, ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 ksl, Material propertles of hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with a minimum specified yield point of 50 ksl. Hot rolled angles, other than flange braces, conform to ASTM 36 minimum. Hollow structural shapes conform to ASTM A500 grade B, minimum yield ppMMoint is 42 ksi for round HSS and 46 ksi for rectangular HSS. theerequirremelat ntsiof ASTM oA1011rSSdGradet5?, ASTM eA1011mHSLAScGradem55o Class 1, ASTM A653 SS Grade 55, or ASTM A653 HSLAS Grade 55 Class 1 with a minimumyield point of 55 ksi. For Canada, material properties conform to CAN/CSA G40,20/G40,21 or equivalent, Design criteria as noted is as given within order documents and Is applied in general accordance with the applicable provisions of the model code and/or specification Indicated, Neither the manufacturer nor the certifying engineer declares or attests that the loads as designated are proper for local provisions that may apply or for site specific parameters. The design criteria is supplied by the builder, project owner, or an Architect and/or Engineer of Record for the overall construction project, Using standard gutter with 4 x 5 downspouts, the roof drainage system has been designed using the method outlined in the MBMA Metal Building Systems Manual, Downspout locations have not been Located on these drawings, The downspouts are to be placed on the building sldewalls at a spacing not to exceed 25,8 feet with the first downspout from both ends of the gutter run within 2 feet of the end, Downspout spacing that does not exceed the maximum spacing will be In compliance with the bu ltding code, The gutter and downspout system as provided by the manufacturer is designed to accommodate 4 in/hr rainfall intensity as it corresponds to a 5 year recurrence Interval, Framed openings, walk doors, and open areas shall be located In the bay and elevatlon as shown In the erection drawings. The cutting or removal of girts shown on the erection drawings due to the addition of framed openngs, walk doors, or open areas not shown may void the design certifications supplied by the metal building manufacturer, X -Bracing is to be installed to a taut condition with all slack removed. Do not tighten beyond this state, The wall construction by others at building sldewalls & endwalls has a self weight of 40 psf, This weight has been utilized in the design considerations for the building's seismic design. The support members provided by the metal building manufacturer on bldg 1 have been designed to support the wall system by others and to deflect less than L/360 under wind or seismic loading. The wall system shall be attached to the outside flange of the support members memberashalt beabraced cing ito the twatt system eatl1/4eof the support points. Quality Metal Building Systems From Your Construction Professionals DEFLECTION CRITERIA The Material supplied by the Manufacturer has been designed with the following minimum deflection criteria, The actual deflection May be less depending on actual load and actual Member length. The frame sidesway for wind loading Is based on ASCE 7 commentary equation CC -3 of 0, 7W. The limits shown are at service toads unless indicated otherwise, BUILDING DEFLECTION LIMITS.„ i BLDG—A Roof Limits Live L/ Snow L/ Wind L/ Total Gravity L/ Total Uplift L/ Frame Limits Live H/ Snow H/ Wind H/ Seismic Drift H/ Crane H/ Total Gravity H/ Total Wind H/ Service Seismic H/ Wall Limits Total Wind Panels L/ Total Wind Girts L/ Total Wind EW Columns L/ Rafters R M V MR A xr niTso 0�� APPROVED 240 MBMA MEURER IAS ACCRED110 ,,,s cY cb UI PBR, DOUBLE—LOK SUPERLOK, LS—J6 CFR, CF(MEIL—PLANK, V—RIB, 72 INSUL—RIB, MESA, FLUTE, STRIATED, �,+jOa'yy CU3ASAF; MIAMID1aDE L SANTA FE ARCH. FLAT) a,eM 240 ROOF SYSTEMS 60 ML PLEASANT IOWA MIAMI DADE MAP, PBR, BATTENLOK HS DOUBLE—LOK, SUPERLOK MAP, PBR, PBU, LOKSEAM DOUBLE—LOK, ULTRA—DEK BAT7ENLOK HS, SUPERLOK CFR, 72 PANEL Sidesway DEFLECTION CRITERIA The Material supplied by the Manufacturer has been designed with the following minimum deflection criteria, The actual deflection May be less depending on actual load and actual Member length. The frame sidesway for wind loading Is based on ASCE 7 commentary equation CC -3 of 0, 7W. The limits shown are at service toads unless indicated otherwise, BUILDING DEFLECTION LIMITS.„ i BLDG—A Roof Limits Live L/ Snow L/ Wind L/ Total Gravity L/ Total Uplift L/ Frame Limits Live H/ Snow H/ Wind H/ Seismic Drift H/ Crane H/ Total Gravity H/ Total Wind H/ Service Seismic H/ Wall Limits Total Wind Panels L/ Total Wind Girts L/ Total Wind EW Columns L/ Rafters Purlins Panels 240 240 60 240 240 60 240 240 60 240 240 60 240 240 60 Sidesway Portal Frame Sidesway 200 200 E4 Roof & Canopy Sheeting 200 E6 Sidewall BLDGA WALLSWA E7 Sidewall BLDGA WALLSWC 40 E9 Endwoll BLDGA WALL EWB & EWD 4 0 100 E15 Portal Frame Cross Section at SWC E16 Iso Trim 200 R1 -R14 Construction Drawings R15 200 o 240 200 .y s 2 40 Limit 60 360 120 � o o The Service Seismic limit as shown here is at service level loads. Drawing Index y U page Description m F1 Anchor Rod F2 Anchor Rod Details F3—F4 Reaction Drawings E1 Cover Sheet o E2 Primary Steel BLDGA E3 Roof Framing BLDGA a U y Q 0 0 0 E4 Roof & Canopy Sheeting E5 Canopy Details E6 Sidewall BLDGA WALLSWA E7 Sidewall BLDGA WALLSWC E8 Back Sheeting Layout E9 Endwoll BLDGA WALL EWB & EWD E10—E13 Main Frame Cross Sections E14 Portal Frame Cross Section at SWA E15 Portal Frame Cross Section at SWC E16 Iso Trim R1 -R14 Construction Drawings R15 Trim Profiles o .y s � o o �� c c a w 2 m ate, 0 0 0 c o ,2 J lY v w Co U W a °i J ¢ 'n0 rn= o O -J Z rr^^ �ZUy vJ U Ld UNSw K CO U LY o 0 yj U U B w `U oU 0 12:� C N 4 QPOW D D U ��rna C 1 C ZQ= o V Q Owc�O �n �0� UI WCO QZ 3 U>EDOQ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by MAW 3/17/15 Project Engineer: EML Job Number: 14—B-71197-1 BUTTE Sheet Number: E1 of 16 COUNTY The engineer whose seal appears hereon is an employee MAR 2 6 2015 for the manufacturer for the materials described herein. Said seal or certification is limited DEVELOPMENT to the products designed and manufactured by manufacturer SERVICES only.The undersigned engineer is not the overall engineer of for this Bj�-07 record project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A BUILDING DESCRIPTIONS Building ID Width Length Height Slope Buildina A I 80'-0 1 227'-0 16'-0 1 J:12 Mar 1&/2015 —X DENOTES: PURLIN OR GIRT STRUT. WHEN ROOF SYSTEM IS SSR, ROOF PANEL CLIPS ARE NOT REQUIRED AND HAVE NOT BEEN PROVIDED AT PURLIN STRUTS. ; Q I T 1.1 1 4 I T227'-0 OUT OUT OF STEEL(INSIDE OF METAL STUDS) g^ 29'-4 28'-0 28'-0 28'-0 28'-0 8'-0 8'-0 -7— T 8'-0 8'-0 28'-0 0 28'-0 6" 28'-4 I 8.9 O V) O O I N N O M J Q LJ W O W 0 N Z O w I U) O EWB N G� SWC 29'-4 SWA 28'-0 EWD Z_SECTION LAP TABLE SYMBOL LAP (LENGTH) SYMBOL LAP (LENGTH) S 0'-2' (3 „) T 2'-4"(2'-5J„) R V -4^(1'-5j") V 3'-0"(3'-11") o -v 8'-0-1 i 1 28'-0 '-028'-0 28'-4 8 28'-0 28'-0 28'-0 28'-0 - I, J— 227'-0 OUT OUT OF STEEL (INSIDE OF METAL STUDS) 8.9 6 7 dD d ROOF FRAMING PLAN W, Mar IV2015 rJ 0 0 I 0 0 m ,y O q o � rn a) 0 I o v5 c�azi y C j O W O O (n j m O O O W y c N Q m00 HCl, 3U3 WU -'d WI -- g U 3 -J I W O O Q LJ W u O W 0 (n I..I `ti. p U O, U a_ QL �(oUD' o O W H (n Ocl- JCn V 4 O I O OMI N ot) 0 LLJ r> 1 0 U > 0rn< z Ln LJ 00 Z d rnM z v V e 0Z4= o Q `O�JX) O 0 p 0 � III 0 o Z (`((DQZ VN a c 3 v>(a0< o Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 0 Checked by MAW 3/17/15 � o Project Engineer., EML (� —{ W I �/ Job Number: 14—B-71197-1 Sheet Number: E3 of 16 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A W, Mar IV2015 16'-0 7n, n XGDL23020 F I I o o}. I IO Z N Q 6" METAL STUDS NOT BY CECO PANEL TYPE = UDK (GALVALUME) I PANEL OVERHANG = 44 FROM OUTER STEEL ROOF SHEETING PLAN SWC EWB1 KEY PLAN IEWD SWA LOCKSEAM CANOPY PANELS PANEL COVERAGE = 1'-0 COLOR = FERN GREEN PANEL PKG. REQ'D. = LSS3 (FIELD CUT AS REQ'D) 0) j �o o'- i I io n�I I I1- 6 5'-0 (18) PANELS ® 9'-4 5'-0 L12 SOFFIT PANELS PANEL COVERAGE = 1'-0 COLOR = LIGHT STONE (FIELD CUT AS REQ'D) (18) PANELS ® 5'-0 SHEETING AT SIDEWALL CANOPIES TYP. AT (4) LOCATIONS 16'-0 CANOPY ROOF TO MEET UL90 REQUIREMENTS, SEE DETAILS FOR SPECIFIC INSTRUCTIONS. U LOCKSEAM CANOPY PANELS PANEL COVERAGE = 1'-0 COLOR = FERN GREEN PANEL PKG. REQ'D. = LSS4 00 (FIELD CUT AS REQ'D) x-101 I0O II d� BE 6'-0 I (26) PANELS @ 10'-2 L12 SOFFIT PANELS PANEL COVERAGE = 1'-0 COLOR = LIGHT STONE (FIELD CUT AS REQ'D) (26) PANELS ® 6'-0 SHEETING AT ENDWALL CANOPIES TYP. AT (4) LOCATIONS PANEL TYPE = UDK (GALVALUME) PANEL OVERHANG = 4 FROM OUTER STEEL 29'-0 XGDL23001 0 M II rq Mla rysr MMC r�rp nho- r11d ry.} MM.h rx) 00 r7 N"l M M PO r'J V) M V-) M r) r7 M r7 r7 M � I I I I I I I I I I I I I w 00 00 00 00 00 co a0 00 00 00 00 00 00 O M r7 r7 r7 r7 r') M M ro M ro d w y ° 1) HW7761 -"J,w o �((1) HW7769 a cv wcoU W —(112)HW7760-1 J Qrn J E a,o 0- (1 HW7761 HW7769 w (if z OCD wL); ❑ —(1) U C W Y O 001-1 U N S W 0_t000 .. ._. �I } O I 11 r7 II nrr rnr r�.r r�.r rrr c r rn.r r rm rrr J rb M r') r9 t7 PO r7 r7 n 1'7 t7 f) M r7 M M r7 r7 K) �. I I I I NOT BY CECO I I I I I I 1 1 w 00 00 0o 00 00 0J 00 00 00 00 00 00 00 U W) rn n r7 r-) r) M ro M n n n r7 d (n bo XGDL2,300111 29'-0 m� 3" HW426-1 v XGDL23020 6'-0 Sheet Number: E4 of 16 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A Mar 1 £3+'2015 ti.11` `�-A -,' 0 rz O O I z I N U I h C Q ; _z. (112) HW7760-1m w y ° 1) HW7761 -"J,w o �((1) HW7769 a cv wcoU W —(112)HW7760-1 J Qrn J E a,o o 0 �` �` (1 HW7761 HW7769 w (if z OCD wL); ❑ —(1) U C W Y O U N S W 0_t000 .. ._. �I } O I 11 U U o z Q c N rl 4 0UJ❑❑ n UJ J Q z��Q _ a� z U < m m Q V7 Jo cn 6'-0 o Oo� o 6" METAL STUDS ° Li vi m a z N .3 NOT BY CECO oJ F- J =Mry — HW426-1 > co O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by MAW 3/17/15 Project Engineer- EML Job Number: 14-B-71197-1 Sheet Number: E4 of 16 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A Mar 1 £3+'2015 ti.11` `�-A -,' EWB c G a u C I CI -292- FASTENS BETWEEN THE GIRTS ON EACH SIDE OF THE ENDWALL COLUMNS, AT ALL GIRT ELEVATIONS. REFER TO DETAILS. SWC KEY PLAN SWA EWD 12 3'-5 4'-7 4'-11 4'-11 4'-11 4'-11 4'-11 4'-11 (24) RA4- (21) HW7710-1 (2J) RA4-1 (2J) HW7710-1 R1A I R1A PC22 PC22 (PC22 PC22 PC22 PC22 PC26- PC12L PC12R GC10 GC11 GC11 1 GC10 PC22A r' — — I 'r PC22A OPEN FOR MATERIALS (NOT BY MA UFACTURER) 10'-0 30'-0 30'-0 10'-0 l�J dD C1AA CN2A CN3A ENDWALL ELEVATION "EWB" AT GRID LINE "1.1" 12 F APPROXIMATE MEMBER WEIGHTS x WEIGHT c� 313 UJ 229 x 517 w 517 Q 923 w O I 0 CI -292— FASTENS BETWEEN THE GIRTS ON EACH SIDE OF THE ENDWALL COLUMNS, AT ALL GIRT ELEVATIONS. REFER TO DETAILS. c G a u C I CI -292- FASTENS BETWEEN THE GIRTS ON EACH SIDE OF THE ENDWALL COLUMNS, AT ALL GIRT ELEVATIONS. REFER TO DETAILS. SWC KEY PLAN SWA EWD 12 3'-5 4'-7 4'-11 4'-11 4'-11 4'-11 4'-11 4'-11 (24) RA4- (21) HW7710-1 (2J) RA4-1 (2J) HW7710-1 R1A I R1A PC22 PC22 (PC22 PC22 PC22 PC22 PC26- PC12L PC12R GC10 GC11 GC11 1 GC10 PC22A r' — — I 'r PC22A OPEN FOR MATERIALS (NOT BY MA UFACTURER) 10'-0 30'-0 30'-0 10'-0 l�J dD C1AA CN2A CN3A ENDWALL ELEVATION "EWB" AT GRID LINE "1.1" 12 F APPROXIMATE MEMBER WEIGHTS PART MARK WEIGHT CN3A 313 CN2A 229 C1AA 517 C1AB 517 R1A 923 l �J Cb CN2A C1 AB 10'-0 1 30'-0 I 30'-0 1 10'-0 6 dD C1 AA CN2A CN3A ENDWALL ELEVATION "EWD" AT GRID LINE "8.9" APPROXIMATE MEMBER WEIGHTS PART MARK WEIGHT CN3A 313 CN2A 229 C1AB 517 C1AA 517 R1A 923 0 .g U co O a 0 0 c 0 o � C] o Q w Cj �1 U Sc U O J Q m H O O E w .. O LL LL o 0 LJ ❑ VW Y Jim O U N 2 W Q::co0o- 0 0 U U —! `U oU p L L L L� QA� LU 1:1 ElO v r0 > v z�Lnw Z d�0)m V Mzax o L:0D0 E Qoz� °' LJ V O J U>co0¢ Q Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: EMIL Job Number: 14—B-71197-1 Sheet Number: E9 of 16 The engineer whose seal appears hereon is on employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A Cb Mar 1 . 2015 fid{ CN2A C1 AB o D O M N f N � X N XO W M r (I n < M U UO 6 OD ED rn p o Z � O `<_ -I 70 D O Lnn70 D :EU CE) rel � M II No M O O >W n _ < <. wMr- o X j La D w I N W 16'-0 Cn v 0 1,-31 m 0 I O oom D - - - - - - - - - - - - - - K: CD U r CK W1 E I o a N � D 9 I �❑ \ X I O N I � r N D W D CTI I _ M \ o C„ 12'-7M CLEAR I U w I � I � I M I O ;;u I O N M O O z D I � O N � I• I' I D ni F- > D �Z zf <' m r D I -i Ci O _ I D � � I O D Z7 X M m K D D I M M M K I CD cn oo rq m �0 -A 5 �:u cn P _ rrt I O --a I D X N D N I U W O r N � I r.M-. CKW1E O co W O _ N O N 9 X D W N U Om'TI < -n 0 NX ��fl <r*rneod OD ;DF— M OD �n mz Or- c o>o o� mZU) M z O m rl O N mm 0 N AD o= z� go MZ FDZ N 0 mz U� ➢N m a i D M z rrTlX Q O O OK K Z D M D Z 0 t `3 w REG .n O'} m e y 1� o n 7 �n Z L C) � � 'o � B o 0 � 0 5 Columbus, MS. (662)243-6400 Revision Date Description By Ck'd oo ° rt J � - o � 570 � ? Z n• � � Q Mount Pleasant, IA. (319) 385-8001 CL 3 � = Ceco Building Systems '• a ° ° ° � 3 Q o- � Rocky Mount, NC. (252) 977-2131 � 7' ° ° ; = o 0 a o � m 3 � :11 An NCI Company www. cecobuildings. cam o,� ° m � N o � o o � � f � � o � Customer.• Project Name &Location: U, B v m 10 '< •• � ,�. _, o � D O ti V.I.S.E. COMPANY RICK GUDGEL � o o ,'a � 3 � ° n -❑, `r � I � 6306 COUNTY ROAD 24 629 ENTLER AVE ? "6'5* � � � � �- `�° ° y m � � n ORLAND, CA 95963 CHICO, CA 95928 = r'" 1-D � � � � o m o cn � r W � � ATTN: JOSH BEAVER REP: KIM HOLTGREWE !'� o �' 93 0 a B �l v ° Co \ � � Drawing Status: Preliminary (D' � ❑ '+' � ° � � � \ ❑ (Not For Construction, ❑For Construction Permit � 0- 55.For Approval � For Erector Installation ❑ (Not For Construction F3536-1 T5214-1 T5014-1 T5014-1 (TYP.)T5237-1 T5121-1 rT5062-1 (TYP.) T5241-�F92-1 T5014-1 T5014- �rF18-1 (IF REQ'D.) X F92 -1X T5241-1 (TYP.) T5014-1 FLASHING LAYOUT @ CANOPIES (4) SIDEWALL LOCATIONS T5225-1 (IF REQ'D.) T5214-2 T5014-1% T5014-1 (TYP.)T523-1� T51211 -1 FL565-1 F500 -1X T5062-1 (TYP.) T5014-1 /T5241 -1 � T5014-[ F9 -1 (IF REQ'D.) F92 1X F92 -1X T5241-1 (TYP.) T5014-1 FLASHING LAYOUT ® CANOPIES (4) ENDWALL LOCATIONS FRAMED OPENING FLASHING TABLE QTY MARK DESCRIPTION HEADER JAMB SILL PREMIUM TRIM HEADER/SILL PREMIUM TRIM JAMBS LINER TRIM HEADER/SILL LINER TRIM JAMBS LINER CLOSURE TRIM JAMBS LINER CLOSURE TRIM HEADER 12 A 14'-0 X 14'-0 F481-1 F482-1 N/A F981-1 F981-2 N/A N/A N/A N/A 4 B 16'-0 X 8'-0 F481-2 F482-2 N/A F2994-1 F2994-2 N/A N/A N/A N/A 4 N/A 3070 WALK DRS F481-3 F482-3 N/A F2994-3 F2994-4 N/A N/A N/A N/A F797-1 —t F321-1 DOWNSPOUT LAYOUT [14 REQ'D] a Y U an a) p Q c 0 S a� o Z a o Q c J W j C woc U W U D o J Q Ln J o a w1 0 0 p0wQ= ❑ o U w U Y of cD U of U U w v y OL Q o o(a> U v Q��w Z o m w Q ` pDU(n � O IUI oE 06 WOz.. of cD Q Z 3 h O J F p U>(DDOQ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by MAW 3/17/15 Project Engineer- EVIL Job Number: 14—B-71197-1 Sheet Number: E16 of 16 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A FIELD SERVICE PROCEDURES AUTHORIZATION FOR CORRECTIVE WORK UNLOADING, HANDLING, AND STORING MATERIALS ROOF AND WALL PANELS DAMAGE DURING CONSTRUCTION U IN ORDER TO GIVE YOU PROMPT SERVICES AND KEEP PROBLEMS TO A MINIMUM, PLEASE NORMAL ERECTION OPERATIONS INCLUDE THE CORRECTION OF MINOR MISFITS BY MODERATE STRUCTURAL - A GREAT AMOUNT OF TIME AND TROUBLE CAN BE SAVED IF THE BUILDING MANUFACTURER'S WALL AND ROOF PANELS INCLUDING COLOR COATED, GALVALUME & SERVICE UNDER WIDELY VARIED CONDITIONS. ALL THE QUALITY OF WORKMANSHIP IN STEEL ERECTION, CONSTRUCTION PRACTICES, AND HANDLING METHODS USED DURING THE CONSTRUCTION OF THE METAL BUIL DING CAN MANNER: CAREFULLY CHECK HANDLE ANY SHORTAGES OR BACK CHARGES IN THE FOLLOWING M H UNLOADING. MARK ANY ITEMS, WHICH APPEAR TO BE MISSING AND YOUR PACKING LIST WHILE AMOUNTS OF REAMING, CHIPPING, WELDING OR CUTTING AND THE DRAWING OF ELEMENTS INTO LINE THROUGH THE USE OF DRIFT PINS. ERRORS WHICH CANNOT BE CORRECTED BY THE PARTS ARE UNLOADED AT THE BUILDING SITE ACCORDING TO A PRE -ARRANGED PLAN. PROPER LOCATION AND HANDLING OF COMPONENTS WILL ELIMINATE UNNECESSARY HANDLING. GALVANIZED, PROVIDE EXCELLENT UNLOADING &ERECTION PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE SIGNIFICANTLY AFFECT THE APPEARANCE AND PERFORMANCE OF THE BUILDING PANELS. m PANEL DAMAGE DURING CONSTRUCTION CAN BE THE RESULT OF FAULTY INSTALLATION NOTIFY THE FIELD SERVICE DEPARTMENT AT THE NUMBER SHOWN IN THE TITLEBLOCK AS SOON FOREGOING MEANS OR WHICH REQUIRE MAJOR CHANGES IN THE MEMBER CONFIGURATION QUALITY MERCHANDISE, WHICH MERITS CAUTIOUS CARE IN HANDLING. METHODS AND/OR CARELESSNESS. AS POSSIBLE. CALLING SOMEONE ELSE COULD DELAY THE PROPER RESPONSE. SHOULD BE REPORTED IMMEDIATELY TO THE OWNER AND FABRICATOR BY THE ERECTOR, TO ENABLE WHOEVER IS RESPONSIBLE EITHER TO CORRECT THE ERROR OR TO APPROVE THE MOST NOTE: PIECE MARKS ARE STENCILED ON PRIMARY STRUCTURAL MEMBERS AT LOWER END, 1'-0" FROM END. INSPECT ALL SHIPMENTS PRIOR TO RELEASING THE TIE -DOWNS UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF OVERDRIVEN FASTENERS CAUSE INDENTATIONS OR SHALLOW POCKETS IN THE PANEL AROUND SHORT MATERIALS- IMMEDIATELY UPON DELIVERY OF MATERIAL, QUANTITIES ARE TO BE EFFICIENT AND ECONOMICAL METHOD OF CORRECTION TO BE USED BY OTHERS. (AISC 303-10, FOR LOADS THAT MAY HAVE SHIFTED DURING TRANSIT! SHEETS SHOULD BE LIFTED OFF THE TRUCK WITH EXTREME CARE TAKEN TO INSURE THAT NO DAMAGE OCCURS TO ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES SHOULD BE THE FASTENER HEAD. RAIN WATER OR CONDENSED MOISTURE COMBINED WITH ATMOSPHERIC VERIFIED BY THE CUSTOMER AGAINST QUANTITIES THAT ARE BILLED ON THE SHIPPING SECTION 7.14) (MAR 05 SECTION 7.14) IF THE ERROR IS THE FAULT OF THE MANUFACTURER, STORED OFF THE GROUND SUFFICIENTLY HIGH TO ALLOW AIR CIRCULATION UNDERNEATH THE POLLUTANTS (PRINCIPALLY SULFUR DIOXIDES) AND DIRT PARTICLES COLLECT IN THESE DOCUMENT. NEITHER THE MANUFACTURER NOR THE CARRIER IS RESPONSIBLE FOR THE T HE UAN11TIES BILLED ON SHIPPING DOCUMENT IF SUCH MATERIAL SHORTAGES AGAINST T Q AN "AUTHORIZATION FOR CORRECTIVE WORK" MUST BE ISSUED IN WRITING BY THE MAXIMUM UR ER TO AUTHORIZE THE CORRECTIVE WORK AT A COST NOT TO EXCEED THE REMEMBER, SAFETY FIRST! BLOCKING UNDER THE COLUMNS AND RAFTERS PROTECTS THE SPLICE PLATES AND THE SLAB OF PACKAGES. THIS AVOIDS GROUND MOISTURE & DETERS PEOPLE FROM WALKING ON THE ONE END OF THE PACKAGE SHOULD ALWAYS BE ELEVATED TO ENCOURAGE POCKETS. THE COMBINATION OF POLLUTANTS AND WATER CREATES ACID SOLUTIONS THAT WILL CAUSE CORROSION DAMAGE TO THE PANEL AND FASTENER. RAIN MAY WASH SOME DOCUMENTS WHEN THE MATERIAL IS DELIVERED, SHORTAGES ARE NOT NOTED ON SHIPPING DO MAXIMUM TOTAL COST SET FORTH. ALTERNATIVE CORRECTIVE WORK OTHER THAN THAT FROM DAMAGE DURING THE UNLOADING PROCESS. IT ALSO FACILITATES THE PLACING OR CABLES AROUND THE MEMBERS FOR LATER LIFTING AND ALLOWS MEMBERS TO BE PACKAGES. DRAINAGE IN CASE OF RAIN. THE MPGR EXERCISES EXTREME CAUTION DURING FABRICATING POLLUTANTS AWAY, BUT MOISTURE IN THE FORM OF HIGH HUMIDITY CAN KEEP THESE AREA I IS THE MANUFACTURER AND THEN ACKNOWLEDGED BY THE CARRIER'S AGENT. IF THE CARRIER MER TO THE COMMON CARRIER. IF CLAIMS FOR SHORTAGES ARE TO BE MADE BY THE CUSTOMER TH MANUFACTURER IN THE PROPOSED IN THE "INITIAL CLAIM" MAY BE DIRECTED BY E "AUTHORIZATION OF CORRECTIVE WORK." ONLY THE FIELD SERVICE DEPARTMENT MAY SLINGS BOLTED TOGETHER INTO SUB -ASSEMBLIES WHILE ON THE GROUND. EXTRA CARE SHOULD AND SHIPPING OPERATIONS TO INSURE THAT ALL PANEL STOCK IS KEPT DRY. HOWEVER, DUE CONDITIONS, WATER FORMED BY CONDENSATION OF HUMID AIR CAN BECOME WET AND CONTINUE THE PROBLEM. OVERDRIVING THE FASTENER ALSO FORCES THE SEA LING WASHER FROM UNDER THE FASTENER HEAD CREATING A LEAK AT THIS POINT. PROPER o QUANTITIES RECEIVED ARE CORRECT ACCORD'NG TO THE QUANTITIES THAT ARE THE MATERIAL Q AUTHORIZE CORRECTIVE WO RK ALWAYS BE EXERCISED IN THE UNLOADING OPERATION TO PREVENT INJURIES FROM HANDLING THE STEEL AND TO PREVENT DAMAGE TO MATERIALS AND THE CONCRETE SLAB. TO CLIMATIC TRAPPED BETWEEN STACKED SHEETS. WATER CAN ALSO BE TRAPPED BETWEEN THE STACKED TORQUE ADJUSTMENT RO THE SCREW GUN OR PREFERABLY THE USE OF A DEPTH GAUGE THE PROBLEM OF OVERDRIVEN FASTENERS. 4 BILLED ON THE SHIPPING DOCUMENTS, BUT ARE LESS THAN THE QUANTITIES ORDERED OR THE N ES THAT ARE NECESSARY TO COMPLETE THE METAL BUILDING ACCORDING TO THE QUA TITI _ M ST BE FORWARDED BY THE CUSTOMER TO FINAL CLAIM THE "FINAL CLAIM" IN WRITING U IF WATER IS ALLOWED TO REMAIN FOR EXTENDED PERIODS IN BUNDLES OF PRIMED PARTS PIGMENT WILL FADE AND THE PAINT WILL GRADUALLY SHEETS WHEN EXPOSED TO RAIN. THIS MAY CAUSE DISCOLORATION CAUSED BY TRAPPED MOISTURE. THE STAIN IS USUALLY SUPERFICIAL & HAS LITTLE EFFECT ON THE APPEARANCE WILL ELIMINATE ORDER DOCUMENTS, CLAIM IS T00 BE MADE OF THE MANUFACTURER. N 10 DAYS OF COMPLETION OF THE CORRECTIVE WORK THE MANUFACTURER WITHIN TE ( ) SUCH AS GIRTS, PURLINS, ETC., THE SOFTEN REDUCING ITS BOND TO THE STEEL. THEREFORE, UPON RECEIPT OF A JOB, ALL OR SERVICE LIFE OF THE PANELS AS LONG AS IT IS NOT PERMITTED TO REMAIN ON THE IT IS EXTREMELY IMPORTANT THAT ALL DRILL SHAVINGS FROM THE INSTALLATION OF PANEL o FASTENERS AND FILLINGS FROM THE SAW CUTTING OF PANELS BE REMOVED FROM THE DAMAGED OR DEFECTIVE MATERIAL -DAMAGED OR DEFECTIVE MATERIAL REGARDLESS OF AUTHORIZED BY THE MANUFACTURER. BUNDLES OF PRIMED PARTS SHOULD BE STORED AT AN ANGLE TO ALLOW ANY TRAPPED WATER TO DRAIN AWAY AND PERMIT AIR CIRCULATION FOR DRYING. PUDDLES OF WATER PANELS. HOWEVER, MOISTURE IN CONTACT WITH THE SURFACE OF THE PANELS OVER AN EXTENDED PERIOD CAN SEVERELY ATTACK THE FINISH &REDUCE THE EFFECTIVE SERVICE LIFE. PANEL SURFACE. CORROSION CAN OCCUR IN A MATTER OF HOURS WHEN THESE SHAVING FILLINGS ARE NOT REMOVED AND ARE ALLOWED TO COME IN CONTACT WITH WATER OR THE DEGREE OF DAMAGE, MUST BE NOTED ON THE SHIPPING DOCUMENTS BY THE CUSTOMER AGENT. THE MANUFACTURER IS NOT THE "FINAL CLAIM" MUST INCLUDE:OR SHOULD NOT BE ALLOWED TO COLLECT AND REMAIN ON COLUMNS OR RAFTERS FOR THE SEE R1-07 "DAMAGE FROM CONDENSATION OR TRAPPED WATER." CONDENSED MOISTURE. WHEN PANELS ARE PRE -DRILLED OR CUT IN THE STACK PRIOR TO AND ACKNOWLEDGED IN WRITING BY THE CARRIER'S RESPONSIBLE FOR MATERIAL DAMAGED IN UNLOADING OF PACKAGED OR NESTED MATERIALS, 1. ACTUAL NUMBER OF MAN-HOURS BY DATE OF DIRECT LABOR USE ON CORRECTIVE WORK AND ACTUAL HOURLY RATES OF PAY SAME REASON. THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR ONLY A CAUTION: CARE SHOULD ALWAYS BE TAKEN WHEN WALKING ON PANELS. USE SAFETY LINES ERECTION ALL SHAVINGS OR FILLINGS MUST BE CLEANED FROM BOTH SIDES OF THE PANEL TO PREVENT CORROSION OF THE PANEL BY THESE PARTICLES IT IS IMPERATIVE THAT THE INCLUDING, BUT NOT LIMITED TO: FASTENERS, SHEET METAL, "C" & "Z" SECTIONS & GOVERN G 2. TAXES AND INSURANCE ON TOTAL ACTUAL DIRECT LABOR. SHORT PERIOD OF EXPOSURE TO ORDINARY ATMOSPHERIC CONDITIONS. THE COAT OF SHOP AND NETS WHEN NECESSARY! PANELS ARE SLIPPERY. WIPE DRY ANY MOISTURE OR SURFACE ROOF BE SWEPT CLEAN AT LEAST DAILY AND CERTAINLY AT JOB COMPLETION. THE FINAL PANELS THAT BECOME WET AND/OR / DAMAGED BY WATER WHILE IN THE POSSESSION OF 3. OTHER DIRECT COSTS ON ACTUAL DIRECT LABOR. PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEARANCE, OR THE DURABILITY AND MATERIAL THAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE. DEW, FROST, OR OTHER CLEANING OF THE ROOF SHOULD BE DONE PRIOR INSTALLING THE GUTTER SO THAT THE OTHERS. PACKAGED OR NESTED MATERIAL THAT BECOMES WET IN TRANSIT MUST BE 4. COST OF MATERIAL (NOT MINOR SUPPLIES) AUTHORIZED BY THE MANUFACTURER TO BE CORROSION RESISTANCE OF A FIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER. FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS. ALWAYS A SHAVINGS ARE NOT DEPOSITED INTO THE GUTTER AND LEFT TO CORRODE. ANY OTHER H UNPACKED, UNSTACKED AND DRIED BY THE CUSTOMER. IF THE CARRIER IS THE PURCHASED FROM OTHER THAN THE MANUFACTURER, INCLUDING COPIES OF PAID INVOICES. ASSUME PANEL SURFACE IS SLIPPERY & ACT ACCORDINGLY. NEVER WALK OR STEP ON FOREIGN OBJECTS OR DEBRIS LEFT BY CONSTRUCTION PERSONNEL SHOULD ALSO BE MANUFACTURER, THE CUSTOMER MUST MAKE CLAIM FOR DAMAGE DIRECTLY THE 5. TOTAL ACTUAL DIRECT COST OF CORRECTIVE WORK (SUM OF 1, 2, 3 & 4). THE "FINAL TOUCH-UP OF THESE MINOR ABRASIONS IS THE RESPONSIBILITY OF THE END CUSTOMER. ALL SKYLIGHTS OR TRANSLUCENT PANELS! LA REMOVED FROM THE ROOF. DURING THE ERECTION OF THE ROOF AND THE INSTALLATION OF MANUFACTURER. IF THE CARRIER IS A COMMON CARRIER, THE CUSTOMER MUST MAKE THE CLAIM" MUST BE SIGNED AND CERTIFIED TRUE AND CORRECT BY THE CUSTOMER. "FINAL PRIMER SHOULD BE TOUCHED UP AS REQUIRED BEFORE ERECTION! -SEE R1-06 TITLED EQUIPMENT SUCH AS AIR CONDITIONING UNITS, ETC... CLAIM FOR DAMAGE TO THE COMMON CARRIER. THE MANUFACTURER IS NOT LIABLE FOR ANY CLAIM WHATSOEVER INCLUDING, BUT NOT LIMITED TO LABOR CHARGES OF CONSEQUENTIAL CLAIMS" ARE CREDITED TO THE CUSTOMER BY THE MANUFACTURER IN AN AMOUNT NOT TO EXCEED THE LESSER OF THE MAXIMUM TOTAL COST SET FORTH IN WRITING IN THE "SHOP PRIMED STEEL" USE WOOD BLOCKING TO ELEVATE &SLOPE THE PANELS B A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN BUNDLES WILL PROVIDE ADDITIONAL a? PERSONNEL WALKING ON THE PANELS CAN CAUSE DAMAGE. WORKMEN SHOULD STEP OR ° DAMAGES RESULTING FROM THE CUSTOMER'S USE OF DAMAGED OF DEFECTIVE MATERIALS THAT "AUTHORIZATION FOR CORRECTIVE WORK" OR TOTAL ACTUAL DIRECT COST OF CORRECTIVE TEMPORARY SUPPORTS AIR CIRCULATION. WHEN HANDLING OR UNCRATING THE PANELS, LIFT RATHER THAN SLIDE THEM APART. BURRED EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SLID WALK IN THE BROAD FLAT AREAS OF THE PANEL AND AVOID STEPPING G THE PANEL ENDS AND EDGES WHICH CAN BE BENT BY CARELESS HANDLING. IF THIS DAMAGE IS SEVERE, THE CAN BE DETECTED BY VISUAL INSPECTION. WORK. OVER ONE ANOTHER. NEVER ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. EDGES MUST BE STRAIGHTENED PRIOR TO ERECTION SINCE THE APPEARANCE AND/OR o OIL CANNING IS NOT CAUSE FOR REJECTION **IMPORTANT NOTE** - COST OF EQUIPMENT (RENTAL OR DEPRECIATION), SMALL TOOLS, TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND WEATHER TIGHTNESS OF THE PANEL COULD BE AFFECTED. DRAGGING ONE PANEL ACROSS ANOTHER CAN CUT OR ABRADE THE COATING CAUSING UNSIGHTLY MARKS ON THE PANEL EXCESSIVE MATERIAL - THE MANUFACTURER RESERVES THE RIGHT TO RECOVER ANY SUPERVISION, OVERHEAD AND PROFIT ARE NOT SUBJECTED TO CLAIMS. FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WLL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS SURFACE. MATERIAL DELIVERED IN EXCESS OR THOSE REQUIRED BY THE ORDER DOCUMENTS. SHIPMENT ARRIVAL TIME - EVERY EFFORT WILL BE MADE TO SEE THAT THE CARRIER COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING ATTEMPTS TO ERECT PANELS DURING WINDY CONDITIONS SHOULD BE AVOIDED TO PREVENT o r� INITIAL CLAIM - IN THE EVENT OF ERROR, THE CUSTOMER MUST PROMPTLY MAKE A WRITTEN ARRIVES AT THE JOBSITE ON THE REQUESTED DAY AND AT THE REQUESTED HOUR. MANUFACTURER MAKES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY FOR COSTS FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE DAMAGE AND FOR SAFETY CONSIDERATIONS. .I ° OR VERBAL "INITIAL CLAIM" TO THE MANUFACTURER FOR THE CORRECTION OF DESIGN, DRAFTING, BILL OF MATERIALS OF FABRICATION ERROR. ASSOCIATED WITH A SHIPMENT NOT ARRIVING AT A REQUESTED TIME UNLESS A SEPARATE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF DRAINAGE LEAVING DIRT PILED AGAINST THE EXTERIOR WALL PANELS AT THE FOUNDATION WILL CAUSECL N N E "INITIAL AGREEMENT HAS BEEN MADE IN WRITING FOR A GUARANTEED ARRIVAL TIME. STANDARD PRACTICE, 9TH ED.). PANEL DAMAGE. THIS DIRT MWILL CONTAIN SOME MOISTURE. MUD " MAY BE WET OR AT LEAST THE CLAIM" INCLUDES: 1. DESCRIPTION IM THE NATURE AND EXTENT OF THE ERRORS,INCLUDING QUANTITIES. ELEVATE MAY HAVE BEEN SPLASHED ONTO THE WALL DURING CONSTRUCTION. CORROSION DAMAGE N �� o m IN AREAS WHERE LIME MAY OCCUR WHERE THIS DIRT OR MUD CONTACTS THE PANELS. Q U o 0 2. DESCRIPTION OF THE NATURE AND EXTENT OF PROPOSED CORRECTIVE WORK INCLUDING STABILIZATION OF THE SOIL IS REQUIRED, CORROSION DAMAGE FROM THE SOIL'S CONTENT '� ° ESTIMATED MAN-HOURS. 3. MATERIAL TO BE PURCHASED FROM OTHER THAN THE MANUFACTURER, INCLUDING WILL BE ACCELERATED AND MOST LIKELY BE SEVERE. ALL DIRT MUST BE REMOVED FROM THE PANEL WALLS AT THE COMPLETION OF THE WORK. PRE -PAINTED PANELS MAY REQUIRE m o 0 0 3 0 ESTIMATED QUANTITIES AND COST. 4. MAXIMUM TOTAL COST OF PROPOSED CORRECTIVE WORK AND MATERIAL TO BE PURCHASED LLJ TOUCH-UP IF THE COATING HAS BEEN DAMAGED DURING HANDLING OR ERECTION. oNo U W FROM OTHER THAN THE MANUFACTURER. THE APPEARANCE OF THE BLDG. MAY BE AFFECTED IF DAMAGED SPOTS OR SCRATCHES ARE U a a J o 0 LOCATED IN HIGHLY VISIBLE PLACES SUCH AS AROUND DOORS, WINDOWS, ETC... IF THE o Li w ° DAMAGE IS EXTENSIVE THEN REPLACEMENT OF THE ENTIRE PANEL SHOULD BE CONSIDERED. a Y o O w 0 L) Y_ Of t0 U a_ C� c 0 0 R 1-02 R 1-03 R 1-04 R 1-05En R1-01 DAMAGE FROM CONDENSATION OR TRAPPED WATER SAFETY COMMITMENT ROOF MAINTENANCE GUIDELINES — TYPES OF FINISHES L Q`` IT IS EXTREMELY IMPORTANT THAT THE PANELS BE MONITORED FOR EVIDENCE OF TRAPPED CONDITIONS THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR APPLYING AND OBSERVING ALL PERTINENT AS APPLICABLE. * INSPECT ROOF FOR DAMAGE AFTER HEAVY STORMS. * INSPECT AND RESEAL AS NECESSARY ALL ROOF CURBS AND OTHER PENETRATIONS WITH M c N �� �z SHOP PRIMED STEEL ALL STRUCTURAL MEMBERS OF THE METAL BUILDING SYSTEM NOT FABRICATED OF WATER OR MOISTURE CONDENSATION WHILE AWAITING ERECTION. HIGH HUMIDITY WITH TEMPERATURE CYCLING WILL CAUSE CONDENSATION BETWEEN THE PANELS WITHIN THE SAFETY RULES AND OSHA STANDARDS THE BUILDING MANUFACTURER HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING URETHANE SEALANT. BEFORE MAKING ANY MODIFICATIONS TO THE Cact a o w ❑ CORROSION RESISTANT MATERIAL OR PROTECTED BY A CORROSION RESISTANT COATING ARE BUNDLE. CONDENSATION CAN OCCUR FREQUENTLY NEAR THE SEA COAST OR OTHER LARGE COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB * ALWAYS GET MANUFACTURER APPROVAL O U PAINTED WITH ONE COAT OF SHOP PRIMER MEETING THE PERFORMANCE REQUIREMENTS OF SPECIFICATION NO. 15. THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT BODIES OF WATER. SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF THE BUILDING MANUFACTURER. ROOF. *REPAINT ANY AREAS THAT ARE SUSCEPTIBLE TO RUST AS REQUIRED. z��w SSPC PAINT THE STEEL FRAMING FOR ONLY A SHORT PERIOD OF EXPOSURE TO ORDINARY ATMOSPHERIC IF JOBSITE COVERS ARE USED, THEY SHOULD BE TIED AWAY FROM THE BUNDLE AT THE IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION * WHEN PERFORMING ROOF MAINTENANCE, ALWAYS TAKE THE FOLLOWING PRECAUTIONS: * USE FALL PROTECTION AND OTHER SAFETY EQUIPMENT AS REQUIRED. 2 � 0) m J tz� : ~ a = o CONDITIONS. SHOP PRIMED STEEL WHICH IS STORED IN THE FIELD PENDING ERECTION SHOULD BE KEPT FREE OF THE GROUND AND SO POSITIONED AS TO MINIMIZE WATER -HOLDING CORNERS TO ALLOW AIR CIRCULATION AROUND THE BUNDLE. THIS WILL HELP PREVENT MOISTURE EVAPORATING FROM THE GROUND OR BUILDING FLOOR FROM CONDENSING ON THE PRACTICFS BE THE TOP PRIORITY OF ANY JOB SITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, WHETHER STANDARD * DO NOT WALK ON ROOF FLASHINGS SUCH AS GUTTER, RAKE, HIP OR RIDGE Q L:o o o cn POCKETS, DUST, MUD AND OTHER CONTAMINATION OF THE PRIMER FILM, REPAIRS OF DAMAGE TO PRIMED SURFACES AND/OR REMOVAL OF FOREIGN MATERIAL DUE TO IMPROPER PANELS. PLASTIC OR OTHER IMPERMEABLE COVERS ARE NOT RECOMMENDED. IMMEDIATE ACTION IS REQUIRED IF THE PANELS ARE FOUND TO BE WET FROM ANY CAUSE. THE STATUTORY OR CUSTOMARY, SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. FLASH. * DO NOT WALK ON LIGHT TRANSMITTING PANELS (LTPS). THEY WILL NOT E U z J w co a z � lu FIELD STORAGE OR SITE CONDITIONS ARE NOT THE RESPONSIBILITY OF THE MANUFACTURER. BUNDLES MUST BE OPENED AND EACH PANEL UNSTACKED AND THOROUGHLY DRIED ON BOTH MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING SUPPORT A PERSON'S WEIGHT. y o J ~ U D THE MANUFACTURER IS NOT RESPONSIBLE FOR DETERIORATION OF THE SHOP COAT OF SIDES. RE -STACKING THE PANELS AT A SLIGHT ANGLE TO EACH OTHER TO PREVENT NESTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY * GUARD ALL LIPS AND ROOF OPENINGS. ) > co S A PRIMER OR CORROSION THAT MAY RESULT FROM EXPOSURE TO ATMOSPHERIC AND WILL ALLOW AIR CIRCULATION AND ASSIST IN KEEPING THE PANELS DRY. IN SEVERE MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD *STEP ONLY IN THE PANEL FLAT DIRECTLY ON OR IN CLOSE PROXIMITY TO A SUPPORTING Scale: NOT TO SCALE TA CONDITIONS, NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED ENVIRONMENTAL CO CONDITIONS LARGE FANS CAN BE USED TO CIRCULATE AIR BETWEEN THE UNSTACKED PANELS HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL ROOF STRUCTURAL. COATING. MINOR ABRASIONS TO THE SHOP COAT (INCLUDING GALVANIZING) CAUSED BY AND ACCELERATE DRYING. DAMAGE TO THE PANEL COATING OCCURS WHEN PANELS BECOME AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. * AFTER OTHER TRADES HAVE BEEN ON THE ROOF FOR ANY REASON. INSPECT THE ROOF Drawn by. DCJ 3/17/15 HANDLING, LOADING, SHIPPING UNLOADING AND ERECTION AFTER PAINTING OR GALVANIZING WET AND ARE ALLOWED TO STAY WET. DAMAGE CAN OCCUR TO NESTED PANELS "THIN HOURS. THIS DAMAGE SHOWS AS CORROSION AND DISCOLORATION OF THE PANEL FOR PURPOSES OF DETERMINING LIFT REQUIREMENTS, NO BUNDLE SUPPLIED BY THE MANUFACTURER WILL EXCEED 4,000 POUNDS. FOR FURTHER INFORMATION ALSO REFERENCE FOR DAMAGE CAUSED BY WORKERS INCLUDING CHEMICAL OR SOLVENT SPILLS, SCRATCHES IN THE PAINT OR GALVALUME R COATING, EXCESSIVE FOOT TRAFFIC AND PUNCTURES. Checked by. MAW 3/17/15 ARE UNAVOIDABLE. (MBMA 06 IV 4.2.4) 24-48 SURFACE AND IS COMMONLY CALLED WET STORAGE STAIN, ZINC OXIDATION, OR "WHITE THE BILL OF MATERIALS FOR INDIVIDUAL MEMBER WEIGHTS OF OTHER STRUCTURAL MEMBERS. MAKE SURE THAT ANY DEBRIS OR SCRAP LEFT BEHIND BY THE WORKERS IS REMOVED Project Engineer: IF ADDITIONAL INFORMATION IS REQUIRED CONTACT THE FIELD SERVICE DEPARTMENT. FROM THE ROOF IMMEDIATELY. AVOID USING CUTOFF SAWS AND WELDING EQUIPMENT OVER GALVALUME GALVALUME IS THE TRADE NAME FOR A PATENTED STEEL SHEET & COIL PRODUCT HAVING A RUST". THE ROOF. IN CASES WHERE THIS IS NOT POSSIBLE, THE ROOF MUST ADEQUATELY Job Number: 14-B-71197-1 COATING OF CORROSION RESISTANT ALUMINUM -ZINC ALLOY. THE ALLOY MIXTURE IS ICE AND SNOW REMOVAL PROTECTED. BALANCED TO OBTAIN THE COATING THAT RETAINS THE CORROSION RESISTANCE & HEAT EXCESSIVE ICE AND SNOW SHOULD BE REMOVED FROM ROOF IMMEDIATELY TO PREVENT Sheet Number: R1 of 15 REFLECTIVITY OF ALUMINUM & THE SACRIFICAL ACTION OF GALVANIZED. THE BEST PROPERTIES OF BOTH ALUMINUM & ZINC ARE COMBINED IN THIS COATING & OFFER ADDED DAMAGE TO ROOF AND POSSIBLE COLLAPSE. DO NOT USE METAL TOOLS TO REMOVE THE ICE OR SNOW AS THIS CAN DAMAGE THE PAINT AND/OR GALVALUME COATINGS. ALSO, BE FOOT TRAFFIC KEEP FOOT TRAFFIC TO A MINIMUM. HEAVY FOOT TRAFFIC CAN CAUSE PONDING ON LOW The engineer Whose seal SERVICE LIFE FOR BUILDING PANELS. TARP CAREFUL AROUND PLUMBING PIPES AND FLASHINGS. BE EXTREMELY CAREFUL IF YOUR ROOF HAS LIGHT TRANSMITTING PANELS. THESE PANELS PITCHED ROOFS. THIS IS PARTICULARLY TRUE JUST UPSLOPE FROM THE EAVE AND AT ENDLAPS. ALWAYS WALK IN THE FLAT OF THE PANEL NEAR A SUPPORTING ROOF appears hereon is an employee for the manufacturer for the PRE-PAINTEDWILL USING GALVALUME STEEL AS A SUBSTRATE, PRE -PAINTED STEEL IS GIVEN AN ADDITIONAL NOT SUPPORT A PERSON'S WEIGHT AND WILL BE DIFFICULT OR IMPOSSIBLE TO SEE IF THEY ARE COVERED WITH ICE AND SNOW. SEE 2002 MBMA LOW-RISE BUILDING SYSTEMS STRUCTURAL. DO NOT WALK ON TRIM OR IN GUTTERS. ON BARE GALVALUME® ROOFS, EXCESSIVE FOOT TRAFFIC MAY CAUSE BLACK BURNISH MARKS. IF REGULAR FOOT TRAFFIC materials described herein. Said seal or certification islimited RUST INHIBITOR PRIMER COAT. THIS PRIMER COAT FURTHER INCREASES THE CORROSION MANUAL APPENDIX A8 FOR DETAILS ON SNOW REMOVAL PROCEDURES. THESE PROCEDURES IS PLANNED FOR A ROOF, PROVISIONS SHOULD BE MADE FOR A PROPERLY DESIGNED AND ORDER TO LIMIT ACCESS TO THE ROOF, ROOF to the products designed and RESISTANCE. THESE COATINGS ARE APPLIED TO THE EXTERIOR SURFACE OF THE PANELS ON THE OPPOSITE SHOULD COMMENCE WHEN HALF OF THE DESIGN ROOF SNOW LOAD SHOWN ON THIS SHEET IS INSTALLED ROOF WALKWAY SYSTEM. IN HATCHES OR ACCESS LADDERS SHOULD BE LOCKED AT ALL TIMES. A SIGN SHOULD BE manufactured by manufacturer AND THE WASH COAT, DESIGNED ONLY FOR INTERIOR USE, IS APPLIED SIDE. GALVALUME AND PRE -PAINTED STEEL CAN GIVE EXCELLENT SERVICE FOR MANY YEARS AIR CIRCULATION REALIZED. POSTED AT THE POINT OF ACCESS, STATING THAT ONLY AUTHORIZED PERSONNEL ARE only.The undersigned engineer is IF A FEW RULES CONCERNING THEIR CARE AND MAINTENANCE ARE OBSERVED. ALL OF THESE DEBRIS REMOVAL ALLOWED ONTO THE ROOF. IN ADDITION, A LOG BOOK SHOULD BE KEPT OF ALL VISITS TO not the overall engineer of for this FINISHES ARE EQUALLY SUBJECT TO DAMAGE AND CORROSION WHEN CARE IS NOT PROVIDED. ANY FOREIGN DEBRIS SUCH AS SAWDUST, DIRT, LEAVES, ANIMAL DROPPINGS, ETC. WILL CAUSE THE ROOF AND THE REASON FOR SUCH VISITS. record project. PAINT AND COATING MAINTENANCE A SOFTENING OF THE PAINT FILM CAN OCCUR WITH PRE -PAINTED STEEL UNDER WET STORAGE CONDITIONS AND THE DURABILITY OF THE PANEL FINISH SUBSTANTIALLY DECREASED. BARE CORROSION OF THE ROOF, GUTTERS, TRIM, ETC. IF LEFT ON BUILDING SURFACE FOR A LONG ENOUGH TIME. THE ROOF SHOULD BE PERIODICALLY INSPECTED FOR SUCH CONDITIONS AND IF DISSIMILAR METALS GALVANIZED AND GALVALUME PANELS REACT MORE QUICKLY TO SURFACE OXIDATION SINCE FOUND, THEY SHOULD BE RECTIFIED IN A MANNER CONSISTENT WITH THESE ROOF NEVER ALLOW YOUR ROOF TO COME IN CONTACT WITH, OR WATER RUNOFF FROM, ANY VE SMUDGE MARKS FROM BARE GALVALUME®. FORMULA 409 HAS PROVEN TO BE REMOVE THEY LACK THE ADDITIONAL PROTECTION OF PAINT. ZINC COATED OR GALVALUME PANELS OXIDE FILM ON THEIR SURFACE MAINTENANCE GUIDELINES. NEVER ALLOW TREATED LUMBER OR CONCRETE/MORTAR/GROUT TO DISSIMILAR METAL INCLUDING BUT NOT LIMITED TO: COPPER, LEAD OR GRAPHITE. THIS COPPER AND ARSENIC SALTS USED IN TREATED LUMBER, CALCIUM USED IN DRCE3A ENCE3A SOMEWHAT EFFECTIVE. LIGHTLY RUB WITH A CLEAN CLOTH AND RINSE WITH WATER. DO NOT UNDER NORMAL EXPOSURE FORM A ZINC OR ALUMINUM COME IN CONTACT WITH ROOF PANELS, ESPECIALLY GALVALUME(E), FOR EXTENDED PERIODS RUB MORE THAN REQUIRED TO REMOVE SMUDGE. NO PRODUCT WILL REMOVE ALL SMUDGE ALLOWING A SLOW OXIDATION PROCESS CALLED "WEATHERING" TO OCCUR THAT INHIBITS OF TIME. CONCRETE, MORTAR AND GROUT. CONCRETE, MARKS. REMOVE RUST STAINS. SOFT SCRUB WITHOUT BLEACH HAS PROVEN TO BE FURTHER CORROSION. IN NESTED BUNDLES CONSTANT CONTACT OF THE PANELS WITH SOMEWHAT EFFECTIVE. LIGHTLY RUB WITH A SOFT CLOTH AND RINSE WITH WATER. DO NOT CONDENSED OR TRAPPED WATER PREVENTS THIS WEATHERING PROCESS. PERIODIC INSPECTION RUB MORE THAN REQUIRED TO REMOVE STAIN. NO PRODUCT WILL COMPLETELY REMOVE RUST STAINS. TO TOUCH-UP SCRATCHES IN PAINT (NOT TO BARE METAL), CLEAN AREA TO BE RAPID OXIDATION OF THE ZINC OR ZINC ALUMINUM COATING CAN NOW OCCUR AND MAY LEAD ALL HIGH-STRENGTH BOLTS SHALL BE PERIODICALLY INSPECTED FOR TIGHTNESS, BUILDINGS AND AFTER ANY SEISMIC ACTIVITY OR WIND ACTIVITY. PAINTED WITH MILD DETERGENT. RINSE THOROUGHLY AND DRY. USING A SMALL ARTIST'S TO "RED RUST" IN A SHORT TIME. IF DISCOLORATION OR STAINS ARE MINOR, A HOUSEHOLD PARTICULARLY IN CRANE THE CRANE MANUFACTURER WILL SPECIFY A MINIMUM PERIOD BUT IT SHOULD NOT EXCEED 2 BRUSH, LIGHTLY APPLY THE MINIMAL AMOUNT OF COLOR MATCHED TOUCH-UP PAINT CLEANER OF THE TYPE USED ON PORCELAIN SINKS AND BATHTUBS MAY BE USED TO REMOVE YEARS. REQUIRED TO FILL/COVER THE SCRATCH. CONTACT BUILDING MANUFACTURER FOR THE STAINS. WIRE BRUSHING OR USING ABRASIVE MATERIALS SHOULD BE AVOIDED SINCE SCRATCHINGOR RE VALAOF E COACOU DDFOREUR. WITH SIGNIFICANT ASSISTANCE WITH ORDERING/PURCHASING TOUCH-UP PAINT AS NEEDED. THETING DAM ERECTION. DRAINAGE DRAINAGE * KEEP ROOF FREE OF DEBRIS AND KEEP DEBRIS OUT OF GUTTER TO ALLOW WATER TO QUICKLY DRAIN FROM ROOF. * DO NOT USE WOOD BLOCKING TO HOLD EQUIPMENT OFF OF PANEL SEAMS. THIS BLOCKS THE FLOW OF WATER AND HOLDS MOISTURE. * DO NOT ALLOW ROOFTOP AC UNITS OR EVAPORATIVE COOLERS TO DRAIN ONTO THE ROOF. * ANYTHING THAT TRAPS OR HOLDS MOISTURE ON A ROOF WILL CAUSE PREMATURE CORROSION. R1-07 R1-08 R1-09 R 1-06 oa9e R1 Erection Guide oa,. �. R"65 Ma '14 BUILDING ANCHORAGE Specified Column Centerline Steel Line I ±1184 (±3mm) (P-4 I I I I I ±1/8" I (±3mm) I I TRANSIT 1 8"1. To determine that the foundation is square, measure diagonal dimensions to be 1:(±;3mm sure they are of equal length. ANCHOR ROD SETTING TOLERANCES 2. To determine that the foundation is level, set up a transit or level and use a level rod to obtain the elevation at all columns. 3. Carefully check the location of all anchor rods against the Anchor Rod Setting Plan furnished by the Manufacturer. All dimensions must be identical to assure a proper start-up. AISC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS 7.5.1. Anchor rods, foundation bolts and other embedded items shall be set by the owner's designated representative for construction in accordance with embedment drawings that have been approved by the owner's designated representatives for design and construction. The variation in location of these items from the dimensions shown in the embedment drawings shall be as follows: (a) The variation in dimension between the centers of any two anchor rods within an anchor -rod group shall be equal to or less than 1/8 in. [3 mm]. (b) The variation in dimension between the centers of adjacent anchor -rod groups shall be equal to or less than 1/4 in. [6 mm]. (c) The variation in elevation of the tops of anchor rods shall be equal to or less than plus or minus 1/2 in. [13 mm]. (d) The accumulated variation in dimension between centers of the anchor -rod groups along the column line through multiple anchor -rod groups shall be equal to or less than 1/4 in. per 100 ft [2 mm per 10000 mm], but not to exceed a total of 1 in. [25 mm] (e) The variation in dimension from center of any anchor -rod group to the column line through that group shall be equal to or less than 1/4 in. [6 mm]. The tolerances that are specified in (b), (c) and (d) shall apply to offset dimensions shown in the structural design drawings, measured parallel and perpendicular to the nearest column line, for individual columns that are shown in the structural design drawings as offset from column lines. 7.5.2. Unless otherwise specified in the contract documents, anchor rods shall be set with their longitudinal axis perpendicular to the theoretical bearing surface. 7.5.3. Embedded items and connection materials that are part of the work of other trades, but that will receive structural steel, shall be located and set by the owner's designated representative for construction in accordance with an approved embedment drawing. The variation in location of these items shall be limited to a magnitude that is consistent with the tolerances that are specified in Section 7.13 for the erection of the structural steel. 7.5.4. All work performed by the owner's designated representative for construction shall be completed so as not to delay or interfere with the work of the fabricator and the erector. The owner's designated representative for construction shall conduct a survey of the as -built locations of anchor rods, foundation bolts and other embedded items, and shall verify that all items covered in Section 7.5 meet the corresponding tolerances. When corrective action is necessary, the owner's designated representative for construction shall obtain the guidance and approval of the owner's designated representative for design. It is extremely important that anchor bolts be placed accurately in accordance with the Anchor Rod Setting Plan. All anchor rods should be held in place with a template or similar means, so that they will remain plumb and in correct location during placing of the concrete. A final check should be made after the completion of the concrete work and prior to the steel installation. This will allow any necessary corrections to be made before the costly installation labor and equipment arrives. STEEL LINE STEEL LINE TEMPLATE STAKE SHEETING NOTCH B E Bottom of Base Plate * ±1/2" 1B±13mm) ase of Steel *Variation in Elevation to the Tops of Anchor Rods BASE PLATE AND ANCHOR ROD TOLERANCES FIELD TOLERANCES COLUMN ALIGNMENT TOLERANCES ^r H/500 HEIGHT (±) TOLERANCE 10' 1/4" 12' 5/16- 15' 3/8- 20' 1/2- /2"25' 25' 5/8" 30' 3/4" 45' 1 1/16- /16"60' 60' 1 7/16" COLUMN ALIGNMENT TOLERANCES ^r FORM BOARD FORM J-� ;;..� TEMPLATE BOARD fr ANCHOR RODS '' C • -'�--�- i A ❑ Use EPDM rubber roof jacks with an integral aluminum band bonded into the perimeter of the base. For high temperature applications (200-400 degrees Fahrenheit) use silicone PROJECTION OF ANCHOR RODS "D" B E f GIVEN ON ANCHOR ROD PLAN. rubber roof jacks. Retrofit rubber roof jacks are available for applications in which the top o° SHEETING NOTCH SHOWN of the pipe is inaccessible, eliminating the possibility of sliding the roof jack over the top / r BUT MAY NOT BE REQUIRED DIMENSIONS A, B, AND C AS GIVEN (SEE ANCHOR ROD PLAN) ON ANCHOR BOLT PLAN Erection Guide a R2 R Oct'14 04 MEZZANINE BEAM HEIGHT TOLERANCE SIDEWALL 1 1 1 500 500 500 I I I I I J I I J Q w I I I w I I I 500 500 J��500 I 1 1 1 SIDEWALL PLAN VIEW ALIGNMENT TOLERANCE FOR MEMBERS WITH FIELD SPLICES ROOF CURBS (When not Supplied by Building Manufacturer) Curb Base Length Down 1Up Hill 2" Min. Hill 6" Roof eT Purlin Line I Indicates Roof Panel Support location - Indicates Curb Base Support location 0 o - Panel Rib Floating Panel Support Profile a C 3 ¢ a� a a o'm o 5 Up Lift Plate Curb Base o _ (If Required) 00 U S N yr Section "A" (Insulation when specified) The curb details shown illustrate the building manufacturers recomended curb style and installation method. It is the erector / installer's responsibility to provide the proper curb style and install them in accordance with the procedures established by these details. Failure by the erector / installer to follow these recommendations may result in the curbs damaging the roof system or excluded from warranties. All roof curbs to be: 1. .080 Aluminum or 18ga. Stainless (No Golvalume/No Galvanized) 2. Panel rib to rib installation (No flat skirt or lay -over Curbs) 3. Installed over low end / under high end application for water flow at panel splice 4. Up lift prevention for clip applied roof systems are required if: a. Wind load exceeds 110 mph or b. Curb base crosses a purlin 5. Supported on (4) four side by primary or secondary framing 6. Max Single Curb weight Recommend = 1500# SUGGESTED METHOD OF PURLIN ATTACHMENT (FOR BLDG ACCESSORIES) PURLINANGLE (W/ 2 SELF -DRILLERS** HANGER ROD" SUGGESTED METHODS ** (Not by Metal Bldg Manufacturer) An angle is self -tapped to the web of the purlin to catch hanger rod. This method does not preclude other forms of attachment to the purlin web. The total hanger load shall not exceed the design collateral load for the building. A sample calculation is shown below: 5' (purlin spacing) x 5' (hanger spacing) x 6 psf (collateral load) = 150 lbs. See cover sheet for design collateral load for this building. Note: If this building is designed for 0 psf collateral load, then adding any suspended system (ie. duct work, piping, lights, ceilings, etc.) will correspondingly reduce the design live load. DO NOT INSTALL HANGER ROD IN FLANGE OF PURLIN FHE INCORRECT WAYS f ROD, ANGLE OR CHAIN DO NOT INSTALL PURLIN CLIPS OF ANY KIND ON FLANGE OF THE PURLIN AS SHOWN ROOF JACK INSTALLATION Install Pipe in center to allow base of rubber roof jack to lay flat on panel. Cannot encompass more than 75% of panel. Incorrect ❑ Do not use galvanized roof jacks, lead hats or other residential grade roof jacks. These roof jacks do not have 20 -year service life and, in the case of lead hats, will cause galvanic corrosion of the roof panels. ❑ Use EPDM rubber roof jacks with an integral aluminum band bonded into the perimeter of the base. For high temperature applications (200-400 degrees Fahrenheit) use silicone rubber roof jacks. Retrofit rubber roof jacks are available for applications in which the top o° of the pipe is inaccessible, eliminating the possibility of sliding the roof jack over the top of the pipe. o ❑ Do not use tube caulk/silicone to seal roof jack to the roof panels. Use only tape sealon as supplied by Metal Bldg Manufacturer. Fasten the roof jack to the roof panels with cr 1/4"-14 x 7/8" Lap Tek Stitch Screws at 1" on center around base of roof jack. o El Roll down the top of the roof jack and apply tape sealant continuously around the ^ c exposed portion of the pipe. Roll the top of the roof jack back over the tape sealant. o Apply the stainless steel clamp over top of roof jack and firmly tighten to form a secure �` compression seal. ❑ Do not install a pipe through the standing seam of the roof panel. Keep pipe penetration N'- z .� o .o o in center of panel to allow the base of the rubber roof jack to seal to the pan of the 1_:� o panel. cti A a Zw Of o If a pipe must be installed through a panel seam, or if the pipe diameter is so large to ,� w 00 W block the flow of water down the roof panel, you must install a "pipe curb" into the roof J c - o and then seal the pipe curb with rubber roof jack. For pipes in which top cannot beo ; w Z ®, accessed, a two-piece pipe curb is available. o ❑ In Northern climates, protect all pipe penetrations from moving ice or snow with a snow "w o Y N U � retention system immediately up slope from the pipe. L S W � 0!1000_ ROOF JACK INSTALLATION (Not by Metal Bldg Manufacturer)Sz- E `` 'a.`2 J Panel profile varies ** c N m o o Q2 i2Z Roof Jack c Roll Top DownO a o 0 ao 10 > ** Stainless Steel Clamp = V V z K C, w Z a�0) w 1/4-14 x 7/8" Lap Tek $tep 1 S.D. w/Washerot 1" O.C. Q :2Z a x Q O o o ® Tri -Bead Tape Sealant im ° "i co Li a z .3 ® •` HW504 U > c"no o ¢ C)- Scale: NOT TO SCALE Scale: Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Apply Tri -Bead Tape — Sealant Continuously Job Number: 14-B-71197-1 ** Stainless Steel Clamp s around Pipe Sheet Number: R2 of 15 Roof Jack ** The engineer whose seal Step 2 1/4-14 x 7/8" Lap Tek appears hereon is on employee /Washer at 1" O.C. for the manufacturer for the materials described herein. Said a • seal or certification is limited ® •: Tri -Bead Tape Sealant to the products designed and ••®®•® HW504 manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. ** Stainless Steel Cla Step 3 Tri -Bead Tapc _ HW504 Tri -Bead Tape Sealant HW504 )of Jack ** -14 x 7/8" Lap Tek w/Washer at 1" O.C. NOTE: Roll roof jack up over Tri -Bead Tape Sealant and secure the clamp. DRCE3A ENCE3A PRE -ERECTION NOTES: GENERAL ERECTION NOTES The following notes, procedures and suggested recommendations are important parts 1.) All clips, flange braces, bolts, bracing systems, ETC. must be installed as shown on of the pre -erection process. erection drawings. 1.) Prior to the time the erection crew arrives, a responsible person should check the job site for foundation readiness, square, and accuracy and Anchor Rod size and location. The drawing shown below indicates a method which may be used to check the foundation and bolts for square. LS BE Measure along adjacent sides of foundation using a pair of dimensions shown. If the diagonal distance between these points is as noted, the corner is square. Diagonal measurements between opposite Anchor Rods will indicate if these bolts are set square. 2.) When unloading the building, carefully check off each item from the packing list. Bundles and boxes will have a list attached indicating the contents. 3.) Unload and layout the building columns on the foundation. 4.) Unload the rafters onto the foundation so that they can be erected from whichever end of the building you wish to start. Your crane will move from one end of the building to the other while standing columns and hanging rafters 5.) Layout the girts and purlins on dunnage or wood blocking around the foundation as near as possible to where they will be installed. 6.) Unload and place trim crates out of the way, since these will be the last required. 7.) Unload and place panels and insulation out of the way. NOTE: In extremely cold conditions, the vinyl facing on insulation will become brittle, requiring very careful handling. 8.) Avoid lifting panel stacks with cables, chains or other devices which could damage the panel. Upon unloading, and every morning thereafter, inspect he panel bundles for moisture between the panels. This is especially important with galvalume or galvanized panels. The panel finish must be protected at all times before and during erection to preserve the appearance and function of the panels. 9.) All hardware boxes should be protected from theft and moisture, especially items such as tube caulking and locksets. Store mastic away from heat. LAYOUT OF BUILDING COMPONENT O CLIPS BOLTS O�� r� ® & 3 SCREWS RAMP O 2 O O O 1. Girts, Eove Struts and Purlins 2. End Frames and Endpost 3. Main Frames 4. Clips, Bolts, Screws, ETC. 5. Endwall Girts 1.) Layout primary and secondary framing around the slab as shown. 2.) Place components and crates on the slab or on wood blocking to prevent contact with the ground. 3.) Block one end of components higher than other end to allow drainage of rain water. 4.) Leave one end of the building open for erection equipment access. 5.) Construct temporary ramp of timbers from grade to slab to prevent damage to concrete edge from equipment traffic. 6.) Install clips and flange braces onto columns and rafters before these members are in the air. Clip and flange brace locations are shown on erection drawings. 2.) It is extremely important, especially during construction, that panels at the eaves, rakes and ridges be kept secure. 3.) Column bases must not be lag screwed or "RED HEADED" to concrete unless specified on erection drawings for the building. 4.) Tighten column wind brace rods/cables (exterior and interior) before tightening roof rods/cables. Roof rods/cables are tightened from eave to peak. 5.) High strength bolts (A325) must be used where specified. TEMPORARY CONSTRUCTION BRACING 1.) It is the responsibility of the erector to maintain stability of the structure during all stages of erection, particularly when left overnight. 2.) Temporary supports, such as temporary guys, braces or other elements shall be the total and complete responsibility of the erector. The temporary supports required shall be determined and furnished by the erector. 3.) Temporary construction supports shall be provided wherever necessary to accommodate all construction loads to which the structure may be subjected, left in place as long as may be required for safety. PANEL CAUTIONS AND NOTES To minimize potential of corrosive action at the bottom edge of wall panels, the contractor must assure that the following procedures are followed: 1.) The concrete foundation should be cured for a minimum of seven (7) days before wall panels are installed. (un -cured concrete is highly alkaline and metal panels can undergo varying degrees of corrosive attack when in direct contact with the concrete.) After the first week of the curing cycle, the reaction between metallic coatings on steel and the concrete is essentially halted. CLEAN DIRT FROMWALL PANEL AROUND PANEL BASE_ PANEL NOTCH (SHOWN) OR__< ION BASE TRIM o_ 4„ < caa SLOPE FINISH GRADE AWAY- IN. FROM BUILDING _ 2.) Top of finish grade at building to be a minimum of four (4) inches below bottom of panel. 3.) Finish grade is to slope away from building to ensure proper drainage. 4.) Upon completion of finish grading, all dirt is to be cleaned from around base of wall panel where it may have collected in panel notch or on base trim. FASTENER INSTALLATION Correct fastener installation is one of the most critical steps when installing roof/wall panels. Drive the fastener in until it is tight and the washer is firmly seated. Do not overdrive fasteners. A slight extrusion of neoprene around the washer is a good visual tightness check. Always use the proper tool to install fasteners. A fastener driver (screw gun) with a RPM of 1700-2000 should be used for self -drilling screws. A 500-600 RPM fastener driver should be used for self -tapping screws. Discard worn sockets, these can cause the fastener to wobble during installation. CORRECT DEGREE OF TOO TIGHT SEALANT SQUEEZED Too LOOSE SEALANT IS TIGHTNESS NOTE SLIGHT TOO THIN EXTRUDES FAR BEYOND NOT COMPRESSED TO CIRCLE OF SEALANT FASTENER HEAD FORM SEAL NOTE: Always remove metal filings from surface of panels at the end of each work period. Rusting filings can destroy the paint finish and void any warranty. MASTIC SEALANT Proper mastic application is critical to the weather tightness of a building. Mastic should not be stretched when installed. Apply only to clean, dry surfaces. Keep only enough mastic on the roof that can be installed in a day. During warm weather, store mastic in a cool dry place. During cold weather (below 60°) mastic must be kept warm (60°-90") until application. After mastic has been applied, keep protective paper in place until panel is ready to be installed. IMPORTANT NOTE: All details, recommendations and suggestions contained in the ERECTION GUIDE portion of this drawings set are for general guidelines only, and not meant to be all-inclusive. Industry accepted installation practices with regard to all areas not specifically discussed in this section should be followed. Only experienced, knowledgeable installers familiar with accepted practices should be used to assure a quality project. It is emphasized that the Manufacturer is only a manufacturer of metal building components and is not engaged in the installation of its products. Opinions expressed by the Manufacturer about installation practices noted in the ERECTION GUIDE are intended to represent only a guide as to the sequencing and how the components could be assembled to create a building. Both the quality and safety of installation and the ultimate customer satisfaction with the completed building ore determined by the experience, expertise, and skills of the installation crews, as well as the equipment available for handling the materials. Actual installation operations, techniques and site conditions are beyond the Manufacturers control. STEP 1: ERECT FIRST BAY WALL FRAMING \ NOTE It is the responsibility of the PRIMARY FRAME erector to provide temporary BRACING erection bracing until the structure is completed. VE STRUT END FRAME �\ RAFTER / END POST J CORNER COLUMN 1A: Determine from erection drawings furnished with the building the location of the first braced bay. Framing for this bay will be erected first. 113: Stand adjacent primary frame column and corner column over the anchor rods. Shim or chip out under the base plate if required to ensure that the base is level, at the correct elevation, and is in full contact with the foundation. Plumb and align the columns and install washers and nuts onto the Anchor Rods. NOTE: The end frame may be a bearing frame with the rafter supported by end posts, or a rigid frame with the rafter self-supporting, and not attached to the end posts. The procedure shown is for a bearing frame. If the building has a rigid end frame, it is erected the some as interior frames as described in steps 1 and 2. 1C: Attach wall girts to the primary frame column and corner column. Bolt girts to the corner column with two bolts. Bolt girt to primary frame column with one bolt through the column flange and secure bolt with sub -nut (see detail on erection drawings). 1D: Install the eave strut by bolting to the top of the columns. Refer to the erection drawings and attach column flange brace where shown. Flange braces may be required on one or both sides of the columns. If a flange brace connects to a girt in the adjacent bay, that brace will be bolted to the girt after the adjacent bay girts are installed. NOTE: As wall girts are installed around the building, framing for factory located framed openings and accessory framing to which the girts attach should be installed. Field located accessory framing may be installed at the some time as girts or at a later time. 1E: Install wall bracing systems (rods, cables, knee bracing, portal bracing) at this time but do not tighten completely until the bay is plumbed. 1F: Repeat steps 1B thru 1E for wall framing on the opposite side of the building. 1G: Attach clips to the end posts and stand these posts over the Anchor Rods. Follow the procedure as described for corner columns in step 1B. 1H: Bolt required clips and flange braces to the end frame rafter sections and lift into place atop the end posts. Bolt rafter sections to corner column and end post cap plates. Bolt rafter sections together at peak. STEP 2: ERECT FIRST BAY ROOF FRAMING PURLINS END FRAME END POST / \ NOTE It is the responsibility of the erector to provide temporary erection bracing until the structure is completed. PRIMARY FRAME RAFTER TEMPORARY ERECTION BRACING Until rafters are bolted in place with purlins and flange braces installed, they are easily damaged by incorrect or careless handling procedures. Use extreme caution when lifting rafters. Two booms should be used to lift any pinched rafter section 80 feet or more in length. 2A: Bolt primary frame rafter together at peak connection (unless rafter length requires lifting in sections). Attach the required clips and flange braces to the rafter before lifting since these items are more easily installed on the ground. Lift rafter into place between sidewall columns and install bolts in rafter to column knee connections. 213: Install end bay purlins from end frame rafter to the first interior frame rafter. The end bay purlins will overlap the interior bay purlins at the frame as described in step 1C. Complete flange brace connection to purlins. 2C: Install roof bracing systems but do not tighten completely until the bay is plumbed. 2D: Plumb and square the first bay. After alignment, tighten wall bracing first and the roof bracing working from eave to peak. Tighten any remaining bolts. Plumbing and aligning a total structural system begins with the first braced bay and continues through completion. Accurate alignment of the first bay is essential for correct alignment of succeeding bays. The installer is responsible for choosing the best method suited for plumbing and aligning the structural system. STEP 3: ERECT ENDWALL GIRTS AND FIRST INTERIOR BAY NOTE It is the responsibility of the END BAY erector to provide temporary PURLIN erection bracing until the structure is completed. i I TEMPORARY ERECTION BRACING END FRAME ND BAY GIRT RAFTER END POST ENDWALL CORNER GIRT COLUMN 3A: After end frame is plumb and square, install endwoll girts and flange braces for end post if required. 3B: Attach wall girts to the primary frame columns (see step 1C). 3C: Install eave struts (see step 1D). 3D: Attach roof purlins for this bay to the two rafters. Purlins will bolt to the rafter flange in the some manner as girts to column flanges (see step 1C). Connect flange braces to purlins. 3E: Check alignment, plumb and square the two bays just erected. Tighten all bolts and bracing. EAVE STRUT END FRAME STEP 4: ERECT REMAINING STRUCTURAL FRAMING NOTE It is the responsibility of the erector to provide temporary PURLINS erection bracing until the structure is completed. END i \% r BRACING POST RTS PRIMARY FRAME TEMPORARY ERECTION BRACING Starting at the opposite end of the first bay erected, install the remaining interior frames, girts, purlins, eave struts, bracing, end G frames and end posts using the procedures described in the preceding steps. Be sure all wall girts, roof purlins and flange braces as shown on the erection drawings are installed. Constant checks should be made to ensure the building is square, plumb and aligned. All X -Bracing should be checked that it is installed to a taut condition with all slack removed. Do not tighten beyond this state. ORCE3A ENCE3A STEP 5: INSTALL SIDEWALL PANELS PANELS NOTE It is the responsibility of the erector to provide temporary erection bracing until the structure is completed. This bracing is to remain in place until all roof and wall panels are installed. LOCKING FOR GIRT ALIGNMENT 5A: Before installing wall panels, the girts must be aligned to a level position so that there is no visible sag. This should be done directly ahead of panel installation. Girt leveling may be accomplished by standing a section of gable angle vertically against the outside girt flanges at approximate mid–bay location. When girts are level, attach the girt flanges to the angle with vise grip pliers or temporary screws. Wood blocking cut to fit the spaces may also be used for alignment. NOTE: Temporary girt blocking is not recommended on concealed fastener panels. The removal of the blocks after panel installation can cause oil canning. G NOTE: \�W% Wall panel type and installation details will vary. Refer to the erection drawings and details for the specific panel used for your building. CONTACT TAPE SIDEWALL INSULATION (INSULATION MUST MEET ENDWALL BASE ANGLE/TRIM INSULATION TO SEAL THE CORNER CONTACT TAPE 5B: If walls are to be insulated, place a continuous run of contact tape along the eave strut and base member. N OTE: At the base, cut off the insulation a minimum of 1/2" above the bottom of the wall panel. This will prevent the insulation from hanging below the wall panel and wicking moisture. Roof Panel Insulation Double Faced Tape rFIn (Not by manufacturer) (Not by manufacturer)to be used to secureinsulation. lation and turn vinylback must not be exposed to Wall Panel Fiberglass Insulation to OUTSIDE of Building Wall Panel Insulation (Not by manufacturer) Vapor Barrier to Insulation (Not by manufacturer) Finished d .Floor j INSIDE of Building Eave Detail (See Erection Drawings) Note: Trim insulation and turn vinyl back Insulation must not be exposed to weather. Base Detail (See Erection Drawings) Starting at a building corner, attach the first piece of blanket insulation to the contact tape on the eave strut. Pull tight and adhere to tape at the base. It is recommended that insulation not be installed more than 6 feet ahead of panels. 5C: Sidewoll panels should be installed so that the panel sidelap is in a direction away from the prevailing wind. (refer to appropriate lap detail included with erection drawings.) 5D: Install remaining sidewall insulation and panels, being careful to maintain correct panel coverage. It is suggested that the foundation be marked in increments of panel width to allow visual checking of panel coverage as installation progresses. NOTE: Check periodically to ensure that all panels are aligned and plumb. 5E: At the finishing corner of a sidewall, the last panel may required additional lap or trimming for installation of corner trim refer to the details in the erection drawings. Screw Alignment Panel (Through Fastened Panel Only) TOnBE�DRILLED (KEEP END OF PANELS NOTE: ALIGNED After drilling panels, it is important to clean metal filings off all panel surfaces, including between panels that are not installed that day, to avoid rust stains. STEP 6: INSTALL ENDWALL PANELS ENDWALL PANELS I 6A: Install gable angles/supports onto the ends of purlins and eave struts. This angle is to butt–up to each other or is spliced as required except at expansion joints where a one inch gap is maintained between ends of adjacent sections to allow for expansion. Gable angle splices may occur on or between purlins and the angle must be attached to each purlin and the eave strut. NOTE: Wall panel type and installation details will vary. Refer to the erection drawings and details for the specific panel used for your building. END FRAME--- RAFTER RAMERAFTER AT EXPANSION JOINT TYPICAL BUTT LAP CONDITION NOTE LIN Detail shown for ribbed roof ABLE panel only. For standing seam NGLE rake and gable angle installation, see erection details. AVE STRUT 6B: See erection drawings sheeting layouts for panel starting dimensions, panel trim locations, and lap locations. TRIM DIMENSION IS TRIM– –I MEASURED FROM CENTER OF FIRST MAJOR RIB. GABLE ANGLE CONTACT TAPE ENDWALL GIRT WOOD BLOCKING BASE ANGLE/TRIM CONTACT TAPE INSI _.—, 6C: Align and level girts on endwall. .IQ STEP 7: INSTALL ROOF PANELS (Con't) 1RLIN 7C: Install the first run of roof panels across the building from eave to eave, EAVE STRUT or eave to ridge. To allow proper installation of rake trim, the starting location for the first panel must be as shown in rake details included with the erection drawings. When the first run is properly located and aligned with the correct endlops and eave overhang, fasten to purlins. Roof panels should be installed so that the sidelap is in a direction away from the prevailing wind. Refer to appropriate lap detail. 7D: Install remaining roof insulation and panels. To avoid accumulative error due to panel coverage gain or loss, properly align each panel before it is fastened. Occasional checks should be made to ensure that correct panel coverage is maintained. Special attention should be given to fastener, mastic and closure requirements. Refer to details with erection drawings. 6D: If the walls are to be insulated, place a continuous run of contact tape along the gable angle and base member. Starting at the corner of the endwall, attach the first piece of insulation to the contact tape on the gable angle, pull tight and adhere to tape at the base. Cut off excess insulation. It is recommended that insulation not be installed more than 6 feet ahead of panels. NOTE: At the base cut off the insulation a minimum of 1/2 inch above the bottom of the wall panel. This will prevent the insulation from hanging below the wall panel and wicking moisture. 6E: Start at the corner, trim panel (if required) and set in place. Refer to corner details in the erection drawings for the panel starting distance from the corner, When the panel is located and plumb, install fasteners. 6F: Install remaining endwall insulation and panels, being careful to maintain the correct panel coverage as suggested in step 5D. 6G: Install corner trim. STEP 7: INSTALL ROOF PANELS NOTE It is the responsibility of the erector to provide temporary erection bracing until the tructure is completed. LIVU YYYI LL NANLU) PANELS Is bracing is to remain n place until all roof and wall panels are installed. LOCKING FOR IGNMENT 7A: Install eave trim over top of sidewall panels and eave struts with fasteners per erection drawings eave detail. 713: If the roof is insulated, place a continuous run of contact tape along top of eave struts at both sidewalls. Lay a starter roll of blanket insulation from eave to eave across roof and secure to contact tape. (refer to packing list for width of insulation starter roll). It is recommended that insulation be installed no more than 6 feet ahead of panels. 7E: At finishing end of roof, the last panels may require field modification for installation of rake trim. Refer to rake details. DO NOT BACK LAP THROUGH FASTENED ROOF SHEETS. NOTE: Roof panel types and installation requirements will vary. Refer to the appropriate details for the specific panel used. IMPORTANT: Loose fasteners, blind rivets, drill shaving, ETC. must be removed from roof to guard against corrosion. NEVER STEP ON LIGHT TRANSMITTING PANELS, TRANSLUCENT PANELS, OR UNATTENDED ROOF PANELS. Panels May Collapse If Not Properly Secured! Roof panels must be completely attached to the purlins and to panels on either side before they can be a safe walking surface. Light transmitting panels or translucent panels can never be considered as a walking surface. Partially attached or unattached panels should never be walked on! Do Not: 1. Step on rib at edge of panel. 2. Step near crease in rib at edge of panel. 3. Step within 5 feet of edge on unsecured panel. A single roof panel must never be used as a work platform. An OSHA approved runway should be used for work platforms! (Consult OSHA Safety and Health Regulations for the Construction Industry). Safety First! NOTE: For PBR roofs with a ridge panel, it is recommended that both sides of the ridge of a building be sheeted simultaneously. This will keep the insulation RAKE covered for the maximum amount of time and the panel ribs can be kept in TRIM proper alignment for the ridge panel. This is critical on the "PBR" panels so that the ridge caps can be properly installed. Check for proper coverage as the sheeting progresses. Note panel–sheeting sequence below! STEP 8: INSTALL TRIM AND ACCESSORIES urtivilv� r-NvL GUTTER 8A: Install rake trim and gable closure. 8B: If included with the building, install the eave gutter, corner closures and downspouts. NOTE: Remove all loose fasteners, blind rivets, drill shavings, etc... from gutter to guard against corrosion. 8C: Install accessories (doors, windows, louvers, etc...) not previously installed. Refer to the appropriate details for installation instructions. LAT10N IMPORTANT: Remove debris from roof and wall surfaces during installation and after. _S Clean surface of sheeting as required to remove smudges and touch–up any minor/mild scratches with color match touch–up paint. DRCE3A ENCE3A Rod Brace Attachment at Web Rod Brace (See Erection Drawings for Part Mark and required location) Burr threads after I final tightening PF04101 W'14 02 Ray. Slope Washer Note; These items shipped loose. -Flat Washer See table below for Part Marks. /- Hex Nut ERECTION NOTE: DETAIL SHOWN AT COLUMN SIMILAR AT RAFTER. For Rod Bracing that falls within the Girt Web, the Erector is to Align slot with add a minimum size slot for Rod Bracing the passage of the Rod. Welded Clip End Bay CF01111 with Nested Zee Girt Sep'13 01 GIRT LAPS PAST C.L. COLUMN: Column 0'-5 3/4" 1'-5 3/4" CL Column 1 3/ 1 3/4" 2'-5 3/4" 3'-1 3/4" l MAIN GIRT MAIN GIRT+ +I+ HI NESTED GIRT + + 3 1/2" LAP + + SEE ERECTION DRAWINGS FOR GIRT ELEVATIONS Portal Frame to Floor "" PF04013 with Clip - Inside of Girt Line IDaApr'11 '11111 Heavy Clip (Shown) PC28_ w/ (B) 4"0 A325 Bolts or Standard Clip CL111 or PC20- w/ (6) J" 0 A325 Bolts See "Cross Section" for applicable Clip Bypass shown, similar I II II ���\\�/I for Flush and Inset Portal Frame Rafter See "Cross Section" for Bolt requirements Portal Frame Column NOTE: FRAME SHAPES MAY VARY. SEE FRAMING PLAN FOR PORTAL FRAME LOCATIONS WELDED CLIP PRIMARY FRAME DETAILI CI GIRT ATTACHMENT DETAIL TO GIRT CLIP DATE ALL BOLTS ARE A325 WITHOUT WASHERS Corner Column - ByPass Column Endwall Girt Attaches to Inner Flange with Bolted Clip T03042 Welded Clip End Frame Detail rr 11 "00 Rigid End Frame - End Post Not At Peak NOTES: - Use 1/2"0 A325 bolts unless noted otherwise. - Frame shapes may vary. See erection drawing for elevations and marks. Sidewall Girt XC1 Z W/ "0 Bolts I O 4"0 Bolts O o 0 o PC29- Field O O Cut Top and 0 Bottom Flange — — — — and Bend II (1) Fastener II I I #12A u Min. Endwall Girt 12-14 x 1" P.H. CL292 Sheeting Clip DP3 PC22_ Sheeting Clip (1) Fastener #12A at each end Fastener #55 12-14 x 1" P.H. DP3 12-24 x 14" DP5 ENDWALL at each end 6" O.C. (2 minimum) By -Pass Zee Installation 4AY T_I •� -Triangle Punch— Points In Direction Of Large Flange Large Flange I� Zee Lap (Typical) lT CF01121 )ate Rev. Dec '10 00 1/4"± r• �� I Section A 1 - I - I -I -i Large Flange ¢—gFrame I q—(ZFrome The large leg of the Zee must be alternated from top to bottom in order to nest the member correctly. A triangle has been added to the end of the Zee near the connection holes, that will point to the large leg of the member. BOLTS AND NUTS (NO WASHERS) CL12 or PC12 BOLTS AND NUTS (NO WASHERS) D POST ANCHOR RODS WITH NUTS AND WASHERS-\,i� / / / STEEL LINE / By -Pass Purlin and Girt Connections Lap Symbol GD B R All bolts are 1/2" 0 A325 bolts 0 I o 0 0 Lap Symbol <s e O 14" Lcbol B �(2) Bolts unless Sym noted on erection U 11 -54" drawings 0 2'_54" 0 3•_ 1 J., See Erection Drawings for Lap Sizes & Locations Lap Detail By -Pass Purlin / Girt Lap Details F08101 Ray. V '14 03 CF01122 ;t '14 TR.01 Q) o PART MARKS FOR ROD BRACE ROD DIAMETER ROD BRACE SLOPE WASHER FLAT WASHER HEX NUT k"0 WR08_ WS110 WFH500 HSN500 J"0 WR10-__ WS110 WFH625 HSN625 J"0 WR12__ WS120 WFH750 HSN750 A"0 WR14___ WS120 WFH875 HSN875 1"0 WR16--- WS130 WFH1000 HSN1000 Welded Clip End Bay CF01111 with Nested Zee Girt Sep'13 01 GIRT LAPS PAST C.L. COLUMN: Column 0'-5 3/4" 1'-5 3/4" CL Column 1 3/ 1 3/4" 2'-5 3/4" 3'-1 3/4" l MAIN GIRT MAIN GIRT+ +I+ HI NESTED GIRT + + 3 1/2" LAP + + SEE ERECTION DRAWINGS FOR GIRT ELEVATIONS Portal Frame to Floor "" PF04013 with Clip - Inside of Girt Line IDaApr'11 '11111 Heavy Clip (Shown) PC28_ w/ (B) 4"0 A325 Bolts or Standard Clip CL111 or PC20- w/ (6) J" 0 A325 Bolts See "Cross Section" for applicable Clip Bypass shown, similar I II II ���\\�/I for Flush and Inset Portal Frame Rafter See "Cross Section" for Bolt requirements Portal Frame Column NOTE: FRAME SHAPES MAY VARY. SEE FRAMING PLAN FOR PORTAL FRAME LOCATIONS WELDED CLIP PRIMARY FRAME DETAILI CI GIRT ATTACHMENT DETAIL TO GIRT CLIP DATE ALL BOLTS ARE A325 WITHOUT WASHERS Corner Column - ByPass Column Endwall Girt Attaches to Inner Flange with Bolted Clip T03042 Welded Clip End Frame Detail rr 11 "00 Rigid End Frame - End Post Not At Peak NOTES: - Use 1/2"0 A325 bolts unless noted otherwise. - Frame shapes may vary. See erection drawing for elevations and marks. Sidewall Girt XC1 Z W/ "0 Bolts I O 4"0 Bolts O o 0 o PC29- Field O O Cut Top and 0 Bottom Flange — — — — and Bend II (1) Fastener II I I #12A u Min. Endwall Girt 12-14 x 1" P.H. CL292 Sheeting Clip DP3 PC22_ Sheeting Clip (1) Fastener #12A at each end Fastener #55 12-14 x 1" P.H. DP3 12-24 x 14" DP5 ENDWALL at each end 6" O.C. (2 minimum) By -Pass Zee Installation 4AY T_I •� -Triangle Punch— Points In Direction Of Large Flange Large Flange I� Zee Lap (Typical) lT CF01121 )ate Rev. Dec '10 00 1/4"± r• �� I Section A 1 - I - I -I -i Large Flange ¢—gFrame I q—(ZFrome The large leg of the Zee must be alternated from top to bottom in order to nest the member correctly. A triangle has been added to the end of the Zee near the connection holes, that will point to the large leg of the member. BOLTS AND NUTS (NO WASHERS) CL12 or PC12 BOLTS AND NUTS (NO WASHERS) D POST ANCHOR RODS WITH NUTS AND WASHERS-\,i� / / / STEEL LINE / By -Pass Purlin and Girt Connections Lap Symbol GD B R All bolts are 1/2" 0 A325 bolts 0 I o 0 0 Lap Symbol <s e O 14" Lcbol B �(2) Bolts unless Sym noted on erection U 11 -54" drawings 0 2'_54" 0 3•_ 1 J., See Erection Drawings for Lap Sizes & Locations Lap Detail By -Pass Purlin / Girt Lap Details F08101 Ray. V '14 03 CF01122 ;t '14 TR.01 Q) o <)J 00 W 0 U 0 0 0�LU aC4 M w0�a)O t° b 0wa L1 U (> W Y O U N W Z O O U U to rZ `U OU c io Q]F3 E Q C N CL L? o � U }o > U V Z Z Ln UJ a- v w r� v C :2 Z ¢ = b Q OU O U ON III WUZ� b) a7QZ 3 y O J I b V >coOQ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer - Job Number: 14-8-71197-1 Sheet Number: R5 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Girts at Column Flush Sidewall or Endwall Girts P°yeCFO 1123 By -Pass Girt to Column Standard Connection - Flange Brace FB6_ or FB7_ P°yeCF01127 P.ya KB01001 Eave Strut Connection at End Bay B Pass And Flush Girts y CF02033 -E Feb Low Eave Interior Bay Slope Thru 42:12 Eave Strut Connection at Main Frame Interior Bay "CF02030 DATE R°V NO, °Feb'1111 Dare °°`° Jan 14 R`" 01 R°" °°e Rev. Date Rev. oct'14 01 -•�• b Dec 10 12 03 h U q, Ma 12 02 Feb'111 01 Mar'11 01 O O o 0 LJLJ C Z C)FO� Bolted Anchorage Clip or Factory Welded Anti–Roll Clip always U C7 W Y O Strut Spacer Ridge Tie Bldg. Ridge Strut Putin o required at first continuous (extending E/W to E/W) Eave Purlin. PC43_ PC80_ (Sym.) I Pe k M Erection Note Erection Note Lap and attachment of Girt _ _ Roof Line Roof Line /-Roof Line Sill Eave Strut Stiffener I Eave Strut Clip or /-Roof Line o Plate SC -18 Frame Rafter or Column Lap Detail for requirements. varies refer to "Elevation Plan" oor w I II �I Purlin Lap Symbol denoted on Roof Framing Plan (2) }"0 Bolts each end of Purlin lap Knock In o Eave Strut Bridging KBAI_ Peak Purlin Fastener 55 (Beyond) KBAI_ # 12-24 x 1}" DP5 o rn d 2 (PC80 )e 0 d N ' Ci o Knock–In Bridging Q o ao > rn a OO U Z z�`nu.l >,V vi and Lap Detail for requirements. a - �Z< b Q U O3 III bt Strut Purlin At Eave At Ridge 3 Each end of PC80– u' u' Typical u' 3 c c c O c Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14-8-71197-1 Sheet Number: R6 of 15 CT > � CT > CIDL CT a) s CD C7 }' .A" ao Bay Bay I a ® slot of the hslo t se Eave Strut �j ram Frame Eave Strut Bottom Flange a i I ® ® m I to the bottom ofpthen lin Eaadjacent low side Purlin. Str > > CD Gable Building > + >� Bolted Anchorage Clip or Factory Welded Anti–Roll Clip always + > + required at first continuous (extending E/W to E/W) Eave Purlin. o KBAI_ Bridging KBAI_ Bridging KBAI_ ;I Frome KBAI_ KBAI_ W –+ W "� A325 Bolt \ Flange Brace each end. p Eave Strut Eave Strut Stiffener FB4_ (when S Plate SC -18 (8) }"4 A325 Bolt W/Nut specified) Attach Flange Brace to Rafter14 and "Field Bend" to attach to lower Purlin web hole located Attach w/Fastener #18 got x 1 }' - }" DP3 <<o Qo / ® 2'-4" from center of Rafter. J"O A325 Bolt o a; a �o Knock–In Bridging = w Erection Note KB A1_ KB A1_ L O w w Typical Flange Braces may be required one Eave Strut Clipor or both sides of Rafter. For requirements, and locations at each end. E W J Frame Rafter or Column Main Frame and Rigid Frame in __--- - Z Strut Purlin 3 y, Endwo!I refer to "Cross Section". Continuous Roof Use Strut Spacer (PC43_) Section "A" For requirements, and locations at Flange Brace _ _ at each KBAI_ location. (Low Eave) Bearing Frame Endwall refer to "Roof Plan". Frame t; Note: The bridging must be inserted into the pre -punched slot FB6_ or FB7_ y Tie Angles (Cl typical at each frame line. Note: not required when flush Canopy ways for proper installation Step 2. The process must be complete for the bridging to function as designed. is located at eave. (refer to Dwg K801013) (when specified) Single Slope Building cl c 0� (2) }"d Bolts CL292 or PC30– Sheeting Clip each end of Girt lap 0 N ai i N CL) N (1) Fastener #12A Girt Girt Depth + 1/4" Girt Depth + 1/4" 12-14 x 1" P.H. DP3 at each end / �/ I 01 0 By -Pass Girts Flush Gilits By—Pass Flush Column 10 I° I I A Le I 0 0 1/4" Rafter 4"o Bolts — — — Roof Line (fypical) R _ — _ _ — — — — — ---— 1 1/4" 1 1/4" (4) 1/2" X 1 1/4" A325 Bolts without Washers to I OI I I 2'-4" or 5'-0" (2) }"m Bolts unless noted on I to I of erection drawings I Eave Strut x — — i — — Girt Lap Symbol denoted c I �" Eave Strut on Wall Framing Elevation Bottom Flange CL292 or PC30_ Girt Erection Note Flange Braces may be required one N cn------------ x Steel Line _ — — — — _ Sheeting Clip ()1 Fastener 12A # or both sides of Column. For requirements, and locations at 1/4" 1/4" 12-14 x 1" P.H. DP3 Main Frame and Rigid Frame in (4)"O A325 Bolts at each end Endwall refer to "Cross Section". ; For requirements, and locations at Varies `-Column or Rrofter Ba Ba y y Bearing Frame Endwall refer to "Elevation I Plan". End Bay r Eave Strut Stiffener Plate - 4 Bolt Connection page CF02031 Purlin to Rafter P°ye CF02036 Knock -In Bridging Installation P.ya KB01001 Knock -In Bridging Roof Layout p°y. KB01006 Low Eave Interior Bay Slope Thru 42:12 Standard Connection -Flan a Brace FB4_ g Less Than 3:12 Single Row g Single Row Dare Rev °°`° R°" °°e Rev. Date Rev. oct'14 01 -•�• b Dec 10 00 h U q, Ma 12 02 Mar'11 01 O O o 0 LJLJ C Z C)FO� Bolted Anchorage Clip or Factory Welded Anti–Roll Clip always U C7 W Y O Strut Spacer Ridge Tie Bldg. Ridge Strut Putin o required at first continuous (extending E/W to E/W) Eave Purlin. PC43_ PC80_ (Sym.) I Pe k M Erection Note fY ca U aC _ _ Lap and attachment of Purlin Eave Strut Stiffener I Eave Strut Clip or varies refer to Roof Plan and o Plate SC -18 Frame Rafter or Column Lap Detail for requirements. + a oor w I II �I Purlin Lap Symbol denoted on Roof Framing Plan (2) }"0 Bolts each end of Purlin lap Knock In o Eave Strut Bridging KBAI_ Peak Purlin Fastener 55 (Beyond) KBAI_ # 12-24 x 1}" DP5 o rn d 2 (PC80 )e 0 d N ' Ci o Knock–In Bridging Q o ao > rn a OO U Z z�`nu.l >,V vi r� c a - �Z< b Q U O3 III bt Strut Purlin At Eave At Ridge 3 Each end of PC80– u' u' Typical u' 3 0 Ill LO 0 Q U > c'no o ¢ O 2–A (2) }"� Bolts R Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14-8-71197-1 Sheet Number: R6 of 15 unless noted on erection drawings i All fasteners shown are #18 }"-14 x 11" DP3 unless noted Note: The Bridging Angle will be installed from the top E o z' }' .A" ao Bay Bay I a ® slot of the hslo t se Eave Strut �j ram Frame Eave Strut Bottom Flange a i I ® ® m I to the bottom ofpthen lin Eaadjacent low side Purlin. Str TIE ANGLES (CL472–) typical at each frame line. Strut Purlin Use Strut Note: not required when flush Canopy is located at each at eave. (refer to Dwg KB01013) KBA1ef location. t _ `Op 1 "Strut Gable Building Bolted Anchorage Clip or Factory Welded Anti–Roll Clip always Knock -In Knock -In Brid in Knock -In Bridging Eave Strut Tie required at first continuous (extending E/W to E/W) Eave Purlin. o KBAI_ Bridging KBAI_ Bridging KBAI_ ;I Frome KBAI_ KBAI_ - "� A325 Bolt Low Side Eave Strut Purlin to Purlin High Side Eave Strut Flange Brace each end. p Eave Strut Eave Strut Stiffener FB4_ (when S Plate SC -18 (8) }"4 A325 Bolt W/Nut specified) Attach Flange Brace to Rafter14 and "Field Bend" to attach to lower Purlin web hole located Attach w/Fastener #18 got x 1 }' - }" DP3 <<o Qo / ` a q w C 3 w M) in r „ 2'-4" from center of Rafter. to Budging 1n Bridging Knock- Knock- o a; a �o Knock–In Bridging = w Erection Note KB A1_ KB A1_ L O w w Typical Flange Braces may be required one Eave Strut Clipor or both sides of Rafter. For requirements, and locations at Eave Strut Tie Step i Step 2 E W J Frame Rafter or Column Main Frame and Rigid Frame in KBAI_ Eave Strut Insert Tab Into Slot Bend Tab 90 De tees 9 Z Strut Purlin 3 y, Endwo!I refer to "Cross Section". Continuous Roof Use Strut Spacer (PC43_) Section "A" For requirements, and locations at Low Side Shown, High Side Similar _ _ at each KBAI_ location. (Low Eave) Bearing Frame Endwall refer to "Roof Plan". Frame t; Note: The bridging must be inserted into the pre -punched slot in the Purlin as shown in Step 1 and the tab bent side Tie Angles (Cl typical at each frame line. Note: not required when flush Canopy ways for proper installation Step 2. The process must be complete for the bridging to function as designed. is located at eave. (refer to Dwg K801013) Single Slope Building 0 s The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A y C j O W -•�• b y N 0 0 C N O J W h U q, ULJ 00 of U�Cr q)Ja�–� woo�a'O O O o 0 LJLJ C Z C)FO� ❑ U C7 W Y O � U N S W fY ca U aC .0 0 U U rC^� CZ �U oU Q4 - M e N .ELL_ CIL 2 �2 Ll L Q o ao > rn a U Z z�`nu.l >,V vi r� c a - �Z< b Q U O3 III bt (Ei 3 WUZ.. m Q Z �OJH 3 rn b U > c'no o ¢ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14-8-71197-1 Sheet Number: R6 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Knock -In Bridging Tie Angle Page KBO1013 Open Cee - Framed Opening Connections AC01120 Open Cee - Framed Opening Connections Page PageAC01123 Open Cee -Framed Opening Connections AC01124 '12 R 01 Cold Form Open Cee -Three and Four Sided Openings �Nov'11 R U1 Cold Form Open Cee - Base, Girt, Header, and Sill to Jamb �Nov'11 Re01 Cold Form Open Cee Jamb to Zee/Cee Girt or Header/Sill Nov'11 Re01 Note; (2) 4"0 Bolts Clip CL150 1.) Header, Sill, and Jamb nominal depth matches nominal girt depth. Jamb DJ_ 2.) All Horizontal Members within Opening are Clipped and attached ci�4 Fastener #1B 8 to Jambs with }"O Fin Head Bolts with outer Members Field attached See AC00915 thru ACCO923 _ Header DH_ ** Girt within opening is 4" Bolts provided when Framed Opening F 14 x 1}" _ to Jamb flanges with (2) Fastener X16 and AC01124 thru AC01130 � a Jamb DJ_ is to be paneled over. 0 0 Clip CL150 L_ Header DH_ Zee GirtGirt Girt Zee Girt See AC01123 Height Clip CL150 Height ** Girt E 6)Fastener #1B(2) FASTENER #18All 0 4"0 Bolts JI }"14 x 11" }'X 14 X 1}" DP3 Zee Cee Girt Zee Cee Girt Zee Cee Girt (2) }"0 Bolts Tie Angle CL472_ 44 Q (2) J"0 x 1" Fin (Note; Not required I I 4Q Head Bolts NI when Flush Canopy is I See AC01123 o Jamb DJ_ Jamb/Sub Jamb to Zee Girt Jemb Sub Jamb to Zee Girt located at Eave. I I I �`�i� Clip CL150 / Typ. at Girt = Header to Jamb r and Header o (2) FASTENER #113 i }"X 14 X 1 }" DP3 O Clip CL150 E E ez Jamb DJ_ c (6) Fastener # 1B(2) 1% Bolts (Shown) O }"0 Bolts 0 0 0 o Fave Strut See AC01123 when Girt is above or �. Girt } -14 x 1} below clear Opening. 1 — — Finish Floor , Cee Girt (2)"0 x 1" Fin Head o (Toed Up or Down 0 0 Clip CL150 Bolts when Girt is within or Doubled CL152 at 8}" Jamb Opening Girt ) Girt Cee Girt Opening Width CIL 53 at 10}" Jamb (2) Fastener #18 Height 0 0 Clip CL150 Height (Toed Up or Down CL154 at 121" Jamb }"-14 x 14" -- or Doubled) i Three Sided Framed Opening Girt to Jamb (6) Fastener #1B ** Girt within opening is (2) 4"0 x 1" Fin 9 }"0 Bolts provided when Framed Opening See AC00915 thru AC00923 Head Bolts Jamb DJ_ Jamb J"-14 x 14 after is to be paneled over, and AC00915 thru AC01130 inl Sill DH_ Jam b Sub Jamb to Cee GirtVJamb/Sub Jamb to Cee Girt Bolted Anchorage Clip L_ Header DH_ (Shown) or Factory Welded ` Anti -Roll Clip at for side. See AC01123 s J Always required at first • ' • continuous Eave Purlin. T°' ��• Zee/Cee Girt ** Zee/Cee Girt Zee/Cee Girt(2) "0 Bolts J c Clip CL150c� Jamb DJ_ See AC01123 a J"0 Anchor Rods Base Clip J CL152 at 8 Jamb Shown I (6) Fastener /j1B 0 0 Clip CL150 Column Sill to Jamb Jamb DJ_J CL153 at 10" Jamb( ) } -14 x 1}" P (Shape and Connections will vary Sill DH_ }" refer to Frame Cross Section) = I I - CL154 at 12 " Jamb c / o Clip CL150 p o } Cee Girt Header O 0 x 1" v 2 Fastener 18 Fi Typ. at Girt, Sill, _ () # Fin Head Bolts E and Header E }"-14 x 11" Heade Sill T 0 See AC01123 Height 0 "0 x 1" Height I Cee Girt/Sill Finish Floor thru AC01130 1�" Fin Head Bolts or Framing Member 0 0 Clip CL150 �I (6) Fastener #1B CL152 at 81" Jamb 21i 3" Jamb DJanvl }"-14 x 1}" _ Opening Width CL153 at 101" Jamb in Four SidedFramed Ooenin CL154 at 12}" Jamb Jamb to Finish Floor Jamb/Sub Jamb to Cee Girt Head r Jamb/Sub Jamb to Cee Girt/Sill g Bolted Clips - Framed Opening Connections g.AC01320 Bolted Clips - Framed Opening Connections Page AC01323 Bolted Clips - Framed Opening Connections P.,AC01324 R02 Ma '14 R02 R00 Cold Form and Hot Rolled Cee - Three and Four Sided Openings— Cold Form and Hot Rolled - Base, Girt, Header, and Sill to Jamb Cold Form Hot Rolled and -Jamb/Sub Jamb to Zee Girt ,Jul'11 Note; All Horizontal Members within clear Opening are Clipped and to Jambs with "0 Fin Head Bolts. attached SC425Clip See AC00915 thru AC00923 SC425 Clip 4"0 Typ. at Header and AC01324 thru AC01332 (2) Bolts Header H_ (Hot Rolled) (2)"0 Fin Jamb/Sub Jamb Head Bolts ** Girt within opening is P 9 provided when Framed Opening * Hole Location from face of Cee 'k 14" Cold Form DJ_ use 14" DH_ (Cold Form) J (Cold Form Shown, Hot Rolled Similor) is to be paneled over. Hot Rolled JL & JR_ use 1j" + Web Thickness See AC01323 Jamb/Sub Jamb Header Opening Width (Cold Form Shown, Zee/Cee Girt ** Zee/Cee Girt ee L Zee/Cee Girt (Cold Form Shown, Opening Height Jamb/Sub Jamb Hot Rolled Similar) Hot Rolled Similar) CL751 Clip (Cold Form Shown, Hot Rolled Similar) CL751 Clip (2)"0 Bolts CL751 Clip See AC01323 = Typ. at Girt ** Girt within opening Girt Zee Girt oa Opening Width (2) }"0 Bolts (2) }"0 Bolts = Jamb � JL_ (Hot Rolled) Jamb JR_ (Hot Rolled) Header to Jamb DJ_ (Cold Form) DJ_ (Cold Form) Girt See AC01323 r — ::J Height J Finish Floor L_ Girt Height Opening width (2) }"0 Bolts Field Drill A"O Holes in Girt (2) 4"0 Bolts (2) }"0 Fin at Opening Width SC425 Clip Head Bolts Field Located Framed Openings Jamb/Sub Jamb Three Sided Framed Opening ** Girt within opening is Sill (Cold Form Shown, Jamb/Sub Jamb Girt to Jamb (Cold Form Shown, CL751 Clip Hot Rolled Similar) provided when Framed Opening is to be paneled over. SC425 Clip Hat Rolled Similar) (Cold Form Shown, Typ. at Header/Sill See AC00915 thru AC00923 Hot Rolled Similar) and AC01324 thru AC01332 Header Jamb/Sub Jamb to Zee Girt H_ (Hot Rolled) DH_(Cold Form) J Sill Height See AC01323 (2) 4"0 Fin s Head Bolts CL753 at 8" Zee/Cee Girt ** Zee/Cee Girt Zee/Cee Girt x (2) J"0 Bolts CL755 L/R at 10" CL757 L/R at 12" (2) }"0 BoltsJamb/Sub Jamb o� I Field Drill {�"0 Holes in Girt atc Cold Form Shown, Cold Form Jambs Field Located Framed 0 enin sP p 9Hot CL751 Cli c See AC01323 ° Sill to Jamb Rolled Similar) �Typ. 4L, at Girto At Cold Form Jamb Jamb/Sub Jamb Zee Girt NCL751 Clip 0 Sill 1 (2)"0 Fin Bolts at (Cold Form Shown, CL751 Clip H_ (Hot Rolled rrn(2) Three Sided Framed Opening. Hot Rolled Similar) Girt GirtZee Girt Height Form) Jamb }"0 Bolts at Four Sided Framed 0 enin P 9 'I HeighJambDH_(Cold §0 Bolts JL_(Hot Rolled) DJ Cold Form JR_ (Hot Rolled = ) _ DJ_ Cold Form ( ) A L� J"0 Anchor Rods - (2 - � O O Jamb/Sub Jamb Field Drill A"0 Holes in Girt at -� Form J Finish Floor L N 1.. - \- 3" (Cold Shown, a° Field Located Framed Openings I l Hot Rolled Similar) NI or Framing Member Opening Width See AC01323 thru AC01332 }" Base Plate on JL & JR 211 Jamb/Sub Jamb to Zee Girt Hot Rolled Jambs Jamb/Sub Jamb to Zee Girt Four Sided Framed Opening Jamb to Finish Floor Q) 0 O c 0 jo ami ;Z E o v C o !N U C Q C_l o c�a <) ooL o q) 0 0 0 QrnH U to w a_ � O til ti o cowQ ❑ U U WY O UN 2 W [Y c0 U a' v, o 0 U U � � w `U oU Q EZ L22 Q < L] t __I Q o ao > VU rnQ U Z�uoW 'vi a}< \.J 0Z¢= o Q OOU0 U7 IU O wUZ� Oi m Q Z 3 En �?O-jl p U>(a0¢ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14-B-71197-1 Sheet Number: R7 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Tape Sealant and Tube Sealant TRI—BEAD TAPE SEALER HW504 W )l" X a" X 25'-0" TRIPLE BEAD TAPE SEALER HW502 et_ � A" X 24" X 20'-0" URETHANE TUBE SEALANT Q�� HW540 (White) HW541 (Gray) HW542 (Bronze) 0 DEKSTRIP 7" WIDE = HW5227 DEKSTRIP 9" WIDE = HW5228 DEKSTRIP 12" WIDE = HW5229 COLOR = Gray SCREWS 2" O.C. MAX. PERIMETER TAPE SEALANT BOTH SIDES TUBE SEALANT EACH END 2" x 24GA. TERMINATION STRIP EACH END FLAT TAPE SEALER HW507 " X I" X 50'-0" FLAT TAPE SEALER HW506 TAPE SEALER MINOR RIB HW512 <6> " X 1j" X 4" DoubleLok PBR, PBU, AVP, PBA, VistaShadow Fasteners °°"G000007 BattenLok HS / SuperLok and DoubleLok 1 UltraDek° Various Fasteners R,, Dec'14R08 Dec'14 05 Structural Fastener (Fixed) Roof Member Screw Roof Stitch Screw Long Life Lonq Life Fastener #1 Fastener #1E - 1/4"-14 x 1 1/4" Fastener #4 - 1/4"-14 x 7/8" 12-14 x 1j" {" Hex Washer Head" w/washer 5/16" Hex Washer Head w/ Washer 5/16" Hex Wosher Head w/ Washer 1/4"-14 1" x 5/16" Hex Washer Head w/ Washer 0=%V_7� Fastener #268SSBX Fastener #12 Optional Stainless Steel Optional Stainless Steel Fastener #1ESS - 1/4"-14 x 1 1/4' Fastener #4SS - 1/4"-14 x 7/8" 5/16' Hex Washer Head w/ Wcsher 5/16" Hex Washer Head w/ Washer Stainless Steel Cap 5/16" Hex Washer Head w/ Washer *MffD *ftfD_ Structural Fastener (Floating) BattenLok/SuperLok BattenLok/SuperLok 12-14x1}" Hex Washer Head w/washer Panel Clio Screw Panel Clip Screw Fastener #5 Insulation < - 4" Material < 1/4" Insulation > 4" Material < 1/4" 1/4"-14 x 1 1/4" Fastener #18 1/4"-14 x 1 1/4" Fastener #1F 1/4-14 x 1 1/2" Driller Shoulder DP2 5/16" Hex Washer Head 5/16" Hex Washer Head 5/16" Hex Washer Head w/ Washer 12-14 x 2" Hex Washer Head w/washer 12 x 2" {�" Hex Washer Head w/washer I 12-24 x 2" DP5 {�" Hex Washer Head w/washer BattenLok/Super ok Panel BattenLok/ Superlok DoubleLok/UltraDek Panel CIiD Screw Clio Screw Insulatlon<=4" Material >=1/4" Panel Cfy Screw Insulation > 4" Material > - 1/4" Insulation < -4" Material < 1/4" Fastener #55 Fastener #70 Fastener #1 12-24 x 1 1/4" DP5 12-24 x 1 1/2" DP5 1/4"-14 x 1" 5/16" Hex Washer Head w/ Washer 5/16" Hex Washer Head 5/16" Hex Washer Head 4-14 x J" {" Hex Washer Head w/washer 12-24 x 1j" Pancake SO DP5 W/O Washer 1/4-14 x 5/8" Type B Long Life 5/16" Hex Washer Head w/ Washer DoubleLok/UltraDek DoubleLok/UltraDek DoubleLok/UltraDek Panel CI`p Screw Insulation > 4" Material < 1/4" Panel Clio Screw Insulation < = 4" Material > - 1/4" Panel Clio Screw Insulation > 4" Material > = 1/4" Fastener #1F 1/4"-14 x 1 1/2" Driller Fastener #67 12-24 x 1 1/4" DP5 Fastener #69 12-24 x 1 1/2" DP5 5/16" Hex Washer Head w/ Washer 5/16" Hex Washer Head w/ Washer 5/16" Hex Washer Head w/ Washer DoubleLok/UltraDek Panel Clip Screw Insulation < 4" Material < 1/4" Fastener #1D 1/4"-14 x 1 1/4" 5/16" Hex Washer Head w/ Washer Tape Sealant and Tube Sealant TRI—BEAD TAPE SEALER HW504 W )l" X a" X 25'-0" TRIPLE BEAD TAPE SEALER HW502 et_ � A" X 24" X 20'-0" URETHANE TUBE SEALANT Q�� HW540 (White) HW541 (Gray) HW542 (Bronze) 0 DEKSTRIP 7" WIDE = HW5227 DEKSTRIP 9" WIDE = HW5228 DEKSTRIP 12" WIDE = HW5229 COLOR = Gray SCREWS 2" O.C. MAX. PERIMETER TAPE SEALANT BOTH SIDES TUBE SEALANT EACH END 2" x 24GA. TERMINATION STRIP EACH END FLAT TAPE SEALER HW507 " X I" X 50'-0" FLAT TAPE SEALER HW506 TAPE SEALER MINOR RIB HW512 <6> " X 1j" X 4" DoubleLok PBR, PBU, AVP, PBA, VistaShadow 13000006 Page G000009 Panel Fasteners Various Fasteners oOct'14R05 Dec'14R08 Wall Fasteners Roof Fasteners Long Life (Optional at Wall) Optional Roof or Wall Fasteners Fastener #17 12-14 x 1" 5/16" Hex Washer Head w/ Washer Fastener #38 1/4"-14 x 7/8" Lap TEK 5/16" Hex Washer Head Fastener #268 12-14 x 1 7/8" Standoff Long Life 5/16" Hex Washer Headw/ Washer Stainless Steel Cap Member Screw Fastener #17A Member Screw Fastener #3 Member Screw Fastener #3SSBX 12-14 x 1j" {" Hex Washer Head" w/washer 12-14 x 14" Hex Washer Head w/washer 12-14 x 1j" Hex Washer Head w/washer *Wtj� Fastener #268SSBX Fastener #12 12-14 x 1 7/8" Standoff 12-14 x 1" DP3 Stainless Steel Cap 5/16" Hex Washer Head w/ Washer Pancake Head Member Screw Optional Fastener #17B Member Screw Optional Fastener #3A Member Screw Optional Fastener #3ASSBX 12-14x1}" Hex Washer Head w/washer 12-14x1" {" Hex Washer Head w/washer 12-14x14" Hex Washer Head w/washer Fastener #55 12-24 x 1 1/4" D135 5/16" Hex Washer Head Fastener #70 12-24 x 1 1/2" DP5 5/16" Hex Washer Head �r Fastener #142 1/4"-14 x 1 1/2" 5/16" Hex Washer Head Member Screw Optional Fastener #28 Member Screw Optional Fastener #58 Member Screw Optional Fastener #272SSBX 12-14 x 2" Hex Washer Head w/washer 12 x 2" {�" Hex Washer Head w/washer I 12-24 x 2" DP5 {�" Hex Washer Head w/washer Fastener 76 # 12-14 x 2" 5/16" Hex Washer Head Fastener #61 12-14 x 1 1/4" 5/16" Hex Washer Head Fastener #1B 1/4"-14 x 1 1/4" 5/16" Hex Washer Head Stitch Screw Stitch Screw Stitch Screw Fastener #4A Fastener #4 Fastener #4SSBX Fastener #16 Fastener #46 J-14 x a" Hex Washer Head w/washer 4-14 x �" 1%* Hex Washer Head w/washer 4-14 x J" {" Hex Washer Head w/washer 12-24 x 1j" Pancake SO DP5 W/O Washer 1/4-14 x 5/8" Type B Long Life 5/16" Hex Washer Head w/ Washer G000005 DoubleLok / UltraDek DL0001 Date Rev Dace Rel Jul '14 01 Perimeter Trim Reference - Standard Trim Mar'14 TAPE SEALER —SWAGED HW515 I {j" X 24" X 6" GUTTER GUTTER LAP GUTTER CAP EXPANSION COVER GUTTER CLIP F2001 2" LAP F2002 F2003/F2004 F246 6 Fastener #4 44" Tube Sealant 24" Tube Sealant (11) Fastener #14 (2) `°sten", µ BattenLok HS }-14 x b" LL SD 10 Fastener 14 9 Fastener 14 Trim Color }—t4 x p u sD W/w.ene ( ) # O # Roof color W/Washer Trim Color Trim Color (1) F..tener f4 1'-0 O.C. 1-14 x r LL SD W/Waeher Roof ColorTrim Color 9" Tae rl NON -SKINNING BUTYL TUBE (VAPOR SEALANT) a �v RAKE RAKE LAP Rake Cap (On Mod) Rake Cap (Off Mod GABLE CLOSURE " F2201 2" LAP F2332/F2202 F2202/1`2337 F2203 Fastener #1E 16" Tube Sealant 31" Tube Sealant 24" Tube Sealant (3) Fastener #4A -14 x 1}" (s) Fastener #14 (8) Fastener #14 (8) Fastener #14 4-14 x b" LL SD W usher (2) Fastener #4 Trim Color Trim Color SD Trim W/Washer IMP7100 WHITE 2'-0 O.C. LL So1w/Wa}sher (2) Fastener #1 Trim Color (WHITE) Trim Color Trim Color 30" Tape HW504 cc>M�fa' � High a Rake fIiq ide Side Rake HIGHSIDE HIGHSIDE LAP OUTSIDE CORNER INSIDE CORNER "r F2601 2" LAP Right as Shown Field Work v i- Fastener #4 23" Tube Sealant 23' Tube Sealant 23' Tube Sealant }-14 x J' LL SD W/W..h.r (7) Fastener #14 (7) Fastener #14 (7) Fastener #14 (see coL01Om for spocmg) F..tener #4A (3) Fastener #4 (3) Fastener #4 (3) Fastener #4 1-14 . l SD W/Washer }-14 x a" 4-14 x a' }-14 x r 1 -o O.C. LL SD W/W her LL SD W/W-her LL SD W/Washer Trkn Color Trim Color Trim Color Trim Color Bird Stop F82 x 1'-6' Roke Gut{e Rake Gutter Gutter Gutter Gutter Gutter OUTSIDE CORNER INSIDE CORNER OUTSIDE CORNER INSIDE CORNER Right as shown Field Work Field Work Field Work 16" Tube Sealant 26" Tube sealant 26" Tube Sealant 26" Tube Sealant (20) Fastens #14 (10) Fa.tener #14 p Fastener 14 11 Fastener 14 (2) Fastener #4 (2) Fastener #4 ( ) # ( ) # 4-14 x #' }-14 x a' Trim Color Trim Color LL SD W/Washer LL SD W/Washer Trim Color Trim Color DoubleLok / UltraDek - Perimeter Trim Reference DL00008 Trim Fastener and Sealants R° Jun'14 13 SCULPTURED EAVE EAVE TRIM LAP SAVE TRIM CAP HOLD DOWN CLIP CLOSURE (24") F2132 2" LAP F2133 VARIES HW430 Fastener #4 (6) Fastener #14 (6) Fastener #14 Panel Clip Screw (9) Fastener #1E }-14 x b" LL SD W/Washer 4' O.C. 12" Tube Sealant 12" Tube Sealant (2) Per Clip 4-14 x 11" LL Roof Color SD W/Washer Per Fosterer #4A Panel }-N x14-0 OC�asner 4'-8 Tape Sealant Trim Color Rake Trim End Closure SLIP JOINT END RIDGE FLASHING RIDGE CLOSURE CLOSURE (18") F2337-L/R F2805 F675 F679 HW432 30" Tape Sealant (4) Fastener #14 Fastener #4 30" Tube Sealant (2) Fastener #1 Trim Color (se4GDLO1010 oID W�aamg) (12) Fastener #4 (8) PertPanel ener #tE Trim Color (16) Per Lo 4-14 x d' Trim Copp LL So w/Wasne, 4'-2 Tape Sealant 68' Tube Sealant Trim Color FLOATING SIMPLE EAVE Flat Eave Trim Parapet High Side Transverse Joint CLOSURE (12") F2952 F2955 = Low/High F325 F270 HW442 F149= Hi -Thermal 9" Tube Sealant 13" Tube Sealant 32' Tube Sealant 12' Tan. seamen Fastener #4A (2) #14 per 2" La (2) Fastener #4 (2) Faeterw, #4 (7) Fastener #1 E 4-14 x a" SD W/Washer 1-14 x }' LL m w/wasner (1) Fe,+,,,,, Z Per Panel #14 36" o.c w/out x #14 per 2' op }-14 x 1}• LL S) w wane 3'-8 Tape Sealant 1'-0 O.C. Closure #14A 12" Faet°..r #4 per 2' Up (2) Fastener #14 o.c. w Closure 1-14 x }' u SD W/wo.h., F,- /1E er 2" La / 6' o.c 1-+4 x 1}• u sD w/wa.ner P P Trim Color Roof Color 2'-a Trim Calor Re"/ caa, TERMINATION TRIM Parapet Rake Trim Rake Cleat Trim EXPANSION FLASH BACK-UP PLATE F117 F324 F292 F215 12' orb. Seolant 24" Tub. sealant 4' Tube s.alant Fastener #4A 24" WIDE HW7760 (3) Fastener #4 (2) Fastener 114A (1) Fastener #1E } u x;' LL sD w/wo.ner (2) Fast.—#4 1_14 x 1}" u s0 w wo.ner 4-14 x �" SD W/Washer 18" WIDE HW7769 (1) Fastener #1E 1-14 x J' LL SD W/Washer per 2" Lap 1 —0 O.C. 12" WIDE HW7761 }-14 x 11' LL SD W/W..her per 2' Lap Roof Color Trim Color per 2" Lop Roof Color Fasteners I V 6000004 0 Mar 26 1 02 FASTENER #271 FASTENER #24 FASTENER #228 m' 8-18 x 1/2" 18 x 5/8" I 10 x 1/2" Trim Screw Nibbed Driller Grommet Washer I .4 FASTENER #14 FASTENER #14A FASTENER #226 U Q� O �J 1/8" x 3/16" I 1/8" x 3/8"I 3/16" x 9/16" Pop Rivet Pop Rivet Closed End Rivet Stainless Steel Stainless Steel FASTENER #43 FASTENER ;�43L FASTENERH# W399 0 O c O_ S U D; L.T.P. Member Screw L.T.P. Member Screw (Long Life) #6 x 1" Rubber Grommet o 1/4"-14 x 1 1/4" 1/4"-14 x 1 1/4" 1/4" Hex Head w/ Washer o L�(� eV 5/16" Hex Washer Head 5/16" Hex Washer Head ^ p eti rn w/ 1 1/8" O.D. Washer w/ 1 1/8" O.D. Washer FASTENER #44 FASTENER #44L FASTENER #35 cN`oo Q v c rn O to rrOi C A� O (al ..�, O h N 0 0 O to U <) w o ' 0 U Lu O O O Q m J L l U E w 0_ 0) O Li- Li- O (7w<= ❑ L.T.P. Stitch Screw L.T.P. Stitch Screw (Long Life) #14 x 1 1/8" O.D. (/� Z o I_ U - 1/4"-14 x 7/8" 1/4"-14 x 7/8" Bonded Washer v c�tZj Y 5/16" Hex Washer Head 5/16" Hex Washer Head o y C a w/ 1 1/8" O.D. Washer w/ 1 1/8" O.D. Washer ct 2 N U UJ 0 0 `U oU c N 4Cq 2 L Q❑ ❑ r) w U V < r� Z armor v V c mZ<= o Q OU O O WO III WUZ a ED < Z 3 in O -I F- p U>0<inO Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14-13-71197-1 Sheet Number. R8 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Page AVP / PBA Wall Panel - Three Sided Framed Opening PA07022 Trim Installation with Field Notch Panel at Head Trim °514P 51 Se '14 04 Note: Trim Installation can be done by Field Notch Panel as shown on PA07022 & PA07023 gg with Field Notch and Bend Tabs at Head Trim as shown on PA07024 & PA07025. Opening Width + 6" (+2" Lap when req'd) 3" Opening Width 3" See PA07023 & PA07027 .°�. n Field cut Panel Rivet at 20" O.C. at Cold Form o 0 -11 1 Fastener #16 AVP / PBA Wall Panel - Three Sided Framed Opening 12-24 x 14" Poncake SO DP5 Se '14802 W/0 Washer at V-8 O.C. 0 at Hot Rolled Head Trim F481 Fastener #14 x f);" Pop Rivet starting 6" from Steel Line and Opening on Note, All trimIs to be See O O installed BEFORE blanket depending on the Opening Width and location. See insulation is applied to walls PA07030 O � w C U 0 PA07030 o Trim. Attach with JQa, rnO_ Note: Head Trim F481 Opening Width ❑ Fastener #14 See PA07027 for Jamb For Optional" Fastener #14A J" x J" Pop Rivet Trim field cut detail A" x fj" Pop Rivet.See o Channel Closure Trim ac at 20" O.C. at Cold Form Fastener #14A J" x J" Pop Rivet c see PA07028 a OR o at 20" O.C. at Cold Form r o a 0 Fastener #16 OR 3 Ea -' 12-24 x 1j" Pancake SO DP5 12-24 x 1}" Pancake SO DP5 W/O Washer Fastener #16 o ❑ ❑ nJ W/O Wosher at V-8 O.C. Jamb Trim F482 Top View 12-24 x 14" Pancake SO DP5 t o 0 rn at Hot Rolled Jamb Fastener #14A d" x J" Pop Rivet (Cold Form shown W/O Washer at V -B O.C. C11 = Channel Closure Trim 0at = Bead of HW54- Tube daulkin 4A^ Hot Rolled - o n from Header to Floor (see section) 0 at 20" O.C. at Cold Form Hot Rolled similar) E + 0 of Rivet at 20" O.C. at Cold Form + ° U>c'�oOQ O Bead of HW54- Tube Caulking 2" Lap with s a PAD7030 Jamb Trim F482 Jamb Trim F482 from Header to Floor (see section) Fasteners #14 Fasteners #144 o or Alternate F484 or Alternate F484 x J" Pop Rivet x J" Pop Rivet Jamb Trim F482 Jamb Trim F482 Typ at Head & Typ at Head & c Field Cut and Remove or Alternate F484 or Alternate F484 Jamb Trim when Jamb Trim when 'c W/O Washer at V-8 O.C. See PA07028 for details. required. Field notch required. Field notch 0 o 0 o 0 as required. f at 20 O.C.OaRt Cold Form Fastener #16 0 See at Hot Rolled Double Sided Tape ^ (Not by Bldg Mfg) * at 1'-8 O.C. at Hot Rolled PA07029 See PA07029 x 14" Pancake SO DP5 W/0 Washer at 1'-8 D.C. - 0 Finish Floor Line 0 ,m Cut and remove o n c + Fo"Optional" at Hot Rolled Channel Closure Trim Opening Width 2" Lap typ at Head &Jamb when required. Field cut �� i i i �� �� Rgt,QL All trim is to be Note: Field measure Opening Width insta9 9 lled BEFORE blanket and Height before making field cuts Insulation is applied to walls. and adjust cut dimensions accordingly. Page AVP / PBA Wall Panel - Three Sided Framed Opening PA07023 Field Notch Panel at Head Trim R` Se '14 04 Note: Trim Installation can be done by Field Notch Panel as shown on PA07022 & PA07023 DE with Field Notch and Bend Tabs at Head Trim as shown on PA07024 & PA07025. Opening Width + 6" (+2" Lap when req'd) Head Trim F481 I I Front View End View 2" Lap with (2) Fasteners #14 d" x J" Pop Rivet and HW54- Caulking Opening Width 3" Opening Width 3" Field notch Panel / at Head Trim F-1 Head Trim F481 JJ See PA07027 for Jamb Trim field cut detail Jamb Trim F462 or Alternate F484 0 Fastener #14A A" x J" Pop J Field cut Panel Rivet at 20" O.C. at Cold Form 0 o o 0' OR AVP / PBA Wall Panel - Three Sided Framed Opening Fastener #16 AVP / PBA Wall Panel - Three Sided Framed Opening 12-24 x 14" Poncake SO DP5 Se '14802 W/0 Washer at V-8 O.C. 0 at Hot Rolled Note: Panel position is shown with Panel Rib Fastener #14 x f);" Pop Rivet starting 6" from Steel Line and Opening on Note, All trimIs to be V-0 module. Location of Panel Rib may vary O O installed BEFORE blanket depending on the Opening Width and location. See insulation is applied to walls Field measure before cutting Panel and Trim. Page AVP / PBA Wall Panel - Three Sided Framed Opening PA07024 Trim Installation with Field Notch and Bend Tabs at Head Trim Se '14804 Note: Trim Installation can be done by Field Notch Panel as shown on PA07022 & PA07023 QR with Field Notch and Bend Tabs at Head Trim as shown on PA07024 & PA07025. Field Cut Opening Width + 6" (+2" Lap when req'd) and Remove Opening Width + 3" 1�. Opening Width See P1,07025 /& PA07027 � PN.PA07027AVP o 0 o o 0' Opening Width AVP / PBA Wall Panel - Three Sided Framed Opening Field Notch and Bend 1j" Tab AVP / PBA Wall Panel - Three Sided Framed Opening Ng, PA07030 Se '14802 ' Head Trim F481 0 Ma '14803 Fastener #14 x f);" Pop Rivet Mar "14802 Jamb Trim Field Cut Details Field Notch and Bend O O Head Trim Installation See I-� { 1}" Tab behind Jamb O � w C U 0 PA07030 o Trim. Attach with JQa, rnO_ 0 0 Head Trim F481 Opening Width ❑ Fastener #14 See PA07027 for Jamb Fastener #14A J" x J" Pop Rivet Trim field cut detail A" x fj" Pop Rivet.See AVP/PBA Wall Panel o+ Jamb Trim F482 or Alternate F484 at 20" O.C. at Cold Form PA07025 for c r^� OR o details. r o OR Fastener #16 a 3 Ea 12-24 x 1j" Pancake SO DP5 12-24 x 1}" Pancake SO DP5 W/O Washer �+J- o ❑ ❑ at V-8 O.C. at Hot Rolled W/O Wosher at V-8 O.C. Jamb Trim F482 Top View V t o 0 0 at Hot Rolled Jamb Fastener #14A d" x J" Pop Rivet (Cold Form shown at V-0 O.C. at Cold Form C11 = Channel Closure Trim Q Bead of HW54- Tube daulkin 4A^ � in c o o from Header to Floor (see section) - at 20" O.C. at Cold Form Hot Rolled similar) E + 0 of Rivet at 20" O.C. at Cold Form U>c'�oOQ O 2" Lap with (2) o Checked by. MAW 3/17/15 PAD7030 Jamb Trim F482 Jamb Trim F482 Sheet Number: R10 of 15 Fasteners #14 r OR or Alternate F484 or Alternate F484 x J" Pop Rivet z Typ at Head & v Fastener #16 Field Cut and Remove c e s Jamb Trim when Fastener 4A d" x J" Pop Rivet W/O Washer at V-8 O.C. See PA07028 for details. required. Field notch 12-24 x 14" Pancake SD DP5 W/0 Washer o Q o as required. o f at 20 O.C.OaRt Cold Form Fastener #16 0 See at Hot Rolled Double Sided Tape ^ (Not by Bldg Mfg) * at 1'-8 O.C. at Hot Rolled PA07029 `+ °112-24 0 - = x 14" Pancake SO DP5 W/0 Washer at 1'-8 D.C. - }" Bead of HW54_ Tube Caulking Blanket Insulation 9 (Header to Floor) Note: ,m Cut and remove o n c + Fo"Optional" at Hot Rolled Channel Closure Trim 2" Lap typ at Head &Jamb when required. Field cut �� i i i �� �� Channel Closure Trim CllosureaTrimhannel (ColdFormshown See PA07028 Hot Rolled similar) for details remainder of front fold oa t rn 0 see PA07028 o Channel Closure Trim 0 Finish Floor Line 0 + rn c a� 3 n (2) Fasteners #14 Opening Width Note: All trim is to be Note: Field measure Opening Width installed BEFORE blanket and Height before making field cuts insulation is applied to walls. I and adjust cut dimensions accordingly. Poge AVP / PBA Wall Panel - Three Sided Framed Opening PA07025 Field Notch and Bend Tabs at Head Trim Se '14 04 Note: Trim Installation can be done by Field Notch Panel as shown on PA07022 & PA07023 QE with Field Notch and Bend Tabs at Head Trim as shown on PA07024 & PA07025. Opening Width + 6" (+2" Lap when req'd) *Opening Width + 3" *Note: Field measure Opening Width and *Field Cut *Opening Width 14cut Head len Trim to reqRemainder and Remove Head Trim F481 I I Front View II —t�— 2" Lap with (2) Fasteners #14 End View See End Cut Detail J" x A" Pop Rivet and HW54_ Caulking Opening Width Do not cut or Note: All trim is to be remove back leg installed BEFORE blanket insulation is applied to walls I I Bend 14" Tab 1�" down 90 degrees Note: Panel position is shown with Panel Rib �" I starting 6" from Steel Line and Opening on 1'-0 module. Location of Panel Rib may vary Field Cut depending on the Opening Width and location. and Remove Field measure before cutting Panel and Trim. End Cut Detail PN.PA07027AVP (Viewed from top of Head Trim) / PBA Wall Panel - Three Sided Framed Opening Opening Width AVP / PBA Wall Panel - Three Sided Framed Opening Field Notch and Bend 1j" Tab AVP / PBA Wall Panel - Three Sided Framed Opening Ng, PA07030 Se '14802 behind Jamb Trim. Attach with Se '14803 Ma '14803 Fastener #14 x f);" Pop Rivet Mar "14802 Jamb Trim Field Cut Details "Optional" Channel Closure Trim O O Head Trim Installation I-� { �i Qmi D O o O � w C U 0 o U 3 JQa, rnO_ 0 0 Head Trim F481 Opening Width ❑ r See PA07027 for Jamb o+ Trim field cut detail AVP/PBA Wall Panel o+ Jamb Trim F482 or Alternate F484 N Q1- 10�(OUQ:: S Fastener #14A d" x d" Pop Rivet at 20" O.C. r^� at Cold Form o OR Fastener #17A a Fastener #16 Ea " 12-24 x 1}" Pancake SO DP5 W/O Washer �+J- 12-14 x 1�" SO W/Washer ❑ ❑ at V-8 O.C. at Hot Rolled roa,> Jamb Trim F482 Top View V Field cut Panel AVP 1 PBA Wall Panel - Three Sided Framed Opening PN.PA07027AVP / PBA Wall Panel - Three Sided Framed Opening PagePA07028 AVP / PBA Wall Panel - Three Sided Framed Opening P ... PA07029 AVP / PBA Wall Panel - Three Sided Framed Opening Ng, PA07030 Se '14802 Se '14803 Ma '14803 Mar "14802 Jamb Trim Field Cut Details "Optional" Channel Closure Trim Jamb Trim Installation Head Trim Installation I-� { �i Qmi D O o O � w C U Opening Width + 7" (+2" Lap when req'd) o U 3 JQa, rnO_ 0 0 31" Opening Width ❑ 1} U O Ludy AVP/PBA Wall Panel N Q1- 10�(OUQ:: r^� U U h Fastener #17A a 0 0 Ea " �+J- 12-14 x 1�" SO W/Washer ❑ ❑ Top Alternate Jamb Trim F484 View roa,> Jamb Trim F482 Top View V 0 0 Jamb Fastener #14A d" x J" Pop Rivet (Cold Form shown at V-0 O.C. at Cold Form Fastener #14A �" x Pop Channel Closure Trim Q L O � U �O 4A^ � C) o See o wED Q Z N 3 at 20" O.C. at Cold Form Hot Rolled similar) OR of Rivet at 20" O.C. at Cold Form U>c'�oOQ O c. Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 PAD7030 Job Number: 14-B-71197-1 Sheet Number: R10 of 15 Fastener #67 OR ne Fastener #16 - "0 "Optional" Channel Closure Trim 12-24 x 14" Pancake SD DP5 p 12-24 x 1}" SD DP5 W/Washer at V-0 O.C. Fastener #16 Field Cut and Remove c e s Fastener 4A d" x J" Pop Rivet W/O Washer at V-8 O.C. See PA07028 for details. at Hot Rolled 12-24 x 14" Pancake SD DP5 W/0 Washer J f at 20 O.C.OaRt Cold Form Fastener #16 0 at Hot Rolled Double Sided Tape ^ (Not by Bldg Mfg) * at 1'-8 O.C. at Hot Rolled a `+ °112-24 0 - = x 14" Pancake SO DP5 W/0 Washer at 1'-8 D.C. - }" Bead of HW54_ Tube Caulking Blanket Insulation 9 (Header to Floor) Head Trim F481 ,m Cut and remove o n c + at Hot Rolled Channel Closure Trim 2" Lap typ at Head &Jamb when required. Field cut �� i i i �� �� CllosureaTrimhannel (ColdFormshown See PA07028 Hot Rolled similar) for details remainder of front fold oa t rn 0 o Channel Closure Trim 0 to length if req'd _ �� + rn c a� 3 n (2) Fasteners #14 See and notch. AVP/PBA Wall Panel Field Cut Wall Panel o �e View at Head Trim o -+ �" x fj" Pop Rivet at lap a o PA07029 c a 'E o iv Note:Terminate Blanket Insulation o_ + rn 0 -- - - 4 Finish Floor Line at capillary lip of Jamb Trim Opening Width o = + o c 2" Lap when required. Field cut and notch o 0 Field flatten Trim leg when required 1�" c r rn a a, o = as required. 1" Field bend tab down 90 degrees 2J" Field cut and remove Channel Closure Trim Piece Mark Jamb Trim F482 (shown) or Alternate Jamb Trim F484 Finish Floor Line a F981 - 8" member Channel Closure Trim F2994 - 8 "member n F2991 - 84" member o 3J' F2992 - 8" member �� F982 - 10" member Finish Floor Line F2993 - 101" member 31" Field cut and remove F169 - 12' member F2995 - 12j" member Side View at Sill Trim Note: All trim is to be Channel Closure Trim at Jambs installed BEFORE blanket Alternate Jamb Tim F484 Profile Jamb Trim F482 and insulation is applied to walls. Note: Panel position is shown with Panel Rib starting 6" from Steel Line and Opening on Note: All trim is to be Note: Field measure Opening Height Alternate Jamb Trim F484 Front View Note: Field measure Opening Width Note: All trim is to be 1'-0 module. Location of Panel Rib may vary installed BEFORE blanket before making field cuts and adjust and Height before making field cuts installed BEFORE blanket depending on the Opening Width and location. insulation is applied to walls cut dimensions accordingly. Right Jamb Trim as shown End Cut Detail and adjust cut dimensions accordingly. insulation is applied to walls Field measure before cutting Panel and Trim. Left Jamb Trim opposite hand a The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Qr mIr �b 63 ^ O v � � L o Q C_lO� 'V �i Z U �i Qmi D O o O � w C U 332 o U 3 JQa, rnO_ 0 0 Z O W cn ❑ U O Ludy 'q, U S LTJ N Q1- 10�(OUQ:: r^� U U h a Ea �+J- ❑ ❑ O roa,> V z U -}mm C :5Z Q = O Q L O � U �O III C) o l o wED Q Z N 3 co O J F :� -* 0� 0 U>c'�oOQ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer' Job Number: 14-B-71197-1 Sheet Number: R10 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A — Page AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door PA09022 Trim Installation with Field Notch Panel at Head Trim M` R" Ma '14 02 Ngo: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 QR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. `o 0 00 0 Door Width + 6j" (+ V-6 for each SideLite) � Y O 0 3 1Door Width +3)" (+ V-6 for each SideLite) 0 0 o See PA09023 y m 0 & PA09027 3 Y N 0 0 0 i•g iv 3 � O 0 1 Door Width (+ V-6 for each SideLite) Door Width + 33" (+ V-6 for each SideL Note, All trim is to be Note; Field measure Door Width and installed BEFORE blanket Height before making field cuts and insulation is applied to walls. adjust cut dimensions accordingly. Page AVP / PBA Wall Panel - Walk Door & Glass- Front Walk Door PA09023 Field Notch Panel at Head Trim D Mar'R° 13 01 Note: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 QR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. Door Width + 31" (+ V-6 for each SideLite) Door Width + 34 ° Door Width (+ V-6 for each SideLite) 1�(+ 1'-6 for each SideLite) 1j" Field notch Panel Door Width at Head Trim (+ V-6 for each SideLite) 1i" PagePA09027 —I PagePA09029 c 0 Head Trim F481 v7777 "°" 01 Da=e Ma '14 Rev. 02 Date Mar'14 Rev. 02 See remove back leg installed BEFORE blanket I PA09030 a insulation is applied to walls C1 Bend 11" Tab down 90 degrees O AVP/PBA Well Panel o J or PA09032 0 1}" U W module. Location of Panel Rib may very Fastener #17A Field Notch and Bend 1}" Tabo Fastener #14A d" x J" oc0w Z Da Jamb Trim F482 o z ) Uw Y O 12-1x 1j" A` I Pop Rivet of 20" O.C. Vi ToR ew 0 at V-0 O.C. ch�a]UD' 0 00 4A" 0 0 L 0 ° Y N 0 o N I c rn d = 0 I Bead of HW54- Tube Caulking o �.. 3a» �» A o , > o� 3 _ from Header to Floor (see section) 0° v c 3' o" o 0 0 U 0 U I ° 11 0 1 Field Cut and Remove o 0 o 0 �'- 0 1 3 Jamb Trim F482 Jamb Trim F482 N 0 r I N ° or Optional F484 or Optional F484 ° I I Walk Door lv Sheet Number: R11 of 15 3 v 1.0 i1 �3" I 2" Glass -Front Door Blanket Insulation Head Trim F4810 See I i� �� i �i i Caulk these edges o IPA09029 I o 0 I I i after Installation See PA09027 1 or PA09031 o I ° I -Finish Floor Line I ° 1 Door Width (+ V-6 for each SideLite) Door Width + 33" (+ V-6 for each SideL Note, All trim is to be Note; Field measure Door Width and installed BEFORE blanket Height before making field cuts and insulation is applied to walls. adjust cut dimensions accordingly. Page AVP / PBA Wall Panel - Walk Door & Glass- Front Walk Door PA09023 Field Notch Panel at Head Trim D Mar'R° 13 01 Note: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 QR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. Door Width + 31" (+ V-6 for each SideLite) Door Width + 34 ° Door Width (+ V-6 for each SideLite) 1�(+ 1'-6 for each SideLite) 1j" Field notch Panel Door Width at Head Trim (+ V-6 for each SideLite) 1i" Note: Panel position is shown with Panel Rib starting 6" from Steel Line and Door on 1'-0 Note: All trim iE to be module. Location of Panel Rib may vary y installed BEFOR blanket depending on the Door Width and location. Insulation is applied to walls Field measure before cutting Panel and Trim. AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door Page PA09024 Trim Installation with Field Notch and Bend Tab at Head Trim D " `' Ma '14 03 Ngtg; Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 OR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PAO9025. `o 0 o° Door Width + 61" (+ 1'-6 for each SideLite) � Y O `o 0 3 14" Door Width + 34" (+ V-6 for each SideLite) T 0 N o kSee PA09025 Y 0 0 PA09027 9 0 0 Head Trim F481 See PA09030 or PA09032 Fastener #14A d" x Pop Rivet at 20" O.C. o AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door PA09025 Field Notch and Bend Tabs at Head Trim R Mar'13 01 Note: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 QF with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PAO9025. Door Width + 61" (+ V-6 for each SideLite) 1} Door Width + 34" (+ V-6 for each SideLite) it Field Notch and Bend 14" Tab See End Cut Detail behind Jamb Trim. Attach o with Fastener #14 " x f " Pop Rivet. See PA09025 for 1" details. 0 x: I }" Bead of HW54- Tube Caulking- = I `o from Header to Floor (see section) 0 0 Jamb Trim F482 Jamb Trim F482 of ° or Optional F484 or Optional F484 ° v See o I PA09029 or PA09031 Finish Floor Line 0 0 1 " Door Width (+ V-6 for each SideLite) 1 " Door Width + 3�" (+ V-6 for each SideLite) Note: All trimIs to be Note: Field measure Door Width and installed BEFORE blanket Height before making field cuts and insulation is applied to wal1s. adjust cut dimensions accordingly. AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door Jamb Trim Field Cut Details PagePA09027 —I PagePA09029 c 0 P ... PA09030 v7777 "°" 01 Da=e Ma '14 Rev. 02 Date Mar'14 Rev. 02 (+ 1'-6 for each SideLite) 14" remove back leg installed BEFORE blanket I -E 14 insulation is applied to walls C1 Bend 11" Tab down 90 degrees O AVP/PBA Well Panel o J 1}" starting 6" from Steel Line and Door on 1'-0 1}" U W module. Location of Panel Rib may very Fastener #17A Field Notch and Bend 1}" Tabo Optional Jamb Trim F484 oc0w Z Da Jamb Trim F482 Factory attached z ) Uw Y O 12-1x 1j" A` 0 N Vi ToR ew Sub -Jamb at V-0 O.C. ch�a]UD' 0 00 4A" Bead of HW54_ Tube Caulking L 0 ° Y N 0 0 0 (Header to Floor) Fastener #14 d" x" Pop Rivet 0 o �.. 3a» �» O , > o� 3 _ 0 0 0° v c Fastener #14A J" x tT o 0 0 U 0 U ° '� 0 1 ° 11 0 1 Field Cut and Remove Po Rivet at 20" O.C. P 0 �'- 0 1 3 M N 0 0 N Scale: NOT TO SCALE — 0CL 3 cs I I Walk Door Double Sided Tape Walk Door Jamb (Not by Bldg Mfg) (Profile may vary) Sheet Number: R11 of 15 3 n N 1.0 i1 �3" I 2" Glass -Front Door Blanket Insulation Head Trim F4810 o I i� �� i �i i Caulk these edges Walk Door Header Head Trim F481 (Profile may vary) ; 0 I I i after Installation See PA09027 1 o I for Jamb Trim I T --� o 3 I 0 3 = o Side View at Head Trim field cut detail I See PA09027 for Jamb 1 AVP/PBA Wall Panel L Field Cut Wall Panel 0 Y p 0 « I I I °01 0 � Y I 3 Lr_ 0 Y o I I 0 0 3 I N " o 0j I 00 at capillary lip of Jamb Trim 1 (+ V-6 for each SideLite) T o 0 Jamb Trim F482 I Jamb Trim F482 I III II 3 I ° 1 Field flatten Trim leg when required Door Width + 34" I j" or Optional F484 I I � I T j 1`1 of 0 ISI Fastener #14A x Field cut Panel Pop Rivet at 20" O.C. n Note: Panel position is shown with Panel Rib starting 6" from Steel Line and Door on 1'-0 Note: All trim iE to be module. Location of Panel Rib may vary y installed BEFOR blanket depending on the Door Width and location. Insulation is applied to walls Field measure before cutting Panel and Trim. AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door Page PA09024 Trim Installation with Field Notch and Bend Tab at Head Trim D " `' Ma '14 03 Ngtg; Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 OR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PAO9025. `o 0 o° Door Width + 61" (+ 1'-6 for each SideLite) � Y O `o 0 3 14" Door Width + 34" (+ V-6 for each SideLite) T 0 N o kSee PA09025 Y 0 0 PA09027 9 0 0 Head Trim F481 See PA09030 or PA09032 Fastener #14A d" x Pop Rivet at 20" O.C. o AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door PA09025 Field Notch and Bend Tabs at Head Trim R Mar'13 01 Note: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 QF with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PAO9025. Door Width + 61" (+ V-6 for each SideLite) 1} Door Width + 34" (+ V-6 for each SideLite) it Field Notch and Bend 14" Tab See End Cut Detail behind Jamb Trim. Attach o with Fastener #14 " x f " Pop Rivet. See PA09025 for 1" details. 0 x: I }" Bead of HW54- Tube Caulking- = I `o from Header to Floor (see section) 0 0 Jamb Trim F482 Jamb Trim F482 of ° or Optional F484 or Optional F484 ° v See o I PA09029 or PA09031 Finish Floor Line 0 0 1 " Door Width (+ V-6 for each SideLite) 1 " Door Width + 3�" (+ V-6 for each SideLite) Note: All trimIs to be Note: Field measure Door Width and installed BEFORE blanket Height before making field cuts and insulation is applied to wal1s. adjust cut dimensions accordingly. AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door Jamb Trim Field Cut Details PagePA09027 AVP/PBA Panel - Preassembled Walk Door & Glass -Front Walk Door Jamb Trim Installation PagePA09029 AVP / PBA Wall Panel - Preassembled Walk Door and Glass -Front Walk Door -Head Trim Installation P ... PA09030 °°`° Mar'13 "°" 01 Da=e Ma '14 Rev. 02 Date Mar'14 Rev. 02 (+ 1'-6 for each SideLite) 14" remove back leg installed BEFORE blanket I -E 14 insulation is applied to walls C1 Bend 11" Tab down 90 degrees O AVP/PBA Well Panel o J 1}" starting 6" from Steel Line and Door on 1'-0 1}" U W module. Location of Panel Rib may very Fastener #17A Field Notch and Bend 1}" Tabo Optional Jamb Trim F484 oc0w Z Da Jamb Trim F482 Factory attached z ) Uw Y O 12-1x 1j" A` Too Viewer Vi ToR ew Sub -Jamb at V-0 O.C. ch�a]UD' 0 00 4A" Bead of HW54_ Tube Caulking L 0 ° Fastener #142 0" x C. Pop Rivet 1 20" O.C. 0 0 (Header to Floor) Fastener #14 d" x" Pop Rivet 0 0 N �.. 3a» �» O , > o� V U 0 0 0° v c Fastener #14A J" x tT o 0 0 U 0 U ° '� 0 1 ° 11 0 1 Field Cut and Remove Po Rivet at 20" O.C. P 0 �'- 0 1 3 M N 0 0 N Scale: NOT TO SCALE — 0CL 3 cs I I Walk Door Double Sided Tape Walk Door Jamb (Not by Bldg Mfg) (Profile may vary) Sheet Number: R11 of 15 3 n N 1.0 i1 �3" I 2" Glass -Front Door Blanket Insulation o Cut and remove i� �� i �i i Walk Door Header Head Trim F481 (Profile may vary) ; remainder of front fold i 0 0 Head Trim F481 i T --� 0 3 0 3 = o Side View at Head Trim °o 0 See PA09027 for Jamb 1 AVP/PBA Wall Panel L Field Cut Wall Panel 0 Y p c Y `o O 0 °01 0 � Y 3 Lr_ 3 11 I 0 0 3 Note:Terminate Blanket Insulation Door Width N " o 0j 00 at capillary lip of Jamb Trim 1 (+ V-6 for each SideLite) T o 0 Jamb Trim F482 I °� 3 III II 3 Field flatten Trim leg when required Door Width + 34" I j" (+ V-6 for each SideLite) j 1`1 of 0 ISI Jamb Trim F482 (shown) Fastener #14A d" x �" n or Optional Jamb Trim F484 Pop Rivet at 20" O.C. I 'n Finish Floor Line t� Finish Floor Line Side Vew at Sill Trim Optional Jamb Trim F484 Profile Jamb Trim F482 and Note: Panel position is shown with Panel Rib Note: Field measure Door Heightbefore Optional Jamb Trim F484 starting 6" from Steel Line and Door on 1'-0 Note: All trim is to be module. Location of Panel Rib may vary Note: All trim is to be making field cuts and adjust cut dimensions Front View installed BEFORE blanket depending on the Door Width and location. installed BEFORE blanket Insulation is applied to walls. accordingly so that Jamb Trim fits to Head Right Jamb Trim as shown insulation is applied to walls Field measure before cutting Panel and Trim. Trim & at 1j" below Finish Floor Line. Left Jamb Trim opposite hand Field Cut and Remove Head Trim F481 Front View (Viewed from top of Head Trim) End View Opening Width Door Width + 34" Do not cut or (+ (Vote_L All trim is to be (+ 1'-6 for each SideLite) 14" remove back leg installed BEFORE blanket I insulation is applied to walls (+ V-6 Bend 11" Tab down 90 degrees O Note: Panel position is shown with Panel Rib o J 41 U starting 6" from Steel Line and Door on 1'-0 W000' U W module. Location of Panel Rib may very N a L', O Field Notch and Bend 1}" Tabo depending on the Door Width and location. oc0w Z Da ❑ Field measure before cutting Panel and Trim. z ) Uw Y O End Cut Detail (Viewed from top of Head Trim) Door Width + 34" Door Width + 34" (+ V-6 for each SideLite) (+ 1'-6 for each SideLite) 14" Door Width Door Width (+ V-6 for each SideLlte) 1 �" O (+ V-6 for each SideLite) 1i" o J 41 U C �U W000' U W U ac N a L', O Field Notch and Bend 1}" Tabo oc0w Z Da ❑ Q) z ) Uw Y O A` UN=W behind Jamb Trim. Attach with ch�a]UD' O c o —� L rz- `U oU Fastener #14 d" x" Pop Rivet 0 N El 11 O , > o� V U z ua uu 0- ri v c Z Q= o Q U 0 U O U CS z Li N u7QZ 3 � O J N 0 0 O Scale: NOT TO SCALE Drown by. DCJ 3/17/15 3 cs Project Engineer: Job Number: 14-8-71197-1 Sheet Number: R11 of 15 o ; Head Trim F481 i 0 III II See PA09027 for Jamb 1 °01 0 III II Trim field cut detail 0 Y C Jamb Trim F482 I °� 3 III II or Optional F484 j 0I 0 ISI Fastener #14A d" x �" Field cut Panel Pop Rivet at 20" O.C. T t� q) 2 Si h C j O W O vi N 0 0 o J 41 U C �U W000' U W U ac N a L', O ti oc0w Z Da ❑ Q) z ) Uw Y O A` UN=W ch�a]UD' O c L rz- `U oU O El 11 O , > o� V U z ua uu 0- ri v c Z Q= o Q U 0 U O U CS z Li N u7QZ 3 � O J N 0 U >c�p0Q O Scale: NOT TO SCALE Drown by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14-8-71197-1 Sheet Number: R11 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A I DoubleLok / UltraDek Fixed Eave Plate Fastener #1E }-14 x 1j"/—Inside LL SD W/Washer (8) Per 24" Panel (7) Per 18" Panel (6) Per 12" Panel See Sheeting Layout 3" PGDLO1003 DoubleLok / UltraDek Rake Support - Fixed Eave - Parapet Rake pp p HW7710 P°GDL01008 °°" Dec'12 R`" 00 �< Dec 12 R°". 00 4. Field Block out bottom leg of Rake Support Angle 4 Pp 9 Fastener 12A # 12 x 1" P.H. DP3 Field Cut flush N Angle and attach with Fastener #5 Steel Line (2) required at each Roof Member with Steel Line 6" J Notch Detail 14 x 1 3 2 to PLEASE VERIFY DETAIL T a 2 O.C. to"t'or 2 Fastener #5 q N24" M#1 (centered in slot) J"-14 x 1}" Rake Support Angle Field Cut flush ith tee eRoke 1 4 Rake Support Angle 24" o c I HW7722 (Utility Clip)HW7710 CL of to UG (Low Clip) IHW7720 � � w (High Clip) HW7664 (Hi—Thermal) J Parapet Rake Ann 4 N �Z Z A" Eave Strut Install Fixed Eave Plate flush with outside face of high rib of wall panels. The first Eave Plate will butt against the vertical leg of the Rake Support Angle. All of the Eave Plates may be installed at this time. Be sure to butt each Eave Plate end to end without leaving a gap between the plates. Hold Rake Support Angle flush with Eave Plate Fastener #1 1-14 x 1" Fastener #5 12" O.C.J-14 x 1J" 24" O.C. (centered in WP —Eave Plate rm slot) 1j" \--Eave Strut Fastener #12A 12 x 1" P.H. DP3 (1) required at each Roof Member Rake Angle Rake Support Angle RA1 strut HW7710 (Low Clip) u Eove HW7720 (High Clip) Eove V t HW7664 (Hi—Thermal) HW7722 (Utility Clip) Note; Flat Eave Trim F2955, Detail at High Eave when required, to be installed 9 before attaching Rake Suppor Single Slope Building Eave Plate Shape May Vary Angle. Field Cut Parapet Rake Detail at Low Eave AnglesNAngles Parapet Rake Angle RA4 without Eave Plate Rake Support Angle Fastener #5 Stop Rake SuppoHW7710 (Low Clip)J"-14 x 1}" Fastener #12A HW7720 (High Clip)back 2J" minimu24" o.c. 12 x 1" P.H. DP3 side of RidHW7664 (Hi—Thermal) (2) required ateach Roof Member Field Cut flush t\ with Steel Line N i Rake Angle RA1 Eave Plate Shape May Vary Section "A" bleLok / UltraDek - Contoured Standard and Standard Large Gutter DL02001 Fixed Without Eave Plate - Sheeted Wall Ln '1414 Gutter Strap Standard F246 (shown) Standard Large F289 attached with (3) Fastener #4 J-14 x J" LL SD W/Washer (See Erection Drawings for Spacing) Fastener #1E }-14 x 1j"/—Inside LL SD W/Washer (8) Per 24" Panel (7) Per 18" Panel (6) Per 12" Panel See Sheeting Layout 3" Metal Closure (HW426) Tri—Bead Tape Sealant (HW504) top and bottom. See GDL02040 Fostene, #1 4-14 x 1" (2 Per closure) Fastener #14A Gutter HW7710 J70 xI 5 See Notch Details / 110'-0"� O.C. Eave Gutter Standard F2001 (shown) Standard Large F2031 Tape Sealant --- (HW504) Between Gutter Strap and Roof Panel Do NOT use pre punched holes Fastener #4- }-14 x a" LL SD W/Washer V-0 O.C. Eave Trim F2955 Without Closure Fastener #14 A"o x A" 36" O.C. With Closure Fastener #14A J"o x J,• 12" O.C. Fastener #17A 12-14 x 11" SD W/Washer Wall Panel "Optional" Outside Closure HW456 — PBR HW429 — PBR (see PW05020) HW460 — PBU HW465 — AVP/PBA/ Vistashadow R1d e9 1ne Gutter End Lap Installation DoubleLok / UltraDek Detail at Building Ridgei:: Gutter HW7710 Rake Support Angle Flush with Eave Plate 5 See Notch Details HW77201� Eave Plate HW7600 (Low Clip) Eove strut 4. HW7616 (High Clip — 1") HW7654 (High Clip — 1HW7�") 2„ HW7664 Butt a Hi—Thermal Clip) Butt against Parapet Rake 4 Angle and attach with 4J� Fastener #1 F2063 J-14 x 1" DP3 Detail at Low Eave Notch Detail 12" o.c. with Eave Plate Field Notch \ 0 Op DL05002 Rev. ec"1 03 1" Max. L2... Typical Spacing F2061 (5) L (6) (4)UF2001(3) (5)UF2031(4) (4) (5) (3) (4) (3) (5) La d UltraDek or DoubleLok Sheeting Layout Rear Eave 1 Gutter End Lap Installation DoubleLok / UltraDek 7 Gutter Expansion End Cap \ 5 I \ I' I Gutter Sheeting Fastener #14 \ I (See below for v a 0 placement) \ I 6 (2) Runs F2063 Tube Sealant Northern Large Gutter 3 Lap Detail Field Notch \ 0 Op DL05002 Rev. ec"1 03 1" Max. L2... Typical Spacing F2061 (5) L (6) (4)UF2001(3) (5)UF2031(4) (4) (5) (3) (4) (3) (5) La d UltraDek or DoubleLok Sheeting Layout Rear Eave 1 4 7 d Expansion End Cap 2 5 F2002 (9) Fastener #14 0 a Sheeting Standard Large F2031 F2032 (12) Fastener #14 v a 0 Direction 316 6 F2062 (12) Fastener #14 F2063 F2064 Northern Large Ridge I Highside 3 6 PLEASE VERIFY DETAIL T a Sheeting 2 5 O O LC LJ_ o 0wQ = a Direction 1 4 7 o` Front Eave Each side of the roof can be installed separately or both sides simultaneously, from opposite ends or the some end. Gutter Expansion Installation 100'-0" Maximum - DoubleLok / UltraDek (9) Fastener #14 This end only Gutter (See Table) Gutter End Cap (See \Table) Gutter Expansion Cover (See Table) GDL05040 ,7TRr� 14 00 DLO5003 Rev. ir'121 03 Expansion Gutter Cap (See Table) r (2) Fastener #14 / one side only Gutter End Cap (See Table) Page DoubleLok / UltraDek GDL02040 Tape Sealant at Low Eave Dec '12110 00 Tri—Bead Tape Sealant HW504 14" Long to Male Leg directtly over Closure Tri—Bead Tape Sealant HW504 on top and side of each closure to complete the seal at eave. Tri—Bead Tape Sealant HW504 11" Long each side of Closure Minor Rib Tape Sealant HW512 Apply to the underside of the minor rib on the panel. Position so tape sealer will cross the Tri—Bead Tape Sealant when panel is installed. Tri—Bead Tape i Sealant HW504 DoubleLok / UltraDek Roof Panel - Low Sidewall Parapet Fixed Without Eave Plate Gutter Gutter End Cap Expansion Cover Expansion End Cap Standard F2001 F2002 (9) Fastener #14 F2003 F2004 Standard Large F2031 F2032 (12) Fastener #14 F2033 F2034 Northern F2061 F2062 (12) Fastener #14 F2063 F2064 Northern Large F2108 F2109 (16) Fastener #14 F2110 F629 Page DoubleLok / UltraDek GDL02040 Tape Sealant at Low Eave Dec '12110 00 Tri—Bead Tape Sealant HW504 14" Long to Male Leg directtly over Closure Tri—Bead Tape Sealant HW504 on top and side of each closure to complete the seal at eave. Tri—Bead Tape Sealant HW504 11" Long each side of Closure Minor Rib Tape Sealant HW512 Apply to the underside of the minor rib on the panel. Position so tape sealer will cross the Tri—Bead Tape Sealant when panel is installed. Tri—Bead Tape i Sealant HW504 DoubleLok / UltraDek Roof Panel - Low Sidewall Parapet Fixed Without Eave Plate Parapet Cap Not Shown Fastener #17A (Cap Not By Ceco) 1--,— 12-14 x 14" SD o W/Washer Fastener 1 I ( 5"-7"-5" O.C. /J-14 X 1" at 3'-0 s. f o /O.C. Saddle to Eave I Outside Closure /Strut HW456 at PBR /Hat Channel with Tape /Not By Ceco I Sealant HW507 j I on both sides I I PBR ar'1 Fastener #1E 5'-0 max. of Tape J-14 x 11" LL SD W/Washer I Sealant HW507 at (8) Per 24" panel each panel sidelap (7) Per 18" panel above Roof (6) Per 12" panel 6" Metal Studs Pancake Fastener #12A Inside Metal Closure HW426 /Not By Ceco I 12-14 X 1" at 3'-0 O.C. Tri—Bead Tape Sealant j I Flashing to Hat Channel HW504 on top. See / I GDL23005 #1 06 I Fastener #17A 12-14 x 1}" SD Fastener nerer#1 W/Washer J-14 x 1 5"-7"-5" O.C. (2 Per closure) I Hat Channel Inside Closure 2" Triple Bead Tape Not By Ceco HW455 at PBR Sealant HW502 with Tape Sealant HW507 on both sides i7 1 Q) inor Rib Tape Sealant HW512. V1 Apply to the underside of the Parapet Gutter minor rib on the panel. JM Fastener 1 Position so tape sealer will /J-14 X 1" at 3'-0 cross the Triple Bead Tape /O.C. Saddle to Eave Sealant when panel is installed. /Strut v� czt$1Z S� � Parapet Gutter Saddle vcOi C j (f5'-0 a/c) -��• O Steel Line Parapet Gutter over—flow J w outlets are not by Ceco PLEASE VERIFY DETAIL Q) The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. ORCE3A ENCE3A p h N c$ v� czt$1Z S� � U vcOi C j O W -��• O �S N O O J w .'p U 00 G_ U W U �c OJ Q Ln_J E wCj�a'O O O LC LJ_ o 0wQ = ❑ U C7 W Y O CJ N S W CL of to UG 0 0 U U � � w QA� C N �Z Z 0 0_ Ll L1 Q U y O > Q Z a}mm d w C � Z Q = o Q U O O U V III Li z t0 <z Oi 3 U) O —J F O U jtoOQ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer - Job Number: 14—B-71197-1 Sheet Number. R12 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. ORCE3A ENCE3A Page DoubleLok I UltraDek Roof Panel XGDL4' Endwall Parapet M. Mar'l 6" Metal Studs Not By Ceco Parapet Cap Trim / Not By Coco I ,Fastener #17A �\ HW4., at PBR tside Closure �12-14 x 1i" SO W/Washer with Tape Sealant 5"-7"-5" D.0 •�� I HW507 on both sides I Hat Channel I I 5'-0" of Tape Not By Ceco I Sealant (HW507) at each / / 1" 2 1" panel sc I PBR Back k P Panel Inside Closure HW455,/at PBR /with Tape Sealant F324et Rake Flash HW507 on both sides I // / l I Tri -Bead Tape Sealant I HW504 Fastener #17A I ,12-14 x 1}" SD W/Washer Parapet Rake Cleat r� C F292 Rake Angle Fastener #1E R 4/ / }-14 x 14" LL SD W/Washer Rake Support Angle 2'-0 O.C. Low/HW7710 High HW7720 DoubleLok/UltraDek HTDL/HW7664 Panel Fastener #12A 12 x 1" P.H. (2) required at each Fastener #5 Roof Member AI 1/4"-14 x 1 1/4" / / / / /I 24" O.C. Fos tener14A Fastener #4 1/8" x 3 8" }-14 x a" LL SD W/Washer Dependent on width of Flash use (1) or (2) screws at lap locating to clear Panel Rib and Rake Cleat F292 (2 provided for each lap.) I I Parapet Rake Flash oownhd 1 F324 F29a2pet Rake Cleat � I (2) 1/4" beads of Tube Sealant1/4" bead of Tube Sealant LAP DETAILS Zostener 01E }-14 x 1}" LL SD W/Washer PLEASE VERIFY DETAIL 20 DoubleLok / UltraDek GDL01010 Fastener Spacing at Trim to Outside Metal Closure Mar'14 R"01 01 P"6DL07002 1 k" 44" 4}" Po FMO1001 DoubleLok / UltraDek Expansion Ridge- Expansion Lap Cover PdDL07003 Outside Metal Closure Fastener #4 12" WId2 Panel v HW442 at 12" Panel }-14 x a" C With Tri -Bead Tape Sealant LL SD W/Washer HW504 Top and Bottom (3) per 1'-0 Panel Fastener #4 Standing Seam oaf Note:ion Outside Metal ClosureFastener #4 18" Wide Panel HW432 at 18" Panel }-14 x a" With Tri -Bead Tape Sealant LL SO W/Washer Dekstrip fastners must be located where HW504 Top and Bottom (4) per 1'-6 Panel an 1 �.. 7" 7" 7" 1� U ill Outside Metal Closure 24" Wide Panel Fastener #4 they don't penetrate the rake cleat HW430 at 24" Panel 1-14 x J" ersF676ap Co (2) Fastener #4 With Tri -Bead Tape Sealant LL SD W/Washer ❑ HW504 Top and Bottom (4) per 2'-0 Panel Trim Flashing (Expansion Ridge, High Side Eave, Parapet and others) Outside Metal Closure HW442 at 12" Panel HW432 at 18" Panel HW430 at 24" Panel With Tri -Bead Tape Sealant HW504 Top and Bottom Roof Member (Zee shown) DoubleLok / UltraDek Outside Closure Tri -Bead Tape Sealant HW504 (on top of closure) Tri -Bead Tape Sealant HW504 (under Outside Metal Closure) Male Leg Fastener #1E 1-14x1}" LL SD W/Washer (9) 24" panel (8) 18" panel (7) 12" panel Back -UP Plate HW7760 24" panel (shown) HW7769 18" panel HW7761 12" panel (must follow panel configuration) Outside Metal Closure HW430 24" panel (shown) HW432 18" panel HW442 12" panel Tri -Bead Tape Sealant HW504 (between panel and closure) Tube Sealant HW540 Between Outside Metal Closure Tabs Fastener #1E 1-14 x 1j" LL SD W/Washer Tube Sealant HW540 Fill any voids around panel seam on upslope side of outside closure. GDLO1011 DoubleLok / UltraDek Rei Sealant at End Lap 3y'14 I 00 Note: All Back -Up Plates on first panel Cut and remove run will require field modification to avoid fouling rake support. Place Tri -Bead Tape Sealant over the entire width of panel. It must be centered over pre -punched holes and following panel confiauration. GDLO1012 Rev 3v'14 1 00 Back -Up Plate HW7760 - 24" panel HW7769 - 18" panel HW7761 - 12" panel Slide Back -Up Plate onto end of panel. Make sure teeth on top of Back -Up Plate are on top of panel. usually check to see that holes align. Tape Sealant on male leg. on .""'V A N. mut back into th u� e corners will lessen the thickness of the tape sealant where it is needed most. Right Way Wrong Way DoubleLok / UltraDek Expansion Ridge P GDL07001 DoubleLok / UltraDek Expansion Ridge P"6DL07002 Expansion Ridge Flashing End Seal Po FMO1001 DoubleLok / UltraDek Expansion Ridge- Expansion Lap Cover PdDL07003 Mar 14102 v Ma '14805 C Mar'14R03 oMar'14R02 Fastener #4 Standing Seam oaf Note:ion 1-14 x J" LL SD W/Washer � � Dekstrip fastners must be located where an (4) per 24" & 18" panel U ill Fastener #4 4-14 x J" LL SD W/Washer they don't penetrate the rake cleat 0 0 t` ersF676ap Co (2) Fastener #4 (3) per 12" panel See CDLO1010 for spacing ❑ (4) per 24" & 18" panel 1-14 x J" LL SD W/Washer Expansion Ridge Expansion Ridge (3) per 12" panel 3 line with Flashing F675 Trim F675 _ _ See GDL01010 for spacing Step 1 U U L L T Tape Sealant ^ \ Outside Metal Closure O 1. Expansion Ridge Flashing 2. Roof Transition Trim HW506 one end only. cN 24"= HW430 Qct w Ld ❑ ❑ Q v r0 < Q 18"= HW432 3. Tri -Bead Tape Sealant HW504 of dram v c 1iZa= __ _ 12"= HW442 Q L 0 ---- _ with Tri -Bead Tape Step 2 y Ui ,O J 30 Peak Purlin V >c�oOQ O Sealant HW504 Top O 4. Deck Strip - 9" x 38" min. Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14—B-71197-1 - - __ _-- and Bottom 5. Fastener #12A Pancake Head -_ - - ----� - O Back -Up Plate 5 w/Sealant HW504 Expansion Ridge Outside Metal Closure I 1 n1 I 24"= HW7760 6. Fastener 4 1/4"-14 x 7/8" LL # / / Trim F675 (38) Fastener #226 HW430 24" Panel _ -_ 7U1 f- 18"= HW7761 12"= HW7761 • SD W/Washer at 2" O.0 I Rivets >os HW432 18" Panel • • 7. Strapping 24go x 2" Wide at Edge Of / withxFastenese�228d with 10 x }" Grommet Washer HW442 12" Panel Flexible Membrane w/Tube Sealant I / —J • 4 " 7 HW504 (Length As Req'd) / Fastener 1E # 8 • H v 6 8. Fastener #1E 12-14 x 1 1/4" LL r�� A / Tape Sealant HW506 A" x 1" with Tube \ L -14D 1 Washer / / Fk SD W Washer w Inside Closures and I yogi �� t1 Sealant HW54_ on (9) 24" Panel \ aOnSian Tape Seal HW504 `�/Oeµ„ti1�e==<` �// in line with Fastener (8) 18” Panel (8) Fla 1/0,/ V- �$ o Back -Up Plate (7) 12" Panel Shie HW7760 24" Panel 7 HW7769 18" Panel HW7761 12" Pane Iansion Ridge I Trim F675 max. a o Sym•7" Expansion Ridge Fastener #4 1 } }-14 x �" Expansion Ridge LL (1 W/Washer FlashingF675 (16) Required r Panel Clipwith ClipScrews }"- 14 x _ (2) Per Clip / I 2" I Step 3 �e\ 9. Install Wall Panel Wall Panel (Field Cut Req'd) Fastener 226 / # � \ ,r. Fastener #228 ��� Trim F675 Tape Sealant HW506 P of Dekstrip perimeter � F675 �,. � 2 Runs }" Bead Tub Sealant - o I o _ - - — - _ as ; ' } ' Dekstrip HW5227 \coo �''�. Tube Sealant HW54_ \ on top of Tape Sealant at fastener line. F675 / — _ 4 LD } N \ Fxpo�s/a� Tube SealantHW54_ at fastener line Tape Sealant HW506 x 1" with Tube A I JI Expansion Ridge Tape Sealant HW506 nelfnaetwthSFastenerop \ Fp Id 9hin9P Trim F675 x 1" perimeter Section A -A — \\�%J%��► - - of Dekstrip Note: 7L.p Note O O Place the edge of the Dekstrip over the F675 making Expansion Joint required See sealants GDLO1011 and GDLO1012 for outside closure and installation information. sure that the end of the Dekstrip is past the downhi'I edge of the Metal Outside Closure. Use Duck -Bill pliers at 100'-0" intervals. Locate Expansion Joint Section A to crimp the flange of the Expansion Lap Cover over between panel ribs only. the Expansion Ridge Trim. Erector Note Please Provide 1/2 Gap From Bottom Of Panel To Top Of EPDM 93 0 O c 0 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A o v C � � JW j j U< 33U ; Artisan Soffit Detail at Fascia 01 UL90 CLIP CL [HW -6400] 12-14 x 1 PANCAKE HEAD SELF -DRILLER [FASTENER #12A] (2) PER CLIP I Canopy Frarr Not By Ceco 1 �1 Artisan Panel Fastener #24 2" 8 x 5/8" Fastener #14 Nibbed Driller Fascia Sill 1/8 x 3/16" Trim F92 Pop Rivet 12" O.C. FC11002 P Faye XFC11028 Artisan Soffit XGD14002 R° Fascia Artisan Soffit Start or Finishing Details Nt. Date He >r 14 01 9 A r"1411 at Sheeted Wall Jul '14 04 Canopy Framing Not By Ceco UL90 CLIP [HW -6400] 12-14 x 1 PANCAKE HEAD SELF -DRILLER [FASTENER #12A] J_ (2) PER CLIP �Fastener #24 8 x 5/8" Nibbed Driller — — — Artisan Panel Soffit Trim Insert Fastener #24 and Spacer 8 x 5/8" F18 VFastener #14 Nibbed Driller 772 - ca 1/8 x 3/16" Trim F92 Pop Rivet 12" O.C. Roll Form Downspout Layout DP00001 Downspout Strap Attachment To Wall 0 DP00011 o°° g Au '14 R,". 01 �FeDPO 1 ZEE CLOSURE [T-5014] (2) PER CUP OUTSIDE CORNER TRIM Wll Stitch Screw LOKSFAM PANEL r F797 Gutfer r F81, F903, F1829 (profile •� 3 4 Field Locate °Opening ,*(�2)' Wall Panel In Gutter '""I(Varies) [FASTENER [F (4) Fastener #14 Downspout Seal Downspout to 1/8" x 3/16" A" x 4" Gutter connection with (1) each side F797 Wall Panel Attachment Tube Sealant HW54- (2) each side F81 F903, F1829 ZEE CLOSURE [T-5014] Upper Downspout -- Not provided by Metal F320 (10'-6") Building Manufacturer F313 (14'-6") Downspout Strap F797 (TYP) c� 5 See DP00011 For Downspout a Strap Fasteners a Lower Downspout F3 (10'-6') F31313 (14'-6") Downspout Strap (F797, F81 F1829, F903) Masonry (6) Fastener #14 1/8" x 3/16" (TYP. At Splice) Fastener #14 d" x T" N (1) each side F797 Masonry Wall Attachment " (2) each side F81 Downspout Kickout -� �� F903, F1829 F321 Fastener #55 Main From 12-24 x 1j" DIPS Column Downspout Strap Note: (F797, F81 1. Refer to the building erection drawings for the spacing of the downspouts. F1829, '903) 2. Locate all downspouts over a panel major rib if possible. 3. A field splice is required for eave heights greater than 16'-0". Always measure the required Fastener #14 length starting at the swaged end. After cutting to length, insert the swaged end of the cut a" x a" downspout into the top of the lower downspout. (1) each side F797 4. Downspout straps F797 are Located at the bottom of a downspout, below a splice, and at mid (2) each side '81 point of downspout longer than 10'-6". See DP00011 for downspout strap fasteners. F903, F1829 Column Attachment Soffit Panel J Soffit Trim F500 Stucco Wall Fastener #14 Not By Ceco il" 0 x A" Pop Rivet SS V-0" O.C. Fastener Not By Ceco V-0" O.C. ENDWALL SOFFIT AT STUCCO WALL I Soffit Panel Soffit Trim F500 Foam Closure HW'465 - AVP Fastener #14 rO x A" Pop Rivet SS 1'-0" O.C. Fastener #4A J-14 x J" SD W/Washer 1'-0" O.C. SIDEWALL SOFFIT AT AVP PANEL Q) 0 c 0 S a � Z _ N N c�i c o j O O V J W Q c W 00 X U Lu O O Q a)F- l l O O O U g E w�m0 L° Q WQ= ❑ Z C) C):2 ^ v (7 w Y UYLLJN Q_ it c0 U D' O o _ J 2 w �U oU o� P E� Q� c N Q Q, a M W U v z�Lnw z a - Q c 0 z o U U) O =O O (n III O W UZ� Oi rD Q Z 3 yV?OJH O —r7�H V >Ca0Q IQ Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by MAW 3/17/15 Project Engineer: Job Number: 14-B-71197-1 Sheet Number: R14 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. �RCE3A ENCE3A 1/8 z 7/8 POP RIVET [FASTENER 114A] 1, UL90 CUP [HW -6400] TRI -BEAD TAPE SEATS [HW -504] 6' 0.0. TRI -BEAD TAPE SEALER [HW -504] 12-14 z 1 PANCAKE HEAD SELF -DRILLER [FASTENER 112A] ZEE CLOSURE [T-5014] (2) PER CUP OUTSIDE CORNER TRIM LOKSFAM PANEL C (T-5241) •� 4 1/8 % 3/8 POP R14A [FASTENER [F 0 6i D.C. Q TRI -BEAD TAPE SEALER [HW -504] ZEE CLOSURE [T-5014] Q) 0 c 0 S a � Z _ N N c�i c o j O O V J W Q c W 00 X U Lu O O Q a)F- l l O O O U g E w�m0 L° Q WQ= ❑ Z C) C):2 ^ v (7 w Y UYLLJN Q_ it c0 U D' O o _ J 2 w �U oU o� P E� Q� c N Q Q, a M W U v z�Lnw z a - Q c 0 z o U U) O =O O (n III O W UZ� Oi rD Q Z 3 yV?OJH O —r7�H V >Ca0Q IQ Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by MAW 3/17/15 Project Engineer: Job Number: 14-B-71197-1 Sheet Number: R14 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. �RCE3A ENCE3A r 24" -EE F18 Soffit Trim 3T F500 Soffit Trim LO -- F F2955 Flat Eave Trim i%7lop� F92 Fascia Sill Trim F675 Expansion Ridge Trim M� 8j" F2994 Channel Closure Trim SP -2, SP -3 Parapet Gutter End Cap 9 4j„ 4„ F676 Expansion Ridge Lap Cover APs Color CD� Side Varies F3536 Angle Trim F292 Parapet Rake Cleat F679 Ridge End Cap I O F320 Downspout F797 Downspout Strap F321 Downspout Elbow 81„ F981 Channel Closure Trim 21" T5121 Continuous Cleat 7" Max. F324 Parapet Rake Trim J —H I 6 f I F2001 Gutter 1„ F408 Base Trim 0 F2002 Gutter End Cap 1" N T5225 Counterflash -IcO M F481 Framed Opening Head Trim 4A" 1L F482 Framed Opening Jamb Trim 4 F2004 Gutter Expansion Cap DRCE3A ENCE3A FRAME DESCRIPTION: USER NAMEEMLacsa DATE: 1/05/15 PAGE:EW-i Endwall EWB JOB NAME:71197A FILE: REW3BLDG1 ATH: R:\Jobs\active\Eng\14-B-71197\ver01-EMLacsa\Bldg-A\ UPPORT REACTIONS FOR EACH LOAD GROUP OTE: All reactions are In kips and kip -ft. 71ME: 19: 33:49 REACTION NOTATIONS 1^1 IVL IV1 1-D -1n, P2^110 C APm TACHC I V2 1-C \ti 1 V3 VR 1-B COLUMN LEFT COLUMN W- RIGHT COLUMN E+ EARTHQUAKE FORCE ACTING INWARD 1-D EARTHQUAKE FORCE ACTING OUTWARD D 1-C L LIVE LOAD 1-B UNKNOWN LOAD GROUP LOAD GROUP HL VL LL HR VR LR H1 Vi L1 13.1 V2 L2 H3 V3 L3 W+ 0. 0. 0. 0. 0. 0. 0. 0. 2.5 -1.4 0. 3.8 0. 0. 1.8 W- 0. 0. 0. 0. 0. 0. 0. 0. -2.7 -3.7 0. -4.1 0. 0. -2.7 E+ 0. 0. 0. 0. 0. 0. 0. 0. 1.4 -16.8 0. 2.2 0. 0. 1.4 E- 0. 0. U. 0. 0. 0. 0. 0. -1.4 fo. 0. -2.2 0. 0. -1.4 D 0. 0. 0. 0. 0. 0. 0. 0.3 0.4 0.7 0.4 0.6 0. 0.3 0.4 L 0. 0. 0. 0. 0. 0. 0. 0. 0.3 0. 0.4 0. 0. 0.3 WL+ 0. 0. 0. 0. 0. 0. 0. 0. -0.7 0. -1.1 0. 0. 0. WL- 0. 0. 0. 0. 0. 0. 0. 0. 0.1 0. 0.2 0. 0. 0. LOAD GROUP W+ DESMPTION WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION E+ EARTHQUAKE FORCE ACTING INWARD E- EARTHQUAKE FORCE ACTING OUTWARD D DEAD LOAD L LIVE LOAD WL+ UNKNOWN LOAD GROUP WL- UNKNOWN LOAD GROUP FRAME 10 #3 USER NAME:EMLocso DATE: 3/ 5/15 PAGE: 3-2 cs 80./16./28. 20./85./0. JOB NAME:71197A FILE: frames 7-5-7flr.fro UPPORT REACTIONS FOR EACH LOAD GROUP OCA11ON: Gridlines: 3 5 7 OTE: All reactions are In kips and kip -ft. TIME: 15:06:38 REACTION NOTATIONS 1-1 HL i VL *-E o 15-1 lLI TADI C COLUMN DESMPTION Roof Dead Load *-E Roof Live Load COLL *-A EQ LOAD GROUP HL VL LNL HR VR LNR DL 4.0 4.5 0.0 -4.0 4.5 0.0 LL 13.1 13.4 0.0 -13.1 13.4 0.0 COLL 3.3 3.4 0.0 -3.3 3.4 0.0 EQ -1.4 -0.5 0.0 -1.4 0.5 0.0 WLi -17.8 -19.3 0 0do. 13.4 -15.8 0.0 WL2 -3.7 -1.5-0.7 0.0 -0.2 2.1 0.0 LWL1 -16.8 -21.716.8 0.0 8.3 -20.2 0.0 LWL2 -16.8 -20.216.8 0.0 8.3 -21.7 0.0 LWL3 -11.6 -15.611.6 0.0 5.8 -15.0 0.0 LWL4 -11.6 -15.011.6 0.0 5.8 -15.6 0.0 WL3 -13.4 -15.817.8 0.0 12.8 -9.0.0 0.0 WL4 0.7 2.1 0.0 1 3.7 -1.5 0.0 LOAD GROUP DL DESMPTION Roof Dead Load LL Roof Live Load COLL Roof Collateral Load EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load LWL2 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load !-- HR i VR *-A FRAMEID #2 USER NAME: EMLocso DATE: 3/ 5/15 PAGE: 2-2 cs 80./16./15.458 20./85./0 JOB NAME:71197A FILE: frame-1-9flr.fro UPPORT REACTIONS FOR EACH LOAD GROUP OCATION: Gridlines: 1 9 OTE: All reactions are in kips and kip -ft. TIME:14:59:14 REACTION NOTATIONS HL Il VL a -E I nAn r�Dr9I0 DCAr"TI(Nd TALI C a 1 a COLUMN DESCRIPTION Roof Dead Load *-E Roof Live Load COLL *-A EQ LOAD GROUP HL VL LNL HR VR LNR DL 2.5 3.0 0.0 -2.5 3.0 0.0 LL 6.9 7.4 0.0 -6.9 7.4 0.0 COLL 1.7 1.9 0.0 -1.7 1.9 0.0 EQ -1.6 -0.6 0.0 -1.6 0.6 0.0 WL1 -12.8 -13.4 0.0 6.7 -9.2 0.0 WL2 -5.9 -4.2 0.0 -0.2 -0.0 0.0 LWLI -8.3 1 -11.2 0.0 8.3 -10.4 0.0 LWL2 -8.3 -10.4 0.0 8.3 -11.2 0.0 LWL3 -5.8 -8.1 0.0 5.8 -7.7 0.0 LWL4 -5.8 -7.7 0.0 5.8 -8.1 0.0 WL3 -6.7 -9.2 0.0 12.8 -13.4 0.0 WL4 0.2 -0.0 0.0 1 5.9 -4.2 0.0 LOAD GROUP DL DESCRIPTION Roof Dead Load LL Roof Live Load COLL Roof Collateral Load EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load LWL2 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load FRAME 10 #4 USER NAME: EMLacsa DATE: 3/ 5/15 PAGE 4-2 ce 80./16./28. 20./85./0. JOB NAME: 71197A FILE: frames-4-6flr.fra UPPORT REACTIONS FOR EACH LOAD GROUP OCATION: Gridlines: 4 6 OTE: All reactions are In kips and kip -ft. TIME: 15:11: 48 REACTION NOTATIONS HIL --� �- - HR VL VR a -E *-A A D -.1- TADI C i_ A A COLUMN DESCRIPTION Roof Dead Load *-E Roof Live Load COLL *-A EQ LOAD GROUP HL VL LNL HR VR LNR DL 3.6 4.5 0.0 -3.6 4.5 0.0 LL 12.8 13.4 0.0 -12.8 13.4 0.0 COLL 3.3 3.4 0.0 -3.3 3.4 0.0 EQ -1.4 -0.5 0.0 -1.4 0.5 0.0 WL1 -17.0 -19.3 0.0 12.6 -15.8 0.0 WL2 -2.9 -1.5 0.0 -1.4 2.1 0.0 LWL1 -16.8 -21.7 0.0L17. 17.1 -20.2 0.0 LWL2 -16.8 -20.2 0.0 17.1 -21.7 0.0 LWL3 -11.6 -15.6 0.0-15.0 11.9 -15.3 0.0 LWL4 -11.6 -15.0 0.0-15.6 11.8 -15.9 0.0 WL3 -12.6 -15.8 0.0 19.2 -19.3 0.0 WL4 1.4 2.1 0.0-1.5 5.0 -2.0 0.0 LOAD n GR p DL DESCRIPTION Roof Dead Load LL Roof Live Load COLL Roof Collateral Load EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load LWL2 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load FRAME ID #1USER NAME:EMLacsa DATE: 3/ 5/15 PAGE: 1-2 cs 80./16./28.542 20./85./0 JOB NAME:71197A FILE: frame-2-8flr.fro UPPORT REACTIONS FOR EACH LOAD GROUP LOCATION: Gridlines: 2 & 8 OTE: All reactions are in kips and kip -ft. TIME: 15: 05:14 REACTION NOTATIONS HL 1 VL •-E I nen MAI ID OCAPTIMJ Teal 17 a - COLUMN DESCRIPTION_ Roof Dead Load *-E Roof Live Load COLL *-A EQ LOAD GROUP HL VL LNL HR VR LNR DL 4.1 4.6 0.0 -4.1 4.6 0.0 LL 13.3 13.7 0.0 -13.3 13.7 0.0 COLL 3.3 3.4 0.0 -3.3 3.4 0.0 EQ -2.1 -0.7 0.0 -2.1 0.7 0.0 WL1 1 -19.2 -20.2 0.0 12.3 -15.5 0.0 WL2 -5.0 -2.0 0.0 -2.0 2.7 0.0 1 -17.1 -22.1 0.0 17.1 -20.6 0.0 LWL2 -17.1 -20.6 0.0 17.1 -22.1 0.0 LWL3-11.8 -15.9 0.0 11.9 -15.3 0.0 LWL4 -11.9 -15.3 0.0 11.8 -15.9 0.0 WL3 -12.3 -15.5 0.0 19.2 -20.2 1 0.0 WL4 2.0 2.7 0.0 5.0 -2.0 0.0 LOAD GROUP DL DESCRIPTION_ Roof Dead Load U. Roof Live Load COLL Roof Collateral Load EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWLI Longitudinal Primary Wind Load LWL2 Langitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load NOTES 1) THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAILING. 2) THE REACTIONS PROVIDED HAVE BEEN CREATED WITH THE FOLLOWING LAYOUT (UNLESS NOTED OTHERWISE). a) A REACTION TABLE IS PROVIDED WITH THE REACTIONS FOR EACH LOAD GROUP. b) RIGID FRAMES (1)GABLED BUILDINGS (a) LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE LEFT SIDE OF THE BUILDING, AS SHOWN ON THE ANCHOR ROD DRAWING, FROM THE OUTSIDE OF THE BUILDING. (b) INTERIOR COLUMNS ARE SPACED FROM LEFT SIDE TO RIGHT SIDE. (2)SINGLE SLOPE BUILDINGS (a) LEFT COLUMN IS THE LOW SIDE COLUMN. (b) RIGHT COLUMN IS THE HIGH SIDE COLUMN. (c) INTERIOR COLUMNS ARE SPACED FROM LOW SIDE TO HIGH SIDE. c) ENDWALLS (1)LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE WALL FROM THE OUTSIDE. (2)INTERIOR COLUMNS ARE SPACED FROM LEFT TO RIGHT. d) ANCHOR ROD SIZE IS DETERMINED BY SHEAR AND TENSION AT THE BOTTOM OF THE BASE PLATE. THE LENGTH OF THE ANCHOR ROD AND METHOD OF LOAD TRANSFER TO THE FOUNDATION ARE TO BE DETERMINED BY THE FOUNDATION ENGINEER. e) ANCHOR RODS ARE ASTM F1554 Gr. 36 MATERIAL UNLESS NOTED OTHERWISE ON THE ANCHOR ROD LAYOUT DRAWING. f) X -BRACING (1)ROD BRACING REACTIONS HAVE BEEN INCLUDED IN VALUES SHOWN IN THE REACTION TABLES. (2)FOR IBC AND UBC BASED BUILDING CODES, WHEN X -BRACING IS PRESENT IN THE SIDEWALL, INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RBUPEQ AND RBDWEQ) DO NOT INCLUDE THE AMPLIFICATION FACTOR, 0,. (3)FOR CANADA BUILDING CODE (NBC), WHEN X -BRACING IS PRESENT IN THE SIDEWALL OR ENDWALL, INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RBUPEQ & RBDWEQ) ARE MULTIPLIED BY FORCE REDUCTION FACTOR, Rd, WHEN SPECIFIED SHORT -PERIOD SPECTRAL ACCELERATION RATIO IEFaSa(0.2) IS GREATER THAN 0.45. 3) REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD GROUP APPLIED TO THE COLUMN. THE FOUNDATION ENGINEER WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. a)FOR PROJECTS USING ULTIMATE DESIGN WIND SPEEDS SUCH AS 2012 IBC OR 2010 FLORIDA BUILDING CODE, THE WIND LOAD REACTIONS ARE AT A STRENGTH VALUE WITH A LOAD FACTOR OF 1.0. THE MANUFACTURER DOES NOT PROVIDE "MAXIMUM" LOAD COMBINATION REACTIONS. HOWEVER, THE INDIVIDUAL LOAD REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS/HER DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL. FOUNDATION DESIGN. IVIR *-A HR N O O c O U o E o � O E� o TQC) a C \ c a wLJ o o vi no O O 6 U U N Jarmo F: CDwLLl Q= Z OHUM V U w Y Jim O Y O U a UNSw ` r OftoUx U U nHn w h �V 4 0 a �w ^O` U z�H°n'w W d m m y w e pN E�000 u °w Z.. .c c04 Z 3 vt � 0 _J ° U >cc000< O Scale: NOT TO SCALE Drawn by. TDS 3/6/15 Checked by RAW 3/9/15 Project Engineer: EML Job Number: 14-B-71197-1 Sheet Number: F3 of 4 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A Mar 1P/2015 +: 0 z READ THIS MANUAL COMPLETELY PRIOR TO BEGINNING THE INSTALLATION OF THE Ultra-DekO ROOFING SYSTEM. IF THERE IS A CONFLICT BETWEEN PROJECT ERECTION DRAWINGS PROVIDED OR APPROVED BY THE MANUFACTURER AND DETAILS IN THIS MANUAL, PROJECT ERECTION DRAWINGS WILL TAKE PRECEDENCE. Ice Dam Disclaimer NCI designs it's standing seam roars to meet the load requirements dictated by governing codes and piciect specifica- tions, including applicable snow loads. However, NCI expressly cliscrums respons1bilty for weatherlightness or roof point loading issues or other hazards resulting zng from ice dam situations. Any time ice and snow can melt on the main body of the roof arid refreeze, at the save or in the shadow of an adjacent wall, an ice darn situation may develop. In addition to local ellni ice darn formation is affected by many other factors, including but riot limited to, roof insulation R value, roof panel color, interior temperature of building. heater location in building, eave overhangs, parapet wells, Shading of building roof areas from adjacent trees parapets, buildings, Etc, These factors are design and maintenance issues and are outside the control of NCI. NCI specifically disclaims any liability for damage due to ice dam formation, although the following issues should be taken into considoraton concerning standing seam roofs Installed in freezing 0.imates: • Always use field seamed panels. These, machine -folded Seams are more durable when subjected to orcas2bnal long. • Eliminate 'cold" save overhangs and parapet walls from the building design Roof overhangs Outside the heated envelope of the building will tend to be colder than the roof areas over the heated envelope. Simple roof designs are preferred. Parapet wails at the save allow ice and snow to collect due, to shading effects and the lower roof temperatures caused thereby. Make sure the interior of the building is adequately insu'ated and the heating is properly distributed- Inadequate insulation in the roof andlor improper heat distribution causes beat flow though the main body of the root. On days when the temperature is below freezing. this heat gain can cause ice and snow to melt and refireeze at the eave where the roof is colder, • Lay out the building to prevent the eaves and other roof areas from ti,,jfig shaded during the winter, This may mean eliminating adjacent trees or reconsidering roof pometrfes. Consider using self-regulating heating cables at this eaves to mitigate the effects of Ice, dams. • On building designs using attics, over -insulate the attic floor and provide adequate ventilation in the attic, This will reduce heat transfer Through the roof resulting in more consistent roof temperatures between leave and field of roof. • Increase the degree of diligence with respect to underlavirrient materials at roof areas prone to Icing. This may include valleys, eaves, donners, and roof areas ri dormers, parapets and the like where shading may occur. For more information on this subject, please refer to the MCA's Metal Roof Design For Cold Climates rral ROOFING SYSTEM Features And Benefits . . ...... . .... . .... .... . .... ... . .. . ........ .. . ....... .. . ............. InsulationlThermal Spacer Selection Chart ENGINEERING Low System Read This First No Insulation UL 90 Construction NUT'l and Fictory Mutual Windstorm Raiinqs............ ...... ....... ..­ .......... High System Not Recommended ICBOApproval ............ . ... ...... ......................... ..... ..... ... .... ........ .. ........................................ .... UD -4 24" Secron Properties -'Load Tables ............ ......... .......... ............... .... ...................... .................. ........... ..... 18' Section Pfopefxts/Loa,�, Tables__ ................ .......... tjD-T - 8 12 SE.1ion Propertie,,iLoad Tables.__... . ....... ............. .... .... ...... . ...... . .... ........... ........ . ...... .. . .. ... UD -9-10 SPECIFICATIONS Class 90 Spe0icatiors For Meial Roofing .. ...... .... ............... ..... . ......... ... .... UD -11-16 GENERAL INFORMATION Open Framing Class 4 General Desorption_. .......... UD -17 Product Check: s. __ - .... . ... ... .. . .. ..... . .. . .............................. ........... . UD -18 25 Preparatory Requirements ....... .... .... ... . .. ...... ...... .... I JD -26 Un.,oad"19 ...UD -27 Handling& Storage........._......_....,......._ . ... .......................... .......... ............ . ............. - ............. . ...... . .. . . .... UD 28 ERECTION SEQUENCE Plywood Class 4 Step 1 - Rake Support_. .......... Class 90 Step 2- '.ow Svstern Eave ........... ... ilii ....... UD -30 Step 2A 'Low System Eave? Vala: Inside Clos'lre'. ........... . .... ..... ................... ..... ................... UD 31 Step2B- lingh System Eave ..... ......... ... . ..... ........ .... . ......... .............. .......... Class 90 Step 2C - High System Ea 'e. hiletal Insice Closure .............. iiia.... ............ ... iiia.. ........ . ..... �D-33 Step 3- Thermal Spacer (for high systems only;.......... ........ Open Framing Class 4 Step 4- First Panel_,_,.._...,_.____... .............. .............. UD -35-36 Step 5- Bark -Up Plate.. _.JD -37 Step6- Clip Imtollaton . .... ...... ... ............... ................. .............. ... . .. .. .. ............... ... .................. ............ LID -38 Stop 7- Endlap Panel Class 90 Step 8...._ Standard Eridlap_ .. ...... ... . ............ .......... iiia iiia............ UD40 Step9 - Ridge; Panel ..... ............ ............. ................................. ....... ............ .............. ................ UD -41 Step in- SiA)Cequent Runs Eave. UD -42 St,p 11 - - Subsequent Runs Erclap.... .......................... ................... ..... . ...... ... ... ................. J0 Sirip 12- Subsequent Runs Ridge ............ .... ...... ...... . ...... ... ..... ... ...... . . . UD -41 Step 13- i - aSf panel Run ...... 1. . 11 1 . UD -145 S,,,,p 13A Last Panel Run (Optional) .................... . ...... ............. . .. ... . . ...... ........... UD -46 S K, p 14- outside Clusura ............. .... ­.. ­ . ............. . ...... UD-`,, SPECIAL ERECTION TECHNIQUES Class 90 Recommended Ere ion r"Fautices ............. .... ... iiia.......... . - ........ ...... . ................. UD -48-50 LiqhTral-Cmiftirg Pa .I Trim Installation (Optional) . ................. ........ ........................... UD 51 F,Illd Locale.d L f P Inslallati.r. . .... . .. . ...... ..... . ....................... ... ........ .... . UD -52 - 56 Reir, Vorl ..... .... ....... ................. vented Rloge .... ...... .... ..... .... . ...... . .. . ...... . .. LID -60 fill,,. Slope Fired Condition. - Roof Curb I "Stalla. On. ....... ..... ... ........... ............. ... ................ UD 62 - 68 pipe Penetration InstAlkno it .... .... ............. ...... . ........ .... .... ........ .... . UD -69-70 Repair Cap on Darrilged Uftr:,-Delo' Sears, . ___ ........ ..... - . ........... . .... ... . ............. ........ ........ UD -71 S-5!" Ultra -Deo- (� Wind Clamps ........ ........ ............. . .... ...... .....iiia ............. ..... ........ UD -72 DESIGN FEATURES AND BENEFITS 1. DESIGN INTEGRITY The U ltra-Dekf, roof system begins and ends in the high, reducing the risk of leakage at the rake that can occur when finishing in the 'OWL The panel seam is sealed with a factory -applied snot -melt mastic, a superior grade to plastics applied in the field 2, FLOATING ROOF The Ultra -Dell roof was designed to cope with the forces of expansion and contraction. This is accomplished by allowing the panels to freely move LIP and down the roofslope- Due to this design feature, the system offers no dia- phragm umabililles or Pullin stability. 3, SLnING CLIPS 2" Sliding Clips at,,) available providing 1114" moverment in each direction. Sliding clips are also available in high and low versions, which provides a !8" clearance or a 1 31, clearance, allowing for a variety of thermal spacer and insula- tion thickness combinations. 4, UL CLASS 90 RATING The Ultra-Dek,"J roof system has 10 different UL Class go construction numbers. each of which is available with sev- eral options. 15 a FIRE FIESiSTANCE RATINGS The roof system Qi for use it, several LA design assemblies and carries a UL "Class IV' fire rating. 6. SIMPLiCITY No field seaming is required. The panels simply snap together forming a self-locking seal. 7, FLEXISR-ITY The Ultra-Dekl-" roof system Offers welcome flexibility to the erector. Wall covering can be erected before or after the roof is installed, Panel installation is all uninterrupted Procedure, 8, EASE OF INSTAI-LATION The erector has the option to install each side of the roof separately or both sides simultaneously, which greatly increas- es the speed and convenience Of erection. Being reversible end -for -end, sheets do not have to be, Special ordered for each side of the building, No field notching of panels at endlaps or ridge is required. 9 FORGIVNG SYSTEW The Ultra -Dek"Llsystern design allows for the roof to be, finished in the, "high" when an out -of -square condition or other factor-, cause the roof to terminate up to 4" out of module. 1f3. BUll-DING, LENGTH Odd, as well as even, footage buildings can be terminated at a major rib with the use of our 12" and 18' panel or at other odd widths by field bending the panel. Panel width availability is limited to specific fabrication facilities. 11, PREPUNCHED PANELS AND CONIPON'ENTS The prepunched system, combined with self -engaging back-up plates, assures panel module and speeds roof instatia- tion. 12, DURABiLITY Every unpainted panel is manufactured front Galvalume Plus", your assurance of the manufacturer's commitment to quality. 13, COLOR AND FINISHES U Itra-Delo is available in a wide variety of popular colors in three different paint systems. Ultra-Dek" is a registered trademark of Metai Build ng Components, L.P. Galvalume Plus' is a registered trademark of BTEC 'International, Inc. Vise -Grips is a registered trademark of American Tool Companies, Inc. u012 SeL ­.b6F­ F' OR CJ�IkIINI S,,FjCr, 1 11) _'uANor NflQiui NOT I" IMPORTANT READ THIS FIRST CAUTiON d0: -Id', Xe "W Ill. ;Az<il,!'P -a, rint brm,: t r! coji4inq J�Fkps, "ejr-b, siwZ J t,o -lli.'lot...rod w to appk­,itt. but i;, codo,. 0 CAUTION ak" lsa . aP .,.,,T Z , Zu, , , q -Do, I, ") sv;,"`�' �,o rn "'rical , "', ""I , 'els U Itra U, mI"," uulf -1i I, .! "Al I-- rj;�� In order to desigr, quote or order an Ultra-Dek<, roof System, You must rtermum, which System you real case- - Lula-lig -ili a-,- I -j - tion rkmursrri Low Fixed System - Double slope. buildings 206 wide or less and single slope buildings I OC wide or less, with Or Without a 3W thermal SPa00r. See insulation/Thermal Spacer Selection Chart below. High Fixed System - Double slola buildings 200' wide or less and single'slope buildings 100 wide or less, with iii', W, Or I' thermal spacers. See InsulationrThermal Spacer Selection Chart below. Fixed systems of iie fixed dips that do not allow the roof panels to float an the substructure. For this reason, use fixed systems only on pre-engi- heated metal buildings with Purlins, Sut ect to the bulding width restrobons outlined above. Do not use fixed systems on buildings with bar joist construction, wood decks or metal decks. Low Floating System - Double Slope buildings over 200' wide or single slope, buildings over 100' wide, with orvithuut 31.' thermal Spacer. See. lasulationfThermal Spacer Selection Chart below, High Floating System - Doable slope buildings over 2rfl'wide or Single slope b ridirgs over 100' wide, with r,*, 1�a' or I' thermal spacer. See Insulation(Thermal Spacer Selection Chart below. Thermal calculations should he performed for each project to ensure that the thermal movement of the roof is not greater than the float- ing clip's capacity. Various densities of blanket insulation may affect the installation and or the appearance Of a metal roof system, The installer is responsible for selecting the proper clip and thermal spacer for their conditions. InsulationlThermal Spacer Selection Chart Insulation Thickness Low System High System No Insulation Tom Details High System Not Recommended 3" Insulation Thermal Spacer Not Recommended I- Thermal Spacer �Recornp)�ended 4" Insulation Thermal Spacer Not Recommended ''V Thermal Spacer Recommended 6" Insulation Low System Not Recommended Eave To End.lain. Class 90 205 UD -73 5-0" Open Framing Class 4 Class A Class 90 205A 24 24 min. R Ridge Floatirg PeakBox ...... .... ... ... ... ........ .. . ...... ...... . .. Class A ....... UD. 74 ....... 286 24 26 min. A 6-011 Plywood Class 4 ,�)Copyright Net Group, Inc 2014 All Rights Reserved 01-14i30rA Class 90 Rake ...... ........................... Rake To Pinks .. ........ . .... Rai<c Parapet High Eave Parapet... ....iiia . Eave Hill Proper Handling, Storage and Maintenance . .... ............. ... .... .... ...... . .... ................ GENERAL INFORMATION _ ........... _ _ ......... . ....... .... ..... UD -76 LID 77 UD -78 ................ i UD -80 ....UID -81 UD -83 84 Composite Class 4 Descriptions and specifications contained herein were in effect at the time this publication was approved for printing. In a con- illnuing effort to refine and improve products, the manufacturer reserves the right to discontinue products at any time or change "'Decificition, and/or designs Without incurring obligation. To insure you have the latest information available, please inquire. Application details in this manual may not be appropriate for all environmental conditions, building designs, or panel profiles Projects should be engineered to conform to applicable building codes, regulations and accepted industry practices, Insulation is not shown in these details for clarity. Class 90 534 24 24 min. B 5'-0X14;' Open Framing Class 4 EFFECTIVE APRIL 1, 2DI4 SEF www.mhci.com FORC_RREIJ7 INFORMATICN TOCHANGE '-N!Tla An NOfor_ 1,10-1 24 24 m1.n. A 5'-01,4' Open Framing Class 4 Class A Class 90 536 24 24 min, 6 5.0" Composite Class 4 Class A Class 90 (J -PI) T' GA&II-1, fC­ At GA 3' 7.512-6224 Atwater, CA 00- Tx 600.6511224 1. 10.4-11 122,f IX Me ph TN 6602C5 -C2224 oo.mrsm 0-h., N11 11-- A� IM11 4 R,&..rd, VA 11) 12iLo2,­ R.I.., NY eiii 1� s. laky,!, d, m, - San A--, TX 800 5t, -54+. H--. TX 8T7,7i3 A224 ledi­­Ift, IN 60C-1$5 6224 e �­t. AZ 633 335.24 -1, A - 01.2�1 A= GA 871 612-6224 M_,i TN 80�-C%5 22,1 R- NY 30-65!� 622 t A CA C iyx-sr,I-^­ 0.11- T%8 60 613 62-14 O-IOr NE 60C `22' S- Arwri,. TX 5"0 -..?53-,.22M1 11(yal Roof "al/ Si A, is Cla"s 90 0 Aleta( Roof and WaYSYsteors -1, 1)( 77 713 224 GA 1�,' - lil. Ad,,,,,� GA �,77 12�,224 A ., cA ,')) 1,11 ';,114 13.11- TX 55a C1. IN !X�73r 6224 01 - ' ',­I,�4 TN 61C 12 � 622� 1", - .-I NE 800 151 1- Ph -I AZ8621.633�224 -v - if 1i 72�tl�,� No- NY Bij' 5.111 ,I� CR,, or 1�n­­­ �21 III. Antonio T. e-lili, 1,� ,11cral RooLfand Wall SYstrins Class 90 and vJ FEATURES AND BENEFITS 1. DESIGN INTEGRITY The U ltra-Dekf, roof system begins and ends in the high, reducing the risk of leakage at the rake that can occur when finishing in the 'OWL The panel seam is sealed with a factory -applied snot -melt mastic, a superior grade to plastics applied in the field 2, FLOATING ROOF The Ultra -Dell roof was designed to cope with the forces of expansion and contraction. This is accomplished by allowing the panels to freely move LIP and down the roofslope- Due to this design feature, the system offers no dia- phragm umabililles or Pullin stability. 3, SLnING CLIPS 2" Sliding Clips at,,) available providing 1114" moverment in each direction. Sliding clips are also available in high and low versions, which provides a !8" clearance or a 1 31, clearance, allowing for a variety of thermal spacer and insula- tion thickness combinations. 4, UL CLASS 90 RATING The Ultra-Dek,"J roof system has 10 different UL Class go construction numbers. each of which is available with sev- eral options. 15 a FIRE FIESiSTANCE RATINGS The roof system Qi for use it, several LA design assemblies and carries a UL "Class IV' fire rating. 6. SIMPLiCITY No field seaming is required. The panels simply snap together forming a self-locking seal. 7, FLEXISR-ITY The Ultra-Dekl-" roof system Offers welcome flexibility to the erector. Wall covering can be erected before or after the roof is installed, Panel installation is all uninterrupted Procedure, 8, EASE OF INSTAI-LATION The erector has the option to install each side of the roof separately or both sides simultaneously, which greatly increas- es the speed and convenience Of erection. Being reversible end -for -end, sheets do not have to be, Special ordered for each side of the building, No field notching of panels at endlaps or ridge is required. 9 FORGIVNG SYSTEW The Ultra -Dek"Llsystern design allows for the roof to be, finished in the, "high" when an out -of -square condition or other factor-, cause the roof to terminate up to 4" out of module. 1f3. BUll-DING, LENGTH Odd, as well as even, footage buildings can be terminated at a major rib with the use of our 12" and 18' panel or at other odd widths by field bending the panel. Panel width availability is limited to specific fabrication facilities. 11, PREPUNCHED PANELS AND CONIPON'ENTS The prepunched system, combined with self -engaging back-up plates, assures panel module and speeds roof instatia- tion. 12, DURABiLITY Every unpainted panel is manufactured front Galvalume Plus", your assurance of the manufacturer's commitment to quality. 13, COLOR AND FINISHES U Itra-Delo is available in a wide variety of popular colors in three different paint systems. Ultra-Dek" is a registered trademark of Metai Build ng Components, L.P. Galvalume Plus' is a registered trademark of BTEC 'International, Inc. Vise -Grips is a registered trademark of American Tool Companies, Inc. u012 SeL ­.b6F­ F' OR CJ�IkIINI S,,FjCr, 1 11) _'uANor NflQiui NOT I" IMPORTANT READ THIS FIRST CAUTiON d0: -Id', Xe "W Ill. ;Az<il,!'P -a, rint brm,: t r! coji4inq J�Fkps, "ejr-b, siwZ J t,o -lli.'lot...rod w to appk­,itt. but i;, codo,. 0 CAUTION ak" lsa . aP .,.,,T Z , Zu, , , q -Do, I, ") sv;,"`�' �,o rn "'rical , "', ""I , 'els U Itra U, mI"," uulf -1i I, .! "Al I-- rj;�� In order to desigr, quote or order an Ultra-Dek<, roof System, You must rtermum, which System you real case- - Lula-lig -ili a-,- I -j - tion rkmursrri Low Fixed System - Double slope. buildings 206 wide or less and single slope buildings I OC wide or less, with Or Without a 3W thermal SPa00r. See insulation/Thermal Spacer Selection Chart below. High Fixed System - Double slola buildings 200' wide or less and single'slope buildings 100 wide or less, with iii', W, Or I' thermal spacers. See InsulationrThermal Spacer Selection Chart below. Fixed systems of iie fixed dips that do not allow the roof panels to float an the substructure. For this reason, use fixed systems only on pre-engi- heated metal buildings with Purlins, Sut ect to the bulding width restrobons outlined above. Do not use fixed systems on buildings with bar joist construction, wood decks or metal decks. Low Floating System - Double Slope buildings over 200' wide or single slope, buildings over 100' wide, with orvithuut 31.' thermal Spacer. See. lasulationfThermal Spacer Selection Chart below, High Floating System - Doable slope buildings over 2rfl'wide or Single slope b ridirgs over 100' wide, with r,*, 1�a' or I' thermal spacer. See Insulation(Thermal Spacer Selection Chart below. Thermal calculations should he performed for each project to ensure that the thermal movement of the roof is not greater than the float- ing clip's capacity. Various densities of blanket insulation may affect the installation and or the appearance Of a metal roof system, The installer is responsible for selecting the proper clip and thermal spacer for their conditions. NOTES: 1, As with all standing Seam roof Syelems, Sound atteruat,on (9,arnpe. blanket insufalion) is requited between the panel and the sub- structure to prevent 'roof rumbie.' during wndy cci-I&Ons. Some composite roof systems may require additional acoustical con- sideration to ensure that thermal vibration noises are isolated from the building Interior. Contact your architect andlor engi- neer for proper acoustical design, 2. A vapor retarder may be ri to pro"Rct roofing Components when high interior ht.-ififty Is a factor. The need for a vapor retarder, as well as the. type, placement And location shnuld be d,hp.rminedl by a architect or Prip-er. The following am exam -.les Of anirldififirs that may require a vapor otamoi&: (A) Prod:ect wnent outside winter temperatures below 401 F are anticipated and where average win- ter interior relative humid -Ly of 45% or greater is expected, (M Building usages with high humidity it suori as Indoor sw r "Ing pooh. textilo manufacturing operations. food, paper or other wet -process industrial plants. (Cj Construction elements that my release moisture oder the roof is installed, such as interior concrete and rrrsorl­y. piaster finishes art fuel burning heatars EFrECIIVE AIRf 1, 21114 SEE ­ bC, ­ FOR CURRNT I,ofilvA-4),, SUBJECT f0Cf1ANGL1lT111Vl ­uli, I'L I Ultra-Dek(D Construction Number InsulationlThermal Spacer Selection Chart Insulation Thickness Low System High System No Insulation ZI,," Thermal Spacer High System Not Recommended 3" Insulation Thermal Spacer Not Recommended I- Thermal Spacer �Recornp)�ended 4" Insulation Thermal Spacer Not Recommended ''V Thermal Spacer Recommended 6" Insulation Low System Not Recommended V Thermal SpacerRecornmended NOTES: 1, As with all standing Seam roof Syelems, Sound atteruat,on (9,arnpe. blanket insufalion) is requited between the panel and the sub- structure to prevent 'roof rumbie.' during wndy cci-I&Ons. Some composite roof systems may require additional acoustical con- sideration to ensure that thermal vibration noises are isolated from the building Interior. Contact your architect andlor engi- neer for proper acoustical design, 2. A vapor retarder may be ri to pro"Rct roofing Components when high interior ht.-ififty Is a factor. The need for a vapor retarder, as well as the. type, placement And location shnuld be d,hp.rminedl by a architect or Prip-er. The following am exam -.les Of anirldififirs that may require a vapor otamoi&: (A) Prod:ect wnent outside winter temperatures below 401 F are anticipated and where average win- ter interior relative humid -Ly of 45% or greater is expected, (M Building usages with high humidity it suori as Indoor sw r "Ing pooh. textilo manufacturing operations. food, paper or other wet -process industrial plants. (Cj Construction elements that my release moisture oder the roof is installed, such as interior concrete and rrrsorl­y. piaster finishes art fuel burning heatars EFrECIIVE AIRf 1, 21114 SEE ­ bC, ­ FOR CURRNT I,ofilvA-4),, SUBJECT f0Cf1ANGL1lT111Vl ­uli, I'L I Ultra-Dek(D Construction Number Width (in.) Gauge Clip Type clip Spacing UL -2213 Substrate Impact Resistance UL -263 Fire Rating UL -580 Rating 165 24 24 min. B F -O" Open Framing Class 4 Class A Class 90 180B 24 24 min. A 6-0" Conrl Class 4 Class A Class 90 205 24 24 min. A 5-0" Open Framing Class 4 Class A Class 90 205A 24 24 min. R 5 -0" Open Framing Class 4 Class A Class 90 286 24 26 min. A 6-011 Plywood Class 4 Class A Class 90 30813 24 24 min. A 5_0" Composite Class 4 Class A Class 90 534 24 24 min. B 5'-0X14;' Open Framing Class 4 Class A Class 90 5:35 24 24 m1.n. A 5'-01,4' Open Framing Class 4 Class A Class 90 536 24 24 min, 6 5.0" Composite Class 4 Class A Class 90 537 24 24 min. B 5'-01,',1" Composite Class 4 Class A Cla"s 90 541 24 26 min. 8 5'-0° Plyvf.od Class 4 Class A Class 90 Clip Type: A (Fixed, Sliding): 8 (Sliding); C (Utility), NOTES: 1- Wind uplift test procedures are in accordance with Underwriters Laboratories Standard UL -580 under'Tests For Upkft Resistance of Roof Assemblies". 2. A detailed installation method is available for each Construction Number above and can be found in the UL Roofing Materials and Systems Directory or at http://ww%,i.ul com. The panels must be installed in a certain manner to achieve the published results. 3, The panel qualifies for a Class A fire rating in compliance with Underwriters Laboratories Standard UL -263. 4. The panel system is listed under the following Fire Resistance Design Numbers: P225, P227, P230, P237, P265, P268, P508, P510, P512, P70II, P711, P717, P720, P7221 P726, P731, P734, P736, P801, P803, P814, P815, and P819. Refer to the UL Fire Resistance Directory for specific construction metlnods and hourly ratings. 5. Ultra-De0l panels carry a Class 4 rating under UL -2218 "Test Standard For Impact Resistance." FLORIDA BUILDING CODE PRODUCT APPROVAL Cv!N -U'l 'A ��',�Ae Pf,,.J,iot Apf,� )vai N'lit ;rl-', 11 VU -4 S L ­arb,i e- FOR CURRE,,T:NFORIRAF ION SuaiLCt CfrLC!tVEAr1RlL7,Z1-4 IZ, - `713 tocz, C"_ Lili, ICY) ell tri (Z' C,4 (5 r - Z `U L X CO O Q 2 to to 0 0 ZI Q QO Ll L vJ Z luC) k :3 ch:l J ( L S 1i Scale: NOT TO SCALE Drown by: Checked by. Prolect Engineer.• lJob Number: Erection Guide I I Sheet Number: ULD1 of 15 1 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Hensinn T% I,77 -71a-824 I di p it file 7.16 ,: PhoeniL AZ tlM-533-12' '=A SECTIDN PROPERTIES 1 rstnn. TY �/ '1224 PANEL Fy WEIGHT NEGATIVE BENDING Ixe Sxe Maxo POSITIVE BENDING Ixe Sxe Maxo A. GA F 1 L lobo k 3 22 Richmond '.' (INA/FT.) (I1\1.3/1`T.) (KIP -IN.) (IN,4/FT.) Adl, OAR E 4-C 6'24 .y IgM' alis. IN 90. R L p. nix AZ i R 3 " Hn;r Tx67-7,11-VII !nC'�ananolla M9 J- fill- ri, Phc AZ 0.2202 I- Atlanta,G R 5 2 Atwai�r CA 6 h Y .' A 11TX M G TY ',�2 A U* M10 CI Y UK Y -.:.214 Ron." NVN 2A NI 154 Sxn Lak C Y .1 , all 2411.1 jj�No 1.23 A"11-1- 12 'rA lobo k TX .N 3 24 M 6 Richmond VA 3- '.4 Anei GA G224 62 At:an 942 '2 ',24 Lubbock. TX K175,0 al Mrmpn s, TN tl VA$a)-1296224 1.56 Cal st tX d,r,6....�I.. OmaM1a NE ,.::3-3 -,A San AANrio I. fw.n124 , ® / O Atwater CA W 3 ,3124 Dal Tx3 13.1.62-'A Ok h City, OR C ': :.'_2A San Lxke C y T R S. 14,24r4 h'NN' CA '1 "+-332%I bl .. OkR1h o .City OK C' 97 `224 Rnm NY a4�.;12} 69.2 57.2 I 4 -SPAN LIVE JLltrkr! Roof and Wail ,5vs°°tents fltletal Roof dgrll ibir(1 S'r':etent,c as. On ,35.41 NE 9.'x0 -4:d .,♦ Snn Arra TX C,11 2,; Dana T% , 0 :3 f.:21¢ omaha. Re 3, W v"22in Salt -1 -1 City, UT CPO 9742434 San Antonl0 rx 63: S" 1224 ^ V SPAN IN FEET 4.0 4.5 5.0 5.5 SINGLE LIVE 272.0 SPAN TYPE LOAD TYPE _.:. 2.5 .. 3,0 3.5 SPAN IN FEET 4.0 Aletal Roof (aid Ii"a(1 Svstemmv Ultra -Delo' PANEL 24" Coverage L 24" 3" NOTES: 1. All calculations for the properties of Liltra-Dek panels are ralcula'ed in acc:orcance with the 2012 ecitlnri of the North American Specification For Design Of Cold -Formed Steel Structural Members, 2. Ixe is for deflection deternifiatior. 3. Sxe is for bending. 4. Maxo is allowable bending •norrent, .5. All values are for one fold of panel width. The Engineering data contained herein is for the expressed use of customers and design professional:. Along with this datait is recommended that the design pro fessional have a copy of the most Curren* version f the North American nca S ed -. .:hon for the resign f Cold -Formed Steel naStlisStructural vrmbers publshed Lythe Ama:a` eentiute to .aulild e design. This Saeed :cation contains fl•:e design triter a for cnld- forme steel con•: esentsAlong wfh the Specification, ton, the designer should reference the most current building g code applicable to the project .toll.. I,: order 11.1 determine environ. 1e .i+a, to>Cs If further inh3rrnaflonr guidance an n' -, o J d ce rega ging cold farmed design practices is desired, please contact the manufacturer, EFFEc TVE APRIL 7,2ot 4 BEE www Oci.com FOP CJRRENT INFORMATION s'JR„_LI.v C!' GE 1v H.0 NOTICE JU5 Ultra-Dek@1 PANEL 24" Coverage --- ...................._.... 241 - 3" ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT ',26 Gauge (Fy = 50 KSI) - SECTIDN PROPERTIES 3" Cy 5 PANEL Fy WEIGHT NEGATIVE BENDING Ixe Sxe Maxo POSITIVE BENDING Ixe Sxe Maxo GAUGE (KSI) (PSF) (INA/FT.) (I1\1.3/1`T.) (KIP -IN.) (IN,4/FT.) (IN.3!FT) (KIP -IN.) 26 50 IM 0.1025' 0 06,44 2.0764 0.2202 0.0901 2,6987 24 50 1.23 0.1355 0,0951 28477 0.2803 0.1156 3.4612 22 50 1.56 01837 0.1332 3.9877 0.3640 0.1504 .4x5020 NOTES: 1. All calculations for the properties of Liltra-Dek panels are ralcula'ed in acc:orcance with the 2012 ecitlnri of the North American Specification For Design Of Cold -Formed Steel Structural Members, 2. Ixe is for deflection deternifiatior. 3. Sxe is for bending. 4. Maxo is allowable bending •norrent, .5. All values are for one fold of panel width. The Engineering data contained herein is for the expressed use of customers and design professional:. Along with this datait is recommended that the design pro fessional have a copy of the most Curren* version f the North American nca S ed -. .:hon for the resign f Cold -Formed Steel naStlisStructural vrmbers publshed Lythe Ama:a` eentiute to .aulild e design. This Saeed :cation contains fl•:e design triter a for cnld- forme steel con•: esentsAlong wfh the Specification, ton, the designer should reference the most current building g code applicable to the project .toll.. I,: order 11.1 determine environ. 1e .i+a, to>Cs If further inh3rrnaflonr guidance an n' -, o J d ce rega ging cold farmed design practices is desired, please contact the manufacturer, EFFEc TVE APRIL 7,2ot 4 BEE www Oci.com FOP CJRRENT INFORMATION s'JR„_LI.v C!' GE 1v H.0 NOTICE JU5 Ultra-Dek@1 PANEL 24" Coverage --- ...................._.... 241 - 3" ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT ',26 Gauge (Fy = 50 KSI) - SECTION PROPERTIES 3" Cy 5 j SPAN TYPE I LOAD TYPE NEGATIVE BENDING POSITIVE BENDING PANEL SPAN IN FEET L"JEIGHT Ixe Sxe Maxo 25 3.0 3.5 4.0 4.5 5.0 5.5 SINGLE LIVE ----. 148 s ...._ _ 122.4 .,- 104.9 91.8 81.6 72.0 59.5 j 2 -SPAN LIVE 1469 I 122.4 1049 86.5 _ 684 _ 564 45.8 3 -SPAN LIVE 146.9 r 224 104,9 91,8 81.6 69.2 57.2 I 4 -SPAN LIVE 1419 11 122.4 1 104.9 91.8 79.8 64,6". 1 514 4 Gauge (Fy = 50 KSI) 3.5 SPAN IN FEET 4.0 4.5 5.0 5.5 SINGLE LIVE 272.0 SPAN TYPE LOAD TYPE _.:. 2.5 .. 3,0 3.5 SPAN IN FEET 4.0 4,5 5,0 5.5 SINGLE LIVE 204.0 170.0 145.7 127.5 _ _ 113.3 1 92.3 j 76.3 2 -SPAN LIVE 204.0 170.0 14Ci.7 118.7 93.8 i 75.9 628 3 -SPAN LIVE 4•SPAN LIVE 204.0 204.1' 170.D t70.G 145.7 145.7 127.5 1227.5 113.3 109.4 94.9 89.6 78.4 732 22 Gauge (Fy = 50 KSI) 3.5 SPAN IN FEET 4.0 4.5 5.0 5.5 SINGLE LIVE 395.9 SPAN TYPE LOAD TYPE 2.5 3.0 3.5 SPAN IN FEET 4.0 4.5 5.0 5.5 i SINGLE LIVE 286.9 247.5 212.1 1456 144.2 120.1 99.2 2SPAN LIVE 296.9 247.5 212.1 166.2 131.3 106.3 87.9 3 -SPAN LIVE 296.9 247.5 212.1 185.6 164.1 132,9 109.9 4 -SPAN LIVE 296.0 - 247.5 2121 185 r, 153,2 124.1 102.6 Val, t THE ABOVE LOADS ARE NOT FOR USE VVHlEN DESIGNING PANELS TO RESIST WIND UPLIFT. 2. Stre ^Ih calculate ns based sed un the 2012.4151 St nn aIl "Noer,AT.encan Speifir,,qZ:oo for thaDesign of Ccid-formrad Steel 54"uLlurnl Me;olben" 3. Allowable loads are applicable for uniform loadirng and s ans witted t overhangs. 4, LIVE load capacities are for those leads that pu sh the panel age nst Its supports, The app_n able h :lit states are flexure, sheaf, combined shear and flexure web crppilnq it end and rte,. for suippons, n d a defloction imt of L/.80 under strength level load.,. 5. Panel pullover and Screw pullout capacity r nil he. cha_.ked s._{.a a.ely using 1^.e se ews employed for each parfir.ciar appficnhon when utilizing thls load chap. 6. The use of any field seaming a mpmert o accts :Dries indrdine but not torted to clips fasteners_ anal support plates other than tha provided by tem ouficturor may (pave b 1 'kup, rake ext .1 damage na.rels void all wamanties and .i l' void all ono neer':ng Cif; 7, i Nn material is SoPnjet to ch ,e w:.hout not,.e,. Paas_ contact MSCI for the most current data T_e Engineering dot- contained herein m pin is for the ex «esse ., g d ur'g of customers and desi 9 n o. -s ona!s. Alen with i recommended p this data, rt is recd n,F+ P m _n.ed 9 that the design prefss:anal have a copy Of the most : corrert version of the North Amen.4n, Sf•ecrBcatidn for the Design of Co1C-Fp«red Steel Structural Members published by the American Iron mind Steel Institute to facilitate desJgrl. This Specification contains the design c•¢:eria for ralc,- formed steel components. Along oath the SpociGcatiow, the designer s' ould ref^_nonce the most current building code agpik abio to the project jnbslte in order to determine environmental loads. If fritrthenerormx ;n or cuidance regarding cold -formers ,^'esicn practices is desired; please contact the manufacturer uD-6 SEE www rix ,u FOR CURR:Ni INF'ORkATIC:IN TCC.A,;E THO.J N:)rue ,E ,C;f-F. A-o_i. 2311 Ultra-Dek` PANEL 18" Coverage NOTES: 1. All ralculalions for the properties of J Ira -Dc k panels are calculated hi accordance with the 2012 edition of the: North Amencan Specification For Design Of Cold Forme:! Ste_! Structural Members. 2. Ixe: is for deliexdion detconmation. "s. Sae is for bending. 4. Maxo is allowable bending moment. 5. Aa values are for one fact of panel width. The Engineering dato contained h_ er in is for r the expressed use of customers and design professionals. Along with this data, it is rerommende;d that the d+;i ri r e r7 professional .,are a copy of the most currera version of the North American Specification the, iraiidn for Design f p e :gn o Cold -formed Steel Structural Members published by the American Iron and Steel Ircil.ite, to facilitate design. This Specification if.ation Con:a.ls the design Criteria for cord - formed Stan! components. Along with the ;peafcation the designer should reference the most current building cone applicable to file tni ect jobsitel In order to determine environmental loans If further irfermation or guidance regarding ccidformed design practices is desired, please contact the manufacturer, FFFECTIVE A-Ift. 7.2^14 SEE wwwfnbcl.eom FOR CURRENT iNF'ORMA T ION suBdECT TO QfANGE WITNOUT NOTICE IJJD-7 _--i 120006F'Aftft'�W. v daNauxtCA TX 9> 1. i2'A Mdia Poi IN aJ0 I _ Phvanta d, C 2 A NouatCA; In e7-13 c i d , IN 80 3s.6222i Pl.cenia AZ it 3.0229 Ibcamn, Tx 67. > 3x22,3 Indian,+l+ol x IN y3r.7398223 pi:aerrin. AZ -1131-120,, AE CA TX .y '. d W Gba N 1X fl .:. ti _ -24 P-ri,. A 5 'rl i1.... Atle GA Rf 6 A L G k TX J 114 P.ch m NAR 6,'"tA A GA a7ls,2,6224 M­fj, IN 8 1 Rome NY Etc 559 622A Alienia, GA 7',51_1224 v ­01m. IN 8X - _Oe 41 Rwne. NY 80-551f6224 Aril, GAR n r'J L bG k TX S:. ns 1;114 st'chn„nd VA 5 h -1l'4 O A ,31,31 CA:11-­,.32.23 Oklah city, ON 30 tit::'4 3 ' I-- City .18,1 T. 2.406 Atwatg-. C0. Jt N1. I4 0 M1 Cl" bK ",,a ,"-w Sat Lak city, in k. " 974-- 9::W AtwanMr. A Me Phis. IN 639 206-6224 ,, Ronne NY 9 5..o2.A Dailsa TX 6JC 653 c224 On!al a NF . Q ". 6�-i , i F S Aatvn o. TX 9-0 519 612. Danes. T%R J c.�3.c2>•I O not a, NE 60':.ASI n224 Sarr Antonio, T%d,+t1 596A..ad R ' `:3 O ' omn City OK -J, .n7'; O,4 S"If Lade Cr" UI %14. 24ru Q Dallas. TO, Sat 136_14 O ha NEse"he MR San Mror 7X.0'"1-6,26 :T9etal P.00f anrf Wir17 Sy'stens Molal Roof and 66a11 .SYStens Metal Roof and Wall Sasttans Ultra -Delo PANEL 18" Coverage T. ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT 26 Gauge (Fy = 50 KSI) - SECTION PROPERTIES 3" Cy 5 SPAN TYPE LOAD TYPE NOTES: 1. All ralculalions for the properties of J Ira -Dc k panels are calculated hi accordance with the 2012 edition of the: North Amencan Specification For Design Of Cold Forme:! Ste_! Structural Members. 2. Ixe: is for deliexdion detconmation. "s. Sae is for bending. 4. Maxo is allowable bending moment. 5. Aa values are for one fact of panel width. The Engineering dato contained h_ er in is for r the expressed use of customers and design professionals. Along with this data, it is rerommende;d that the d+;i ri r e r7 professional .,are a copy of the most currera version of the North American Specification the, iraiidn for Design f p e :gn o Cold -formed Steel Structural Members published by the American Iron and Steel Ircil.ite, to facilitate design. This Specification if.ation Con:a.ls the design Criteria for cord - formed Stan! components. Along with the ;peafcation the designer should reference the most current building cone applicable to file tni ect jobsitel In order to determine environmental loans If further irfermation or guidance regarding ccidformed design practices is desired, please contact the manufacturer, FFFECTIVE A-Ift. 7.2^14 SEE wwwfnbcl.eom FOR CURRENT iNF'ORMA T ION suBdECT TO QfANGE WITNOUT NOTICE IJJD-7 _--i 120006F'Aftft'�W. v daNauxtCA TX 9> 1. i2'A Mdia Poi IN aJ0 I _ Phvanta d, C 2 A NouatCA; In e7-13 c i d , IN 80 3s.6222i Pl.cenia AZ it 3.0229 Ibcamn, Tx 67. > 3x22,3 Indian,+l+ol x IN y3r.7398223 pi:aerrin. AZ -1131-120,, AE CA TX .y '. d W Gba N 1X fl .:. ti _ -24 P-ri,. A 5 'rl i1.... Atle GA Rf 6 A L G k TX J 114 P.ch m NAR 6,'"tA A GA a7ls,2,6224 M­fj, IN 8 1 Rome NY Etc 559 622A Alienia, GA 7',51_1224 v ­01m. IN 8X - _Oe 41 Rwne. NY 80-551f6224 Aril, GAR n r'J L bG k TX S:. ns 1;114 st'chn„nd VA 5 h -1l'4 O A ,31,31 CA:11-­,.32.23 Oklah city, ON 30 tit::'4 3 ' I-- City .18,1 T. 2.406 Atwatg-. C0. Jt N1. I4 0 M1 Cl" bK ",,a ,"-w Sat Lak city, in k. " 974-- 9::W AtwanMr. A Me Phis. IN 639 206-6224 ,, Ronne NY 9 5..o2.A Dailsa TX 6JC 653 c224 On!al a NF . Q ". 6�-i , i F S Aatvn o. TX 9-0 519 612. Danes. T%R J c.�3.c2>•I O not a, NE 60':.ASI n224 Sarr Antonio, T%d,+t1 596A..ad R ' `:3 O ' omn City OK -J, .n7'; O,4 S"If Lade Cr" UI %14. 24ru Q Dallas. TO, Sat 136_14 O ha NEse"he MR San Mror 7X.0'"1-6,26 :T9etal P.00f anrf Wir17 Sy'stens Molal Roof and 66a11 .SYStens Metal Roof and Wall Sasttans Ultra -Delo PANEL 18" Coverage T. ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT 26 Gauge (Fy = 50 KSI) - SECTION PROPERTIES Cy 5 SPAN TYPE LOAD TYPE 2.5 NEGATIVE BENDING POSITIVE BENDING PANEL Fy L"JEIGHT Ixe Sxe Maxo Ixe Sxe Maxeo -GAUGE (KSI) (PSF) (INA/FT) (IN.3/FT-) (KIP -IN,) (IN-41FT.) (IN$lFT.) (KIP -IW.) 26 - 50 1.99 0.1366 0.0929 2.7823 195.8 0.1175 3.5155 24 50 f.32 0.1804 0.1273 3.8115 _0.2686 0.3372 0.1480 4.4295 22 50 t66 0.2444 0.1780 5,3279 0.4365 0.1918 NOTES: 1. All ralculalions for the properties of J Ira -Dc k panels are calculated hi accordance with the 2012 edition of the: North Amencan Specification For Design Of Cold Forme:! Ste_! Structural Members. 2. Ixe: is for deliexdion detconmation. "s. Sae is for bending. 4. Maxo is allowable bending moment. 5. Aa values are for one fact of panel width. The Engineering dato contained h_ er in is for r the expressed use of customers and design professionals. Along with this data, it is rerommende;d that the d+;i ri r e r7 professional .,are a copy of the most currera version of the North American Specification the, iraiidn for Design f p e :gn o Cold -formed Steel Structural Members published by the American Iron and Steel Ircil.ite, to facilitate design. This Specification if.ation Con:a.ls the design Criteria for cord - formed Stan! components. Along with the ;peafcation the designer should reference the most current building cone applicable to file tni ect jobsitel In order to determine environmental loans If further irfermation or guidance regarding ccidformed design practices is desired, please contact the manufacturer, FFFECTIVE A-Ift. 7.2^14 SEE wwwfnbcl.eom FOR CURRENT iNF'ORMA T ION suBdECT TO QfANGE WITNOUT NOTICE IJJD-7 _--i 120006F'Aftft'�W. v daNauxtCA TX 9> 1. i2'A Mdia Poi IN aJ0 I _ Phvanta d, C 2 A NouatCA; In e7-13 c i d , IN 80 3s.6222i Pl.cenia AZ it 3.0229 Ibcamn, Tx 67. > 3x22,3 Indian,+l+ol x IN y3r.7398223 pi:aerrin. AZ -1131-120,, AE CA TX .y '. d W Gba N 1X fl .:. ti _ -24 P-ri,. A 5 'rl i1.... Atle GA Rf 6 A L G k TX J 114 P.ch m NAR 6,'"tA A GA a7ls,2,6224 M­fj, IN 8 1 Rome NY Etc 559 622A Alienia, GA 7',51_1224 v ­01m. IN 8X - _Oe 41 Rwne. NY 80-551f6224 Aril, GAR n r'J L bG k TX S:. ns 1;114 st'chn„nd VA 5 h -1l'4 O A ,31,31 CA:11-­,.32.23 Oklah city, ON 30 tit::'4 3 ' I-- City .18,1 T. 2.406 Atwatg-. C0. Jt N1. I4 0 M1 Cl" bK ",,a ,"-w Sat Lak city, in k. " 974-- 9::W AtwanMr. A Me Phis. IN 639 206-6224 ,, Ronne NY 9 5..o2.A Dailsa TX 6JC 653 c224 On!al a NF . Q ". 6�-i , i F S Aatvn o. TX 9-0 519 612. Danes. T%R J c.�3.c2>•I O not a, NE 60':.ASI n224 Sarr Antonio, T%d,+t1 596A..ad R ' `:3 O ' omn City OK -J, .n7'; O,4 S"If Lade Cr" UI %14. 24ru Q Dallas. TO, Sat 136_14 O ha NEse"he MR San Mror 7X.0'"1-6,26 :T9etal P.00f anrf Wir17 Sy'stens Molal Roof and 66a11 .SYStens Metal Roof and Wall Sasttans Ultra -Delo PANEL 18" Coverage T. ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT 26 Gauge (Fy = 50 KSI) - SECTION PROPERTIES Cy 5 SPAN TYPE LOAD TYPE 2.5 3.0 3.5 SPAN IN FEET 4.0 4,5 5.0 ' 5,5 SINGLE LIVE 1958. 163.2 139.9 122.4 108.8 9'1.8 77.5 2 -SPAN LiVE 195.8 163.2 139.9 115.6 91.6 74.2 61.3 3 -SPAN LIVE 195.8 163,2 139.9 122.4 108.8 92.7 76.6 4 -SPAN LIVE 1958 163.2 139.9 122.4 105,9 86.8 717 24 Gauge (Fy = 50 KSI) 0 0 U SPAN TYPE LOAD TYPE 2.5 3.0 3.5 SPAN IN FEET 4.0 4.5 5.0 5.5 SINGLE LIVE 272.0 2267 1-34.3 1700 145.8 118.1 97.6 2 -SPAN LIVE 272.0 2267 194.3 158.8 125.5 101.6 84.0 3 -SPAN LIVE 2720 226.7 1943 170.0 156.9 127.1 105.0 4 -SPAN LIVE 272.0 226.7 19.4.3 170.0 146.5 118.6 98.0 2 Gauge (Fy = 50 KSI) SPAN TYPE LOAD TYPE 2,5 3.0 3.5 SPAN IN FEET 4.0 4.5 5.0 5.5 SINGLE LIVE 395.9 329.9 232.9 239.3 189.1 153.1 126.6 2 -SPAN LIVE 395.9 329.9 282.8 j 222.0 175.4 142.1 117.4 3 -SPAN LIVE 395.9 323.9 282.8 I 247.5 219.3 177.6 146.8 4 -SPAN LIVE 305.9 329.9 262.6 247.5 204.7 165.8 137.0 NOTES: 1. THE ABOVE LOADS ARE NOT FOR USE WHEN DESIGNING PANELS TO RESIST WIND UPLIFT 2. Strength cnlculatirns base( on the 2012 AISI Standard 'North American Specifics^„on for the Desk pn of Cold -formed Steel Sinodural Members." 3. Allowable loans ata applicable for uniform loading and spans without overhangs. 4. LIVE load caparities are for those loads that push the panel against its supports. The appi!cable limit states are flexure, shear, combined shear and flexure. web Crippling at end and interior supports, and a deftact:on limit of 11180 under strength -level loads. 5. Panel pullover and Screw pullout capacity must be checked separately using the screws employed for each particular application when ui:ICaog this load chart. 6. The use of any field scorning equipment or accessories Including but not limited to clips. fastenersand support plates other than tha provided by the manufacturer may leave, backup. rake. etc) damage panels, void all warranties and will void all engineering data. 7- This materia.l is sublet to change wdhoia norr,e. Please contact MBCI for the most current data, The Engineering data contained herein is for the expressed use of customers and design professionals. Along with this data, it is recommended that the design professional `e, -'A- des g profess a a ha J _ a copy of the most current version of t^.e North American Spei.e+catrom for the Dasiya or CnlC-F>rtned Sr -gel r St tit L1 a. M? e r mars ul!Lsh.db eAm � n� R r h p y the cancan Iron and Steel i lstihde to facilitate des gn. This Specification contains the design cdtoria for cald- formed steel components. Alcng with the Specification, the designer should reference the rest currert burdma code applicilh e to the project jobsle in order to determine environmental loans, it f'urtlrer information or qUidarce regarding cold -formed design practicer is desired please e contact tfie manufacturer Ultra -Delo PANEL 12" Coverage ------ 12' _.._.._._.._____._.+ 3. _ - SECTION PROPERTIES Cy 5 SPAN TYPE LOAD TYPE NEGATIVE BENDING POSITIVE BENDING PANEL I::y WEii1GHT .Ixe Sxe Maxo Ixe Sze Rdaxo E GAUG....__._._. _._.__.. (KSI) _..._.____..__._.__.._.._.._........___._.,.__._._.._._ (PSF) (IN:.4/FT.) (IN 11FT) (KIP -IN.) (INA/FT) (IN.31FT) (KIP IN,) 26 50 1.23 0. .1742 0.1109 3.3219 0.3409 0.1651 _. 4.9427 24 50 1.48 0.2331 0.1540 4.6122 0.4252 j 0,2073 1 6.2066 22 50 1.86 0.3257 0,2237 6,6989 0,5512 02686 8.0412 NOTES: 1. All -altrolations for the properties of UltraDPA pamels are ealai!ated in accordanr-e with VP 2012 edition of the North American Specification For Design Of ColdFormedSteel $Structural Members, Ixe is for deflection determination. Sxe is for bending. 4. Max,, is allowable bending moment, 5. Ail values are for one foot of panel width. The Engineering date Contained herein Is for the. expressed use of customers and design prsfess!eials. Along with this data. it is recommended that the design professional haae a copy of the most culTent version of the Narth American Specification for the Design of Cold - Formed Steel Structural Members published by the Arnencar ,tort and Step' Institute to farilltata design. This Specification contai'ts iha design criteria for cold -formed steel Components. Along with tae Specific ation the desioi er shack reteitre, the most currant building code app?!cable to the project jobs le. in order to determine er-unmental lours If further Iniormation or guidance regarding cold -formed design practces is desired. please contact the manufactures. L'O fib S_Lwww.mbci.eornfO'.2CJf L:1 NFOnMATiON SuFJI Cr 10.,.ANG L' Arti40UNOTICE EFrEC-'VE AP -M 7, 205-" LF:'Or'I\•,: IR 7,2014 Sf"1:www.mbc,cam r 'art CURRENT i"r-rk1-IN i CHANGE nit r' -'r- :c I l J2 SJBJE-T TO dHAN aL wI, .CLI Nn:IC Li -1 Ultra-Dek© PANEL 12" Coverage ALLOWABLE UNIFORM LOADS iN POUNDS PER SQUARE FOOT 6 Gauge (Fy = 50 KSI) - N Cy 5 SPAN TYPE LOAD TYPE 2.5 3,0 3.5 SPAN IN FEET 1 4.0 4.5 C O 5.5 SINGLE LIVE 293.8 244.8 209.8 183,6 1627 131.8 1 108.9 2 -SPAN LIVE' -..__.-....__..._....._._._......._.....�__.- 293.8244.8 C U O 180.8 138„1 109.3 8.8,16 73.2 3-SPAN LIVE J 293.8 244.8 - - 209.8 .._._.._......_...._.. 173.0 136.7 1107 --- 91.5 4 -SPAN LEVE 293:4 244.8 209.8 161.5 127.6 103A e5.4 4 Gauge (Fy = 50 KSI) 0 0 U SPAN TYPE LOAD TYPE o� 2� SPAN IN FEET E21 L` Qt Z 2.5 3,03.5 i 4.0 4,5 5.0 5.5 SINGLE LIVE 406.0 340:0 1 291.4 1 255.0 2043. 165.5 136,8 2 -SPAN LIVE 408,0 340.0 2510 1922. 151.8 123.0 101.6 3 -SPAN LIVE 409.0 340.0 291.4 240.2 189.8 153.7 127.1 4 -SPAN LIVE �_ Gauge (Fy = 50 KSI) 403.9 341).0 291.4 1 224.3 177.2 143.5 118.6 + SPAN TYPE LOAD TYPE I 2.5 SPAN IN FEET 4.0 4.5 5.0 5.5 SINGLE LIVE 593.9 494.7 4242 1 335.1 264.7 214.4 177.2 2 -SPAN LIVE 59.;.9 4",3 364,6 1 279.1 2205. 178.6 147,6 3 -SPAN LIVE 593.9 494.7424.2 348.9 2757 223.3 184.5 4 -SPAN LIVE 59;5.9 494.7 422.F. 3258 257.. 2085. 172.3 NOTES: 1. THE ABOVE LOADS ARE NOT FOR USE WHEN DESIGNING PANELS TO RESIST WIND UPLIFT. 2 Strength calculations baseu art the 201:2 AISI Standard "North American Specification for the Design of Cold -formed Steel Structural Members. - 3. Allowable loads are applicable, for uniform loading and spans without overhangs, 4, LIVE Iced capacltiee are for those loads that push the panel against its supports. The applicable limit states are flexure, shear, combined smear and fiexiri'e, web cnpplim.1 at end and interior supports, and a deflection limit of 1,-180 under shength4evel loads. 5. Panel pullover and Screw pullout capacity must be checked separately using the screws employed for each particular application when utilong this load chart. 6. The use cf any field searri:'1g equipment or accessories Including but not limited to clips. fasteners, and support plates other than the provided by the aranufaCturer may leave, backup. rake, etc,) damage panels, void all warranties and vi It void all engneering data. 7, This material is subject to change without notice, Please contact MOCI for tire most current data. The Engineering data contained herein is for the oxprossed use of customers and design rofessionas, Along th this data. it is recommended P 9 w that the de.Jign professional have a cnpy of the most current version of the North American S ecification for the De.srt n o1 Colo Formed Steel I A J See Structural Members published by the American Iron and Steel Institute to facilitate design. This Specification contains the designcrit-ria - p s „ for cold - formed steel components. Along with the Specification. the desi mer she: ld r u m Ib - r+ - 9 g J reference the most Curren. I. ding _O_ g app.icabie tc the p, gleet jobsite in order to determine environmental loads. I` further irformat On Or g, ianne regarding oc ld-fo red de Sign p acti ws is desired, please contact the manufacturer. UO-lu SEE www W i cmn l -OR CURRENT INi ORIVOION SL!AJE, :: 1L CNANr,2 WIT '..,t;: Not K,E EFFECTIVE APRIL 7. 20'4 U mn -e0. O O o N Cy 5 O N CL ZZ cam, NMN C O �O rn O y a rn C j O O hN 0 0 R O J C U O d j j v O U Li U �L2 LL 2 rr^^ vJ U N W rr^^ vJ 0 0 U h h o� 2� E21 L` Qt Z �2 1.2 El22 O N Z I1 I0 3t U w O Scale: NOT TO SCALE Drawn by, Checked by Protect Enaineer: I Job Number: Erection Guide I Sheet Number: ULD2 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A SECTION 074113 Metal Roof Panels PART 1 - GENERAL 1.1 SECTION INCLUDES A, Trapezoidal -rib, snap joint, standing seam metal roof partels, with related metal trim and accessories. C. ASTM International (ASTM): ivvilvicastrin,org: 1. ASTM A 653 - Specification for Steel Shoot. Zinc - Coated (Gaivarized) or Zinc -Iran Alloy -Coated (Galvarnealed) by the Hot Dip Process. 2� ASTM A 755 - Specification for Steel Sheet. Metallic Coated by the Hot -Dip Process and Prepainted 1.2 RELATED REQUIREMENTS Specifier: If retaining this optional article, edit list below to correspond to Project. A� Division 01 Section "Sustainable Design Requirements" for related LEED general require- ments. B. Division 05 Section "Structural Steel Framing" for structural steel framing supporting metal panels. C. Division 05 Section "Steel Decking" for continuous Metal decking supporting metal panels. D. Division 05 Section "Cold -Formed Metal Framing" for cold-forrincid metal framing supporting metal panels. E. Division 05 Section "Cold -Formed Metal Trusses" for co(d-formed metal trusses supporting metal panels. F. Division 07 Section ["Thermal Insulation'] ["Roof Insulation"] for thermal Insulation installed under metal panels. G. Flivision 07 Section "Metal Wall Panels" for factory - formed metal wall [and soffit] panels. H. Division 07 Section "Sheet Metal Flashing and Trim" forformed sheet metal copings, flashings, reglets, and roof drainage items in addition to items speci- fied in this Section. L Division 07 Section "Manufactured Roof Specialties" for manufactured copings, reglets, and roof drainage items in addition to items specified in this Section. J. Division 07 Section "Joint Sealants" for field -applied joint sealants. K. Division 13 Section "Metal Building Systems" for steel framing supporting metal panels. by the Coil -Coating Process lot Exlenot �xposed Buil&ig Products. 3. ASTM A 792,'A 792M - Standard Specification for Steel Sheet. 55 */it Aluminurl Alloy -Coated by the Hot-D!p Process. 4. ASTM A 980 - Standard Specification for Steel, Sheet. Carbon, Ultra High Strength Cold Rolled. 5. ASTM C 645 - Specification for Nonsfructural Steel Framing Members. 6. ASTM C 920 - Specification for Elastorrene Joint Sealants, 7� ASTM D 1003 - Standard Test Method for Haze and Luminous Transmittance of Transparent Plastics. 8. ASTM D 2244 - Test Method for Calculation of Colci Differences from Instrumentally Measured Color Cooddicatos. 9, ASTM D 4214 - Test Methods for Evaluating Degree of Chalking of Exterior Paint Fill 10. ASTM E 1592 - Standard Test Method for Structural Performance of Sheet II Roof and Siding Systems by Uniform Static Air Pressure Differerce. 11. ASTM E 1646 - Standard Test Method for Water Penetration of Exterior Meta Roof Panel Systems by Uniform Stilic Air Pressure DZfference. 12. ASTM E 1680 - Standard Test Method for Rate of Air Leakage Through Exterior Meta! Roof Panel Systems. 13, ASTM E 1980 - Practice for Calculating Solar Refectancie Index of Horizontal and Low -Sloped Opaque Surfaces D Cool Roof Ratio Council ICRRCI: www coolroofs. org/productratingprogram.htmi: 1.3 REFERENCES Specifier: It retaining this optional article, edit list below to correspond to Project. A, American Architectural Manufacturer's Association (AAMA): www.aamrmelrorg� 1. AAMA 621 - Voluntary Specification-, for Hgh Performance Organk. Coatings or, Coil Coated Architectural Hot Dipped Galvanized (HDG) & Zil Alurninurn Coated Steel Substrates. 2, AAI,�IA 809.2 - Voluntary Specification Non -Dry iiq Sealants B. American Society of Civil Engineers (ASCE): wwwl. asce.org!codes-standards: 1, ASCE 7 - Minimum Design Locid�, for Buildings and Other Structures. 11. CRRC-1 -2008 - CRRC Product Rating Program. E. International Accreditation Service (IAS): 1. IAS AC 472 - Accreditation Criteria for Inspection Progrgms for Manufacturers of Metal Building Systems Part B. F. Underwriters Laboratories, Inc. (UL): www.til.com: 1. UL 580 - Tests for Uplift Resistance of Roof Assemblies G. US Environmental Protection Agency: www.energy- starigoviinclex.cfac 1. Energy Star Rtiflective Roof Products H. US Green Building Council (USGSC): WWW.LlSgbC.Org: 1. LEED - Leadership in Energy and Environmental Design (L.EFD) Green Building Rating Systems. i IVE APRE 7. 2l)14 SEE FOIE INFORNIA r1ol 1.4 ADMINISTRATIVE REQUIREMENTS A. Preinstallation Meeting: Prior to erection of fram- ing, conduct preinstallation meeting at site attended by Owner, Architect, manufacturer's technical repre- sentative, inspection agency and related trade con. tractors. 1 . Coordinate b0ding framing in relation to metal Panel system. 2, Coordinate openirgs and penetrations of metal partEN system. 3, Coordinate work or Division 07 Sections "Roof Specialtles" arid 'Roof Accessories' and openings and penetraions and manufacturer's accessories with installation of metal panels. 1.5 QUALITY ASSURANCE A. ManufacturerlSoul Provide metal roof panel assembly and accessories from a single manufac- turer providing fixed -base roll forming, and accred- ited III IAS AC 472 Part B. B. Manufacturer Qualifications: Approved manufac- turer listed in this Section with minimum five years experience in manufacture of similar products In successful use In similar applications. Specifier: Retain paragraph belcw:fOwner allows substil tions but rpqL)'r ' strict cl over qUiDlifying of substi�uted l as manufacturc-S. l.Ap�)ro,.,alofCorr!parab]ePro(lucts: Submitthe follow- ing in accordance with proiect substitution require - Ell within Ill me a lowed for substitution review: a. Product data, inclicilng certified independent te�c data indicating compliance with requirements. b, Samples of Each car" poner c. Samplp submittal from similar project. (1, Projeo, references: Minimurn of five installations not less than five years did, with Owner and Archilele! contact information. e. Sample warranty. I, [AS AC 472 certificate. 2, Substitutions following award of Contract are not allowed except as Stipulated in Division 01 General Requirements ' 3. Approved manufacturers must meet sepn,ate mquire- ments of Submittals Article., Specifier: Review of manufacturers' qualiltving of installers is recommended for larger [)rejects. MBCI requires Installer and supervisor certification when project requirements include extended warranty. C Installer Qualifications: Experienced Installer [cl fied by metal panel manufacturer] with minimum of five years experience with successfully completed projects of a similar nature and scope. 1. Installer's Field Supervisor Expenended mechanic,, [certified by metal panol manufaclul supervising work on site whenever work is underway. Specifier: Retain paragraph below and edit as appropircite, fair Federal projects and for public vvorks nrojects utilizing Federal SJEJECT !0 C"A,HGE li::HOU * N1,11 ICE Ju�ll I l 12 �F E FOR GUEHEN 1 RF0­A'!cN �UBJIFcT TO Ci4ANuF�,T,1OliTN0T1GR EFFECTIVE APR!- 7. 2014 funds ' C0`ISLJt with project Contracting Officer Coordinate with, Submittals Article. D. Buy American Compliance, Materials provided under work of this Section shall comply with the fol- lowing requirements: 1. BuyArnerican Actof 1933 BAA -41 U.S.0 §§ 10a - 10d 2, Buy American provisions of Section 1605 of the American Recovery and Reinvestment Act of 2009 (ARRA). 1.6 ACTION SUBMITTALS A. Product Data: Manufacturer's data sheets for speci- fied products. Specifier: Retain and edit below to comply with Project requirements for LEED or other SUstainable design require. ments. B. LEED Submittals: 1, Credit SS T2 Heat Island Effect - Roof Pioductdata indic2fing comp13rice with solar reflectance index requirement 2. Credit MR 4 Recycled Content. Product data indicating the following: a Matri.ril costs for each product having recycled content. It. Percentages by weight of post-constumer and pre - consumer recycled content for each item. c. Total' weight of products provided. C. Shop Drawings: Show layouts of Metal panels. Include details of each condition of installation, panel profiles, and attachment to building. Provide details at a minimum scale 1 -112 -inch per foot of edge conditions, joints, fastener and sealant place- ment, flashings, openings, penetrations, roof acces- sories, lightning arresting equipment, and special details. Make distinctions between factory and field assembled work, 1 . Indicate poInts, of supporting structure that must Coor- dinate with metal panel system installation. 2. Include daL):ndiuit!ng compliance with performance reQUiromers. 3, include structural data indicating compliance with requirements of at rooritles having jurisdiction. D. Samples for Initial Selection: For each exposed product Specified including sealants, Provide repre- sentative color charts of manufacturer's full range of colors. E. Samples for Verification: Provide 12 -inch- (305 mm-) long section of each metal panel profile. Provide color chip verifying color selection. 1.7 INFORMATIONAL SUBMITTALS A. Product Test Reports; indicating compliance of products with requirements, witnessed by a profes- sional engineer. B. Qualification Information: For Installer firm arid Installer's field supervisor, C, IAS Accreditation Certificate: Indicating that manu- facturcir is accredited under provisions of IAS AC 472. Specifier: Retain one or more of three paragraphs below ivIren required 'or pro.ert. D. Buy American Certification: Manufacturers' let- ters of compliance acceptable to authorities having jurisdiction, indicating that products comply with requirements. E. Florida State Building Code Certificate. F. Manufacturer's WarraI Sample copy of manufac- turer's standard warranty. 1.8 CLOSEOUT SUBMITTALS A. Maintenance data. B. Manufacturer's warranty: Executed copy of manu- facturer's standard warranty. 1.9 DELIVERY, STORAGE, AND HANDLING A, Protect products of metal panel system during ship- ping, handling, and storage to prevent staining, dent. Ing, deterioration of components or other damage. Protect panels and trim bundles during Shipping. 1. Deliver. unload, store, and erect metal panel system and -a,-r,.eSSory iterns without rosshaping panels or exposing panels to surface damage from weather or construction Operations. 2. Store in accordance with Nlanufacturer's written instrUctions Provide wood collars for stacking and handling in the field 1.10 COORDINATION A, Coordinate sizes, profiles, and locations of roof curbs and other roof -mounted equipment and roof penetrations, based upon sizes of actual selected equipment. 1.11 WARRANTY Specifier; Warranty terms below are I c from MBCI. Verify that other allowable manufacturers furnish warranty meeting rcqLiir(,m(,,nt,., A. Special Manufacturer's Warranty: on manufac- turer's standard form, in which manufacturer agrees to repair or replace metal pindel assernblies that fall in materials and workmanship within one year from date Of Substantial Completion. Specifier: MBCI's optional single source weathertightness warranties below are available tor projects installed by an MECI-cenified Installer under inspection by an MBCI field led)- nical representative. MBCI representative car) provide warranty cost estimate for dosired combination of cost Mitation and period of vai: I anty desced by owner, B� Special Weathertightness Warranty: On manufac- turer's standard form, in which manufacturer agrees to rep�ir or replace metal panel assemblies that fail to remain weatherfight, including leaks, [without monetary limitation] [Lip to cost limitation of seven dollars ($7.00) per square foot of covered area] [up to cost limitation of fourepm dollars ($14.00) per square foot of covered area] within [51 [10] [151 [201 years from date of Substantial Completion. C. Special Panel Finish Warranty: On Manufacturer's standard form, in which Manufacturer agrees to repair or replace metal panels that evidence dete- rioration of factory -applied finish within [251 years from date of Substantial Completion, including; 1, Ruoropolyriocr Two- Coat Systorw Specifier: Confirm warranted performance values below for custom colors. Second options in subliaagraphs below are for MBCI Brite -Red. a Color failing in excess of [51 [10] Hunter units per ASTM D 22,14. b. Chalking in excess of No. [81 [61 rating per ASTM D 4214, c Fa ' lure of adhesion, peeling, checking, or cracking. 2. Modified Sificore-Polvester T%vo-Coat System Specifier: Confirm warrantd perfOrclo8rice values below for cus-.orn colors. Second options in subparagraphs below are for MBCI Brite -Red. M8CI Polar White Polyester dries not carry a warranty against chalking. a, Color fading in excess of [51 (7] Hunter units per ASTI D 2244, for vertical applications. li� Color fading in excess of [7) [1011 itinter units per AS7M D 2244, for non-vartical applications. r� Chalking in excess of No. (8] (7) rating per ASTM D 4214, for vertical applications. d. Chalking in excess of No. JOI [51 rating per ASTM D 4214, for non -vertical applications. e. Failure of adhesion, peeling, checking, or cracking. PART 2 - PRODUCTS 2.11 MANUFACTURER Specifier: Retain basis of design manufacture, and products listed in this Article where allowed. If inserting comparable manufactures, carefulzy review products and engineering capabilities in relalion to requirements of this Section, to ensure that other Reproved mani-IfoCtUrers after products meet- ing M13CI's standards. & Basis of Design Manufacturer: MBCl Metal Roof and Wall Systems, Division of NCI Group, Inc.; Houston TX. Tel: (877)713-6224; Email: info @�mbci. com; Web: www.mbci.com. 1. Provide basis of design product[, or corriloarable product approved by Architect prior to bid]. 2.2 PERFORMANCE REQUIREMENTS A. General: Provide metal roof panel system meeting performance requirements as determined by appli- cation of specified tests by a qualified testing facil- ity on manufacturer's standard 3ssernblies. Specifier: Recycled Content paragraph below describes cal- culation utilized for LEED-NC Credit MR 4. Modify as tecluired to meet project recycled content requirements, or delete if EFFECTIVE APRIL 7.2� 14 SEE --iddi-ld FOR Us RFN,' iNFQRNIATION SU�,ECT 10 CHANGE WTHO,,n NOTICE LJLI-13 .!!i11111iffnZ_ N- T1177-1131111 "Id"I'l,"'Im, IN Pf ldd.. z e221 Hit -, T. 517 'c-lii?l Iddl-pi,li, IN 5Q0 7,1��,224 P dirik, A� titozlu 1,2� t TI 17 1 " 3 1111 111111111 -illi, IN eit`11-111' INI -""­ .. .... A"O'G L­,i,,k. YX -1. i,8 4W4 Fdr­­ w, - 7�� 1 - Ad,,, CA $-,15 - Ix 111,W - liti,ld-d. �A WA -12, PI N, GA �o.512�,24 fil,,Ndils TN 6X-2064224 I NY NX 55)­t5io,�, Ad.l. 114 lle-1 Ku�a ­­. I x N- vA �10�729 67,14 2 4 -1., CA d,13 81r'M�4 od-."A ol" 1121 All- CA $71512-6224 Niddi TIN KC�2C-6-6224 R..., NY 80, `59 r�22,11 Aid- GA V' 5 12 "2 MH,pW, TN e%'.206 6224 R NY Kt 5e�liW Z W =trr�C ed" S17 111. El., In 21.1 lark 0, Al. -.1, CA III-- Wilt- City, o,, ­­;"-�.,;.� it L- CA1. III ­,­ 21�)' '21 CR 01-I HE 6(o 45�l 6221 D.11- Ix soo 653 �22, OdAl HE �(* 45111622-1 �,d A -di., TX Arl-5.1 6221 D ,, x woo 3F 3 6 o.ilil NE 60l"Cli 121 Ad.d Tx 130 ;�ii 1- Ifcfal R(,o,( and 11,411 S.vstenls NIctal R(,of and 111,18 8,vvleurs Aferal Rot�fl Wall S.,,'Slcols recycled content requirements are Sti;)Lllatcd solely in Division No uncontrolled water pel ation at a static pres- 01 section "Sustainable Design Requi,enrents," sure of 12 lial ft. (575 Pa)� B. Recycled Content: For Steel Products: 1, Thermal Movements: Allow for thermal movements Idd- ... 11,. IN i?00-735-il-'24 P ­I�, A7. F, 11- rx 171-7 11,1211 IN 111`�-' "I �d, ture caused by thermal expansion and contraction. TIT 977�"l 3-F224 IddWt.p0d,. IN ICIJ-735 622,1 1 AZ di&­P,11,2�'4 caused by temperature differences from one side of Solar Reflectance Index for LEED projects. Retain Energy Star Ad I, CA 'cC 4 16 f 221 L.bl IN c. 'c3.1,221 Rwl VA 72,l d' 4 A ..I, GA u?,1 -5 Wbb,lk, TX lryi 768 62;1 Ri VA �0­129 Q241 . a A !W, 141 �U Ldb-k, U 80 l221 R illh rd V.,cQ 7"1 122- - - Checked by. A,� r ' N, GA M-512-24 R NY 8C�­55�-al AN-tt, 6. --112 6,2n IN 8,y. " _ -�2�4 N,,l,., III i,,k, -;9,1121 A I -A, GAIR-1-2,622A lill-,his, TH J0 �224 NY (R) Z. 0kl.%­CdY 01,(KfW71,221 Still - C:ly, UT Illl 1,71 �I(A 'V A', �,.,,rC ar"1111121 a." X 0-- City, OK N01) lo' , O -N.. HE City. U S'lt Ul 600,,374 2404 Silt, Ardl, i,, Tx 6221 A: ­,,CA8( 621,4-4 TX V,0-65-221. Ordill., NE Vdi-I.A 3 d Tli di'll-did,22t x 0-1 Sol A11-11. TX e, illetul Roof will Wal! S,yslents 11clial Ro(4'und I't"all Svsiems Metal Roof and It uN/1 S.V�tcnls SECTION 074113 Metal Roof Panels PART 1 - GENERAL 1.1 SECTION INCLUDES A, Trapezoidal -rib, snap joint, standing seam metal roof partels, with related metal trim and accessories. C. ASTM International (ASTM): ivvilvicastrin,org: 1. ASTM A 653 - Specification for Steel Shoot. Zinc - Coated (Gaivarized) or Zinc -Iran Alloy -Coated (Galvarnealed) by the Hot Dip Process. 2� ASTM A 755 - Specification for Steel Sheet. Metallic Coated by the Hot -Dip Process and Prepainted 1.2 RELATED REQUIREMENTS Specifier: If retaining this optional article, edit list below to correspond to Project. A� Division 01 Section "Sustainable Design Requirements" for related LEED general require- ments. B. Division 05 Section "Structural Steel Framing" for structural steel framing supporting metal panels. C. Division 05 Section "Steel Decking" for continuous Metal decking supporting metal panels. D. Division 05 Section "Cold -Formed Metal Framing" for cold-forrincid metal framing supporting metal panels. E. Division 05 Section "Cold -Formed Metal Trusses" for co(d-formed metal trusses supporting metal panels. F. Division 07 Section ["Thermal Insulation'] ["Roof Insulation"] for thermal Insulation installed under metal panels. G. Flivision 07 Section "Metal Wall Panels" for factory - formed metal wall [and soffit] panels. H. Division 07 Section "Sheet Metal Flashing and Trim" forformed sheet metal copings, flashings, reglets, and roof drainage items in addition to items speci- fied in this Section. L Division 07 Section "Manufactured Roof Specialties" for manufactured copings, reglets, and roof drainage items in addition to items specified in this Section. J. Division 07 Section "Joint Sealants" for field -applied joint sealants. K. Division 13 Section "Metal Building Systems" for steel framing supporting metal panels. by the Coil -Coating Process lot Exlenot �xposed Buil&ig Products. 3. ASTM A 792,'A 792M - Standard Specification for Steel Sheet. 55 */it Aluminurl Alloy -Coated by the Hot-D!p Process. 4. ASTM A 980 - Standard Specification for Steel, Sheet. Carbon, Ultra High Strength Cold Rolled. 5. ASTM C 645 - Specification for Nonsfructural Steel Framing Members. 6. ASTM C 920 - Specification for Elastorrene Joint Sealants, 7� ASTM D 1003 - Standard Test Method for Haze and Luminous Transmittance of Transparent Plastics. 8. ASTM D 2244 - Test Method for Calculation of Colci Differences from Instrumentally Measured Color Cooddicatos. 9, ASTM D 4214 - Test Methods for Evaluating Degree of Chalking of Exterior Paint Fill 10. ASTM E 1592 - Standard Test Method for Structural Performance of Sheet II Roof and Siding Systems by Uniform Static Air Pressure Differerce. 11. ASTM E 1646 - Standard Test Method for Water Penetration of Exterior Meta Roof Panel Systems by Uniform Stilic Air Pressure DZfference. 12. ASTM E 1680 - Standard Test Method for Rate of Air Leakage Through Exterior Meta! Roof Panel Systems. 13, ASTM E 1980 - Practice for Calculating Solar Refectancie Index of Horizontal and Low -Sloped Opaque Surfaces D Cool Roof Ratio Council ICRRCI: www coolroofs. org/productratingprogram.htmi: 1.3 REFERENCES Specifier: It retaining this optional article, edit list below to correspond to Project. A, American Architectural Manufacturer's Association (AAMA): www.aamrmelrorg� 1. AAMA 621 - Voluntary Specification-, for Hgh Performance Organk. Coatings or, Coil Coated Architectural Hot Dipped Galvanized (HDG) & Zil Alurninurn Coated Steel Substrates. 2, AAI,�IA 809.2 - Voluntary Specification Non -Dry iiq Sealants B. American Society of Civil Engineers (ASCE): wwwl. asce.org!codes-standards: 1, ASCE 7 - Minimum Design Locid�, for Buildings and Other Structures. 11. CRRC-1 -2008 - CRRC Product Rating Program. E. International Accreditation Service (IAS): 1. IAS AC 472 - Accreditation Criteria for Inspection Progrgms for Manufacturers of Metal Building Systems Part B. F. Underwriters Laboratories, Inc. (UL): www.til.com: 1. UL 580 - Tests for Uplift Resistance of Roof Assemblies G. US Environmental Protection Agency: www.energy- starigoviinclex.cfac 1. Energy Star Rtiflective Roof Products H. US Green Building Council (USGSC): WWW.LlSgbC.Org: 1. LEED - Leadership in Energy and Environmental Design (L.EFD) Green Building Rating Systems. i IVE APRE 7. 2l)14 SEE FOIE INFORNIA r1ol 1.4 ADMINISTRATIVE REQUIREMENTS A. Preinstallation Meeting: Prior to erection of fram- ing, conduct preinstallation meeting at site attended by Owner, Architect, manufacturer's technical repre- sentative, inspection agency and related trade con. tractors. 1 . Coordinate b0ding framing in relation to metal Panel system. 2, Coordinate openirgs and penetrations of metal partEN system. 3, Coordinate work or Division 07 Sections "Roof Specialtles" arid 'Roof Accessories' and openings and penetraions and manufacturer's accessories with installation of metal panels. 1.5 QUALITY ASSURANCE A. ManufacturerlSoul Provide metal roof panel assembly and accessories from a single manufac- turer providing fixed -base roll forming, and accred- ited III IAS AC 472 Part B. B. Manufacturer Qualifications: Approved manufac- turer listed in this Section with minimum five years experience in manufacture of similar products In successful use In similar applications. Specifier: Retain paragraph belcw:fOwner allows substil tions but rpqL)'r ' strict cl over qUiDlifying of substi�uted l as manufacturc-S. l.Ap�)ro,.,alofCorr!parab]ePro(lucts: Submitthe follow- ing in accordance with proiect substitution require - Ell within Ill me a lowed for substitution review: a. Product data, inclicilng certified independent te�c data indicating compliance with requirements. b, Samples of Each car" poner c. Samplp submittal from similar project. (1, Projeo, references: Minimurn of five installations not less than five years did, with Owner and Archilele! contact information. e. Sample warranty. I, [AS AC 472 certificate. 2, Substitutions following award of Contract are not allowed except as Stipulated in Division 01 General Requirements ' 3. Approved manufacturers must meet sepn,ate mquire- ments of Submittals Article., Specifier: Review of manufacturers' qualiltving of installers is recommended for larger [)rejects. MBCI requires Installer and supervisor certification when project requirements include extended warranty. C Installer Qualifications: Experienced Installer [cl fied by metal panel manufacturer] with minimum of five years experience with successfully completed projects of a similar nature and scope. 1. Installer's Field Supervisor Expenended mechanic,, [certified by metal panol manufaclul supervising work on site whenever work is underway. Specifier: Retain paragraph below and edit as appropircite, fair Federal projects and for public vvorks nrojects utilizing Federal SJEJECT !0 C"A,HGE li::HOU * N1,11 ICE Ju�ll I l 12 �F E FOR GUEHEN 1 RF0­A'!cN �UBJIFcT TO Ci4ANuF�,T,1OliTN0T1GR EFFECTIVE APR!- 7. 2014 funds ' C0`ISLJt with project Contracting Officer Coordinate with, Submittals Article. D. Buy American Compliance, Materials provided under work of this Section shall comply with the fol- lowing requirements: 1. BuyArnerican Actof 1933 BAA -41 U.S.0 §§ 10a - 10d 2, Buy American provisions of Section 1605 of the American Recovery and Reinvestment Act of 2009 (ARRA). 1.6 ACTION SUBMITTALS A. Product Data: Manufacturer's data sheets for speci- fied products. Specifier: Retain and edit below to comply with Project requirements for LEED or other SUstainable design require. ments. B. LEED Submittals: 1, Credit SS T2 Heat Island Effect - Roof Pioductdata indic2fing comp13rice with solar reflectance index requirement 2. Credit MR 4 Recycled Content. Product data indicating the following: a Matri.ril costs for each product having recycled content. It. Percentages by weight of post-constumer and pre - consumer recycled content for each item. c. Total' weight of products provided. C. Shop Drawings: Show layouts of Metal panels. Include details of each condition of installation, panel profiles, and attachment to building. Provide details at a minimum scale 1 -112 -inch per foot of edge conditions, joints, fastener and sealant place- ment, flashings, openings, penetrations, roof acces- sories, lightning arresting equipment, and special details. Make distinctions between factory and field assembled work, 1 . Indicate poInts, of supporting structure that must Coor- dinate with metal panel system installation. 2. Include daL):ndiuit!ng compliance with performance reQUiromers. 3, include structural data indicating compliance with requirements of at rooritles having jurisdiction. D. Samples for Initial Selection: For each exposed product Specified including sealants, Provide repre- sentative color charts of manufacturer's full range of colors. E. Samples for Verification: Provide 12 -inch- (305 mm-) long section of each metal panel profile. Provide color chip verifying color selection. 1.7 INFORMATIONAL SUBMITTALS A. Product Test Reports; indicating compliance of products with requirements, witnessed by a profes- sional engineer. B. Qualification Information: For Installer firm arid Installer's field supervisor, C, IAS Accreditation Certificate: Indicating that manu- facturcir is accredited under provisions of IAS AC 472. Specifier: Retain one or more of three paragraphs below ivIren required 'or pro.ert. D. Buy American Certification: Manufacturers' let- ters of compliance acceptable to authorities having jurisdiction, indicating that products comply with requirements. E. Florida State Building Code Certificate. F. Manufacturer's WarraI Sample copy of manufac- turer's standard warranty. 1.8 CLOSEOUT SUBMITTALS A. Maintenance data. B. Manufacturer's warranty: Executed copy of manu- facturer's standard warranty. 1.9 DELIVERY, STORAGE, AND HANDLING A, Protect products of metal panel system during ship- ping, handling, and storage to prevent staining, dent. Ing, deterioration of components or other damage. Protect panels and trim bundles during Shipping. 1. Deliver. unload, store, and erect metal panel system and -a,-r,.eSSory iterns without rosshaping panels or exposing panels to surface damage from weather or construction Operations. 2. Store in accordance with Nlanufacturer's written instrUctions Provide wood collars for stacking and handling in the field 1.10 COORDINATION A, Coordinate sizes, profiles, and locations of roof curbs and other roof -mounted equipment and roof penetrations, based upon sizes of actual selected equipment. 1.11 WARRANTY Specifier; Warranty terms below are I c from MBCI. Verify that other allowable manufacturers furnish warranty meeting rcqLiir(,m(,,nt,., A. Special Manufacturer's Warranty: on manufac- turer's standard form, in which manufacturer agrees to repair or replace metal pindel assernblies that fall in materials and workmanship within one year from date Of Substantial Completion. Specifier: MBCI's optional single source weathertightness warranties below are available tor projects installed by an MECI-cenified Installer under inspection by an MBCI field led)- nical representative. MBCI representative car) provide warranty cost estimate for dosired combination of cost Mitation and period of vai: I anty desced by owner, B� Special Weathertightness Warranty: On manufac- turer's standard form, in which manufacturer agrees to rep�ir or replace metal panel assemblies that fail to remain weatherfight, including leaks, [without monetary limitation] [Lip to cost limitation of seven dollars ($7.00) per square foot of covered area] [up to cost limitation of fourepm dollars ($14.00) per square foot of covered area] within [51 [10] [151 [201 years from date of Substantial Completion. C. Special Panel Finish Warranty: On Manufacturer's standard form, in which Manufacturer agrees to repair or replace metal panels that evidence dete- rioration of factory -applied finish within [251 years from date of Substantial Completion, including; 1, Ruoropolyriocr Two- Coat Systorw Specifier: Confirm warranted performance values below for custom colors. Second options in subliaagraphs below are for MBCI Brite -Red. a Color failing in excess of [51 [10] Hunter units per ASTM D 22,14. b. Chalking in excess of No. [81 [61 rating per ASTM D 4214, c Fa ' lure of adhesion, peeling, checking, or cracking. 2. Modified Sificore-Polvester T%vo-Coat System Specifier: Confirm warrantd perfOrclo8rice values below for cus-.orn colors. Second options in subparagraphs below are for MBCI Brite -Red. M8CI Polar White Polyester dries not carry a warranty against chalking. a, Color fading in excess of [51 (7] Hunter units per ASTI D 2244, for vertical applications. li� Color fading in excess of [7) [1011 itinter units per AS7M D 2244, for non-vartical applications. r� Chalking in excess of No. (8] (7) rating per ASTM D 4214, for vertical applications. d. Chalking in excess of No. JOI [51 rating per ASTM D 4214, for non -vertical applications. e. Failure of adhesion, peeling, checking, or cracking. PART 2 - PRODUCTS 2.11 MANUFACTURER Specifier: Retain basis of design manufacture, and products listed in this Article where allowed. If inserting comparable manufactures, carefulzy review products and engineering capabilities in relalion to requirements of this Section, to ensure that other Reproved mani-IfoCtUrers after products meet- ing M13CI's standards. & Basis of Design Manufacturer: MBCl Metal Roof and Wall Systems, Division of NCI Group, Inc.; Houston TX. Tel: (877)713-6224; Email: info @�mbci. com; Web: www.mbci.com. 1. Provide basis of design product[, or corriloarable product approved by Architect prior to bid]. 2.2 PERFORMANCE REQUIREMENTS A. General: Provide metal roof panel system meeting performance requirements as determined by appli- cation of specified tests by a qualified testing facil- ity on manufacturer's standard 3ssernblies. Specifier: Recycled Content paragraph below describes cal- culation utilized for LEED-NC Credit MR 4. Modify as tecluired to meet project recycled content requirements, or delete if EFFECTIVE APRIL 7.2� 14 SEE --iddi-ld FOR Us RFN,' iNFQRNIATION SU�,ECT 10 CHANGE WTHO,,n NOTICE LJLI-13 .!!i11111iffnZ_ N- T1177-1131111 "Id"I'l,"'Im, IN Pf ldd.. z e221 Hit -, T. 517 'c-lii?l Iddl-pi,li, IN 5Q0 7,1��,224 P dirik, A� titozlu 1,2� t TI 17 1 " 3 1111 111111111 -illi, IN eit`11-111' INI -""­ .. .... A"O'G L­,i,,k. YX -1. i,8 4W4 Fdr­­ w, - 7�� 1 - Ad,,, CA $-,15 - Ix 111,W - liti,ld-d. �A WA -12, PI N, GA �o.512�,24 fil,,Ndils TN 6X-2064224 I NY NX 55)­t5io,�, Ad.l. 114 lle-1 Ku�a ­­. I x N- vA �10�729 67,14 2 4 -1., CA d,13 81r'M�4 od-."A ol" 1121 All- CA $71512-6224 Niddi TIN KC�2C-6-6224 R..., NY 80, `59 r�22,11 Aid- GA V' 5 12 "2 MH,pW, TN e%'.206 6224 R NY Kt 5e�liW Z W =trr�C ed" S17 111. El., In 21.1 lark 0, Al. -.1, CA III-- Wilt- City, o,, ­­;"-�.,;.� it L- CA1. III ­,­ 21�)' '21 CR 01-I HE 6(o 45�l 6221 D.11- Ix soo 653 �22, OdAl HE �(* 45111622-1 �,d A -di., TX Arl-5.1 6221 D ,, x woo 3F 3 6 o.ilil NE 60l"Cli 121 Ad.d Tx 130 ;�ii 1- Ifcfal R(,o,( and 11,411 S.vstenls NIctal R(,of and 111,18 8,vvleurs Aferal Rot�fl Wall S.,,'Slcols recycled content requirements are Sti;)Lllatcd solely in Division No uncontrolled water pel ation at a static pres- 01 section "Sustainable Design Requi,enrents," sure of 12 lial ft. (575 Pa)� B. Recycled Content: For Steel Products: 1, Thermal Movements: Allow for thermal movements Postconsumer recycled content plus one-half of from variations in both ambient arid internal temper- preconsurner recycled content not less than [25] atures. Accommodate movement of support struc- percent. ture caused by thermal expansion and contraction. Specifier: Retain one or more rectative. prooedy performance Allow for deflection and design for thermal stresses subpavagraphs below based on pirciect requ laments, Retain caused by temperature differences from one side of Solar Reflectance Index for LEED projects. Retain Energy Star the panel to the other. reference for projects seeking Energy Star rating; products LLI I be listed on EPA Energy Star website. Retain CRRC compliance for projects required to comply with CEC rel ments. Verify values with manufacturer for selected panel. finishes Confirm that Energy Code requirements are also met by below. C. Radiative Property Performance: 1. Solar Reflectance Index: Minimum 78 for roof slopes of 2:12 or less and 29 for roof slopes greater than 2:12 under medium wind conditions, per ASTM E 1980. 2. Eneray Stir Qualified: Listed on USDoE ENERGY STAR Roof Products Qualified Product List 3. Energy Performance: Listed in CRRC Rated Product Directory, with marinum properties as required by applicable Energy efficiency or High -Performance Green Building standard. D. Structural Performance: Provide metal panel assemblies capable of withstanding the effects of indicated loads and stresses within limits and under conditions Indicated: Specifier: Consult structural engineer and ed;t below as required by loca: code. s, Insert structural data below if not incli- called on drawings. Select applicable deflection limit. 1. Wind Loads: Determine loads based or unJorm pressure, importance factor, exposure category, and basic wind speed indicate(] on drawings. a, Wind Uplift Testing: Certify Capacity of mptql panels by actual testing of proposed assembly per ASTM E 1592. 2, Snow Loads: L_ of/sq, lf�. (_ Fall [As indicated] 3. Deflection Limits: Withstand inward and outward wind -load design pressures in accordance with applicable building codowith maximum deflection of [11120] [11180] If '240] of the spao with no evidence of failure. 4. Seismic Performance Comply with ASCE 7, Section 9, 'Earthquake Loads." E. Wind Uplift Resistance: Comply with UL 580 for wind -uplift class ILI [UL -601 (UL -901. F� Florida State Building Code Compliance: Comply with requirements of Florida State Building Code. www.floridabuilding.orglprtpr-app- srch.aspx G. Air Infiltration, ASTM E 1680: 1, Maximilian 0,25 cfm!sq. ft. (1.27 US per sq m) at stat- ic -air -pressure difference of 6,24 Ibf/sq ft. (300 Pa)� 2. Maximum 0.50 cfo)!sl fil (2.54 Us per sq. m) at sal - c -air -pressure difference of 12A0 lbflsq� ft (575 Pa) H. Water Penetration Static Pressure; ASTM E 1646: 2.3 METAL ROOF PANELS A. Snap Joint, Concealed Fastener, Trapezoidal Seam Metal Roof Panels: Structural metal roof panel consisting of formed metal sheet with raised tl ezoidal ribs at panel edges, installed by lapping and interlocking edges of adjacent panels. and mechani. cally attaching panels to supports using concealed clips and fasteners in a weatherfight installation. 1� Basis of Desigm MECI. Uji virmv,mbri.cornt' LlItra&*.htm1. Specifier: Material description below corresponds to BEC Intenlationdi, Inc, litipJ/cialvalurne cont! Galvaluine substrate, available prepainfed from MBCI. Second paragraph below, describes Galvalurre, Plus with clear acrylic coating for use as exposed metallic finish. 2, Aluminum-Ttic Alloy -Coated Steel Sheet: ASIM A 792!A 792M, structural quality, Grade 50, Coaling Class AZ50 (Grade 340, Coating Class AZM150), prepainted by the coil -coat ng process per ASTIM A 7551A 755M, 1 Aluminurn-Zinc Alloy -Coated Steel Sheet: ASTM A 7921A 792M, structural quality, Grad. e 50, Coating Class AZ55 (Gradr. 340, Coaling Class AZM165) unpainted Gavalurre Plus coating Specifier: Prior to selecting metal thickness and panel thick- riess below, Consult manufacturer's span tables an(] review selection against panel thick.ness requirements and span car- dition. Select appropriate panel configuration to meet require- trents of design wind pressure. Importarr Consult this cord ment when specifying gauge with the intent that it meet a pre- scriptive decimal thickness requirement in addition to strength performance reclitreolens. (Click Here ta View) Metal panels (,;a not provide diaphragm strength for building stabil ly. a, Nominal Coated Thickness: [26 gage] [24 gage] 122 gagel, b. Panel Surface: [Smooth with minor nbs in pan! [Stucco embossed with striations in pan]. c. Exterior Finish tModified siicodne-polyecter two - coat systeral [Fluaropolymer two -coat system] [Flunropolymer two -coat metallic color systern] [Exposed Galvalume Plus coating] & Color: [As indicated] [As selected by Architect from manufacturer's standard Colors] Match Archtcct's custom color]. 4. Panel Width: [12 inches (305 mm)] [18 !robes (457 rntl [24 inches (610 mrn ')I, 5. Panel Seam Height. 3 inch (?6 rrI ---'r "I'lloll! INIMCE ErrEcTr4cApddi ? 20" 6. Joint Type: Snap joint. Specifier: Ali(! undeclayment rnate.ria!s if requi-ed for project, MBCI Utra-Dek is ,, watertight Structural panel that does not rely upon Underlayment materials for waterproofing. Retain slip Sheet when recommended by manufacturer for separating metal panels from underlayment or sUbStrate materials. 2AMETAL ROOF PANEL ACCESSORIES A. General: Provide complete Metal roof panel assem- bly Incorporating trial, capings, fasciae, gutters and downspouts. and miscellaneous flashings, in [man- ufacturer's standard profiles] [profiles as indicated]. Provide required fasteners, closure strips, thermal spacers, splice plates, support plates, arid sealants as indicated in manufacturer's written instructions. B. Flashing and Trim: Match material, thickness, and finish of metal panel face sheet. C. Panel Clips: Provide panel clip of type specified, at spacing Indicated on approved shop drawings. roof panels. 2.5 FABRICATION A. General: Provide factory fabricated and finished metal panels and accessories meeting performance requirements, indicated profiles, and structural requirements. B. Fabricate I panel joints configured to accept factory -applied sealant providing weathertight seat arid preventing metal -to -metal contact and minimiz- ing noise resulting from thermal movement. C. Form panels in continuous lengths for full length of detailed runs, except where otherwise indicated on approved shop drawings. 0. Sheet Metal Flashing and Trim: Fabricate flash- ing and trim to comply with manufacturer's written instructions, approved shop drawings, and project drawings. Form from materials matching metal panel substrate and finish. 1, Two-piece Floating ASTNI C 645, with ASTM A 653/A 653M, G90 (Zl 801 hot -dip galvanized zinc coating, Configured For concealmert in parel joints, and identical to clips utilized in tests demonstrating compliance with performance requirements 2, Single -Piece Fixed: ASTM A 980 with zinc electro- plated galvanized coating D. Panel Fasteners: Self -tapping screws and other acceptable corrosion -resistant fasteners recorl mended by roof panel manufacturer. Where exposed fasteners earlier be avoided, supply fas- teners with EPDM or neoprene gaskets and heads matching color of metal panels by means of factory - applied coating. E. Joint Sealers: Manufacturer's standard or recom- mended liquid and preformed sealers and tapes, and as follows: 1 - Factory -Applied Seam Sealant: Manufacturer's standard hot -melt type. 2. Tape Sealers: I`.4mufac!urer*s standard non -curing bul tape, AAMA 8092 Specifier: Retain one or more of the following four optional paragraphs as required by Project. F. Steel Sheet Miscellaneous Framing Components: ASTM C 645, with ASTM A 6531A 653M, G60 (Z180) hot -dip galvanized zinc coating. G. Light Transmitting Panel: Manufacturer's standard UV -resistant translucent panel, 24 -inch. (610 mm-) wide, white, with measured haze value of 90 percent or greater when measured in accordance with ASTM D 1003. K Roof Accessories: Approved by metal roof panel manufacturer. Refer to Section 07 72 00 "Roof Accessories" for requirements for curbs, equipment supports, roof hatches, heat and smoke vents, ven- tilators, and preformed flashing sleeves. 1. Snow Guards: Approved by metal roof panel manu- 2.6 FINISHES A, Finishes, General: Prepare, pretreat, and apply coat- ing to exposed metal surfaces to comply with coat- ing and resin manufacturers' written instructions. Specifier: Retain one or more of the following three fin- ish paragr3phs as applicable to the proi Coorcinato with Wananty article in Part 1, B. Modified Silicone-Poiyester Two -Coat System: 0.20 - 0.25 mil primer with 0.7 - 0,8 1 color coat[, meet. ing solar reflectance index requirements]. 1, Basis of Design: MBCI, Signature 200. Specifier: IvIBCI's fluoropolyrner coatings are based on Arkomq, Inc. Kynar 500 -land Solvay Soloxis Hylqr 500 PVF2 rosins. C� Fluoropolymer Two -Coat System: 0.2 - 0.3 1 primer with 0.7 - 0.8 170 percent PVDF flucropoly- met color coat, AAMA 621[, meeting solar reflec- tance index requirements). 1. Basis of Design: MBCI, Signature 300. D. Fluoropolyrier Two -Coat Metallic System: 0.2 - 03 mil primer with 0.7 - 0.8 mil 70 percent PVDF metal - I ic fluoropolymer color coat, AAMA 62% meeting solar reflectance index requirements], 1, Basis of Design: MBCI, Signature 300 Metai;c. E, Concealed Finish: 0.5 mil total dry film thickness consisting of primer coat and wash coat of Mal facturer's standard light-colored acrylic or polyester backer finish - PART 3 - EXECUTION 3.1 EXAMINATION A. Examine metal panel system substrate and sup- ports with Installer present. Inspect for erection lot- erances and other conditions that would adversely affect installation of metal panel installation, facturer. Refer to Section 07 72 53 "Snow Guards" for requirements for snow guards attached to metal EriEmEl� AlPil 1. 20,14 H sliC E',T To rHANr,,E MI TEOUI HOTtU L r- 1," 1, Inspect metal panel support substrate to determine K support components are installed as indicated on -approved shop drawings. Confirm presence of acceptable supports at recommended spacing to match installation requirements of metal panels. 2, Parlet Support Folerancas� Confirm that panel sup- ports are within tolerances accell to metal panel system manufacturer but not greater than the follow - in g: a . cl inch (6 mi in 20 foot (6.1 m) in any duer, tion. b. 3!8 inch (9 Trion) over any single roof plane. B, Correct out -of -tolerance work and other deficient conditions prior to proceeding with insulated metal roof panel system installation. 3.2 PREPARATION A. Miscellaneous supports: Install subfiramil girts, furring, and other miscellaneous panel support members according to ASTM C 754 and mardull turer's written instructions. B� Flashin", : Provide flashings as required to com- plete metal roof panel system. Install in accordance with Section 07 62 00 "Sheet Metal Flashing and Trim" anti approved shop drawings. 3.3 METAL PANEL INSTALLATION A, Snap -Joint, Trapezoidal Standing Seam Metal Roof Panels: Install weathertight Metal panel system in accordance with manufacturer's written instruc- tions, approved shop drawings, and project draw_ ings. Install metal roof panels in orientation. sizes, and locations indicated, free of waves, warps, buck- les, fastening stresses. and distortions, Anchor panels and other csmponants securely In place. Provide for thermal and structural movement, B. Attach panels to supports using clips, screws, fas- teners, and sealants recommended by manufacturer and indicated on approved shop drawings. 1 . FsStem metal panels to supports with concealed clips at each location indicated at,. approved shop draw- ings, with spacing and fasteners recommended by manufacturer. 2� Snap Joint. Nest standing seams and fasten togeth- er by riterlorking and completely engaging factory - applied sealant. 3. Provide weatherproof jFoks for pipe and conduit penet!aling nietal panels of types recommended by rna,,.ufacturer. 4, Dissimilar Materials: Where elements of metal panel systern will come into contact with dissimilar mailed- als, treat faces and edges it) contact with dissimilar materials as recommen cled by manufacturer accessories using recommended fasteners and joint sealers, with positive anchorage to building, arid with weather tight mounting. Provide for thermal expansion. Coordinate installation with flashings and other components. 1 � Install components required for a complete metal panel al,serrbly: incliming trim, copings, flashings, sealants, closure strips, and similar Items. 2, Comply with cle.lails of ass". blies Utilized to eslab- lish compliance with performance requirements arid manufacturer's written installat or insti uctions. 3. Provide Concealed fasteters except where noted on approved shop clavilings. 4. Set units true to line and level as indicated, Install work with laps, joints, and seal thatwill be perl nently weather resistant. S. Joint Sealers! Install joint sealers where indicated and where required for weathertight performance of metal panel assemblies, in accordance with manu- facturer's written instructions. 1 . Prepare joints and apply sealants per requirements of Division 07 Section "Joint Sealants." 3.5 FIELD QUALITY CONTROL Specifier: Retain paragraph below and edit options when scope and complexity of metal roof panel installation juslifios independent inspection and testing provisions A. Testing Agency: [Owner will engnigel [Engage] in independent testing and inspecting agency accept- able to Architect to perform field tests and inspric- tions and to prepare test reports. 3.6 CLEANING AND PROTECTION A. Remove temporary protective films immediately in accordance with metal roof panel manufacturer's instructions. Clean finished surfaces as recom- mended by metal roof panel manufacturer. S. Replace damaged panels and accessories that can- not be repaired to the satisfaction of the Architect. END OF SECTION 3.4 ACCESSORY INSTALLATION A. General: Install metal panel trim, flashing, and 'Ul NO I oa UD�1� SEE .-W cold For, C,­4ZRl " IN, ORM"OH SUl EHANCE . - EFFEC" VVE APRIL E2E'1 Q) C!I .En c" od, C - '4 lix" Cq It< ad, K Q C-5, ta) -z: -C-Z 3!3 4ZI Q tz, C 6C F� 14 %. cz 0 L?l L2 1-1 X �,,Q N tj I- 11 oi! M ltlz L2 111:1 %�J Ld ifi IZ: CD Z 0 tl IUI C) LLI (�J' LLJ Scale: NOT TO SCALE Dro wn by. Checked by. Project Engineer: Job Number: Erection Guide Sheet Number: ULD3 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A pi Horuton. T% RI? >t3 h224 Int naPolr .. IN 443 ?35-6,24 PRoanix, AZ Y 3 f 4 �Iy Ibuatnn. T% l i :24 Ind ii IN W, -736.,Z"4 Phnenrn , NYd 'J - 4 Hcastn 623 : C L4 ! r p 1 tN R -R 11 Rrh d, 95 5.:6224 I N Adan GA9p, 44_; b22q Leal "l , IN 9,0 7984,224 Richmond VA rJ '. + '•4J�1 Ad I, GA arl 4 t• 24 Luhb k TX (k-, -t 25 RIc"mond VA ::2q Adei GA 623 4 f2 3 L bb N TX'- ) R'chm d VA 0' .250224 Aflanla GAR r ,.1 bi M,m,M1 IN :,O-1:�6�;L24 ROrna. NV pblr a 2.O Atlanta, GA ] 1251'.4 Mp p a IN N':0 2:6 4 [4 Roma NV ity, 5 f d4 Af ant, f 4 Ar -Ont.. T 1, 2 4 Rona NY 1l 5224 ((�� AeaMnr GA C3 5 Q 12+ Okl b . Ciry, ON r ! - Sap Laka G ty UT Ale ,I 1-24r:4 Atwata CA 51 53"4 i, .rty OK f .?E2?d 611t L C' U1 ,62 LI4 ^e4J4 Alwaier C V 6 I'll W I fq day' K rµ,. , .J:'24 yak Lake C ty Ol } ]'-24(;4 ® V D,l as TX 3,4.5..5 6>l . On aM1a, NE 4:.0 159 R11 Sen Antonio T% C Dall,a. T%a..ts -I[-: Dna a, NF F,;:t, 4:,N ,1.4 Sart Antonip T% rk' :a6�b12J 4Y -F,'"124 Dn as TY „0 ^4 _... On,at,. NF Sit 15.62[4 Sar, gntpn o, TX 6..: 594.8224 , Afetal Roof and WIN Systems Akio/ R„o(' and ItVal/ S'.1's'tenzs ltletul it and liid1 .4'vcfls GENERAL DESCRIPTION --- 24", 18", 12" -�f-... h MALE i FFtv1ALE RIB 3^ RIB Coverage Width - 24" with minor ribs - prepunched 6 holes 18" with minor ribs - prepunched 5 holes 12" no minor ribs - no punching Minimum Slope - T!4: 12 Panel Attachment - Low, high (fixed, sliding) Panel Substrate - Galvalume�'(standard) Gauge - Standard: 24 Optional: 22 Finishes - Smooth or embossed with minor ribs Coatings - Signaturer"-' 200, Signature" 300, Signatures 300 Metallic PRODUCT SELECTION CHART FINISH SIGNATURE'S 300 51GNATURE� 300 SiGNATUREV 200` GALVALUME PLUS" Uninsulated - HW -1472 ❑ tv;• // // �� f � METALLIC s% use with clips (Except 12") use with clips -�`----- 12" ,fi' 24" - ----- - Nous! T%E 7-1,-21 indmneW b.IN 6^C T95 6?24 _, ;z"_ ��� 24 22 26 24 22 PRODUCTUa,G Clip Utility 24" ❑ rte ';; 5 8'-0" length 18" ❑ ' 14 gauge painted Atlsrba GA i - 4 Ga. Ga. Ga. Ga. Ga, Ultra-Dek24" andl high clips'.,- 1 i11.111Z // attaching panels to substructure at rind - ry point • For applications over Ir Atlanta. GA1 61[-6224 IN d ':: 2(E " t r00 a solid deck. f i i y h i Wide18" O in 3" LONG Uninsulated - HW 1446U ❑ HW -7617 ❑ HW 20P ;_] ffGa. Insulated WN -14451.1 LJ "Total GI L ,1Vlme' . ShUVid UC C i' { ted I., E'aC. F J - t caso, J the b lt'c '1 le 1 t ape :atu C d 1 C Ea t OI h ,1 a . Ch h -.ff 1 at l p.' j gauge painted ✓Uf('tal Roof and W(tlf St y1eiP7.y Wide. Use as mid -point endlap Use as mid -point er lap /// when attaching panels to at mid -point a 5d' --f � i // ; - when attaching panels to substructure at mid -point /substructure Q • A • o in w 12" Wide Triple Bead a'+e" x 2'b" x 20 color • Used at valleys and roof curbs HW -502 ❑ HlN 7662 ❑ ,a HW -76:6. ❑ Rake Support, Low 20'-0" length 14 Rake Support, High 5,onatuas reli-edi l:rrwk of INC IGroup INC G} AumeP cr,r. ("a,d F btatud trade rrk of alEG Int. !toInc. }: n I vn tail .d .ale T C' aflame no'c }lilt Tad ar c r I ch c It n t the Ualy ':.r 4 s) o 'n7 sub'. <!>va'hrve }nttl. 2ron f rn . l,. ' r,-abng i,, !. o a, I :.,t,t to d Fferen; a! Weathanirg atter r d e'. !r d, fat t, r a-fr s .. Y appear 1 bE d� Brent sH' :P. <l. a FAit"" ,]!,feting h r9 t-,' St R a 50ne atenl appearance a required. ?.'F Cl f-ramelMA that pre-pairlsO panels be used !n iaso Of Cal 31 -me PlusR Shade anatic.r I, panels n ufar.t. e< from caivalum PiuY : r;dated material do not d1nlnlsn, thr,, structural !ntegnty of the, it"Oet. Thaw shade Var.atlen5 shou'.d be anticipate-„ and are not a Cause for rcl,ectior. • - Available in any quantity. ■ - Minimum quantity may be required. Signatures' 200 White only 24 Ga, is available in all widths, at any quantity. Other colors, finishes, gauges, and materia!; available: please inquire. CAUTION TIC. -`"i N 1....dt I .lrc..-,_ +I�� ,t .....- ErFECrI'JE APRIL 7, 2(:14 $EE www.mbd.cmn Fu,'. OURRENT INF)RIANHON 9U9..ECT rG CHANQlE W2, el"L 7 IX1l0E VD -1 PRODUCT CHECKLIST Ultra -De it 24 or 22 gauge 2" Sliding Clip. Low 24", 18", or 12" Panel Factory -applied mastic Uninsulated - HW -1472 ❑ tv;• // // �� f � Pre -punched s% use with clips (Except 12") use with clips -�`----- 12" ,fi' 24" - ----- - Nous! T%E 7-1,-21 indmneW b.IN 6^C T95 6?24 _, ;z"_ ��� g- Light Transmitting Panel, UL 90 2" Sliding Clip, High HW -7600 ❑ HW -234 U Ultra-Dek"' (24" wide) Reinforced/UV Resistant Acrylit Clip Utility 24" ❑ rte ';; 5 8'-0" length 18" ❑ ' 14 gauge painted Atlsrba GA i - 4 12,: LJ 1,,., r .9 ,,.. #Il 3'•H' W, 1 Clip -Low I , HW -2102 IJ HW -2104 ❑ tight Transmitting Panel, UL 90 Ultra-DPkil (24" wide) Reinforced.1)V Resistant Acrydit HW.2o0 ❑i ii 1 Field Installed LTP Kit 41 I Fixed Chp-Nigh • B' 0" length ' 14 gauge painted Eave Plate, Hich / (I 1o'<r LnNra Uninsulated - HW -1472 ❑ tv;• // // �� f � gauge painted Factory slots 'For high s% use with clips Insulated - HW -1473 (J use with clips ��.�.� • Special applications Nous! T%E 7-1,-21 indmneW b.IN 6^C T95 6?24 _, ;z"_ ��� k 11F" x Light Transmitting Panel, UL 90 t HW -7600 ❑ HW -234 U Ultra-Dek"' (24" wide) Reinforced/UV Resistant Acrylit Clip Utility For applications that do not require the 3a rte ';; 5 8'-0" length . / ' 14 gauge painted Atlsrba GA i - 4 insulation clearance provided by the low 1,,., r .9 ,,.. #Il Riveted Rail LTP Lu ­ rt, 1X',ri7' _ Luo rrs Use at eave when Adam GAA77 4 andl high clips'.,- 1 i11.111Z // attaching panels to substructure at rind - ry point • For applications over Ir Atlanta. GA1 61[-6224 IN d ':: 2(E " t r00 a solid deck. f i i y h i sa11Lk fYIIT - a 2454 O in 3" LONG Uninsulated - HW 1446U ❑ HW -7617 ❑ HW 20P ;_] HW7618 ❑ Insulated WN -14451.1 LJ "Total GI L ,1Vlme' . ShUVid UC C i' { ted I., E'aC. F J - t caso, J the b lt'c '1 le 1 t ape :atu C d 1 C Ea t OI h ,1 a . Ch h -.ff 1 at l p.' j "Fioatin 3 of os have a ma urn of l m en,c a , ,d! c x n r;,,da y .... ..... !"gh „ ir.-, .nen the Vster- IS ':'stalled Gval bar iG sl sub {farnmcl. afEvrww.mbci-dr.. H,P JURRENr INFDRR'ATior, iB.. JT TO C-AFtGE wITI-ojT NOT -CE EF-KTP✓E APRIL 7. 2014 PRODUCT CHECKLIST Eave Piate. Low • B' 0" length ' 14 gauge painted Eave Plate, Hich / 8'-0" length 14 / Factory slots For law tv;• // // �� f � gauge painted Factory slots 'For high Houvfo TX `77.113-522,1 use with clips ///��I j use with clips ��.�.� • Special applications Nous! T%E 7-1,-21 indmneW b.IN 6^C T95 6?24 _, ;z"_ ��� k 11F" x Atle1,4 44 1 t HW -7600 ❑ NouaY , TX 9>' It s-522+ HW -76':6 ❑ Floating Eave Plate, Low 8'-0" length Floating Eave Plate. High 8'-0" length ,8 gauge Galvalun e ' 14 gauge painted Atlsrba GA i - 4 1.1 gauge painted ft- Rortre NY 15 &, ' Use at cave when Lu ­ rt, 1X',ri7' _ Luo rrs Use at eave when Adam GAA77 4 attaching panels to substructure at mid- 1 i11.111Z // attaching panels to substructure at rind - ry point // point Atlanta. GA1 61[-6224 IN d ':: 2(E " t r00 Renin, NY 0 . SAIL - CAI, at 8o' IT`- 1104 AMa,er CA A 1' 6114 41iz" sa11Lk fYIIT - a 2454 O V Oalles. TX �.rO, .,- :a} HW -7617 ❑ Ban Mmr iq T% .R059d•3,24 HW7618 ❑ Mid Slopo Fixed Plate, Low • 6'-0" length Mid -Slone Fixed Plate, High • 8'_0^length 14 gauge painted ✓Uf('tal Roof and W(tlf St y1eiP7.y 14 gauge paintad Use as mid -point endlap Use as mid -point er lap /// when attaching panels to at mid -point a 5d' --f � i // ; - when attaching panels to substructure at mid -point /substructure Q i �� Triple Bead o in w Panted to match roof Triple Bead a'+e" x 2'b" x 20 color • Used at valleys and roof curbs HW -502 ❑ HlN 7662 ❑ ,a HW -76:6. ❑ Rake Support, Low 20'-0" length 14 Rake Support, High 20'-0' length 14 gauge painted "'l gauge painted • Factory slots For use with low • Factory slots For use with high \ \ clips 4.2` Closdre has no minGr ribs. cl#a5 -442 (12") HW -575(1")❑ Ultra -Delo 0CI1s Use with Ultra-Dek • F - 21, HW -7710 171 41 n ❑ Rake Support, Utility 20'-0 length Curb Floating Eave Plate, High 84 length • 14 gauge p :r I-�d White HW' -540 ❑ ure ' 14 g<-1.� painted • Factory slots Gray 1-11V1,1-5411 ❑ • Factory slots • For use with utlity r / • For use at high side i.;ti. ' clips Z;a• i. / curb panel lap H`v'Y-213 ❑ S-5!T'a Ultra-DekO Wind Clamp • Use at clip locations to Double Faced Tape • 1'✓s' x 180' rolls provide additional panel HW -7722 ❑ HNl-7655 ❑ FF'FF("IVE AFRIL +.'✓'?1a 9FEwww mhcf can `OR "`:REN' INFORMATION Aletal Roo( and Wall S1tSIC170 Inside Closure High Side Eave Trim Tape Sea?or - Minor Rib Used to fill void at minor ribs ,\\ 4 6'.12 6'%,a FL-24GB LJ Pre -Cut Beveled of the panel at the eave and valleys Houvfo TX `77.113-522,1 Indian,volia IN a'JUT -02 4 PI r 47669-5336224 we • 144 Pieces per carton ��.�.� • Special applications Nous! T%E 7-1,-21 indmneW b.IN 6^C T95 6?24 nrce AZ &3,. 33 5.24 ��� .�„-` �� Atle1,4 44 1 1. L bh k.IN Mfu VAF t l' -".e4 NouaY , TX 9>' It s-522+ Inds Prat IN v00 5: ^a Pl+oeni.,. AZ 2CL J 221 1`rl-1 -'1 Ad1i,4 'Wb 4.,:-(f L b ock, !%r:U -.'124 RicRn d Y a-..Yfi:!!4 ,8 gauge Galvalun e 111 Atlsrba GA i - 4 ht pi a IN B0� 20 6220. ft- Rortre NY 15 &, 111 - Adel,Wi! 5-145'._ Lu ­ rt, 1X',ri7' _ Luo rrs Nehmond V 9 2 Adam GAA77 4 Me. ppiv TN 5 0 5 24 Borne N 3C 62[. FIL 110 ❑ ry A:umte f0. 1 1 '+:4 Okl 'tame City, k fir -511.1 Sant N CI, UTHJ aT4-2, Atlanta. GA1 61[-6224 IN d ':: 2(E " t r00 Renin, NY 0 . SAIL - CAI, at 8o' IT`- 1104 AMa,er CA A 1' 6114 ONtaF.,maCry4 w 117 -IV' sa11Lk fYIIT - a 2454 O V Oalles. TX �.rO, .,- :a} O f�a NE 000 43. $224 45 Ban Mmr iq T% .R059d•3,24 Dailav, TX &30 653 5224 Oklahoma City . ON4 OnraFa, NE a:f 411 5224 u San A,ton,r. TX 80.3bS39L'4 Opilas, TX Mal 6-.0224 Ornaha, NE Do. 50 6224 San Anlp r A TX v,,,0 5t1 .[c ✓Uf('tal Roof and W(tlf St y1eiP7.y Afetal R(7UJ t4n11 1t4l11 Sj+J't('illS ' For use at ridge, or LLJ Aletal Roo( and Wall S1tSIC170 Inside Closure High Side Eave Trim Tape Sea?or - Minor Rib Used to fill void at minor ribs ,\\ 4 6'.12 6'%,a FL-24GB LJ Pre -Cut Beveled of the panel at the eave and valleys f -moi- FL -214 LJ • 144 Pieces per carton ��.�.� • Special applications ^^ CPDM HW -428 ❑ ��� .�„-` �� � Box Panel Cap Trim I HW -132 LI HW -512 ❑ P✓ 1 9 q'\ 4 Back-up Plate • For use at endlaps and at - ,8 gauge Galvalun e 111 the ridge over hard board r„ For use at eave �... insu,ation pre punched (except 12°) METAL FL -568 ❑ ROOF 16 gauge prepainted FIL 110 ❑ HW -426 ❑ Note For -. xth Ridi, Fla f F 29 Fl.-2,',FL 126 SL Fl FL 5'4 r L-543 or FL 441 Indudo, emch angles and tla bl intra. Specify Roof Rich Ft 271 LJ Tape Sealer 1,1e,1?O12 2" FL -265 J HW -7760 (24") ❑ Used at the eave plate. T -:-Bead Ridge Flashing - For Ridge Vent HW -7769 (18') ❑ eave strut. outside closures, endlaps and X (,ii' 25' t0 4 HL^/ -7761 (1Z` ❑ trim connections Tri -Bead 1-101-504 V Outside Closure ' For use at ridge, or LLJ (24', 18" or 12^) high eave 0 0 o Q 24 gauge Triple Bead o in w Panted to match roof Triple Bead a'+e" x 2'b" x 20 color • Used at valleys and roof curbs HW -502 ❑ Scale: NOT TO SCALE Drawn by. Thermal Spacer Polystyrene block Project Engineer: used to increase the �`^��"�- MN -430 (24") [) Insulation capacity HW 432 (18") ❑ \ \ along ffie purlins 4.2` Closdre has no minGr ribs. HW L) -442 (12") HW -575(1")❑ Ultra -Delo 0CI1s Use with Ultra-Dek • F - • '"r` {lite") HW -576 U CLIP ALIGNMENT STRAP Use with 24" panel widths Alco available for t3 pa efts HW -577 (%") ❑ only Urethane Sealant �� ` \\ White HW' -540 ❑ \ Gray 1-11V1,1-5411 ❑ Gr �+ Bronze HW 542 ❑ Almond H`AI-544 ❑ H`v'Y-213 ❑ S-5!T'a Ultra-DekO Wind Clamp • Use at clip locations to Double Faced Tape • 1'✓s' x 180' rolls provide additional panel Used to hold insulation in Uplift capacity place at the rake, eave, • Clamp usage to be and a! any insulation end determined by a reg- splices istered professional .A engineer, •� HW -568 ❑ HW -522 LJ UD 10 N}'OF2MIGM PRODUCT CHECKLIST Sculptured Rahe Trim }. 3l- 4 102° Ffj 1cz` / 90' COLOR .--'#' 1"',<^ 2 �._ Sculptured Eave Trim � 102,4 x - --- 156' 2'i' _ 4'^'4^ 102' 141 COLOR 90' Red Pitch 130' Sc:acify Roof Pitch (10'-2") FL -250 ❑ Sculptured Gutter 41yr- 9G` -"of I I Roof Pitch LL," A i\_ 90 + ° o Roof Pit( Specr'y Roof Pitch High Side Eave Trim ',[4-4:12 6VW FL -240A .' 4:12 65,/,a- FL 241A ❑ 4 6'.12 6'%,a FL-24GB LJ 4:;;-6:12 6" '1s' FL -2416 LJ 5 f ,•��\1/l -moi- FL -214 LJ 1i 2! z 12 101rC a , n<,n• 'z FL -205 ❑ 2s,F4:12 15r' 'k •� ,A., 102' /z' � � 45* 90° s/en a FL -254 ❑ Box Panel Cap Trim I HW -132 LI COLOR FL -215 LJ ANN LGLEE ' A 4" 4 Light Transmitting Panel Trim --COI OR 2 ya• p ' 111 COLOR �X Offset Panel Cap Trim �... �4..._.. a ..._.� 3'i'COLOR FL -117❑ FL -568 ❑ ROOF Floating Peak Box' 1 FIL 110 ❑ 135° Note For -. xth Ridi, Fla f F 29 Fl.-2,',FL 126 SL Fl FL 5'4 r L-543 or FL 441 Indudo, emch angles and tla bl intra. Specify Roof Rich Ft 271 LJ ROOF PITCH DIM. A F PART NO 1,1e,1?O12 2" FL -265 J 2-4:12 3"rl FL -2658 Ridge Flashing - For Ridge Vent C Sc:acify Roof Pitch (10'-2") FL -250 ❑ Sculptured Gutter 41yr- 9G` -"of I I Roof Pitch LL," A i\_ 90 + ° o Roof Pit( Specr'y Roof Pitch ROOF PITCH DIM. A PART NO ',[4-4:12 6VW FL -240A .' 4:12 65,/,a- FL 241A ❑ 4 6'.12 6'%,a FL-24GB LJ 4:;;-6:12 6" '1s' FL -2416 LJ N t DOLOR ROOF PITC41 DIM. A PART NO 1h-3°rA 12 7 F" FL -303 313;.-6:12 81" FL -304 ❑ Ridge Flashing - Floating i r -COI OR 120., ROOF PITCH DIW A NOTE PART NO ?rd-2Yz:12 66" F, -,r 24 -. Par: .:b9wcnu FL -213 LJ ,•��\1/l -moi- FL -214 LJ 1i 2! z 12 101rC a , n<,n• 'z FL -205 ❑ 2s,F4:12 11" FL -207❑ Specify Roof Pi -ch F ECT,Ic n-,R',L 7. '2014 SE'-www.mhcl.co FOR VIRriz .,^fA;',iti bUtiJG+ter I.. na. Hilt �i .W.rdc, Gutter Strap Ridge End Cap Perforated Vent Drip 1 �PERFORATEC cb ot�i � ,•��\1/l -moi- 1 FL 246 ❑ FL -201 LJ •U ` Sculptured Eave Corner Box Rake Slide - High Wind t /z' � � 45* 90° s/en a FL -254 ❑ Box Panel Cap Trim I HW -132 LI COLOR FL -215 LJ ANN LGLEE ' A 4" Variable Termination Light Transmitting Panel Trim --COI OR 2 ya• p ' 111 o 2 Offset Panel Cap Trim �... �4..._.. a ..._.� 3'i'COLOR FL -117❑ FL -568 ❑ ._ 2",' + 2„ SPECT FYANGLE, Floating Peak Box' 1 N '.. o ° It k ITB F r_r F' 2UU, FL -202, FL -125 J f 1213. F L 214 FL 300 FL -3(,2 F L W. . or Fl S41 0 Note For -. xth Ridi, Fla f F 29 Fl.-2,',FL 126 SL Fl FL 5'4 r L-543 or FL 441 Indudo, emch angles and tla bl intra. Specify Roof Rich Ft 271 LJ UJ -22 a::E www.mbci coin i-(�1 G�h..E`,t ,NF eRF,tAT'ION „uaXl;f 1JCI4ANr:,tiviin.,Ui rug. t._ � •�^ �^ --• 4 U a� 0 N �; N O cb ot�i ami Q V � O •U ` zE o vii I O �O ryi �O ZI C O C U U 111 o 2 El U 0 ¢ O Ei LLl C it Z Ll t0 4 El 0 O � U LLJ 0 0 o Q I Li o in w 0 o w U EJ O Scale: NOT TO SCALE Drawn by. Checked by. Project Engineer: Job Number: Erection Guide Sheet Number: ULD4 of 15 The engineer whose seal appears hereon is on employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Ho At—T%Ff 13-r,224 In i' p Ii. IN 4M-73,10224 Ptweniz AZ Pb 5 - ' d Nausmn, T% ] f -.25 Intl P Ii IN 6(!0 ] 5' L^h Phoenix AT Yk 3 Ho:,st TX A] 1 6o2n I r., IN J R.2n Phpe AZ 9k -C22n I aw,_ Ad I, GA AA 43 - L bb k X A 0 5 24 Richmond VA ' 4 Add, GA 9+l. 4 A Wbb k TX 1,X ?531,221 Rm Tond VA �-.224 Adel. GAR 44. 6224 L b h TX ;t A82" Riehm d YA 291224 Atlanta GA M F TN :0 2 b Ror,r NV ,2M1 Ali—, CA ':',4 M p Ili :::0 _ R Romr .1 11 55 1 Atlanl C > 2' 22P A 's TN 9 7'X 62'1 Rnnr• NY C '' AWraiar, CA L A '- ' 14 MI GItY.. DK t [i:..,::14 Salt L>ka CNy Ui-.7.-1Prh ((�� //,, Atwater, CA C 1":4 Oki h O Y-. OK G .>_''<5 bah take C b UTA A'4-2JG9 Atw�te C 82'. 932•! Okl oma C!ry, ON G .9'R224 Snli L C !. UT 8l.£ -P e40< Dal aa,TX a.. Ri. k.iA Or ba, NE ":4, 4,R h1'e4 Sun Anlonlo %Y..,,?.,..,1F1 ' V V DMa5, TX 9..!,.;3d&4 D aha. NE.i^91sA-,_y San A'tonb T% t -1,124 Oa.aa T% .•O .., V:_2< Om, ra. NF 8'.,_;581! sari Anbno. TX 8.3.,,99.8221 I Welai Rout and 64'2rll Svstenls Aletal RooILcard Wall Metal Roof and tSall .Systems PRODUCT CHECKLIST Standard Valley • Clip to purlin with up to Extended Valley /— SPECIFY ANGLE � ' SPECIFY ANGLE 4" insulation, thickness ❑ 21 Fastener #46 Eave plate to eave strut • Special application fastener 45' ❑ 45' •For use on masonry FL -700 U FL-708iJ Perforated Vent Drip I/V x ia' Pop Rivet Metal Vent Material `�PERFORATED - \1 • Mid -Slope Fixed Plate to Light Transmitting panel 4A11 li 11 • Endlap • For use Oil Structural steel up to 11V thick-- trim Falterer #228 — r hol • Requires pre-drNed *� 1,11"-14 x 114" Long Life Driller ridge/expansion lap 14'-14 x 1' Driller `y;k' Ilex Washer Head with sealing washer Hex Washer Head with •W O D, washer ❑ (Long life exterior fastener) J FL -2`i HW -525 L1 Parapet Rake Cleat, High Wind Parapet High Side Flash Parapet Rake Flash 1. I{--- 3'z „" _ 4„L OPEN ca OR i i i HEM ( 1 aI all Site omits 9PF..CIFY-,/ 1111, , � 3",5"or 7' -— ANGLE 4 San Amor Vo TX .005£85224 l"J Dallas, TX 604.653-c224 FL -285 (3") ❑ San Anton o T%9 � .,e.-ol-f F1 -274 (411") ❑ FL -286 (5"! L1 FL -290 ❑ FL -275 (311s") ❑FL -28772877) 0 Counter Flash Alternate Counter Flash Shaping Tool II —{• ,k-- v. COLOR ..:............ t y Ridge and other flashing II!C` _-.... .... COLOR Rake support to purlin and to outside closure 24 Gauge Material FL -341 ❑ 24 G6,u7,: A,--! FL -343 ❑ HW -800 J PRODUCT CHECKLIST Fastener #1 • Clip to purlin with up to Fastener #1 E • Panel to eave plate, Fastener #12A • Support plate to purlins of 4" insulation, thickness ❑ eave stud_ or valley Fastener #46 Eave plate to eave strut • Special application fastener plate ❑ Inside closure to eave •For use on masonry Rake trim to roof panel washer plate or eave strut I/V x ia' Pop Rivet Outside closure Allcy!i( B • Mid -Slope Fixed Plate to Light Transmitting panel 4A11 li 11 • Endlap • For use Oil Structural steel up to 11V thick-- trim Falterer #228 — r hol • Requires pre-drNed *� 1,11"-14 x 114" Long Life Driller ridge/expansion lap 14'-14 x 1' Driller `y;k' Ilex Washer Head with sealing washer Hex Washer Head with •W O D, washer ❑ (Long life exterior fastener) J Fastener #1 F • Clip to Purlin with over Fastener 42A • Use in place of ❑ 4" insulation thickness Fasteners #1 E and #4 • Gutter strap to snow gutter Soli Lake G y Or 1. 04 Atrvmar CA aI all Site omits • Trim to trial connections © lt(�h>,1I> A-61 Ornaha NE C+00 15. -8.24 600 4 San Amor Vo TX .005£85224 l"J Dallas, TX 604.653-c224 Omaha, .180-116221 .1 San Anton o T%9 � .,e.-ol-f Gallas, T%Biu e„ 3 b4.4 17 x 1" Type AB Long Life ban A—,.o TX 9,A -.550-e 224 bn"-14 x 11h" Do'! er Metal Rvnf urlil ib'.Tll Svetenr s,e' Hex Washer Head with sealing washer 5'=b" Hex Washer Head with sealing washer L] (Long life exterior fastener) L� Fastener #4 Ridge and other flashing Fastener #5 Rake support to purlin and to outside closure Floating eave plate. to • Gutter to panel O eave strut Gutter to strap � In UJI • Trim to trim connections U w O Scale: NOT TO SCALE Drown by. Checked by. 1/4"-14 x?u' Lap Tek Long Life Self Driller Sheet Number: ULD5 of 15 -'„" Hex Washer Head with sealing washer 4a"-14 x 1;'4' Shoulder Tek 2 (Long ffe exterior fastener) ❑ °lie" Hex Washer Head, no washer ❑ Fastener #6 • Clip to joist Fastener #8 • Special application fastener Eave plate to beam For use on 2 x 4 lath and other solid weed deck (Not for use in plywood) C. I: 12-24 x 11/4' Tek 4.5 ❑ 10 x 11/i' Woodgrip 'Ad" i..a '/.t' Hex Washer Head with %" O.D. washer '/4" Hex Washer Head will) O.D. washer E F'ECI'IVE AFRL7,2d04 SEE'.Yww.mbcl.com FO!C'UR°.ENT INFORMATION "'_IH-_r.l U.'HAN aEt HSu'.t.OTICE UD --23 ' UD 24 SFF www mttri.cam. 10R OLRR'^N':'IN•Dtil-:'CN SVBJFs1 TO C-4ANtiEw TFK)JTNOT:Cr, ck.:i:ll.':.A :i 1. 1011 Fastener #9 Special application fastener Fastener #228 For use on 2 x 4 la," ,other solid wood deck, OSB, and piyevood • Dekstrip to expansion ridgWexpansion lap ?'-14 x 1" Type B 1,C Hex Washer Head with A/" 0-D. washer L! x r,d, Rivet Cendalum - Fastener #12A • Support plate to purlins of Closed End Rivet ❑ - L Fastener #46 Fastener 911 • Special application fastener 10 x 11, " 1'.ong Life Woodgr p ❑ Fastener •For use on masonry to;usher Head with sealing washer 70 I/V x ia' Pop Rivet Fastener 910 • Special aop':cation fastener _11111111110), '/A" x'/,6" Pop Rivet • For use Oil Structural steel up to 11V thick-- - Falterer #228 — r hol • Requires pre-drNed *� Alar 1a. GA Iffen ridge/expansion lap • OLdside closure to back- Atlanffi. GA 5 6224 Mr t' IN 6t..-er6 4 /y" x 1Y," Nall Drive ❑ Mer phis TN e- J �" P ❑ !V,t" Hex Washer Head with Sealing Masonry Anchor ❑ Sah L City, NT D 508 ,2 Fastener #14 • Gutter strap to snow gutter Soli Lake G y Or 1. 04 Atrvmar CA Ok h a dill GK i. -'-., 8124 • Trim to trial connections ?'-14 x 1" Type B 1,C Hex Washer Head with A/" 0-D. washer L! r I'-_._... ...__..._..._, - - - Fastener #12A • Support plate to purlins of ❑, valley and hip conditions - L Fastener #46 • Special Application • Rake angle to purlins O Nuua,or,, TX RI ] l 84^6 Fastener Phernra AZ C J Hooa , Tx Y 7 3 -2 d' , IN 6^C 35 6224 70 I/V x ia' Pop Rivet AdaI, GA 1 f 1 1. bl' k r t^6 3 _11111111110), '/A" x'/,6" Pop Rivet ❑ r. ~ Falterer #228 Fastener #14A • Snow gutter to eave plate �`J Alar 1a. GA Iffen ridge/expansion lap • OLdside closure to back- Atlanffi. GA 5 6224 Mr t' IN 6t..-er6 4 up angle at hip condition 12 x 1' Pancake Head Driller NL4nN '2 Ot adrex Drive Pancake Head ❑, Fastener #46 • Special Application PI rri AZ BP 53 8224 O Nuua,or,, TX RI ] l 84^6 Fastener Phernra AZ C J Hooa , Tx Y 7 3 -2 d' , IN 6^C 35 6224 Cndinp over solid deck I/V x ia' Pop Rivet AdaI, GA 1 f 1 1. bl' k r t^6 3 or rigid insulation Adel, GA dr, ti-(: 4 Wtbo k 1X M1'- J, 6 U><1 Rmnmond VA 8 Y1-/19--123 Falterer #228 •Dekstrip to expansion Ri d NA 8 ,-8:'14 Alar 1a. GA Iffen ridge/expansion lap d aS��l J Atlanffi. GA 5 6224 Mr t' IN 6t..-er6 4 A"-14 x 'Ye' Long Life Type 6 ❑ Mer phis TN e- J �" P ❑ !V,t" Hex Washer Head with Sealing Washer 1 10 x Il)" Aluminum Grommet Washer Sah L City, NT D 508 ,2 EFFECTIVE AFRIL 7. 2011 SEE www.mix.,—F RCli-ltiI:NIOMIATION liutlJECT'0 ci.NGE '�VI'HOUT NCIT`'. CE LJO-2 ave strut niust be used with the Ultra-DekV roof 1. A single pitch esystem. 2. Make sure a rake angle or an alternate structural flat surface has been Installed on top of the purlins to accept the "Rake Support". 1 The walls do not have to be erected before the roof is installed. However, for the purpose of this manual, we have assumed that the Wall panels have been installed. 4, All primary and secondary framing must be erected, plumbed and squared with bolts tightened according to accepted building practices. 5. The substructure (eave to ridge) must be on plane with a tolerance; of Vi" in 20' and %" in 40'. 6. U Itra-Deks% ban be erected on various types of construction. However, for the purpose of this manual: we have assumed that the roof will be installed on a new, pre-engineered metal building. 7. Ultra-Dek''r roof panels call be furnished in 24", 18", and 12" widths. However, for the purpose of this manual. we have assumed that the roof panels will be 24" wide. 8. It is critical that the purlins or joists at the ridge and endlaps be exactly located as detailed in this manual and that they are straight from rafter to rafter. Any misiocation or bowing of these members can cause the fasteners at the endlaps or outside closures to foul the purlin or the back-up plate to foul the clip as the panels expand and con- tract. 9. Peak purlin spacing (from the centerline of the building) - 12" or 16" or a 9" or 12" Ridge vent. 10. For the purpose of this manual. we. have assumed that this is a standard roof. if your roof is to be UL 90 rated, see special UI. 90 requirements on page UD -4. 11, Read recommended erection practices on pages UD -48 thru UD -50 before proceeding with roof installation, 12 The manufacturer recommends the use of a screw gun with a speed range of 0 - 2000 RPM to properly install all fasteners referenced in this manual, Tools rated to 4000 RPM should never be used for self drilling fasteners typi- cally supplied with metal building components. 13 F laid cutting of the panels should be avoided where possible. if field cutting is required, the panels must be cut with nibblers, snips, or shears to irtfivent edge rusting. Do not cut the panels with saws, abrasive blades, grinders, or torches. NOTE : is the responsibility of the erector to install this roof using safe construction practices that are in compliance with OSH, equiatens. The manufacturer is not responsible for the performance of this roof system if it is not installed in accordanc difh the instructions shown in this manual. Deviations from these instructions and details must be approved in writing by th manufacturer. CAUTION "CAUTION ,s .r•1 v 11 L, on 12 cc.0 .,.a., -C "'eve, r i.. m%,i ,. ,- . , - Fil , CAUTION a (`i r'.:.. , , t c.(:'_.,. , ., WAROONGLight frawlmirting panetts are,, net roe r .c Or intended to bOar the vreight of any person w.)t i ag. tk y rq vt"Inding or rest ng an .hom, THE MANUFACTURER OI CLAIMS ANY WART ANT? OR REz+RF?. NTAi'ION EXF-12 S„E C or, !R 'LdL.a that, Say par. en call ,,,a4ly wilk, sii.,),. Stand or rest On of tweli thes4e 11yht fire ' illmi, cava& .al €',.at lha car sf aA willi zvzy OSHt? Oil 2i t; I_U www.mhci.com F'; !r LNl tKO'etMATIO1 sueJECT TO CHANGE WilHOUI' NOTI";' L,•T-ECTi'VEAPPIL 7.. 2013 IAIDllntr_ tntnv ErFEC 1 ,'E ASR.''. 7, 2014 SEL www.mbcic 10.014.VF'?EN'f 41..2,^.A;:ON ITJMXSI�: Uponon receiving masala' check shipmentment against shipping IIs'Shortages `r arid darn - ages. The manufacturer wit not be respon- sible for shortages or damages unless they are noted on the shipping list. Each bundle should be lifted at its center of gravity. Where possible bundles should remain banded until final placement on roof. If bundles must be opened, they should be retied before lifting. When lifting bundles with a crane, a spreader bar and nylon straps should be used. NEVER USE WIRE ROPE OR CHAIN SLINGS. THEY WILL DAMAGE THE PANELS. When lifting bundles with a forklift, forks must be a minimum of five feet apart, Do not trans- port open bundles. Drive slowly when cross- ing rough terrain to prevent panel buckling, DO NOt' DENT OR PING PANELS. CAUTION t .. I a txrk ci lJB,V-T TO CHANGE A'1: HnVI NOTICE UD -i7 1U'to 12 to 12' 1' RIGHT WAY i� ,r ---C A f =1� --- K �1 1 WRONG WAY i� HANDLINGIPANEL STORAGE Standing on one side of the panel, lift it by the seam. if the panel is over 10' long, lift it with two or more people on one side of the panel to prevent buckling, Do not pick panels up by the ends NOTE Protective gloves and safety glasses should always be used while handling panels, OSHA safety regulations must be followed at all times. Store bundled sheets off the ground suf- ficiently high enough to allow, air circulation beneath bundle and to prevent rising water from entering bundle. Slightly elevate one end of bundle. Prevent rain from entering bundle by covering with tarpaulin, making provision for air circulation between draped edges of tarpaulin and the ground. PROLONGED STORAGE OF SHEETS IN A BUNDLE IS NOT RECOMMENDED, if conditions do net permit immediate erection, extra care should be taken to protect sheets from staining or water marks. Check to see that moisture has not formed inside the bundles during shipment. If mois- ture is present, panels should be uncrated and wiped dry, than mstar-ked and loosely covered so that air can circulate between the pane's. BAND ONLY This method is used on all orders, unless otherwise specified by customer. The pan- els are banded together, causing them to curl up. This enhances the strength of the bundles. Panels bundled in this manner may be handled by a forklift in lengths to 30', The forklift should have at least 5' between forks. Lengths in excess of 30' must be lifted u!"'Zing a spreader bar. Special care must be given ''. during handling to avoid damage to the lock- ing edges of the panels. uD-28 5':-www.mbc1 cum"OR C,JRRENT ,NFORN1400N SLFJEc1l JsC'HAN(E Nn:-ieV1 NO -CE EFF'ECIIVE APRIL 7.2(1'4 N 2 ; NL4nN w Hops4,rn T%8 ] 3 2e4 I xN poi IN 8 73.8224 PI rri AZ BP 53 8224 O Nuua,or,, TX RI ] l 84^6 Ind P 1N .GR- 11 -`2 Phernra AZ C J Hooa , Tx Y 7 3 -2 d' , IN 6^C 35 6224 Ptaen AZ SS. 533 220 Vj C Z a AdaI, GA 1 f 1 1. bl' k r t^6 3 P: h no d YAk U 4-N!lc Adel, GA dr, ti-(: 4 Wtbo k 1X M1'- J, 6 U><1 Rmnmond VA 8 Y1-/19--123 Ade, CV 4 f; 61.- L bb k. TX 'J .-'124 Ri d NA 8 ,-8:'14 Alar 1a. GA Iffen n pl . TN, 82 9 N n!e. NY 9' 0 5 T6 4 Atlanffi. GA 5 6224 Mr t' IN 6t..-er6 4 Roma, NY Y 9 2 Adanta GA 3-512-6224 Mer phis TN e- J �" P Rona. N C 5 622, CA tl*Z2 3 x Gktahnm.. OR 52 .rats Sah L City, NT D 508 ,2 Atwatar. CA '! (+', �, ::i29 Oklahoma City OK:O , +i22h Soli Lake G y Or 1. 04 Atrvmar CA Ok h a dill GK i. -'-., 8124 San L,ik r 11 DT A"�A 4 ?4':1 © O —1- Dallas. TX u r,1,.:.4 Ornaha NE C+00 15. -8.24 600 4 San Amor Vo TX .005£85224 l"J Dallas, TX 604.653-c224 Omaha, .180-116221 .1 San Anton o T%9 � .,e.-ol-f Gallas, T%Biu e„ 3 b4.4 O,naf d NE LR.. &,+i.2. ban A—,.o TX 9,A -.550-e 224 19i•tal Roof Wall S:vsrwrs Metal Rvnf urlil ib'.Tll Svetenr El El ;Metal Rolf and V1,W1 5l'stenzc vQo and L:Z ave strut niust be used with the Ultra-DekV roof 1. A single pitch esystem. 2. Make sure a rake angle or an alternate structural flat surface has been Installed on top of the purlins to accept the "Rake Support". 1 The walls do not have to be erected before the roof is installed. However, for the purpose of this manual, we have assumed that the Wall panels have been installed. 4, All primary and secondary framing must be erected, plumbed and squared with bolts tightened according to accepted building practices. 5. The substructure (eave to ridge) must be on plane with a tolerance; of Vi" in 20' and %" in 40'. 6. U Itra-Deks% ban be erected on various types of construction. However, for the purpose of this manual: we have assumed that the roof will be installed on a new, pre-engineered metal building. 7. Ultra-Dek''r roof panels call be furnished in 24", 18", and 12" widths. However, for the purpose of this manual. we have assumed that the roof panels will be 24" wide. 8. It is critical that the purlins or joists at the ridge and endlaps be exactly located as detailed in this manual and that they are straight from rafter to rafter. Any misiocation or bowing of these members can cause the fasteners at the endlaps or outside closures to foul the purlin or the back-up plate to foul the clip as the panels expand and con- tract. 9. Peak purlin spacing (from the centerline of the building) - 12" or 16" or a 9" or 12" Ridge vent. 10. For the purpose of this manual. we. have assumed that this is a standard roof. if your roof is to be UL 90 rated, see special UI. 90 requirements on page UD -4. 11, Read recommended erection practices on pages UD -48 thru UD -50 before proceeding with roof installation, 12 The manufacturer recommends the use of a screw gun with a speed range of 0 - 2000 RPM to properly install all fasteners referenced in this manual, Tools rated to 4000 RPM should never be used for self drilling fasteners typi- cally supplied with metal building components. 13 F laid cutting of the panels should be avoided where possible. if field cutting is required, the panels must be cut with nibblers, snips, or shears to irtfivent edge rusting. Do not cut the panels with saws, abrasive blades, grinders, or torches. NOTE : is the responsibility of the erector to install this roof using safe construction practices that are in compliance with OSH, equiatens. The manufacturer is not responsible for the performance of this roof system if it is not installed in accordanc difh the instructions shown in this manual. Deviations from these instructions and details must be approved in writing by th manufacturer. CAUTION "CAUTION ,s .r•1 v 11 L, on 12 cc.0 .,.a., -C "'eve, r i.. m%,i ,. ,- . , - Fil , CAUTION a (`i r'.:.. , , t c.(:'_.,. , ., WAROONGLight frawlmirting panetts are,, net roe r .c Or intended to bOar the vreight of any person w.)t i ag. tk y rq vt"Inding or rest ng an .hom, THE MANUFACTURER OI CLAIMS ANY WART ANT? OR REz+RF?. NTAi'ION EXF-12 S„E C or, !R 'LdL.a that, Say par. en call ,,,a4ly wilk, sii.,),. Stand or rest On of tweli thes4e 11yht fire ' illmi, cava& .al €',.at lha car sf aA willi zvzy OSHt? Oil 2i t; I_U www.mhci.com F'; !r LNl tKO'etMATIO1 sueJECT TO CHANGE WilHOUI' NOTI";' L,•T-ECTi'VEAPPIL 7.. 2013 IAIDllntr_ tntnv ErFEC 1 ,'E ASR.''. 7, 2014 SEL www.mbcic 10.014.VF'?EN'f 41..2,^.A;:ON ITJMXSI�: Uponon receiving masala' check shipmentment against shipping IIs'Shortages `r arid darn - ages. The manufacturer wit not be respon- sible for shortages or damages unless they are noted on the shipping list. Each bundle should be lifted at its center of gravity. Where possible bundles should remain banded until final placement on roof. If bundles must be opened, they should be retied before lifting. When lifting bundles with a crane, a spreader bar and nylon straps should be used. NEVER USE WIRE ROPE OR CHAIN SLINGS. THEY WILL DAMAGE THE PANELS. When lifting bundles with a forklift, forks must be a minimum of five feet apart, Do not trans- port open bundles. Drive slowly when cross- ing rough terrain to prevent panel buckling, DO NOt' DENT OR PING PANELS. CAUTION t .. I a txrk ci lJB,V-T TO CHANGE A'1: HnVI NOTICE UD -i7 1U'to 12 to 12' 1' RIGHT WAY i� ,r ---C A f =1� --- K �1 1 WRONG WAY i� HANDLINGIPANEL STORAGE Standing on one side of the panel, lift it by the seam. if the panel is over 10' long, lift it with two or more people on one side of the panel to prevent buckling, Do not pick panels up by the ends NOTE Protective gloves and safety glasses should always be used while handling panels, OSHA safety regulations must be followed at all times. Store bundled sheets off the ground suf- ficiently high enough to allow, air circulation beneath bundle and to prevent rising water from entering bundle. Slightly elevate one end of bundle. Prevent rain from entering bundle by covering with tarpaulin, making provision for air circulation between draped edges of tarpaulin and the ground. PROLONGED STORAGE OF SHEETS IN A BUNDLE IS NOT RECOMMENDED, if conditions do net permit immediate erection, extra care should be taken to protect sheets from staining or water marks. Check to see that moisture has not formed inside the bundles during shipment. If mois- ture is present, panels should be uncrated and wiped dry, than mstar-ked and loosely covered so that air can circulate between the pane's. BAND ONLY This method is used on all orders, unless otherwise specified by customer. The pan- els are banded together, causing them to curl up. This enhances the strength of the bundles. Panels bundled in this manner may be handled by a forklift in lengths to 30', The forklift should have at least 5' between forks. Lengths in excess of 30' must be lifted u!"'Zing a spreader bar. Special care must be given ''. during handling to avoid damage to the lock- ing edges of the panels. uD-28 5':-www.mbc1 cum"OR C,JRRENT ,NFORN1400N SLFJEc1l JsC'HAN(E Nn:-ieV1 NO -CE EFF'ECIIVE APRIL 7.2(1'4 N 2 ; NL4nN w O N c Vj C Z a 3 L o N O O O C U j Z O (/� O O v ' ti In In �V o Zz �Z �Z ca Q El El O U vQo L:Z O Oy U � In UJI 3 U w O Scale: NOT TO SCALE Drown by. Checked by. Project Engineer: Job Number: Erection Guide Sheet Number: ULD5 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only -The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A M tt- TX L7­13�224 Ii.,­ ft. IN P ­m A7,RA8-,IXQ,4 TX IN 8o-735r(522� P ­N, AZ III rX hIaL IN K )­,5-6224 l i. AZ riilt?�Y, 6224 d CA .41,12", 011 TX 1224 R b,,,d. VA 81M 7a, il2' 2,1- Adel A .-F-, Iii 11­21�­'21 Ram., NY �­F­24 - _IOKzl­­ I,­ . C." I- PI! .-ft City. 1�111114 lell Wili,t, 1. 8­5 On aha. NE ­4,'N62,4 I­ T. —.0114 Atill, , G A IS I 1, 4 -- C ii 2_2 4 Alil-, GA 87Sl 2-,224 .1 CA ICI - �132,t ®R - 011111, TX 3­5' 1-­4 Ubb-1, TX --le 1Et-"- ,24 Richmond VA 7' .-1 IN R.,.., NY 011.1 - 011, OK 111.12,1 6�11L­",I C UT ME w"a 18b .',N A.11-1 T� A L CA 801 C221 Lubbock U ILc�l 3,,, Q'I III .- VA le-729 G224 AtII-, CA A, "12 ti2' 4 T. 1. Ill.- NV WC-�.;9­224 A. 11, , I A Rt &LI 9,1 0-i-r- Clty� OK tort!lilTC224 li L I. City, LIT 60-74.2- Tx 110 o-h., Ne s- AII.Ii TX 811`611121, R C�Q "I'li Rolf and vt'all Sl',telifs Alli F% Roof and Ill"(1/1 S.I. Items Afelat Roof and weeff S.ysileals rZ [01 EAST I ENER 1114 AT 5-0 O.C. J it CO TAPE SEALER • RAKE SUPPORT DOUBLE FACED TAPE LOON SYSTEM EAVE LOW SYSTEM EAVEI FLOATING SYSTEM FAS I ENE H #5 FIXED SYSTEM Attach the rake support on top of the rake angle with the proper self drilling faseners on 2'-0" centers with a fastener In the first and BOX PANEL CAP---- TRIM FASTENER #14 For applications in which the wall panels have already been erected, Instal box panel cap trim or' offset panel cap trim to the eave strut FASTENER #1. :,AL INSIDE CLC, FASTENER '14 METAL INSIDE CLOSURE FASTENER #1 F FACED TAPE last prepunched slot. The vertical leg is to be installed square with the eave. Center asten- AT 51-0 O.C. with Fastener #14. Trim must be pulled tight to wall panels before fastening to eave strut TRI 8FAD-1 DOUBLE FACED TAPE TAPE SEALER% Using Fasterlo.r #1, aff.i,,h the first inside closure to the eave strut, locat ng the face of err001,Rl, g els in slots. WALL PA14EL EAVE STRUT For appl:,ations in which the wall panels have Z the inside closure with the steel line. NOTE RAKE SI, IPPOR-T ova 'L__ , 21 a �_ Zsz77- FASTENER REQUIREMENTS vi - WALL PANEL INSTALLED BEFORE ROOF not been erected use offset panel cap trim. Lay T ri-Bead type sealer on top of the panel cap trim (flat eave or offset). BOX PANEL CAPTHAT TRM FASTENER 014- 1 THE FIRST INSIDE CLOSURE MUST BE FIELD CUT IN HALF TO FILL THE VOID UNDER THE PARTIAL RIB. • Fixed System Purlins- Fastener #1 /✓­ FASTENER 114 AT 51-0 O.C, TRI-BEAD,----,,,,,. Instal double faced tape along the trangth of tl-e too log of the panel cap 'trim (fiat eave or AT 6-1 EAVE STRUT Locate, additional closures on 24' centers from the first closure to maintain panel moor tile, attaching each with Fastener #1. Install Joists- Fastener #6 TAPE SEA ER off;ef). Double faced tape trust be urislope WALL PANEL two fasteners per closure. The first fastener DOUBLE FACED TAPE from Tri-Bead tape sealer be through the hole to Q) 2 X 4 RAKEANGLE •Floating System Purlins- Fastener #5 Joists- Fastener 45 {Pre-Oral) OFFSET PANEL CAP TRINA should installed slotted allow for any adjustment that maybe required. place Tri -Bead tape sealer on the top and side of each Closers. to complete the seal at the eave. These may be pre-taped before instal- lation, To IT IS IMPORTANT THAT THE RAKE EAVE STRUT 24" ON maintain panel module, metal inside closures most be installed at 24" SUPPORT IS INSTALLED STRAIGHT CUTFIBERGILASS CENTER--f- F FROIAVAPOR BARRIER centers. Measure from tab to tab located CI: AND SQUARE WITH THE EAVE AS IT OF THE AND FOLD VAPOR on the metal inside closure. STEEL UNE CONTROLS THE ALIGNMENT ROOF SYSTEM. WALL PANEL INSTALLED BEFORE OR AFTER ROOF FLAT FA,/F I R1 DEAD T��TAI�E SEALER BARRIER OVER C I Poll out insulation from eave to peak, lay- Ing the side of the insulation on top of the The 3: CIO L,� cN 66 Install 6" pieces of double faced tape not by F­ I %%TRIM it �\ ___ — 1.11�1 rake support. first roll should be wide. K on It< RAKE SUPPORT building manufacturer) on 1-0 centers to the for) of the horizorlal leg of the rake support. 'This will help hold the insulation in place at the rake. OFFSET — '_1 PANEL CAP > Lap flat eave or offset panel cap trim 2'. Apply two beads Of urethane scata-�t between the trim pieces, approximately 11' from the end of l/q, This will keep Insulation sidraps 1' from panel sidelaps. Allow approximately 4' of insulation to hang past the double faced tape st owns 'pe before sticking a msua!o a ac, (3� (1) '_7- RAKE ANGLE.. IU CAUTION TRIf"I 1 . K I y L X ------URETHANE the bottorr. piece, In dou le faced tape. Cut and remove the fiberglass approximately 4" and fold the vapor barrier back over the insu!alion (upslope). -ZE C I FASTENER FASTENER #5 (SHOO" DER FASTENER) (For Floating Systems Only) oF I �P, V SEALANT tY I-- DOUBLE FACED TAPE NO TE Refer to building Erection drawings, bill of materials or shipping list for the type and U Si U LJ z I�,,n 'and crwIt"')ct I)I� URETHANE FLAT EAVE TRIM FLAT EAVE style of save, trim. SEALANT ENDLAP DETAIL TRIM lu A) Z_ PURLIN CALITION P. Aff, PIRIMAR'�' A.) C.Z., -L.UtAt­ r AN �0 I LT S SIX, - OFFSET PANEL CAP TRIM ENDLAP DETAIL NOTE Rear to building erection drawings, bill of materials or shtpp�ng list for the type and CAUTIONW I li I A . �1 7 'Not by Building Manufacturer . PRICIP TO Sl,irl�z -INC, by Building Manufacturer style of eave trim. *Not by Building Manufacturer �eal tal Lt%Ie omw,., Lr'E' TIVE AP`11- 7� 2014 $kE Y,,ov, mbd— FOP "ReEW INFORNIALCIN SJ�JlECrl0CrANGEWIIHOUT ',,:]ICE JV-29 D�30 C' AiCPV'r1O!T NOPCIF tF�lr(,fl'.IzA-R! 7.201" EFFECTIVE APRIL. 20 14 SEE FOR CURRENT' INFORMATION S s,inCT ­0 AN6FW'l!OeT l CF. LID-31 tz)) o U c, 01 Z3 "e, L2 IN IM115�1i!4 PI.- 1. 8"' A -1 A ":21Alienia. H TX 871 713 6224 h,di-ii,lit., IN BIC-735 4224 AZ Oe�!L33­ 1 Ade' CA �lb f,­­ -iti IX W 1121,1 Z"... YA Houston TX 11--111 A121 A A-11- CA r77,5ii?�­24 IN 301�73E-6224 P AZ Klk.533 e224 TIN 61C-2%-6224 0:1 Q) Ll L GA„ 5 W­Ntii TN N-11Y 600 � 9 !I22,L A'­­ c .1 -114 ot,lIh- C"'. 3tit Uk, City. IF FOW-2- 117 ®R ­,C X 600 653 F224 ol,IA., NE tt", f2:4 S. A11-1. TA IlfcIl Sun 6223 A .­. GA ILP 51 23224 PAmpi,m TN 60�_06-6224 IPt I'll, 551622' A-11. CA 0­1,­ City. - 1,7 6211 L.. CRY, III tt':I�.Aft,'��Cl 00- TX 81,0 6,3 ;22A 01ri NE 62" Al,­i., TX IM %6 Ui", A- 11­1111`",', 0 Z=1 11 1 ­­­ ­', - �. "V 622,1 NE VW, Itilt 622-1 s,I LAJ 1feral Rl)��ifond 11'all SYvernq 211cfal Rmtf and Wal/ Sy tams Metal Raul an,l Wall Slviateins �3 C-- 0 NNE= U, ........... 2 L) k I UI 121 RAKE SUPPORT 91 % FASTENER #i 24"ON CENTER Li Scale: NOT TO SCALE bra wr? by. Checked by. EAV,- STRUT HIGH SYSTEIM EAVE Wall Panels Installed Before Roof FASTENER III! FASTENER 414 HIGH SYSTEM EAVEI METAL INSIDE FOR HIGH SYSTEM ONLY) Project Engineer.- Job Number: Erection Guide EAVE PLATE r-- FASTENER #14 TRI-BEAD ---- TAPE SEALER Al' s"-o a C, FASTENER ',,'l FLAT EAVE-DOUBLE Install tigh eave plates flush with the outside of the high crowns of thew pane's. Install Fastener #1 in re iched slot W-0" on cen- ter) of the eave plate, The first eave plate will butt against the rake support. You rnay install all of the eave plates at this time. Be METAL INSIDE— AT -0 O.C. CLOSU171 FASTENER #1 rRI BEAD TAPE SEALER I/ mmu //1 ,— ` DOUBLE C LOSU RE Using Fastener #1, attach the first inside clo- sure to the eave plate, locating the face ofthe 41FIde doyire with the downslope edge of the eave plate. NOTE THAT THE FIRST INSIDE TRI-SEAD TAPE SFAI FIR DOUBLE FACED J� REFER TO PAGE LID-3 Po��Ltion the thermal spacer on top of the insulation over each forte and against the. TAPE rake support prior to Installing the roof panel Sheet Number: ULD6 of 15 The engineer whose seal hereon is TRIM FACED TAP` to buft can cave plate end to end with- out leaving a gap between the plates, Place BOX PANEL CAP—, FACED TAPE TRIll -Z CLOSURE MUST BE FIELD CUT IN HALF TO FILL THE VOID UNDER THE PARTIAL appears an employee for the manufacturer for the FASTENER #14 AT 5 0 O.C. HIGH PAVE PLATE an 8" length of triple bead talp sealpt at each bull joint. FASTFNF R 1114 RIB, HIGH EAVE PLATE materials described herein. Said AT 5'-0 Oc, FLAT FAVE seal or certification is limited EAVE STRUT Install box panel cap trim or offset panel cap HIGH FAVI Locate additional closures on 24" centers L IJ T-RIM to the products designed and `IrIAi_LPANFL----- trim to thelopofthe eave plateswith Fastener PLATE from the first closure, to maintain panel mod- IRI-BEA) manufactured by manufacturer WALL PANEL INSTALLED BEFORE ROOF ��14. Use, three fasteners per 10' piece and four fasteners per 20' piece. Trim Must be WALL PANE L EAVE STRUT Life, attaching each with Fastener #1. Install V.-Io fasteners per closure. The first fastener TAPE SEALER only.The undersigned engineer is (FIXED EAVE) , FASTENER #1 pulled tight to wall pane's before fastening to eave plates. 24" ON _h the 11 should be installed through , slol ed hole to allow for any adjustment that may be. required INSULATION not the overall engineer of record for this HIGH I PLATE--\ Lay Tri-Bead tape, sealer across the top of tlie CENTER.-_ Place Tri-Bead tape sealer on the top and side project. TAPESEALER TRI BEAD P DOUBLE TAPE flat e3VO trin`t� flush With the 0LItSde edgri TRI-BEAD i I TAPE SEALER of each closure to complete the seat at the rave. ae may be pre-toped before instal- 1 he THERMAL SPACER- SEA1 FACED TAP[ OFFSET PANEL FASTEN FR #14 Instail double faced tante along the length of the top leg of the flat eave trim. Double faced -Be, tape must be upsiope from the Tri ad tape sealer. I III, 41i, 1"r A!L' V 1'1� lation. To maintain panel module, metal inside closures must be installed on 24" centers. MorISUre from tab to tab located DRCE3A ENCE3A CAP TRIM AT 60 0 C. on the metal inside closure. EAVE STRUT Wall Panels Installed After Roof Roll out insulation from Pave to peak, laying WALL PANEL INSTALLED BEFORE OR AFTER ROOF (FIXED EAVE) —BOX PANEL CAP TRIM Install offset panel cap trim to eave strut with Fastenei Use twofastenersper 10' piece and three fasterre-s per 20 piece DOUBLE FACED rake the side of the Insulation on top of the r, support. The first roll Should be 3' woo. This will keep insulation sidelaps I from panel ]APE sidelaps Allow approximately 4" of insula DOUBLE FACED TAPE 6" LONG P;ECESr�,, X-T ON CENTER Push tion to hang the double faced tape OFFSET Install high, eave plates w' th the outside of the Offset panel cap trim, Install Fastener past (downslope) before sticking the insulation to I PANIFI CAP TRI #1 in each prepunched slot I1"-0 on center) of the eave plate. The first eave plate will butt against the rake support. You may install all of the eave plates at this tone. Be sure to butt — -, HIGH EAVE PLATE JIV, BOX PANEL CAP TRIM the double, faced ape. Cut and remove [lie fiberglass approximately 4" and fold the vapor barrier back over the insulation (upslope) — RAKE SUPPORT THERMAL SPACER ach eave plate. end to end without leaving a URETHANE I SEALANT 2" LAP gap between the plates. Place an 8" length of triple bead tape scaler at each butt joint. Lay Tri-Bead tape sealer across the top of NOTE Refer to bUddina. erection drawings, hill of Using spray adhe,,vp (not by building ni Sparel, to facture) adhere the thermal , the >11 URETHANE BOX PANEL CAP TRIM the eave plates. flush with the outside. edge. a, aced tape long the length of Install double faced materials or slipping list for the type and style of eave trim. *SPRAY ADHESIVE insulation. The thermal spacer increases the insulation capacity along the purlins. SEALANT ENDLAP DETAIL 2-:'LAP the bottom leg of the eave plate. ,I; NOTE OFFSET PANEL CAP Refer to building erection drawings, bill of materials or shipping l�st for TRIM ENDLAP DETAIL I Trim Laps Lap be)< panel cap trim or offset panel cap trim 2'. Apply two bead, of urethane sealant CAUTION: .. ... ....... . the type and style of eave trim. between the trim pieces, approximately 1" 'Not by Building N1anLlfaCfiLAo.I­ 'Not by Building Manufacturer - uo WoRkINTIO. TO Cl IIII iOU I from the end of the bottom piece, 1 NOTICE EFFLCTUCAP11z 12Q!4 *Not by Building Manufacturer CF�ECIR,LAIIR; 7.20141 SU —talFi-m FOR NT "oRiAA 13L_1L_'jU_'T 10 CHANGe, WIlKii-I NOTICE, U'.33 UD-3,1 1, t 10,, ar,',F_IT INFORW-0 ON sufljr:� r io cwricE wt, �=T NOT[ EFF APRIL 7. 2D'4 Mill TAF STEEL LINE 11 -- FASTENER d1 1 TRI -BEAD — TAPE SEALER 771 my ktETALINSIDE �� V�w�� CLOSURE - TAPE SOLER I INSULATION EAVESTRUT DOUBLE FACET} TAPE ,SI'ENEP #14 5'-e O.C. -Not ny duumng MannTacturer "FF V' PR! 1 21:4 FOR CU REw INF +R n'H E EG(1 Eh L .2..i SEE www.mbc9.com vk ..URRE G M. VN _i L I FIRST PANEL Apply minor rib tape sealer to the under- side of the minor ribs of the panel. Position so that this tape sealer will cross the Tri -Head tape sealer on the eave trim (for low systems) or on the high eave plate (for high systems) when the panel is installed. Position the panel so that it. overhangs the eave strut by the thickness of the wall cover- ing plus 3Yz", Tne upper end of the panel must be 7" beyond the web of the purl n. PREPUNCHED PANEL H T HOLES A THE SAVE ARE INTENDED TO BE PART OF THE GUTTER OVERHANG AND WILL BE HIDDEN BY THE GUTTER, FOR A BUILDING WITH SCULPTURED EAVE TRIM, THE PREPUNCHED HOLES WILL BE USED TO ATTACH THE EAVE TRIM TO THE PANEL. CAUTION ._ i. Lay the female lio of the panel over the rake support, To prevent wind damage, secure the femalo lip to the rake support with a "C" clamp or temporary fasteners- Fasteners must go through rake support (Fastener #1E), The panel will not be fastened permanently to the rake support until the rake trim is installed. SUa.-CT":'v C^tAN,,E W.,HOU'r NCTIC:E -- FASTENER#1E ALL LOCATIONS Q 3 r � � J12 8 7 6 5 i l i L I FASTENER SEQUENCE FIRST RUN - EAVE !SOJO SEE www.mbci.com FOP CURRENINFOR1,4—ON f i FIRST PANEL (Continued) Attach the panel to the eave strut and metal inside closures with Fastener #1E. Eight fas- teners are required at this location. NOTE; IT IS ESSENTIAL THAT THE ERECTOR MAINTAIN A 24" MODULE AT THE EAVE. WITH THE PROPER INSTALLATION OF THE INSIDE CLOSURES U ES AND BY INSTALLING FASTENERS IN THE PROPER SEQUENCE. CAUTION alp end, unliz '. ( ca"E ,1; 1 Py l cho c .ez , ,o.. or It t,. _ .- T i;..r ' ozd CAUTION '=. F i33..Ta tt P' ttt ri a! i of e doy ,i N<:ToE -F GTIVE. A?R- ].2014 LOW SYSTEM ........ /- CUTAND . 1( REMOVE CUTAND BEND HIGH SYSTEM --.��— CUTAND 1\ REMOVE RIGHT WAY WRONG WAY EFFFr'?IVB APRIL?.2014 SEF P­­b,I­PiFCF isc;RRFE1T!NFORMTION BACK -U' PLATE Sl de a back-up plate onto end of panel; make sure the teeth on top of the back-up plate are on top of the panel Visually check to see that the holes in the panel align with the holes in the beck -up plate. NOTE All back-up plates on first panel run will require field modification to avoid foul ng rake support. Place Tri -Bead tape sealer over the entire re width of the panel It must be directly l Y over the pre -punched holes, fd1owing the panel configuration, CAUTION t t t` fft� ts„ ,:e,ate J..:,.k into 9 9.i c"), ,, a e`;'.. I the tl-.'kt ACs L,f ,thn.ripk a,S,r.Cl OG ,uE WIt HO!.T NOTiGF.. 10,37 H9oa9on TX 9 1t5' ^4 Ind p i .IN 900- - .124 PNoant., AZ 0 524 Houaton TX B -111-11 .apo s, IN 00 3 02:1 PhBenb AZ AJ 33 24 base firmly aexxut the pur m Mange. Hoo¢9on TX 677.11$ 22A Indranapolim IN 9J 3.,-62'24 PI+um At 06 3 6224 Ape., ..,R" F &. 4 a R cFmonC. YA •1F ' V ("22d Ada, GA O' Y ifl' c L'� k, IX OU - ..11A Ricl,m i YA c', 6.22mil,1 O -1�• O Atel' u I 4' " L4 L,ibMck TX OiI .W firlb RicNmi d 1A 51t : 6224 AS.— GA "8%7.512-6224 MamP.- Th E-..-2�:6 `,224 Rome, NY Ott, ,.9 -24 Atlanta. GA t]]--1.: -224 U U24 kMnxion T f .2. 1 1! p 1 IN M ] 6221 PNaenr% A2 80 8--,13 C2,14 ",1 Mernoh,s TN 60. 20��62N Hon9tan. '•] F::?4 Iib Ls 7351-,24 PIN x Hou f TX ; I's -022a ted anaPoiia IN 17',15... fi 1 P!,, Ai 0-P.—C ty OK k' : !; 622.6 NE or"iI8 5.:21. Salt Lak C y UT 4:' �6 ";^. Say, AP-:,,, TX •00 198 r..2a 0 ® Ade! GA La ..4 L bbo k TX H.:O SJ f22 R'< VA 0 o.. Metal Roof and Wall SI-veras 'I, I Adel, GA E i A '0 7 L bo k TX 0'J- -3 ia2e Richmond VA J - 224 ,L Anil GA f .. 44,.4114 Wbbock TX IN ,.K 62'-- Rich tl VA EO' .23 021A ,!Metal Rout and }Mall Si,ver2T,c O to c C _J AIIa,Na GAR r S S2 1 M TV O.0 1 1. NY Rona. NY d1Y` 9 22A ".' �L2 Q1.2 ZZ A1'anla. GA 1 5114 M :x. TN 3002 6 Roma. NY CS 62'. AI!:ima G 6 12tf229 Mamp!i a TN 9 2'% 62 '! Rn: NY ...9.1121 �. Qi z A9wa 1 CA C l -,:'.]s Daae Tit 6i.-62aA ci ham City, UK L - "S4 On aha, NF.:c04 N.-. a,i 8ai! Lak y Vi Y..Z4r;4 Sar Ai -11 TX ,,. .:+..61-1 �1 ll i„ ll AMat"r, C RCJt. ' 9-- l24 OM!as. TX 400 6.3.621" CN n C'h OK ]C .;,-24 On aha, NF 4:'0-a.3.f .2. Salt 1 C UT Ill -. !-2449 SIP Anton o TX .t ?. -e1_J Aiwi CA'h 12. 93 D.P.I.Tit .0 ,3 t�224 Oklahoma City. ON N' - 97 1214 Omihx. NF 3 �. Av;fi214 Sn19 L F C UT 601 67,t San Antonio, T%8!t'.-609 ^224 ir si;/'� ®R m U w .pearl Roof and 4uu11 Systems Aletu/ Roof and lVali S.vstenfis Drawn b)- yChecked Checkedby. Project Engineer - Job Number: Erection Guide Sheet Number: ULD7 of 15 Aletul Roof will Wall Srslenls Mill TAF STEEL LINE 11 -- FASTENER d1 1 TRI -BEAD — TAPE SEALER 771 my ktETALINSIDE �� V�w�� CLOSURE - TAPE SOLER I INSULATION EAVESTRUT DOUBLE FACET} TAPE ,SI'ENEP #14 5'-e O.C. -Not ny duumng MannTacturer "FF V' PR! 1 21:4 FOR CU REw INF +R n'H E EG(1 Eh L .2..i SEE www.mbc9.com vk ..URRE G M. VN _i L I FIRST PANEL Apply minor rib tape sealer to the under- side of the minor ribs of the panel. Position so that this tape sealer will cross the Tri -Head tape sealer on the eave trim (for low systems) or on the high eave plate (for high systems) when the panel is installed. Position the panel so that it. overhangs the eave strut by the thickness of the wall cover- ing plus 3Yz", Tne upper end of the panel must be 7" beyond the web of the purl n. PREPUNCHED PANEL H T HOLES A THE SAVE ARE INTENDED TO BE PART OF THE GUTTER OVERHANG AND WILL BE HIDDEN BY THE GUTTER, FOR A BUILDING WITH SCULPTURED EAVE TRIM, THE PREPUNCHED HOLES WILL BE USED TO ATTACH THE EAVE TRIM TO THE PANEL. CAUTION ._ i. Lay the female lio of the panel over the rake support, To prevent wind damage, secure the femalo lip to the rake support with a "C" clamp or temporary fasteners- Fasteners must go through rake support (Fastener #1E), The panel will not be fastened permanently to the rake support until the rake trim is installed. SUa.-CT":'v C^tAN,,E W.,HOU'r NCTIC:E -- FASTENER#1E ALL LOCATIONS Q 3 r � � J12 8 7 6 5 i l i L I FASTENER SEQUENCE FIRST RUN - EAVE !SOJO SEE www.mbci.com FOP CURRENINFOR1,4—ON f i FIRST PANEL (Continued) Attach the panel to the eave strut and metal inside closures with Fastener #1E. Eight fas- teners are required at this location. NOTE; IT IS ESSENTIAL THAT THE ERECTOR MAINTAIN A 24" MODULE AT THE EAVE. WITH THE PROPER INSTALLATION OF THE INSIDE CLOSURES U ES AND BY INSTALLING FASTENERS IN THE PROPER SEQUENCE. CAUTION alp end, unliz '. ( ca"E ,1; 1 Py l cho c .ez , ,o.. or It t,. _ .- T i;..r ' ozd CAUTION '=. F i33..Ta tt P' ttt ri a! i of e doy ,i N<:ToE -F GTIVE. A?R- ].2014 LOW SYSTEM ........ /- CUTAND . 1( REMOVE CUTAND BEND HIGH SYSTEM --.��— CUTAND 1\ REMOVE RIGHT WAY WRONG WAY EFFFr'?IVB APRIL?.2014 SEF P­­b,I­PiFCF isc;RRFE1T!NFORMTION BACK -U' PLATE Sl de a back-up plate onto end of panel; make sure the teeth on top of the back-up plate are on top of the panel Visually check to see that the holes in the panel align with the holes in the beck -up plate. NOTE All back-up plates on first panel run will require field modification to avoid foul ng rake support. Place Tri -Bead tape sealer over the entire re width of the panel It must be directly l Y over the pre -punched holes, fd1owing the panel configuration, CAUTION t t t` fft� ts„ ,:e,ate J..:,.k into 9 9.i c"), ,, a e`;'.. I the tl-.'kt ACs L,f ,thn.ripk a,S,r.Cl OG ,uE WIt HO!.T NOTiGF.. 10,37 r H9oa9on TX 9 1t5' ^4 Ind p i .IN 900- - .124 PNoant., AZ 0 524 Houaton TX B -111-11 .apo s, IN 00 3 02:1 PhBenb AZ AJ 33 24 base firmly aexxut the pur m Mange. Hoo¢9on TX 677.11$ 22A Indranapolim IN 9J 3.,-62'24 PI+um At 06 3 6224 Ape., ..,R" F &. 4 Luhbo k 1%4 !il l t:I R cFmonC. YA •1F ' V ("22d Ada, GA O' Y ifl' c L'� k, IX OU - ..11A Ricl,m i YA c', 6.22mil,1 O -1�• O Atel' u I 4' " L4 L,ibMck TX OiI .W firlb RicNmi d 1A 51t : 6224 AS.— GA "8%7.512-6224 MamP.- Th E-..-2�:6 `,224 Rome, NY Ott, ,.9 -24 Atlanta. GA t]]--1.: -224 M<r,phrr. TN eO-..Ov 5224 Ron,e. NV 3113.. i-62 t Ailanto. GA ,] X12 �?2Y Mernoh,s TN 60. 20��62N Rorne NY 41,15. 94e:4 p Alw - GA '1 It -•-3,,/.1 Dallas. TX 600-663 6224 Oka h C"ty, OK (' till, �. Onlai.a, NE1,00 4',0-62.1 Sa 9 Laka C y UT o ,. a 19rh1 San Anton o. TX 911 5 55-6 229 Atwa9a GA X ril.. 14 Dallas, TX n.,0 01, P-1 0-P.—C ty OK k' : !; 622.6 NE or"iI8 5.:21. Salt Lak C y UT 4:' �6 ";^. Say, AP-:,,, TX •00 198 r..2a 0 ® Awater fA fl . ' d pal ea. TX ]., h,.,1.24 U t ' . C tlK F' 1 9: 6214 Ornaha HE f0i, 15R-8,.24 Snb UAPC , UT. 'l� k]4.2A+!4 San AP- o TX Ito 111.5224 Metal Roof and Wall SI-veras ,co 0 (/) U U to Metal Roof and Wall Svsleiim ,!Metal Rout and }Mall Si,ver2T,c O to c C _J r • PoSition the Clip over the male leg of the panel as shown, and rotate clip downward. �ti • With the upper clip firmly seated, position the / i base firmly aexxut the pur m Mange. CN v ,...` • When properly positioned. the vertical lege of the upper anal lower Sections of the clip will be 90to c u 2 H1e parlin f.ange pointed upward. as shown. --- FASTENER #1 UR,n SEL'-www.mbvv cpm F:i2l,,...19.LNT rNFORMAfION uUdJECTI'GCHANGEIhri'fIOU VI '11 1. CLIP INSTALLATION Before installing the first clip, clamp the reale side of the panel to the side of the back-up plate with a pair of Vise -Grip's locking pliers. This will help maintain panel module at the endlaps. Install a clip on the male leg of the panel at the endlap. This shoud be the first clip installed as it control. the 24" module for the rema'n- der of the panel. Install clips on all remaining purlins. FASTENER REQUIREMENTS Purlins - Fastener #1 Joists - Fastener #8 (Two fasteners per clip) CAUTION t t-_ CAUTION -1 ,s E -, -.V - t..ii IMPORTANT As each clip Is installed, maintain a 24" panel module. NOTE The floating clip is designed so it can only be properly seated when the upper portion of the clp (the tall) is centered on the base. NOTh;E E FL'_'nVCAPR.L 7. 201". I tir t -—TRt-BEP'0+1tANS DOWN SLOPE 1 ';•-, TAPE gE y RAN�L Glto l,2 RL-Ol 1REt�1 -- FASTENER #1 E IT EerECI \E AIR, ,2/114 SE www.mbel.erm9F�H .;F, tcF:T;, ORMA'=GN 1 EN LAP -PANEL NOTE Step 7 applies only where more than one panel is used in a single slope. Position female lip of upper panel over rake support, while holding male side of panel up away from the tapesealer. Usina nn awl, align the hole nearest the female side of the top panel 11th the corresponding hole In the lower panel and the: back-up plate. Once this is accomplished, rotate the male side of the upper panel down to rest on the Vise -Grip'`) locking pliers. Make sure the panel notches are aligned Remove awl and insert in the middle hole nearest the male leg. Install Fastener #1E in the hole by the female leg. CAUTION PUEJECT 10CHANGI-wI-OUr NOTICE L'U.:19 FA sTENER 41E FASTENER SEQUENCE FIRST RUN-ENDLAP uu-40 SEL www,mbcl cam 1 o,' CIJR'2I N'? INFORIAA ION RI -BEAD APE SEALER SU011C1" TC GHfJ4G,� w'ITHCU i STANDARD E.NDLAP NOTE Step 8 applies only where more than one panel is used in a single slope. All holes in the upper and lower panels and the back-up plat. should now be aligned. Make sure that the panel notches are aligned. Install Fastener #1E in sequence 2 and 3. Remove Vise -Grip's locking pliers and install remaining fasteners in sequence 4, 5, ti, 7, 8. APPLY TRI -BEAD TAPE SEALER OVER THE NOTCHED PORTION OF THE MALE LEGS, Repeat the endlap procedures as re(uired for each panel until the ridge or high cave is reached. r NOVICE ['F ECI'h%E APRIL 7. 2'J1Y N O O The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Qz' 1`11: E o CN v C c u 2 Z 0 Cj O -1�• O y Qui O O O C U U Z L U 0 (/) ,co 0 (/) U U to O to c C _J `U oU �L2 Q1.2 ZZ `2 aZ CL O � U Qi z vZ C) CO qjo O U h W U w O Scale: NOT TO SCALE Drawn b)- yChecked Checkedby. Project Engineer - Job Number: Erection Guide Sheet Number: ULD7 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A EFFECTIVE APRIL SEE FOR CtJ-RRENT I.Fl3i RIDGE PANEL At the, ridge_ install A back-up plate as in NOTE All back-up plates on first paned run will require field modification to avoid fouling rake support. Step 5. The back-up plate is necessary to maintain panel module. Install Fastener #1E upslope frorr the, holes at each side of the panel. Fasteners should be at the edge of Vie panel. This will help maintain panel modularity at the ridge. At the ridge. install tri -bead tape seated centered from end of panel, which is also centered over prepunched holes. Be sure to place tri-boad tape seater across profile of the male leg of panel. DO NOT REMOVE THE PROTECTIVE PAPER AT THIS TIME, EXCEPT AT THE MALE LEG CAUTION PltacR;1 Ove, il)i:; Tralil log" by a sielEcr !oc­*3elNnFIi NOTICE Ju`F1 MOTIF USE FASTENER �17 R #1 ALL LOCA) ONS 2 3 7 6 4 FASTENER SEQUENCE SUBSEQUENT RUNS - EAVE SUBSEQUENT RUNS EAVE Apply tape sealer to the male leg of the first panel run directly over the inside closure. This will prevent water infiltration through the end of the seam. install the ri run of insulation and another inside closure using Fastener 41, The second run of roof is now ready to install. Position the panel with the feni lip rest- ing on top of the male leg Align panel flush with adjacent panel. ONCE THE PANELS ARE SNAPPED TOGETHER, NO FURTHER ALIGNMENTS CAN BE MADE. Press down on the seam, shopping the two panels togther, It is important to begin at one end of the panel and work to the other. applying pressure continuously all the way along the seam to avoid a bubble in the seam. Make certain the SEATTIS are fully locked togeliner, particularly at the clips where greater resistance will be encountered. Install Fastener #lE at eave in the rec- ommended ornmended sequence. Eight fasteners a'e required at this location. CAL)TION CAUTION ,7 s p Nolim to Ok� ID -12 SEE ­­bJ.­. FOR CURRENT INFORMATION 5U9JECT TO CI:AIIO'!TIIOI- I NI)l IF EFFECTIVE A�R L. 7, 2C14 FASTENER # 1 E ALL LOCATIONS 4 1 3 2 EFFECTIVE Ai ?.2^T4 SEE www.ml4cl.com FOR CURRENT INFORMATION SUBSEQUENT RUNS ENDLAP Install back -UD plate and tape sealer as in Step 5. However. on this and all subsequent runs, care, must be taken to engage the tab on the side of the bark -up pin',. Into the slot of the adjacent back-up plate_ This procedure will assist in maintaining a 24" panel module. Install clips as described in Stop 6, Install upper panel as described in Steps 7 &8. Repeat the endlap procedures as required for each panel until the ridge is reached. Sti TOCHANGE WITHOUT NOTICE UP -C', Z 11, -,, Ix 111-7,11-1111 "1 11111111, I P""', - "" 1 b 21 lll­x.� AZ 88-R 3338224 H. IN 90D 73!,�6224 Pi AZ W -5,i3 1 22,t Pit- ., AZ MIIIII-61. VA 1,12-' liX.-59 622� City, U I il)� 61 2,41 ..A Ancon 71li MA) 5� 6224 - 17111112" A,,,,, CA ��, -,224 Atlanta CA i77 51,-601 A 119, 1- TX 80 61,3 6224 Al CA MF 44,t 6224 lb-, 7X 1, -01 '4 Rmitti-,!, VA,�,1,72� l2� Ad I GA88-4,1024 U11 -t. TX 31�1 75IFli2'1 6 VA `,11729,,224 1 !11� M.1, CA 181, LAi TX 80:.0.9:22". RiAt.-, VA Pill) 72il -3-1 9MI A ,­, CA A77-' 12-6111 , U011,vi 1-4 .11clial Al - l- T. 5 A 62" Roma Ll X =�GAB &V-riiiFll2. Q CA - 12 �324 1,1�6111 Cft. OK I QG 6117 Salt uil,, City� UT 8-J( Fr -0-" 304 Ai I, CA il� al la4 01,10-t, Cft, OR 8111 F97 iiic?4 6,, City, UT MI - 2 431 0 ,17 'A C11, UK 9' C111, .1 ­tI 0 9 Di,l, T-l-51-ii,24 C-1, .1. -0ll 1-1124 $ AIAMI.. TX 8-!--10,4 D.V­ TX IQG 0-- NF S.: A -Al, IX III -Ell 11.2,1 Tx V Oill'i tili il­lle -W� S 0 ❑ i Systems Aletal li (tnil Will SYsli z 0 c) 01LJ Wesal Roof and Wall svmems Aleivil Root Wild! UOf LLI Q1 NOT TO SCALE Dra wn by - EFFECTIVE APRIL SEE FOR CtJ-RRENT I.Fl3i RIDGE PANEL At the, ridge_ install A back-up plate as in NOTE All back-up plates on first paned run will require field modification to avoid fouling rake support. Step 5. The back-up plate is necessary to maintain panel module. Install Fastener #1E upslope frorr the, holes at each side of the panel. Fasteners should be at the edge of Vie panel. This will help maintain panel modularity at the ridge. At the ridge. install tri -bead tape seated centered from end of panel, which is also centered over prepunched holes. Be sure to place tri-boad tape seater across profile of the male leg of panel. DO NOT REMOVE THE PROTECTIVE PAPER AT THIS TIME, EXCEPT AT THE MALE LEG CAUTION PltacR;1 Ove, il)i:; Tralil log" by a sielEcr !oc­*3elNnFIi NOTICE Ju`F1 MOTIF USE FASTENER �17 R #1 ALL LOCA) ONS 2 3 7 6 4 FASTENER SEQUENCE SUBSEQUENT RUNS - EAVE SUBSEQUENT RUNS EAVE Apply tape sealer to the male leg of the first panel run directly over the inside closure. This will prevent water infiltration through the end of the seam. install the ri run of insulation and another inside closure using Fastener 41, The second run of roof is now ready to install. Position the panel with the feni lip rest- ing on top of the male leg Align panel flush with adjacent panel. ONCE THE PANELS ARE SNAPPED TOGETHER, NO FURTHER ALIGNMENTS CAN BE MADE. Press down on the seam, shopping the two panels togther, It is important to begin at one end of the panel and work to the other. applying pressure continuously all the way along the seam to avoid a bubble in the seam. Make certain the SEATTIS are fully locked togeliner, particularly at the clips where greater resistance will be encountered. Install Fastener #lE at eave in the rec- ommended ornmended sequence. Eight fasteners a'e required at this location. CAL)TION CAUTION ,7 s p Nolim to Ok� ID -12 SEE ­­bJ.­. FOR CURRENT INFORMATION 5U9JECT TO CI:AIIO'!TIIOI- I NI)l IF EFFECTIVE A�R L. 7, 2C14 FASTENER # 1 E ALL LOCATIONS 4 1 3 2 EFFECTIVE Ai ?.2^T4 SEE www.ml4cl.com FOR CURRENT INFORMATION SUBSEQUENT RUNS ENDLAP Install back -UD plate and tape sealer as in Step 5. However. on this and all subsequent runs, care, must be taken to engage the tab on the side of the bark -up pin',. Into the slot of the adjacent back-up plate_ This procedure will assist in maintaining a 24" panel module. Install clips as described in Stop 6, Install upper panel as described in Steps 7 &8. Repeat the endlap procedures as required for each panel until the ridge is reached. Sti TOCHANGE WITHOUT NOTICE UP -C', A� SUES UBSEQUENT RUNS RIDGE/OUTSIDE CLOSURE NOTE Always stay one panel run hehind with the. outside closures, ctlie-wise, the next panel cannot be installed. Install back-up plats and panel clips. Go to the previously installed ridge panel and peel protective paper from tape Senior Apply tape sealer to the ridge panel :list installed. Be Si. to seal to the mastic on the previous panel Install the outside closure in previous ridge pane',. Rotate outside closure into Position contacting the female side of the l first Using an avd, align the first hole on the female side of the outside Closure with the corre- sponding orisponding hole in the panel and back-up plitte. Remove the awl and install Fastener U'E in the hot(,.. Push the other end of the outside closure into position and align the holes with the awl. Remove the awl and install Fastener #1E in all remaining holes except for the hole at the panel seem. Do not install the panel seam fastener at this time. Check panel alignment at this time (See page UD -48). Continue installing the roof until all but the last panel run has been installed. Panel module should be checked every third or fourth rur. 4" MIN 8" IVIAX VARIABLEMINIMUM 1" TERMINATION - t TRIM rRAKETRIM - ---- i (E SUPPORT OLD BACK VINYL FOLD BACK VINYL I $Ci wwwW­. TICIRGURil" 11 ll"Oltii T(1I,'�1IAN,_-,i' 1111HOUl NOTICE UD V SU -Itib,i - r illi CiatLfo hiVOWATIol', LAST PANEL RUN This roof systern is designed to finish in the high on even footage buildings by using 24", 18% or 12" panels on the last run. After laying the last insulation run, install the rake support over the Insulation along the steel Ime, Lay the last panel run Temporarily attach the male leg to the rake support with vise grips. If the panel ends 2% 4 away from the i support due, to all out -of -square condition or other factors, simply install the panel i This system allows for the roof to be trimmed in the high CAUTION GJhJECi TO 111-i 'I. ,Maoul.,oncE FIELD FORM PANEL TO FIT FINAL RAKE SUPPORT DT,4ENS!ON• FOLD BACK VINYL I- FASTENER #5 FASTFNER 1,'12 FULL PANEL 6"7016" + PARTIAL PANEL (6" TO 18" SPACE PANEL MUST BE FIELD FORMED) FIELD FORM PANEL TO FIT FINAL DIMENSION RAKE SUPPORT t- FOLD BACK "Ill VINYL ILI FASTENER -45 II TERM.NATION TRIM 24", 18" or 12" Olt iw LAST PANEL RUN (0PTK ONAL) The roof is designed to finish in the high on even footage buildings. Odd length buildings and variations in erection practices may dic- tate that an alternate detail be used. When terminaling in an odd dimension, field cut and bend a 3" vertical leg on the panel TERMINATION - BUILDINGS OFF MODULE A I 11ION lj ERMINAl ION fRIM IS PRoVIDED POR THIS C014D SUEJEC! I0 CHANCE vn­ICI After laying the last insulation run, Install the field formed panel. Temporarily attach the formed leg of the panel to the rake support with vice grips or temporary fasteners (#1 E), The combination of field formed panel and Variable Termination Trim may be, used to accommodate large dimensions as shown, CAUTION I NO i EFFECTIVE ,tPRlL 7 2014 li Qr ­1� T%0] 7-713 lli 4,ifl ... N,li,. IN BIC, 73� 6224 lll­x.� AZ 88-R 3338224 1JWQ%_1 V! tzsnaw ft�wl "" _p) H. -, TX 8-711-5224 -.1, CA �1� - -1 kil,ift, CA 8�, Sli�622-1 A -.1- CA 1'I(,X- 93,24 Will- 1x( 600 653 024 Il -,fl, IN 110 775 �224 L.1=1, I X X;r­711 1521� M-- TN 80�266�224 OkI.- CRY. 0.sTx-.U?II`I "I o-h, E IW I!Ft 622 Pit- ., AZ MIIIII-61. VA 1,12-' liX.-59 622� City, U I il)� 61 2,41 ..A Ancon 71li MA) 5� 6224 - 17111112" A,,,,, CA ��, -,224 Atlanta CA i77 51,-601 A 119, 1- TX 80 61,3 6224 11--1 IN 80�-735-I!224 ,,i Ix 1- W 1- '06 6,_24 Mli,firii TN O�_ -.1hit-I Omaha .1 illF, 158 i � Rl­­ ii. NY W�55' 622A CN, TX 1,Ii) 19a 1--21 -` Roof and Wall SikvwIlls ii i Wall SYstems it- Ad. GA lli! AU.1- CA ... ... i17 112�22� CA ti -1- Tx I wZ 'I` U21t Libb-, TX MI -i-24 TN $ M ­.� "M o"", i IIA A,,- NY KI-5!O42,,I i i C111, UT liXI 17,1-11 S- A.-6., TX 90..598.5224 Metal Roofand Wall :�ystcnu U Q .11clial Ll X A� SUES UBSEQUENT RUNS RIDGE/OUTSIDE CLOSURE NOTE Always stay one panel run hehind with the. outside closures, ctlie-wise, the next panel cannot be installed. Install back-up plats and panel clips. Go to the previously installed ridge panel and peel protective paper from tape Senior Apply tape sealer to the ridge panel :list installed. Be Si. to seal to the mastic on the previous panel Install the outside closure in previous ridge pane',. Rotate outside closure into Position contacting the female side of the l first Using an avd, align the first hole on the female side of the outside Closure with the corre- sponding orisponding hole in the panel and back-up plitte. Remove the awl and install Fastener U'E in the hot(,.. Push the other end of the outside closure into position and align the holes with the awl. Remove the awl and install Fastener #1E in all remaining holes except for the hole at the panel seem. Do not install the panel seam fastener at this time. Check panel alignment at this time (See page UD -48). Continue installing the roof until all but the last panel run has been installed. Panel module should be checked every third or fourth rur. 4" MIN 8" IVIAX VARIABLEMINIMUM 1" TERMINATION - t TRIM rRAKETRIM - ---- i (E SUPPORT OLD BACK VINYL FOLD BACK VINYL I $Ci wwwW­. TICIRGURil" 11 ll"Oltii T(1I,'�1IAN,_-,i' 1111HOUl NOTICE UD V SU -Itib,i - r illi CiatLfo hiVOWATIol', LAST PANEL RUN This roof systern is designed to finish in the high on even footage buildings by using 24", 18% or 12" panels on the last run. After laying the last insulation run, install the rake support over the Insulation along the steel Ime, Lay the last panel run Temporarily attach the male leg to the rake support with vise grips. If the panel ends 2% 4 away from the i support due, to all out -of -square condition or other factors, simply install the panel i This system allows for the roof to be trimmed in the high CAUTION GJhJECi TO 111-i 'I. ,Maoul.,oncE FIELD FORM PANEL TO FIT FINAL RAKE SUPPORT DT,4ENS!ON• FOLD BACK VINYL I- FASTENER #5 FASTFNER 1,'12 FULL PANEL 6"7016" + PARTIAL PANEL (6" TO 18" SPACE PANEL MUST BE FIELD FORMED) FIELD FORM PANEL TO FIT FINAL DIMENSION RAKE SUPPORT t- FOLD BACK "Ill VINYL ILI FASTENER -45 II TERM.NATION TRIM 24", 18" or 12" Olt iw LAST PANEL RUN (0PTK ONAL) The roof is designed to finish in the high on even footage buildings. Odd length buildings and variations in erection practices may dic- tate that an alternate detail be used. When terminaling in an odd dimension, field cut and bend a 3" vertical leg on the panel TERMINATION - BUILDINGS OFF MODULE A I 11ION lj ERMINAl ION fRIM IS PRoVIDED POR THIS C014D SUEJEC! I0 CHANCE vn­ICI After laying the last insulation run, Install the field formed panel. Temporarily attach the formed leg of the panel to the rake support with vice grips or temporary fasteners (#1 E), The combination of field formed panel and Variable Termination Trim may be, used to accommodate large dimensions as shown, CAUTION I NO i EFFECTIVE ,tPRlL 7 2014 li Qr Sheet Number: ULD8 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said sea[ or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A corn al o p1 CO O to (a U Q Ll X Q a Q L2 2:L2 Ct L? Iz- 0 ❑ OvQ 0 z 0 c) 01LJ UOf LLI Q1 NOT TO SCALE Dra wn by - Checked by. Project Engineer: Job Number: Erection Guide Sheet Number: ULD8 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said sea[ or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A URETHANE SEALANT BETWEEN OUTSIDE CLOSURE TAPS FASTENFRIIE TRI -BEAD TAPE SPALER K"I RIDGE OUTSIDE CLOSUREiFLASHING 'v!"o , Install Fastener #1E in the remaining hole at "AMYll the panel seam of all outside closures. The fastener must go through the panel seam arid A, the corresponding hole of the adjacent outside. URETHANE SEALANT:!-- closure - ASR -CURED FASTENER ,k.1 E �` �`-�,� `-f ! ✓ ' ` Use, Urethane Sealant to fill any voids around FIELD CUT I FASTENER #1E I - panel seam on upslope side of outside clo- AND BEND (2 REQIJI�ED) sure. Apply Tri -Bead tape sealer to the top of l, it FORMED UPTURNED the outside closure, I TAB TRISEAD PANELLEG V7 �;%,- F P' ..ER t TAPE �ESZ SEALER F �R' rlll nsslj, RAKE SUPPORT---- I— 11IHS "v 0AS TAOF SEALANT M FASTENER #I E BACK-UP PLATE )FIELD MODIFIED) TAPE SEALANT FASTENER #4 Tl TAPE SEALER REFER TO FASTENER —VAStt, SEQUENCE BE W OUTSIDE CLOSURE it PLUS ENDWAI-- THICKNESS' Rlf,';GL 7- 7- 11 -7 - - - i - -_ FLASH + TAPE SEALER I I FA9TEN7l OSURE 1 FASTENER SEQUENCE SEE ­rbeLcom FOI+ CJRRENT INFORMATION The trial outside closure or, the last panel may require field modification. A tab should be formed by the web of the outside closure for attachment to the upturned leg of the roof panel (field formed). This tab Should be attached to the panel and angle with Fastener #1E (2 required). Install the ridge flashing starting and ending 1114" plus wall thickness outside the steel line. Fasten the ridge flashing to the outside clo- sures with Fastener #4, Install a fastener I tl2" from panel seam on both sides of panel. Install additional fasteners directly above minor ribs of pal Four fasteners are required at each panel, Leave 6' unfastened on each end to allow for the rake trim to be installed later. 00 NOT FASTEN THROUGH THE LOCK OF THE STANDING SEAM, For floating peak box installation see page UD-75- UI)A2 P� . ..... STEEL SHIM L FIRSTPANEL LAST COMPLETED PANE I.. RUN EAVI, STRUT 1111-18 SEE www mbei nom FOR, CURRENT NF3Rl SUBJECT TO Cz AN3EWITNO RECOMMENDED ERECTION PRACTICES CORRECTING OUT -OF -PLANE SUBSTRUCTURE Occasionally a purlin may be encountered that is lower (out-of-pfame) than those adjacent to it. When a clip is attached to this burial, it will go down further than those adjacent to it, distorting the Seam, This can cause the next panel sidell to be difficult to snap together in this area To compensate for this lower pLi a steel shim may be placed under the clip to bring it up to the proper height (in plane), This shim should be no thicker than t4", If is not enough, them structural modification will be necessary, Avoid "stair -stepping" of the, panels at the eave. This will cause problems enclipOg back- up plates at the enclap and ridge. Any "stripped out fa=tnncrs at the endlaps or outside closures should be Immediately replaced w1h Fastener 42A, Place a 1" long piece of Tri -bead tape, sealer over the "stripped out" hole before installing Fastener V2A. This will allow the fastener threads to be coated withtape sealer and provide a good seal. NEVER ALLOW PANELS TO COME INTO CONTACT WITH LEAD, COPPER, GRAPHITE, GASOLINE OR OTHER HARSH CHEMICALS AS THIS WILL VOID THE GALVALUMEI) WARRANTY. CHECK ROOF FOR PANEL ALIGNMENT Cheek the roof every three or four runs for pal alignment as it is being erected, This can be accomplished by two different means. Eike support to the seam 1. Measure from ther� of the last completed panel run. Take mea- surements at the ridge., eave, arid all end - laps. 2. Attach a stringline to the Save plate and ridge purlin, running pal to the take sup. poo, The stringline should stay ahead of the work and can be moved across the roof as construction progresses M-drisurts from the stringline back to the last completed panel run. Take measurements at the ridge, eave, and all endlaps, T ICITCE EF- CTIVE A- 14 SLIDING CLIP STREICHiNG RANELCOVERAGE SLIDING CLIP SHRINKING PANELCOVERAGE MAX, '41, MA STRETCHING PANEL COVERAGE X�7" i, MAX. MAX, it SHRINKING PANEL COVERAGE IFFEC111EAl A.- NeOtllil NOTE Do not adjust panel width mere than '/,"on any panel area. SLIDING CLIP AND FIXED CLIP To stretch panel coverage, install the clip at , the panel endl op or ridge with the base arced away from the panel, As Ill fastener Is installed through the base of the clip and into the pul the clip base will rotate down to the purfri causing the to cthe clip to move outward, stretching the panel coverage, Install the remainder of the CllPS as Usual, To shrink panel coverage, install the clip at the panel enrl or ndoc with the base angled toward the pail As the fastener is installed through the base of the clip and into the pur- Im, the clip base wit rotate down to the purlri causing the top of the clip to move inward, shrinking panel coverage. Install the remain- der of the clips as usual. BACK-UP PLATES To stretch panel coverage, bend the sides of the backupplate out and install at endialp or ridge. DO not bend either side more than Install clips as usual. To Shrink panel coverage. bend the sides of the back-up plate, in and instal at ordlap or ridge. Do not bend either aid(,, more than l/.i'. Install clips as usual. sill,cCl 11.) (,­NGE. WITHOUT NOTCE LJOIC, irl TX 177 71'3-9,214 Atli GA.1 4`l1i il.',N Ind II IN 9M -T55 Q24 Ix 6-111-11 Ph -rix, AZl-533-5224 ik'l 11r) "e- 0, -T117-111111 Aft, 11 MI -711 1111 114 PhoenM - CAS -511-1,11 14 ZZ- H,-- T�1­713 S224 A IP -11,1-14 Irdlit,,—It, ltlllC,13� M4 L--. n[ 81VC -m AZ C,83 533 6224 PRich FASTENEl ­/ Ati-la CA 877-512-6214 H- TX l,77413-1 Atlanta At, 1, r A P,. W IIIN A 87-'11-1 -1, CA tr­ -1- Tx IN 'IM -M 622,1 L.bb­k, TX t,10 l58 1224 M--, IN Irl I I.— C., 'll _­ Phoenix AZ AN_,,��,224 R,,h,,,d VA 8M-729 �Q�l R- .� NY 8a11 —A Cry Lit 1� IT Metal Roof and IV all S'vsteills Aletal ll and lVall sv�t(Lfll� H,,l— U ItT? 7IXF-12.4 A., ..,11 1 4�'A 121d Aiiii-, GAS) 4,12�622�4 A -r CA %!C0 1129 0321 -In., Tir 1-111 -1114 IN 3?,I Tit,'. 7. .14 T. ON�­­ Cft. OK rl-JG 5 l7 l224 _4 CN',- N, 110-6 1�' F AT R 0-,I, tiA,',111 71" Rr,.. NY "_55-224 11 L.k. C�1,. U1811r; IY4 Nr,l It. Arl.­1. AO GA8S3,nM22,I A I—. CA 17, A t.,, LA0 a2l lQ2 -E- T. '1 224 11-14,.. T. llil-21,Z.24 01,1b.t­ City. ON 61l.fo7 C224 51-111211 Ph. -i., AZ� fit,liti—, VA 100 ; 9 1,224 R.— NY WC --"59- Belt Lake City, UT li`1221�;4 24 4 San Aktal ii and Yell sYsIcals Cil - "I 5P,_t3?:- NE 1,61.56 6121 still L- C.11. U 1 811114 Ill A -ft-, Tx -1591 6a� I URETHANE SEALANT BETWEEN OUTSIDE CLOSURE TAPS FASTENFRIIE TRI -BEAD TAPE SPALER K"I RIDGE OUTSIDE CLOSUREiFLASHING 'v!"o , Install Fastener #1E in the remaining hole at "AMYll the panel seam of all outside closures. The fastener must go through the panel seam arid A, the corresponding hole of the adjacent outside. URETHANE SEALANT:!-- closure - ASR -CURED FASTENER ,k.1 E �` �`-�,� `-f ! ✓ ' ` Use, Urethane Sealant to fill any voids around FIELD CUT I FASTENER #1E I - panel seam on upslope side of outside clo- AND BEND (2 REQIJI�ED) sure. Apply Tri -Bead tape sealer to the top of l, it FORMED UPTURNED the outside closure, I TAB TRISEAD PANELLEG V7 �;%,- F P' ..ER t TAPE �ESZ SEALER F �R' rlll nsslj, RAKE SUPPORT---- I— 11IHS "v 0AS TAOF SEALANT M FASTENER #I E BACK-UP PLATE )FIELD MODIFIED) TAPE SEALANT FASTENER #4 Tl TAPE SEALER REFER TO FASTENER —VAStt, SEQUENCE BE W OUTSIDE CLOSURE it PLUS ENDWAI-- THICKNESS' Rlf,';GL 7- 7- 11 -7 - - - i - -_ FLASH + TAPE SEALER I I FA9TEN7l OSURE 1 FASTENER SEQUENCE SEE ­rbeLcom FOI+ CJRRENT INFORMATION The trial outside closure or, the last panel may require field modification. A tab should be formed by the web of the outside closure for attachment to the upturned leg of the roof panel (field formed). This tab Should be attached to the panel and angle with Fastener #1E (2 required). Install the ridge flashing starting and ending 1114" plus wall thickness outside the steel line. Fasten the ridge flashing to the outside clo- sures with Fastener #4, Install a fastener I tl2" from panel seam on both sides of panel. Install additional fasteners directly above minor ribs of pal Four fasteners are required at each panel, Leave 6' unfastened on each end to allow for the rake trim to be installed later. 00 NOT FASTEN THROUGH THE LOCK OF THE STANDING SEAM, For floating peak box installation see page UD-75- UI)A2 P� . ..... STEEL SHIM L FIRSTPANEL LAST COMPLETED PANE I.. RUN EAVI, STRUT 1111-18 SEE www mbei nom FOR, CURRENT NF3Rl SUBJECT TO Cz AN3EWITNO RECOMMENDED ERECTION PRACTICES CORRECTING OUT -OF -PLANE SUBSTRUCTURE Occasionally a purlin may be encountered that is lower (out-of-pfame) than those adjacent to it. When a clip is attached to this burial, it will go down further than those adjacent to it, distorting the Seam, This can cause the next panel sidell to be difficult to snap together in this area To compensate for this lower pLi a steel shim may be placed under the clip to bring it up to the proper height (in plane), This shim should be no thicker than t4", If is not enough, them structural modification will be necessary, Avoid "stair -stepping" of the, panels at the eave. This will cause problems enclipOg back- up plates at the enclap and ridge. Any "stripped out fa=tnncrs at the endlaps or outside closures should be Immediately replaced w1h Fastener 42A, Place a 1" long piece of Tri -bead tape, sealer over the "stripped out" hole before installing Fastener V2A. This will allow the fastener threads to be coated withtape sealer and provide a good seal. NEVER ALLOW PANELS TO COME INTO CONTACT WITH LEAD, COPPER, GRAPHITE, GASOLINE OR OTHER HARSH CHEMICALS AS THIS WILL VOID THE GALVALUMEI) WARRANTY. CHECK ROOF FOR PANEL ALIGNMENT Cheek the roof every three or four runs for pal alignment as it is being erected, This can be accomplished by two different means. Eike support to the seam 1. Measure from ther� of the last completed panel run. Take mea- surements at the ridge., eave, arid all end - laps. 2. Attach a stringline to the Save plate and ridge purlin, running pal to the take sup. poo, The stringline should stay ahead of the work and can be moved across the roof as construction progresses M-drisurts from the stringline back to the last completed panel run. Take measurements at the ridge, eave, and all endlaps, T ICITCE EF- CTIVE A- 14 SLIDING CLIP STREICHiNG RANELCOVERAGE SLIDING CLIP SHRINKING PANELCOVERAGE MAX, '41, MA STRETCHING PANEL COVERAGE X�7" i, MAX. MAX, it SHRINKING PANEL COVERAGE IFFEC111EAl A.- NeOtllil NOTE Do not adjust panel width mere than '/,"on any panel area. SLIDING CLIP AND FIXED CLIP To stretch panel coverage, install the clip at , the panel endl op or ridge with the base arced away from the panel, As Ill fastener Is installed through the base of the clip and into the pul the clip base will rotate down to the purfri causing the to cthe clip to move outward, stretching the panel coverage, Install the remainder of the CllPS as Usual, To shrink panel coverage, install the clip at the panel enrl or ndoc with the base angled toward the pail As the fastener is installed through the base of the clip and into the pur- Im, the clip base wit rotate down to the purlri causing the top of the clip to move inward, shrinking panel coverage. Install the remain- der of the clips as usual. BACK-UP PLATES To stretch panel coverage, bend the sides of the backupplate out and install at endialp or ridge. DO not bend either side more than Install clips as usual. To Shrink panel coverage. bend the sides of the back-up plate, in and instal at ordlap or ridge. Do not bend either aid(,, more than l/.i'. Install clips as usual. sill,cCl 11.) (,­NGE. WITHOUT NOTCE LJOIC, - 'it liNNII NT AK FURt lit '-A- PURI IN ALO",-laIll FNF! 0, . A P 11 FAV' PANT! CLIP -.1 BACI LIP At nNi-,T IA,- FACK P ENVE N`N PURJN EAVE S1 F: TAPF SEATER FIELD CLI Or ,sl _AR�fj S C­NLIAl,1 Art,ON OR T Ol PANEL Cl. IP Az CNMENT STRAP (6-0'l LOCATE D AT ENDILAP PUIRUN AfID THE PEAK PURLIN UD E3 M FOR CJl Nro-NIATION SUl T TO CHANCE RECOMMENDED ERECTION PRACTICES (CONTINUED) Using Panel Alignment Strap Pal alignment strap., car) be used to hold panel module, Install atgnment straps at each end lap pul and the peak purlin for the full length of the building. The alignment straps have two lances at 24" on COW r that allow the base of the panel clip to nest in between them. The vertical leg of the panel clip should fit snuttly against the Pat side of the tall lance in the alignment strap Sl the alignment strap at the rake support angle, The alignment strap has two tabs on one and and one tab on the other and. The end with two tabs should be oriented to lead- ing end id of the roof pan" installation. The first alignment strap Should be installed wi h I t the flat side of the tall lance exactly 24" from the vertical leg of the rake support angle. Fasten the alignment sliap to the purlin with Fastener #1 at each prepunched hole loca- tion. Subsequent alignment straps w:II be engaged to the previous strap and fastened In the purlins as outtried al During panel installation, panel clips at the end lap and ridge purlins; are to be installed first. When installing these clips, ensure the clip bases fit in between the void created by the bwo vertically formed farces in the align- ment strap. This will hold the clips at these locations on 24" module. After these clips are installed, the rem .ming clips can be instated in any order convenient to the erector. TCL [IrEcTil 7 20rl4 LIG+iT TRANSMITTING PANEL I RIIA LIGHTITRA PANEL TRI LOWER LIGHT - TRA: SMITTING IGHT-TRANSMITTING PANEL. PURLIN PAl RUN BEFORE LIGHT -1 RA\SMIT! ING PATNEL FASTENER #1 TYPICAL -CI EACI I PURLIN TRANSMITTING PANEL POPLIN irl TX 177 71'3-9,214 Atli GA.1 4`l1i il.',N Ind II IN 9M -T55 Q24 Ix 6-111-11 Ph -rix, AZl-533-5224 ik'l 11r) "e- 0, -T117-111111 Aft, 11 MI -711 1111 114 PhoenM - CAS -511-1,11 14 ZZ- H,-- T�1­713 S224 A IP -11,1-14 Irdlit,,—It, ltlllC,13� M4 L--. n[ 81VC -m AZ C,83 533 6224 PRich FASTENEl ­/ Ati-la CA 877-512-6214 M—phim, TN 60.,-206-6224 R.— NY S701 559-M', A011ni, CA 877-512,5224 ii—ohis. TN ia3,06 11224 R.'- NY 55,622 t 4 11M. CA P77 W, ­Ns. TN'. 20, C224 R-.. N� ii'r 5" -M2_l 3MK:m Jil (P-) A Cr 11,Ala ol) 653C224 Cil - "I 5P,_t3?:- NE 1,61.56 6121 still L- C.11. U 1 811114 Ill A -ft-, Tx -1591 6a� I A-1.1, CA IiEXI.92r.'l%14 l TX 6221 0- C111 OX lr(Yli 02,1 Ni CIC­i� �24 Cl., -1 1A. Cl, Ill — -2— 5- Ar-., TX iW 5ca 1225 0 PURLIN ­­ C—L, P-11 IN11— T. 1,3 1,- ­­­ 01'. 0. 1., I'll — 0".h., NFL," 15, 621b ..It 1— Gil, T li. 1-1 S- —, I., TX 010 198 �, I Aletal Rog( and 11"all SYvieirrs q) O Melo/ Roof and Wall SYSturis Mrial Roof and Willi SYstenis - 'it liNNII NT AK FURt lit '-A- PURI IN ALO",-laIll FNF! 0, . A P 11 FAV' PANT! CLIP -.1 BACI LIP At nNi-,T IA,- FACK P ENVE N`N PURJN EAVE S1 F: TAPF SEATER FIELD CLI Or ,sl _AR�fj S C­NLIAl,1 Art,ON OR T Ol PANEL Cl. IP Az CNMENT STRAP (6-0'l LOCATE D AT ENDILAP PUIRUN AfID THE PEAK PURLIN UD E3 M FOR CJl Nro-NIATION SUl T TO CHANCE RECOMMENDED ERECTION PRACTICES (CONTINUED) Using Panel Alignment Strap Pal alignment strap., car) be used to hold panel module, Install atgnment straps at each end lap pul and the peak purlin for the full length of the building. The alignment straps have two lances at 24" on COW r that allow the base of the panel clip to nest in between them. The vertical leg of the panel clip should fit snuttly against the Pat side of the tall lance in the alignment strap Sl the alignment strap at the rake support angle, The alignment strap has two tabs on one and and one tab on the other and. The end with two tabs should be oriented to lead- ing end id of the roof pan" installation. The first alignment strap Should be installed wi h I t the flat side of the tall lance exactly 24" from the vertical leg of the rake support angle. Fasten the alignment sliap to the purlin with Fastener #1 at each prepunched hole loca- tion. Subsequent alignment straps w:II be engaged to the previous strap and fastened In the purlins as outtried al During panel installation, panel clips at the end lap and ridge purlins; are to be installed first. When installing these clips, ensure the clip bases fit in between the void created by the bwo vertically formed farces in the align- ment strap. This will hold the clips at these locations on 24" module. After these clips are installed, the rem .ming clips can be instated in any order convenient to the erector. TCL [IrEcTil 7 20rl4 LIG+iT TRANSMITTING PANEL I RIIA LIGHTITRA PANEL TRI LOWER LIGHT - TRA: SMITTING IGHT-TRANSMITTING PANEL. PURLIN PAl RUN BEFORE LIGHT -1 RA\SMIT! ING PATNEL FASTENER #1 TYPICAL -CI EACI I PURLIN TRANSMITTING PANEL POPLIN uzfCIiVt1A-Rn 7 2014 F Or, GunF ?_IN, IN, Q,?Ai dil LIGHT TRANSMITTING PANEL TRIM INSTALLATION (OPTIONAL) Light transmitting panel trim is available to cover the exposed insulation at the sides of the Ill;ht transmitting panel opening, Two pieces of 2t,7x11,s'x10'-3" angle are required per light trarsnnrt,r.g panel. This angle :s designed to work with either the low or the high system THE 2;;" LEG IS TURNED UP FOR THE LOW 'SYSTEM AND THE 31,,V LEG IS TURNED UP FOR THE HIGH SYSTEM. Install panels up to light transmitting panel run. Do not install clips on this, run until first light transmitting panel trim piece is installed. Cut and remove insulqtinn where light train rnift,rig panel is to t be t located- Leave ocatedLeave enough insulation at he op arid bottom of the opening to be relied back, allow- ra only the backing to be exposed. Pace double faced tape on top of the horizontal leg of the trim to hold the insulation, Notch -up plates and install directly trim for back under ruale, leg of last panel installed, running from lower light transmitting panel pul to upper light transmitting pane! pull Attach to porlms with Fastener #1. Install clips Install lower light transmitting panel run panel Leave upper -most Clip Off until next trim piece is installed Fold Insulation end tab Linder lower panel and install light transmitting panel Fold upper Insular On end tab above light transm,iting panel. Fold upper insulation end tat) above light transmitting paned and instal! upper light transmitting panel, Place double faced tape on next trim piece and notch for back-up plates, Install directly under male leg of light transmitting panel and clip all panels down. CAUTION It is the user's responsibility to ensure that the installation and use of all light I -ansmitting panels comply with State. Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safely Controls that prevent fall -through. VUBJr."T TO CtWIGo w'ITHOU'r NOTICE U11 11 TAPE Y It D REC-10IN zt- OF INSTALLATION ZZ- 4� LIGHT TPRAA'14,;SIMITTING ... ... . ... P1JqLIN FASTENER;l FASTENEl ­/ 12 EACH. LIGHT I RAl [ING PANEL TRIM 0 uzfCIiVt1A-Rn 7 2014 F Or, GunF ?_IN, IN, Q,?Ai dil LIGHT TRANSMITTING PANEL TRIM INSTALLATION (OPTIONAL) Light transmitting panel trim is available to cover the exposed insulation at the sides of the Ill;ht transmitting panel opening, Two pieces of 2t,7x11,s'x10'-3" angle are required per light trarsnnrt,r.g panel. This angle :s designed to work with either the low or the high system THE 2;;" LEG IS TURNED UP FOR THE LOW 'SYSTEM AND THE 31,,V LEG IS TURNED UP FOR THE HIGH SYSTEM. Install panels up to light transmitting panel run. Do not install clips on this, run until first light transmitting panel trim piece is installed. Cut and remove insulqtinn where light train rnift,rig panel is to t be t located- Leave ocatedLeave enough insulation at he op arid bottom of the opening to be relied back, allow- ra only the backing to be exposed. Pace double faced tape on top of the horizontal leg of the trim to hold the insulation, Notch -up plates and install directly trim for back under ruale, leg of last panel installed, running from lower light transmitting panel pul to upper light transmitting pane! pull Attach to porlms with Fastener #1. Install clips Install lower light transmitting panel run panel Leave upper -most Clip Off until next trim piece is installed Fold Insulation end tab Linder lower panel and install light transmitting panel Fold upper Insular On end tab above light transm,iting panel. Fold upper insulation end tat) above light transmitting paned and instal! upper light transmitting panel, Place double faced tape on next trim piece and notch for back-up plates, Install directly under male leg of light transmitting panel and clip all panels down. CAUTION It is the user's responsibility to ensure that the installation and use of all light I -ansmitting panels comply with State. Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safely Controls that prevent fall -through. VUBJr."T TO CtWIGo w'ITHOU'r NOTICE U11 11 UD -82 SEE -.l rOtCLRRENTN,OPl Field Located LTP Installation Directions The Field Located LTP can be, installed at any time, either during roof installation or after the Cot ties been completed. The r Field Located LTP may be installed almost anywhere in the roof The LTP must involve at least two purlin spans and must be at least 5'frorn the eave, l or rake, Once the Feld Located LTP location is deterrinired, vel the exact purlin location at the up slope and down slope ends of the LIP. Cut out the panel flan as shown in the adjacent drawings. At the up slope end only, notch out the panel ribs as shown. The opening for an LTP on a roof with 5' puffin spacing will measure g'-9" long by 18" wide. The opening at the down slope end wit. be 7" from the web of the purlin. -the Opening at the tip Slope end will be 4" from the web of the purlin. CAUTION It is the users responsibility to ensure that the installation and use of all light transmitting panels comply with State, Federal zinc! OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fall -through cyFE(:TIVE APRIL 7. 2N',l Q) Y N Lill N Oct K, zt- ZZ- IZ- G P1JqLIN O 13 0 10 WEB Jr Q) E PURLIN q) O CL IZ z eL 13 Cz C, _0 ctlz_ L2 1:_�: Ld 2) rz CD 'II IV) L: z L.1 Ln Scale: NOT TO SCALE Drawn by. Checked by. Project Engineer.• Job Number: Erection Guide Sheet Number: ULD9 of 15 U IW ;E z 0 00 7 0 0 < O 0 A, A z RIYtL I is, 3' _ WEB QF 24- PURILIN REMOVE PAN ONLY SECTION A -A UD -82 SEE -.l rOtCLRRENTN,OPl Field Located LTP Installation Directions The Field Located LTP can be, installed at any time, either during roof installation or after the Cot ties been completed. The r Field Located LTP may be installed almost anywhere in the roof The LTP must involve at least two purlin spans and must be at least 5'frorn the eave, l or rake, Once the Feld Located LTP location is deterrinired, vel the exact purlin location at the up slope and down slope ends of the LIP. Cut out the panel flan as shown in the adjacent drawings. At the up slope end only, notch out the panel ribs as shown. The opening for an LTP on a roof with 5' puffin spacing will measure g'-9" long by 18" wide. The opening at the down slope end wit. be 7" from the web of the purlin. -the Opening at the tip Slope end will be 4" from the web of the purlin. CAUTION It is the users responsibility to ensure that the installation and use of all light transmitting panels comply with State, Federal zinc! OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fall -through cyFE(:TIVE APRIL 7. 2N',l Q) The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCF3A ENCE3A N Lill N Oct K, zt- ZZ- IZ- G O 13 0 10 Q) E q) O CL IZ eL 13 Cz C, _0 ctlz_ L2 1:_�: Ld 2) rz CD 'II IV) L: z L.1 Ln Scale: NOT TO SCALE Drawn by. Checked by. Project Engineer.• Job Number: Erection Guide Sheet Number: ULD9 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCF3A ENCE3A INSULATION VINYL VA -OR BARRI"R f I y \\ ,� DOUBLE FACED v S 1 Fx TAPE % DOUBLE FACED TAP CUT \ Zn� 01 STEP A STEP B STEP C VINYL VAPOR BARRIER F OLD cP ON S DE & TRIM. L('K UNDER AT ENDS BACKUP PLATE UR TT:-1ANF_ SEALANT J ' A 4 -'� E7 'H SIDES OF TAPE it 'A W -TRI -BEAD TAPE SEALER ITWO ROA13 REai11RF_D1, 7- 1 TRIPFAITAPE. SEAI ER lH V 5!Mi �� BACK-UP PLATE ROOF P. El t11VV-; 760] M_ I.I. LOUsl t _L FACED ]APE INSULATION MIDST COVER BACK-Uh PLATE. SECTION A -A EFFECTIVE AFRIL ]. 2!.iJ SEE www.mbcl.com FVIT. C'JNRENT INFORMATION Field Located LTP Installation Directions - (CONTINUED) After the metal has been removed from the LTP opening, remove the exposed fiberglass Insulation without damaging the vinyl vapor barrier. This can be aided by carefully run- ning the blade of a utility knife along the edge of the meta' at the opening. Do not penetrate the vapor harder. Apply double-faced tape along the side of the panel trapezoid, on both sides of the opening as shown in Step A. Pull the vapor banner over the panel ribs, then out vinyl vapor bar- rier as indicated by the go' -.d lines as shown in step B. Fold vapor barrier and push tightly to the double-faced tape as shown in Step C. At bath the up slope and down slope ends, the vapor barrier should be tucked under ti ie metal panel, Atthe down slope end of the opening, ins!al! a back-up plate onto the end of the roof panel, then install two row's of Tri Bead tape sealant across the width of the panel. The up slope edge of the tape sealant should be 3/4" doom slope from the edge of the open- ing. Apply a liberal bead of urethane sealant across the tape sealant at the panel seam on either side of the Opening, CAUTION It is the users respuns,biity to ensure that the instillation and Use of all light transnit.in9 panels comply with State, Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that Prevent fall -through. S'JRJEC1:0 CtIANGE fr:HOvi 'NOTICE JU53 CUT A N o H E V011,._BoTHSIIFS _ uF FTr r F AI nN- 1 ' 4 ' Wit- BACK -LIP I L PI ATE 'TRI -BEAD TAPE SEALER LIGHT m'P O ROWS REQUIRED) IRAN.,; ITTINC PANE2 4NE SEALANT OFS OF TAP= :T Trl READ TAPE SEALER Two ROViS REWRE0I o SIi1U6 CL 1' E - 1 Add 140. 1 ti pd{ 914 ILL 735-6221 PNoaniX Air N6 - le uu IN Houston. TX -.:'.J 1 4 nit, IN AO 6224 F`—a O w O a tt Et r` l r Z`IP r 1 It 1 4 Atlanta CA ': L tU k T%P 0 5C ,125 Richmond VA 901 - LL 01 Adel GA111,11 t d .' L bo k T% :JJ3 22A A 888 Rlehmontl JA Hous) TX •" l f•.'24 intl'AnapMrs IN I ] f.2J Pho AZ -_131_6224 4i Atwmer t N L 2S .' M TY •l L 1 S 4 mi.hom 4Ky, OK 81C '.. '..14 RoarL- NV f 2M1 Bali Lak City, Ur F??R CURRENTINFDRNIA'!ON St 1,EC O04AN(:E AN -N, GA '..9 M . IN 6'30 6 JC -32.24 Rana NY d>. 55: C.24 AEeL GA 6.,.115 6721 Alla f 2]17 12 +',:24 Lubbock TX.1 J ,:Sad-� MgmFlis TN 3 2'x' 621" Richmond VA ,J:.?"<�.2?A Rn, !Y i(: iJ: 8 Dailasi o..- $,.,-U).[6 OmaNb NF. .:e-416,-,4 15.11 1 Sa„Anfw uTX 1110 115-1111 ® (� L^ Atwafm. CA C k 9 '. Ok h City: OK OG <4 Salt Lak. C y U11110 F74 2401 A[w CAT : 82.9324 . Oklahoma C y QX G : -9" 6224 ,1121 G 11 Lake C'ty,. UT IW Co N[ J O O � � LLI AlezaTl Roof incl Wall ,S,vsrtfins fl'leral hat>F and Wall S'y:et'�m'k DAi.as. T%e,r15a. fit[".. OANd. NF 116 S,ar Antol Tx e,c-..)6.1224 Dallas TX .O '•.1 ...4 onwhatl5 . NE vX,_9k22" San Antonio, TX&MEg9-P2.24 U C U 3 I7 Li U Ed O Scale: NOT TO SCALE Drown by, Checked by - Project Engineer: Aletui Roof and Wal( Svslrms Sheet Number: ULD10 of 15 INSULATION VINYL VA -OR BARRI"R f I y \\ ,� DOUBLE FACED v S 1 Fx TAPE % DOUBLE FACED TAP CUT \ Zn� 01 STEP A STEP B STEP C VINYL VAPOR BARRIER F OLD cP ON S DE & TRIM. L('K UNDER AT ENDS BACKUP PLATE UR TT:-1ANF_ SEALANT J ' A 4 -'� E7 'H SIDES OF TAPE it 'A W -TRI -BEAD TAPE SEALER ITWO ROA13 REai11RF_D1, 7- 1 TRIPFAITAPE. SEAI ER lH V 5!Mi �� BACK-UP PLATE ROOF P. El t11VV-; 760] M_ I.I. LOUsl t _L FACED ]APE INSULATION MIDST COVER BACK-Uh PLATE. SECTION A -A EFFECTIVE AFRIL ]. 2!.iJ SEE www.mbcl.com FVIT. C'JNRENT INFORMATION Field Located LTP Installation Directions - (CONTINUED) After the metal has been removed from the LTP opening, remove the exposed fiberglass Insulation without damaging the vinyl vapor barrier. This can be aided by carefully run- ning the blade of a utility knife along the edge of the meta' at the opening. Do not penetrate the vapor harder. Apply double-faced tape along the side of the panel trapezoid, on both sides of the opening as shown in Step A. Pull the vapor banner over the panel ribs, then out vinyl vapor bar- rier as indicated by the go' -.d lines as shown in step B. Fold vapor barrier and push tightly to the double-faced tape as shown in Step C. At bath the up slope and down slope ends, the vapor barrier should be tucked under ti ie metal panel, Atthe down slope end of the opening, ins!al! a back-up plate onto the end of the roof panel, then install two row's of Tri Bead tape sealant across the width of the panel. The up slope edge of the tape sealant should be 3/4" doom slope from the edge of the open- ing. Apply a liberal bead of urethane sealant across the tape sealant at the panel seam on either side of the Opening, CAUTION It is the users respuns,biity to ensure that the instillation and Use of all light transnit.in9 panels comply with State, Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that Prevent fall -through. S'JRJEC1:0 CtIANGE fr:HOvi 'NOTICE JU53 CUT A N o H E V011,._BoTHSIIFS _ uF FTr r F AI nN- 1 ' 4 ' Wit- BACK -LIP I L PI ATE 'TRI -BEAD TAPE SEALER LIGHT m'P O ROWS REQUIRED) IRAN.,; ITTINC PANE2 4NE SEALANT OFS OF TAP= :T Field Located LTP Installation Directions - (CONTINUED) At the up slope end of the LTP, install two rows or Td -Bead tape sealant p across Its width, up to the horizontal shelf of the trap- ezoid The up slope edge of the top run of tape sealant should be 3<' from the edge of the LTP. Apply a 3" long bead of urethane sealant t'nat covers the rest of the rib of the LTP and marries to the tape se- land This should be done on both sides or the LTP. Cut the "engagement flanges" off of both sides of a back-up plate and install onto the Lip slope end of the LTP. Lift the metal roof panei at the upslope end of the opening. While the metal panel is lifted up, slide the, up slope arid of the LTP (With the ba/.k-up plate engaged on it) under the metal panel for 3". Once the 3" end lap has been achieved at the up slope end, lower the down slope end of the LTP onto the metal panel. CAUTION It is the user's responsibility to ensure that the installation and use of all light transmitting panels comply with State, Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fall through. CE. EFFECTIVE ARR.-7,:011 (rIl F45TER3i 4;.1 X I!A' j A j M1r\ L r FF�c t N lr ( 4' N t /tl \ jp til �: R� �%I •, \P1N'L q b_ i P ( �y4 UPSLOPEENDOFLTPPANEL I4.4x1;a=F d 11' N _IF_a'O, T.I-G?'AO TAPE �y SEALER'FI'w 50.1 M 3 7 (2 ROWS REQ'D.I LIGHTTRAN ir"TiNGPA:NEI : RCOFPayE.- ;1T boost.F SIDE:D TAPE (NOT RY 41k' II BACK-UP PLATE F.7 yl ovr tIP Df (hW l;� I I s Inion and der !Roo P.,,;,, ._.... `• SECTION A -A LIGHT P 7771;G II fI-IFR 491. PANEL 1 t A t' I4X x A 40LI rise 1 1 18' 7 uvagppR 1, q, / _B. DOWN SLOPE END OF LTP PANEL 14X 11A TRI-SEA7TAPE -) Lt lr S7 SEALER [H44 011 P."00 HASHER (I ROWS REQ"' R ".rF VE N W: Ui TINi PANEL 11w_77ACK-UP PLATE }:4i-77801 Pod ry�l c�ir ( I'll,"' - B11kUJRdIt�Ji SECTION B . B E FFE(''IVE AF21L ]. 2^1A SEE www.mb<ci.<om FOR CURREN'! INFORMATION Field Located LTP Installation Directions - (CONTINUED) At the up slope end of the LTP, install six # 1 E fastene-S through the metal panel, LTP and Into the bark -tip plate. Fasteners should be 1172" up slope from the edge of the metal panel and spaced evenly across the flat of the panel as shown in the top two drawings. At the down slope end of the LTP, Install six #43L fasteners through the LTP the metal panel and into the back-up plate Fasteners should be 1112' up slope from the edge of the LTP and spaced evenly across the flat of the panel as shown in the bottom two drawings. CAUTION It is the user's responsibility to ensure Ilia' the Installation and use of all Lght transmitting panels comply with State, Federal and OSHA regulations and laws, ncluding, but not limited to guarding all tight transmitting panels with screens, fixed standard railings, or otheracceptable safety controls that prevent fall -through. SU3JECT TO CHANGE Will all T NOT CE Uf;-6`,- HI, I— T% I i 1 Ji ) 7 8 _n n 1 IN 0 112<`I PNaen a AZ Nousrcn T%C 7 -'!1111 IndianaPUl,s, IN BGC -]3E-6224 Ff-xm AL 89 33 4'24%fEft Nous?�+n Tx II -1-111 d 2 I d P I 141,11715-1211 P9foar rix. AZ 111,111,1214 Ada GA 3,S?, 4N uf. k 1X R chmona, VA N} --1l' Ade GA'V'F?i , LubUnck, IN E 0 I1J R,ch.mo tl V A rfi::2d All :DAA '-' -1 L b . k I`XIN FIX 51:;.. R. hr1,r tl VAN'( it,+ --f224 Atlanta GA D77.512-6224 Mem hl IN AO �5,8 E A Rama, NV CCT 9 6 24 A-, C. S 21 LlIbMi a IN 0, 03 5 4 Rana. N 8C 5516221 A;lanla. GA E i Mdi,111'a. IN 861 22I Rorne. NY „a © AOwamr CA t0 t -:,;,ll, Okia C ty OK 3t ...4 Aaif take Ci y UT i ..2404 Atwmgr CA Hh. ;:`A ON. ahnma City CK i 11 1, 61?4 5 1 Lak L ty IT R( :'Alk (y R Aewafer. CA 1 1 DMIa?,nmA City. OK u ,l r;:llA SaN i ak City, UT." —I-'?4GA O Dallas, TX GOC 633.6224 Omaha, N[ 8JG45C-82.1 San Antonio T%Bt 1 Sen -622.f pastas, TX S10 6 ',o,..J Ornaha, NE M-53. -,<N. Can Antur ce TX 4..0-:156+:224 Dallas. TX 930 t13 o_.4 Omsl a. NE f -0C-458.6224 Ban An,ordo, TX 600 593 6224 Metal Roo,+' and Gtal! S�'slenxs d�lerol hoof tract Wall .Sls&wm Mefn! hoof tanrd Wall Sv;tvenis TRI B' ALfA ESEALER tFull L'.n;i. I B.1, SideG) � 1 REPAIR CAP`__ ,JPETHANE IHw-121CIj SEALANT Lsab Frdsl tc FaFTE J=R't'e -1 )A 114 'I HTTIAN +TTN. t l t x ro ,> EK /✓p� tjl � Itl�`, A \ [Nw12101 Jn ur t i I \ a . 0., EAOHS �E,�,,,✓ •' y UP SLOPE END OF LTP PANEL I 39 F STA ', {.�� REPAIR CAP 41AX UA TEK ✓`h"?, �' ruler'.. o. rdl IAr �� IAHw.121o1 EACs OE i1C i t u. Field Located LTP Installation Directions - (CONTiNUED) Install Tri -Bead tape sealant on the inside and along the full length of two repair caps. At each end of both repair caps., apply a liberal amount of urethane sealant in the rib and up both sides. Install the repair caps to either side of the LTP. The repair caps should extend past the LTP an equal distance at both ends. WhBe putting moderate foot pressure on the repair cap. Install Fastener #4 at 6" on center. Fastener must penetrate through the tape sealant on the inside of the repair cap and info panel side cinching repair cap tight- It is best to pre -mark the fastener locations and start In the middle of the repair cap and work town: ds both ends installing the fasteners. 111 FA3'EIE EI''.14X I i 4•-� t_ 161 FAIDIF X4L 1r0.14X, 1A LONG: -,E 5 7 tiNSIOF.CAP _Ls LONG IIS -iE INASHER When repair caps are attached, inspect the DOWN SL OPE END OF LTP PANEL up slope end of each to insure that the ure- thane sealant completely sealed the; repair FERAI?CAP cap to the panel and that there are no voids. ih,,-1e13, If any voids are found, inject more urethane sealant into the area and finger wipe. - '11111TWI. p4 :,.. iia LAPTEK LONC IF S Isms at: gnNrare r ) 1lTnil I AV 1APP.' LERI 't -.3<I IYOUINC: E l APE y v� Ir + 11 R4N^MIT^410 PAVE'_ riot), :k:'.E h I. j�, 1 nye over loP o! f oriel we i s' 1a• SECTION A • A CAUTION it is the user's responsibility to ensure that the installation and use of all light transmitting panels comply with State, Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fall through. EN! T\-----PREFORNAF FOR A': 12 -4:1 � X61 J. __.-../ENO SCFtIb_ LINE UD `M KL www mb6.­f0rICJPPLNT -J4-oin4AnoN 1UEJELi IG.,hL4N:__Vtrr.. UI NO:I_- .! T+- t I" 'r'I --' 'n """ , "' ,: *iris "":�; C i E FEL JL Af r.- _J ( ci_C \s_. R':.. ,, 1.14 SL_www.rcbcl coin Ft.it vVF„ NT ,.+. ,,. :..A, ,.N NOTE NIBCl does not recommend the usel, of a ridge venti':atnr on standing seam roof' systems. Sidewali or endwail exhaust fans or other ventilating methods should be cern-I slcered. These details are for your conve- nience only. Only a 9" ridge ventilator can) be used with this SSR system. Do not use' ridge ventilators on any roof over 200' in I width or with a slope less than 1:12 ori greater than 6:12. INSTALLATION Turn ventilator over and place gently on its top. Note that the end cap is pre -formed for a 1:12 roof pitch. The five bench mark dots represent 2:12. 312, 4:12, 5:12 and 6:12 roof pitches. Draw a line between indicated corners and the appropri- ate dot for the roof pitch, Cut and remove that portion of the end cap On 5:12 and 6:12 roof pitches see vent manufacturer's special instructions for the instai!i ion of the vent skirt. 1 -he end cap is now ready to receive the end skirt. Position end skirt onto end cap. Be sure the down -turned angle of the end skirt is inside of and up against the end cap. Attach end skirt to ventilator end cap with Fastener #4 in four places. SUEJlCi IO CHANGE WI I HOLIT NOTICE Ub-51 LIRE SEAI TR' -BEAD TAPE SEAL T FASTENER#4 ,} END SKIRT \— END SKIPT FASTENER 4 RIDGE FLASHING— >�a4n�laa RIDGE END CAP � VENTILATOR END CAP � ,f L. r. HANE'- f SEALANT �- �// � „= TUBE SEALANT '`-- FASTENER 414 R da RIDGE VENTILATOR INSTALLATION (CONTINUED) After Tri -Bead tape sealer has been applied to top of outside closures, install ventilator in proper location. Be. sure to center in open- ing. Attach ventilator to outside closures with Fastener #4 on 6" centers. Use tube sealant to seal between the outside of the ventilator and the end skirt. Install the ridge flashing as in Step 14: except to those pieces on either side of ventila- tor, These wit. lay on top of, and sea: to, the ventilator end skirt with a ridge end cap. Use Tri -Bead tape sealer to seal the ridge end cap to the ridge flashing and the end skirt. Use Fastener f 4 to install the end cap. Six faslen ers are required to tie the end cap to the ven- tilator end skirt. Eight fasteners are required to tie the end cap to the ridge flashing. For continuous ventilators install end skirts on both ends of the first ventilator and one end of all following ventilators. Attach ventilator to outside rosures as out- lined above. Install an additional Fastener #4 through tele corner of the side skirt and into the end skirt. Do not connect more than 4 vents to the same linkage. U.] -se S=L www -mW- 4 J.i CL RQENT INFORMAHONN SUE ILGT TO CHANGE WnT cUT Nc'J rl%L Er F ECnVE APRIL 7. 2fitd Q) Trl READ TAPE SEALER Two ROViS REWRE0I o SIi1U6 CL RAMI IJvrh le vi `c n a vii C j O w O a tt Et r` l r Z`IP r 1 It •„_s , U�tr LL 01 rJ 2 PANEL CROSS SECTION U Q Un -a9 SEE www mbu.<om F??R CURRENTINFDRNIA'!ON St 1,EC O04AN(:E Field Located LTP Installation Directions - (CONTINUED) At the up slope end of the LTP, install two rows or Td -Bead tape sealant p across Its width, up to the horizontal shelf of the trap- ezoid The up slope edge of the top run of tape sealant should be 3<' from the edge of the LTP. Apply a 3" long bead of urethane sealant t'nat covers the rest of the rib of the LTP and marries to the tape se- land This should be done on both sides or the LTP. Cut the "engagement flanges" off of both sides of a back-up plate and install onto the Lip slope end of the LTP. Lift the metal roof panei at the upslope end of the opening. While the metal panel is lifted up, slide the, up slope arid of the LTP (With the ba/.k-up plate engaged on it) under the metal panel for 3". Once the 3" end lap has been achieved at the up slope end, lower the down slope end of the LTP onto the metal panel. CAUTION It is the user's responsibility to ensure that the installation and use of all light transmitting panels comply with State, Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fall through. CE. EFFECTIVE ARR.-7,:011 (rIl F45TER3i 4;.1 X I!A' j A j M1r\ L r FF�c t N lr ( 4' N t /tl \ jp til �: R� �%I •, \P1N'L q b_ i P ( �y4 UPSLOPEENDOFLTPPANEL I4.4x1;a=F d 11' N _IF_a'O, T.I-G?'AO TAPE �y SEALER'FI'w 50.1 M 3 7 (2 ROWS REQ'D.I LIGHTTRAN ir"TiNGPA:NEI : RCOFPayE.- ;1T boost.F SIDE:D TAPE (NOT RY 41k' II BACK-UP PLATE F.7 yl ovr tIP Df (hW l;� I I s Inion and der !Roo P.,,;,, ._.... `• SECTION A -A LIGHT P 7771;G II fI-IFR 491. PANEL 1 t A t' I4X x A 40LI rise 1 1 18' 7 uvagppR 1, q, / _B. DOWN SLOPE END OF LTP PANEL 14X 11A TRI-SEA7TAPE -) Lt lr S7 SEALER [H44 011 P."00 HASHER (I ROWS REQ"' R ".rF VE N W: Ui TINi PANEL 11w_77ACK-UP PLATE }:4i-77801 Pod ry�l c�ir ( I'll,"' - B11kUJRdIt�Ji SECTION B . B E FFE(''IVE AF21L ]. 2^1A SEE www.mb<ci.<om FOR CURREN'! INFORMATION Field Located LTP Installation Directions - (CONTINUED) At the up slope end of the LTP, install six # 1 E fastene-S through the metal panel, LTP and Into the bark -tip plate. Fasteners should be 1172" up slope from the edge of the metal panel and spaced evenly across the flat of the panel as shown in the top two drawings. At the down slope end of the LTP, Install six #43L fasteners through the LTP the metal panel and into the back-up plate Fasteners should be 1112' up slope from the edge of the LTP and spaced evenly across the flat of the panel as shown in the bottom two drawings. CAUTION It is the user's responsibility to ensure Ilia' the Installation and use of all Lght transmitting panels comply with State, Federal and OSHA regulations and laws, ncluding, but not limited to guarding all tight transmitting panels with screens, fixed standard railings, or otheracceptable safety controls that prevent fall -through. SU3JECT TO CHANGE Will all T NOT CE Uf;-6`,- HI, I— T% I i 1 Ji ) 7 8 _n n 1 IN 0 112<`I PNaen a AZ Nousrcn T%C 7 -'!1111 IndianaPUl,s, IN BGC -]3E-6224 Ff-xm AL 89 33 4'24%fEft Nous?�+n Tx II -1-111 d 2 I d P I 141,11715-1211 P9foar rix. AZ 111,111,1214 Ada GA 3,S?, 4N uf. k 1X R chmona, VA N} --1l' Ade GA'V'F?i , LubUnck, IN E 0 I1J R,ch.mo tl V A rfi::2d All :DAA '-' -1 L b . k I`XIN FIX 51:;.. R. hr1,r tl VAN'( it,+ --f224 Atlanta GA D77.512-6224 Mem hl IN AO �5,8 E A Rama, NV CCT 9 6 24 A-, C. S 21 LlIbMi a IN 0, 03 5 4 Rana. N 8C 5516221 A;lanla. GA E i Mdi,111'a. IN 861 22I Rorne. NY „a © AOwamr CA t0 t -:,;,ll, Okia C ty OK 3t ...4 Aaif take Ci y UT i ..2404 Atwmgr CA Hh. ;:`A ON. ahnma City CK i 11 1, 61?4 5 1 Lak L ty IT R( :'Alk (y R Aewafer. CA 1 1 DMIa?,nmA City. OK u ,l r;:llA SaN i ak City, UT." —I-'?4GA O Dallas, TX GOC 633.6224 Omaha, N[ 8JG45C-82.1 San Antonio T%Bt 1 Sen -622.f pastas, TX S10 6 ',o,..J Ornaha, NE M-53. -,<N. Can Antur ce TX 4..0-:156+:224 Dallas. TX 930 t13 o_.4 Omsl a. NE f -0C-458.6224 Ban An,ordo, TX 600 593 6224 Metal Roo,+' and Gtal! S�'slenxs d�lerol hoof tract Wall .Sls&wm Mefn! hoof tanrd Wall Sv;tvenis TRI B' ALfA ESEALER tFull L'.n;i. I B.1, SideG) � 1 REPAIR CAP`__ ,JPETHANE IHw-121CIj SEALANT Lsab Frdsl tc FaFTE J=R't'e -1 )A 114 'I HTTIAN +TTN. t l t x ro ,> EK /✓p� tjl � Itl�`, A \ [Nw12101 Jn ur t i I \ a . 0., EAOHS �E,�,,,✓ •' y UP SLOPE END OF LTP PANEL I 39 F STA ', {.�� REPAIR CAP 41AX UA TEK ✓`h"?, �' ruler'.. o. rdl IAr �� IAHw.121o1 EACs OE i1C i t u. Field Located LTP Installation Directions - (CONTiNUED) Install Tri -Bead tape sealant on the inside and along the full length of two repair caps. At each end of both repair caps., apply a liberal amount of urethane sealant in the rib and up both sides. Install the repair caps to either side of the LTP. The repair caps should extend past the LTP an equal distance at both ends. WhBe putting moderate foot pressure on the repair cap. Install Fastener #4 at 6" on center. Fastener must penetrate through the tape sealant on the inside of the repair cap and info panel side cinching repair cap tight- It is best to pre -mark the fastener locations and start In the middle of the repair cap and work town: ds both ends installing the fasteners. 111 FA3'EIE EI''.14X I i 4•-� t_ 161 FAIDIF X4L 1r0.14X, 1A LONG: -,E 5 7 tiNSIOF.CAP _Ls LONG IIS -iE INASHER When repair caps are attached, inspect the DOWN SL OPE END OF LTP PANEL up slope end of each to insure that the ure- thane sealant completely sealed the; repair FERAI?CAP cap to the panel and that there are no voids. ih,,-1e13, If any voids are found, inject more urethane sealant into the area and finger wipe. - '11111TWI. p4 :,.. iia LAPTEK LONC IF S Isms at: gnNrare r ) 1lTnil I AV 1APP.' LERI 't -.3<I IYOUINC: E l APE y v� Ir + 11 R4N^MIT^410 PAVE'_ riot), :k:'.E h I. j�, 1 nye over loP o! f oriel we i s' 1a• SECTION A • A CAUTION it is the user's responsibility to ensure that the installation and use of all light transmitting panels comply with State, Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fall through. EN! T\-----PREFORNAF FOR A': 12 -4:1 � X61 J. __.-../ENO SCFtIb_ LINE UD `M KL www mb6.­f0rICJPPLNT -J4-oin4AnoN 1UEJELi IG.,hL4N:__Vtrr.. UI NO:I_- .! T+- t I" 'r'I --' 'n """ , "' ,: *iris "":�; C i E FEL JL Af r.- _J ( ci_C \s_. R':.. ,, 1.14 SL_www.rcbcl coin Ft.it vVF„ NT ,.+. ,,. :..A, ,.N NOTE NIBCl does not recommend the usel, of a ridge venti':atnr on standing seam roof' systems. Sidewali or endwail exhaust fans or other ventilating methods should be cern-I slcered. These details are for your conve- nience only. Only a 9" ridge ventilator can) be used with this SSR system. Do not use' ridge ventilators on any roof over 200' in I width or with a slope less than 1:12 ori greater than 6:12. INSTALLATION Turn ventilator over and place gently on its top. Note that the end cap is pre -formed for a 1:12 roof pitch. The five bench mark dots represent 2:12. 312, 4:12, 5:12 and 6:12 roof pitches. Draw a line between indicated corners and the appropri- ate dot for the roof pitch, Cut and remove that portion of the end cap On 5:12 and 6:12 roof pitches see vent manufacturer's special instructions for the instai!i ion of the vent skirt. 1 -he end cap is now ready to receive the end skirt. Position end skirt onto end cap. Be sure the down -turned angle of the end skirt is inside of and up against the end cap. Attach end skirt to ventilator end cap with Fastener #4 in four places. SUEJlCi IO CHANGE WI I HOLIT NOTICE Ub-51 LIRE SEAI TR' -BEAD TAPE SEAL T FASTENER#4 ,} END SKIRT \— END SKIPT FASTENER 4 RIDGE FLASHING— >�a4n�laa RIDGE END CAP � VENTILATOR END CAP � ,f L. r. HANE'- f SEALANT �- �// � „= TUBE SEALANT '`-- FASTENER 414 R da RIDGE VENTILATOR INSTALLATION (CONTINUED) After Tri -Bead tape sealer has been applied to top of outside closures, install ventilator in proper location. Be. sure to center in open- ing. Attach ventilator to outside closures with Fastener #4 on 6" centers. Use tube sealant to seal between the outside of the ventilator and the end skirt. Install the ridge flashing as in Step 14: except to those pieces on either side of ventila- tor, These wit. lay on top of, and sea: to, the ventilator end skirt with a ridge end cap. Use Tri -Bead tape sealer to seal the ridge end cap to the ridge flashing and the end skirt. Use Fastener f 4 to install the end cap. Six faslen ers are required to tie the end cap to the ven- tilator end skirt. Eight fasteners are required to tie the end cap to the ridge flashing. For continuous ventilators install end skirts on both ends of the first ventilator and one end of all following ventilators. Attach ventilator to outside rosures as out- lined above. Install an additional Fastener #4 through tele corner of the side skirt and into the end skirt. Do not connect more than 4 vents to the same linkage. U.] -se S=L www -mW- 4 J.i CL RQENT INFORMAHONN SUE ILGT TO CHANGE WnT cUT Nc'J rl%L Er F ECnVE APRIL 7. 2fitd Q) The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A N h N o CL U t le vi `c n a vii C j O w O to Qui O O O C U U�tr LL 01 rJ 2 U Q 0 o O y IZ vo c L- Q It �2 L2�2 Q O O � � LLI vQ 0 U C U 3 I7 Li U Ed O Scale: NOT TO SCALE Drown by, Checked by - Project Engineer: Job Number: Erection Guide Sheet Number: ULD10 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A RIDGE VENTILATOR INSULATION RIDGE VENTILATOR /- FASTENER til P N IN U10 -1,C, Q2,i (E.- 0 C) TX TRI -BEAD AZ�­!33-622,1 TAPE SEALER T' N Io., 10 077.713-A224 1 -11.. IN 31­35-62�4 lot 'I. AZCa�.533II­24 12! 0, C, G. ,,, -1, Q1,I M'Stm, TX �7 1-713-� 22,1 h,ol.-P. K IN Itl� IM II�., Phoi,m AT 8F2 5?,�1,224 L—Tor. TX Fx� flys Q�4 yll No—,. rX 377 -7I3 -r.,,4 lo-mipeii, IN 901-735-o224 P -i, AZ r%:'1 iFA o2.2,I Ficm,­1 VAMQ-7��224 z Jr A I,,% GAII-S2-6224 My ph TN 60(-2 e 4 Rome, NY QC 9-6'24 Adel. CA thil ­,,22ii A 1.111., CA 1, 1-- F214 Lubbock, TX so, �98�224 tremphi, Te 1�;G-Wk­224 R,,b,—o, VA K-0 ', 2e 63214 P o- .1 ­1,A-F22,i I&MI a reference point as to how far down slope to A.1 CA FIL, Ii'l F'N 1. olo—, T. ' 00 753 1�2,t Rim, -,LVA111`1 Adel GA ITII —, �2�,I -6 22.1 L.Iob­k. TX 716 61-' AZ l md,itAri,729Q24 Sell Let. City, UT 110�1 671-240- s- A—T., TX A-1- CA �W Coll— T. tetGA13 6-1 --io. Lav K — Iv F,- e` ­r WE nO 1611 �22,I A —, CA tt�� Silt r� U C11 Ire, ..I, L.e it, LIT 'I'! ­­ CA �Ilf-82it­21 T­� 113a tl�l ­­­, Cil, C; , ),1,111.62l,t On— E6W,,FA 21., Ati,me, GA ?7!-1­'­CZA W—mil I TNI o00�2,A ;�,24 Ammi. 41 Ali,,—, CA 177-5­6nI it—mole, IN 1111-211 -6 Rome I Mclal Roof and 1,11/4r/1 .}yiitons Dal aa, i%6. — 1`224 -,A N, —A III AIII.— F( 11�C I 1�61:1 A CA qCO IicQ 4124 TX Clklmmi Cie, CK MC, -1 -,224 -1 L- C ty, UT rotl 8M -1 A =Iteic (11"I&F93, Ot-11. City, OK FJ,1 C224 $,,I, Lelo, C,., LIT 601171 21r' Q, Metal Roof and It it// Svstems Afelat Roof ii Wall Si,stems IOS� I�N?14 Sm, Amom,,� TX IT ��,'­,A Dana 119 �Fl F,12,, 0-11IF, NE 8111111-217" Set, Ar—i, x t,' I (n UJ (q), Scale: NOT TO SCALE Dro wn by. Checked by. Project Engineer: Job Number: Erection Guide Sheet Number: ULD11 of 15 lifelat Roof anit MiLl S) slenis RIDGE VENTILATOR INSULATION RIDGE VENTILATOR /- NOTES: ONLY 9" RIDGE VENTILATORS CAN BE USED WITH THIS SSR SYSTEM DO NOT USE RIDGE VENTILATORS ON ANY ROOF OVER 200' IN WIDTH OR WITH A SLOPE LESS THAN 1:12 OR GREATER THAN 6:12. SEE PAGES UD -24 AND UD -25 FOR FASTENER SELECTION. EFIEUI WE APRIL 7, 2Dl,t SEE eoeee imi FOR CURREN T INFORMA NON SJBJECI !0 C�ANQEYVI rMi.L.N 'TICE Ju - FASTENER 411F (3 PLR PANEL I RIDGE FASTENER #» FLASHING FAST ENER 6"o METAL VEl J1111 VENT PANEL MEW V0 ik PER PANEL.) I, PER PANEL FOR 12- IN BE PANELS) PANELCLIP I Jr FASTFNEIFfil (? REQUIRED) PURLINRI BEAD BACK-UP PLATE TAPE SEAL FIR OUTSIDE CtOSLFC7- FASTENER JOE PER PANFLt FASTENER #4 RIDGE FLASHING FASTFNFR 1< e U.C. I if PER Fol ATED—, VENT DRIP FL -2E4 1 Il Ultra -DV,k' Te PANE_ FA,,;TrNFRr`IE 16 PER PANEL) (3 PER PANEL. FOR LOW 12- WDE PANELS) FANI LCUP FASTENER ;'ii 7' ----k ' TRI: 8 PAD BACK UP PLATE (2 REQUI RED) PURLIN J TAPE SEALER OUTSIDE CLOSURE 11D.60 SFE www.mbci.com FORCURREN' INIORMA"ON S051ECT TO C, ANGIF 1!Tl­IPJTNO7CE EFFI-CTIVEAPRi- 7. 2014 am• -low "M 70P Er Ultra-Dek A-_;,­�--LJPPER J:kS-DRk- \PANEL \ -,�- \ RAFEL FAST ENEPR,iIE-�­41 FASTFNFR#IP (11 PER FNC[-,',P) (11PER ENDLAP) INSIDE INSIDE �-F -,- --I Ri BEAD V­'­­��­­:- -Fl PAD C! ;sU CL0&JRE SEAL -ER 'EALER S �,��Y— FASZIPNill .7 LOWER LOWI -FA. Tf.NLR#1 PANEL (2) PER CLOSURE PANEL FIXED FIXED ENDLA P ENDLAP HIMI M11 :J FIXED OwWIVID FIXED L�I&W L n.7032) FA,TENR#1 _ F. ,_PLATE kHFL7636, , FASTENER Ali LOW SYSTEM K"DC) HIGH SYSTEM (B O.C,) uIte,,DCk' ADD TIONAL FASTENER ftIF- /­ JPPF'R "AND. RFT'.VFFN PRE P"J14CIII-D /3 HOLES xv FA9TENE241E FIISTENFa#I�E­ IN"10E cl 0sul. IN IRE 'ED HCI T S QLJ TET S I RAI WALL PANEL THICKNESS J PASTE -R014 U , P DATING -OWE JE PLATE (1,1017617)) EL FASrE NER #4 4- UICC, D,01PANEL ­4DIT.--, FASTENER LOCATION NSUlAJI0 FASTENER #'B TRI -BEAD -INSIDE CLOSURE TAPE SEALER FASTENER -1a FASTENER #4 7.7 AT 12" OC DOUBLE FACED TAPE PASTE N F R #5 -It,/ � FASTENER#5 TRI -BEAD OFFSET � PANEL CAP TRIM TAPE SEAL FIR FASTENER #1 t Cur. FF, I WALL FLOATING HIGH PANEL CAVE PLATE DOUBLE FACED TAPE LOW SYSTEMT BOX PANEL IN Cut ATION M", SAVE CAP I RIM HIGH SYSTEM NOTES 1. This special detail is for use when a panel run exceeds the thermal movement capabilities of the panel clip. Please refer to page UD -3. 2. A positive panel attachment is made at the mid -point in the panel run allowing for thermal movement to the eave and ridge. 3. The standard floating ridge, cord non must be used in conjunction with this special eave detail. 4. The floating eave plate must be used to allow for panel movement at the eave. 5. Refer to page I for maximum clip movement in each direcCon.Thernial calculations must be performed for each protect to ensure that the thermal movement of the roof will not exceed the design of the clips and slot in the special eave plate. EFFECTIVE APRIL? 2014 SEE — FOR CURRENT tN FORI SU9,ECI TO CPANGE VA 11401 IT NOT CF. Un -Ii FASTENER til P N IN U10 -1,C, Q2,i (E.- 0 C) TX TRI -BEAD AZ�­!33-622,1 TAPE SEALER T' N Io., 10 077.713-A224 1 -11.. IN 31­35-62�4 lot 'I. AZCa�.533II­24 NOTES: ONLY 9" RIDGE VENTILATORS CAN BE USED WITH THIS SSR SYSTEM DO NOT USE RIDGE VENTILATORS ON ANY ROOF OVER 200' IN WIDTH OR WITH A SLOPE LESS THAN 1:12 OR GREATER THAN 6:12. SEE PAGES UD -24 AND UD -25 FOR FASTENER SELECTION. EFIEUI WE APRIL 7, 2Dl,t SEE eoeee imi FOR CURREN T INFORMA NON SJBJECI !0 C�ANQEYVI rMi.L.N 'TICE Ju - FASTENER 411F (3 PLR PANEL I RIDGE FASTENER #» FLASHING FAST ENER 6"o METAL VEl J1111 VENT PANEL MEW V0 ik PER PANEL.) I, PER PANEL FOR 12- IN BE PANELS) PANELCLIP I Jr FASTFNEIFfil (? REQUIRED) PURLINRI BEAD BACK-UP PLATE TAPE SEAL FIR OUTSIDE CtOSLFC7- FASTENER JOE PER PANFLt FASTENER #4 RIDGE FLASHING FASTFNFR 1< e U.C. I if PER Fol ATED—, VENT DRIP FL -2E4 1 Il Ultra -DV,k' Te PANE_ FA,,;TrNFRr`IE 16 PER PANEL) (3 PER PANEL. FOR LOW 12- WDE PANELS) FANI LCUP FASTENER ;'ii 7' ----k ' TRI: 8 PAD BACK UP PLATE (2 REQUI RED) PURLIN J TAPE SEALER OUTSIDE CLOSURE 11D.60 SFE www.mbci.com FORCURREN' INIORMA"ON S051ECT TO C, ANGIF 1!Tl­IPJTNO7CE EFFI-CTIVEAPRi- 7. 2014 am• -low "M 70P Er Ultra-Dek A-_;,­�--LJPPER J:kS-DRk- \PANEL \ -,�- \ RAFEL FAST ENEPR,iIE-�­41 FASTFNFR#IP (11 PER FNC[-,',P) (11PER ENDLAP) INSIDE INSIDE �-F -,- --I Ri BEAD V­'­­��­­:- -Fl PAD C! ;sU CL0&JRE SEAL -ER 'EALER S �,��Y— FASZIPNill .7 LOWER LOWI -FA. Tf.NLR#1 PANEL (2) PER CLOSURE PANEL FIXED FIXED ENDLA P ENDLAP HIMI M11 :J FIXED OwWIVID FIXED L�I&W L n.7032) FA,TENR#1 _ F. ,_PLATE kHFL7636, , FASTENER Ali LOW SYSTEM K"DC) HIGH SYSTEM (B O.C,) uIte,,DCk' ADD TIONAL FASTENER ftIF- /­ JPPF'R "AND. RFT'.VFFN PRE P"J14CIII-D /3 HOLES xv FA9TENE241E FIISTENFa#I�E­ IN"10E cl 0sul. IN IRE 'ED HCI T S QLJ TET S I RAI WALL PANEL THICKNESS J PASTE -R014 U , P DATING -OWE JE PLATE (1,1017617)) EL FASrE NER #4 4- UICC, D,01PANEL ­4DIT.--, FASTENER LOCATION NSUlAJI0 FASTENER #'B TRI -BEAD -INSIDE CLOSURE TAPE SEALER FASTENER -1a FASTENER #4 7.7 AT 12" OC DOUBLE FACED TAPE PASTE N F R #5 -It,/ � FASTENER#5 TRI -BEAD OFFSET � PANEL CAP TRIM TAPE SEAL FIR FASTENER #1 t Cur. FF, I WALL FLOATING HIGH PANEL CAVE PLATE DOUBLE FACED TAPE LOW SYSTEMT BOX PANEL IN Cut ATION M", SAVE CAP I RIM HIGH SYSTEM NOTES 1. This special detail is for use when a panel run exceeds the thermal movement capabilities of the panel clip. Please refer to page UD -3. 2. A positive panel attachment is made at the mid -point in the panel run allowing for thermal movement to the eave and ridge. 3. The standard floating ridge, cord non must be used in conjunction with this special eave detail. 4. The floating eave plate must be used to allow for panel movement at the eave. 5. Refer to page I for maximum clip movement in each direcCon.Thernial calculations must be performed for each protect to ensure that the thermal movement of the roof will not exceed the design of the clips and slot in the special eave plate. EFFECTIVE APRIL? 2014 SEE — FOR CURRENT tN FORI SU9,ECI TO CPANGE VA 11401 IT NOT CF. Un -Ii Z The manufacturer recommends that only one- piece aluminum curbs be Used on it's stand- ing soatil roof systems. The curb flange is constructed to match [tie configuration of the panol. The side flange extends to the next nat- ural scam in the roof panel and conforms to the seam configuration. Cap strips, fumisied by the curb manufacturer, secure the curb to the roof panels The roof Curb is installed under the Too,,* panels on the upslope end and on top of the roof panels on the LJOVITISIOpe end Support framing should be installed before curb installation, Back -tip plates (for the roof panels at the down slope end of the curb), a floating eave plate (for the upslope end of the curb), long -life fasten- ers and Triple Bead tape sealer must be ordered for each curb. These curbs may be installed as the roof is being installed or after the roof has bee - installed. Since the curb sides are an integral part of the roof seam. the curb must align with the roof panel seams. If the curb call be ROOF CURB CROSS SECTION shifted Lip to 12" to either SOO, the curb can be pre -ordered and be installed with the roof panels or installed after the roof is in place. If the curb placement is critical. Install the curt) fir I - In I -1 1 '1 1 U D k-', SL* —riltoci.coo, VO NfOrMATIC)n suppo am ng a e esiro ora on an roof over it. Measure the panel rib locations in reference to the required curb opening and order the roof curb for each location. The curbs can then be installed in each location, ensuring an exact fit. ATTENTION All cl mut b iirnitoiied over Support ran;lnq, sm"'Plie'd by the, rn"Mi"O bofla- nianufncLurer or the curb supictior, sim,irkert framing must he properly locat- ed to provide `tnd,'tTIPI' conditions ,,it the ends of the curb, refer to Roof Curb, Cross SAICtron far vrdIe31 d"Inc,"sions. WARNING 4 is the user's nilApoilfllbilify to ensure thial openings Cut into the roof for instal- latior, of mo, Orion cor-,Twy with State, Fen ,slclf:_,lit OSHA and Inws. in-luding Out n""i: rmited to uarding roof opent"ps, witrpitrv,,00d, fixed sitan- INd rallings, or otho, accepON'CI slilep, con","Ces, that preE '.t falf­thro"IPs,, SUELIEC T TO CHANG L 11rI i10U NO TIC" ElrECTIVL Al 7 2014 I EFFECT NEATIFV; 7 2014 F P111.11mi, TX 3221Inds P N IN U10 -1,C, Q2,i P ..m, AZ 61! J -22,I TX ,dw,mimim IN ix )35 6224 AZ�­!33-622,1 FLOATING CURB =tLe- N Io., 10 077.713-A224 1 -11.. IN 31­35-62�4 lot 'I. AZCa�.533II­24 12! 0, C, G. ,,, -1, Q1,I IX R,0—IL VA o- 1.-124 A CAM,41t,622I L—Tor. TX Fx� flys Q�4 SUPPORT FRANANG MALE LEG A III 4,III�2,i r%:'1 iFA o2.2,I Ficm,­1 VAMQ-7��224 z Jr A I,,% GAII-S2-6224 My ph TN 60(-2 e 4 Rome, NY QC 9-6'24 Ali'lul CA 1177 512-6224 hi FWTNEOD,066224 i MY $01, 65162k! I&MI a reference point as to how far down slope to A I.,-. CA 77 512-6Z24 Met,pilt, TIN eii0 C224 FL,me NY 51)1 '4 A .— (R ARe.t., CA 'I Ii A324 Call- nI init, 6153 622,1 Cle-1— City, 0KFlL­,1QT­-,14 0o"It., Ne Pio-4.^.62.1 Sell Let. City, UT 110�1 671-240- s- A—T., TX A-1- CA �W Coll— T. tetGA13 6-1 --io. Lav K — Iv F,- e` ­r WE nO 1611 �22,I It, I-- Cry,'IT A:i, X'l-N,A Stio AI, TX — %8 E224 0 Mai @ ­­ CA �Ilf-82it­21 T­� 113a tl�l ­­­, Cil, C; , ),1,111.62l,t On— E6W,,FA 21., II,11 I-- CITY, LIT 1i; it' ­. 6- AI,mfl, Tx In', 598 6�4 Afetall Rolf and VI'all systenis Mclal Roof and 1,11/4r/1 .}yiitons Metal Raaf and Wall Slititteins L2 Ei Z The manufacturer recommends that only one- piece aluminum curbs be Used on it's stand- ing soatil roof systems. The curb flange is constructed to match [tie configuration of the panol. The side flange extends to the next nat- ural scam in the roof panel and conforms to the seam configuration. Cap strips, fumisied by the curb manufacturer, secure the curb to the roof panels The roof Curb is installed under the Too,,* panels on the upslope end and on top of the roof panels on the LJOVITISIOpe end Support framing should be installed before curb installation, Back -tip plates (for the roof panels at the down slope end of the curb), a floating eave plate (for the upslope end of the curb), long -life fasten- ers and Triple Bead tape sealer must be ordered for each curb. These curbs may be installed as the roof is being installed or after the roof has bee - installed. Since the curb sides are an integral part of the roof seam. the curb must align with the roof panel seams. If the curb call be ROOF CURB CROSS SECTION shifted Lip to 12" to either SOO, the curb can be pre -ordered and be installed with the roof panels or installed after the roof is in place. If the curb placement is critical. Install the curt) fir I - In I -1 1 '1 1 U D k-', SL* —riltoci.coo, VO NfOrMATIC)n suppo am ng a e esiro ora on an roof over it. Measure the panel rib locations in reference to the required curb opening and order the roof curb for each location. The curbs can then be installed in each location, ensuring an exact fit. ATTENTION All cl mut b iirnitoiied over Support ran;lnq, sm"'Plie'd by the, rn"Mi"O bofla- nianufncLurer or the curb supictior, sim,irkert framing must he properly locat- ed to provide `tnd,'tTIPI' conditions ,,it the ends of the curb, refer to Roof Curb, Cross SAICtron far vrdIe31 d"Inc,"sions. WARNING 4 is the user's nilApoilfllbilify to ensure thial openings Cut into the roof for instal- latior, of mo, Orion cor-,Twy with State, Fen ,slclf:_,lit OSHA and Inws. in-luding Out n""i: rmited to uarding roof opent"ps, witrpitrv,,00d, fixed sitan- INd rallings, or otho, accepON'CI slilep, con","Ces, that preE '.t falf­thro"IPs,, SUELIEC T TO CHANG L 11rI i10U NO TIC" ElrECTIVL Al 7 2014 I EFFECT NEATIFV; 7 2014 F -Hw-i6t­i , E�G:HTTI— fIll-_76L8 FLOATING EAVE PLATE TAPE SEALER FASTENER #5 FLOATING CURB xD1 S4 7EK 2 Ui� 12! 0, C, PURL FRAMING tol'"IVIDER OR SFCON`)ARY C1RR L) SUPPORT FRANANG MALE LEG TRIPLE BEAD TAPE SEALER LOWER PANELS AT CURB SEC—mb—or, CQRCIJRRFNT NCORMA!IIDN INSTALLING CURB ROOF TRIPLE BEADWITH UPPER PANFI 51 AT CURB T--,- �TRIPLE BEAD TAPE TAPE SEALER Install curb Support framing at curb locaton. FLOATING CURB FI Inst 'It full length roof panels up to curb loca- ,tell. Install lower panels at downslope end of curb. If the lower panels are field cut to length, you must (1) cut the downslope leaving factory end, a cut at the curb end L) or (2) if the curb end of the, panel is field cut, notch the malt, leg as it is done in the factory. Place Triple Bead tape sealer across the full width of each panel as it is installed. To determine flow far down on the panel It. place the tape sealer, temporarily lay the curb in place and mark the down slope edge of BACK-UP PLATE the curb on the first panel. This wil give you a reference point as to how far down slope to PUP; LIN place the tape sealer. It is critical that the tape sealer be installed across each panel individually so that the tape sealer can be placed over the male log. This wit provide a seal in the panel seam when the next panel is 2 Installed. Install back-up plates onto each of the lower panels. o WARNING It icI Zito us"I" rt.,Pnnsibiiiky to ensu'r, that o) cut into VTR, nooffor insial- lation of roof Curb" corriply with i m - Fc dn,M, id OSHA e,tol,,Ttioand including bill riot Frni`nd to quald4,,9 roof orm"Ings Kith plyviiood, fixed stam- lord or other ar ,Cnicit"Ul" c,nWncJe mat plevert farAllto'liti'lil, SUI TOCHANG1, KAIHOW NOTICE LC -i3 FASTENER # 1 E (F) PER PANEL. _t�l�rl� `fjty LOWER PANELS TRIPLEBEADJ A-' CURS TAPE SEALER MALE LEG Cr' PANEL URETHANE SEALANT INSIDE CAP CELL S7 -A, MINOR RIB TAPE SEALER A UPPER PANFI 51 AT CURB T--,- �TRIPLE BEAD TAPE LOWER PANELS 1 AT CURB I VD -64 sUbjLC I TO CHANGE INSTALLING CURB WITH ROOF (Continued) the roof curt) On top of the lower roof panels arid the curb Support framing. Do not attach the curb to the support framing as this may prevent the Curb from floating with the roof. Fasten the (town slope end of the roof curb to the lowo.r roof panels and back-up plates with Fastener 'lE as at a standard endlap, This will require six fasteners, in tile pan of the panel and one in each trapezoid for a citsl ofeight fastens ls per panel Fasteners must go through the Triple Bead tape sealer. WARNING lt' ns the user's ricsfelosiniiity to ensure Onat vicerlintjis Cut int"') the roof For instnl- 1,iflon of roof czwbs cc of WiLlh State, Federal firld OSHA regulations and faws, m,tudina hat not lizicliI Irl r,'Aardinq roof openlirgo, vv,th prywoodL fixed star:- dotel railings. ov evner accelilribet Safety controls the I " prevent fall -alrolifill ;all Triple Bead tape sealer across the fth of the upslope end of the roof curb, Use, down slope end of the inside cap cell, tell Is welded to the feet curb, as a guide placement of the tape, sealer, ply minor rib tape sealer to the underside the minor ribs on the down slope end of upper panels. Install the upper panels h Fastener #lE as at a standard ondlap. is will require six fasteners in the pan of the net and one in each trapezoid for a total eight fasteners per panel. Fasteners must through the Triple Bead tape sealer. The An Slope edge of these panels should be sh with the down slope edge of the inside p cell Apply urethane sealant to the male 1 of all panels directly over the inside can 11. This will prevent water infiltration through a end of the panel seam. CE EFFECIVE APRIL 7.2W4 Q) C., Co 5 ino Crt CL vi O in L) 1—b 2 o L2 Ei Z3 2 CQ Q, cz: 0 0 'I' (n UJ (q), Scale: NOT TO SCALE Dro wn by. Checked by. Project Engineer: Job Number: Erection Guide Sheet Number: ULD11 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A TXk7­1Jf224 IN 41,1,r-736 6224 ri— AZ W -5B A 0, GA 38� �1, 4224 Lub�ck, TX &' ?�5 Q24 VAR,)fj "1 111, - 171 111 unit 1111-1111- 1 1, 1, rl,,--, A GAO 1 Ii IN 52� I Pho Al 33"^r'b22A A ..­I,R, TV P A —.1 CA It,* itll� ii OKI'-'( 111 1�1,,I Cit, .1 Il.x­ -11 ®R —1., t� 8,11, 1 1., T. 111irl I- f,11,1 .1, 4-'t 52'2 Wbb.�k, TX 'W?531,22,l Rmh—,I, VA I,_;;- Ar.-, CA --,12-f,224 T.&'ii F-24 R ...... NY "-N1 6— .." c,i I Oktlhlll CM X CRI 1112,11321 ity OK c -7 C,224 I-- C I, Or �,W,�N-24(.R D11111, TX I F. 110 S; -t-6221 4-21 Tx A 0 GA V3 8224 LbI­i, TX,11,X175,ilB221 RichT....VAr30n,72o1,2P4 Art ti,, CA 67,5 2,V24 m-41'., IR 11 � " -2A Fn NY WII-�59­221 At.-, CA s32'. 0-h— City, OK rV �in , C224 S. Liik, C,I UT GC� F�4.24D,I D-1, Tx -h,,. NI V-l5 ­211, S." 1-1.1.1 TX"22 .Vetod Rol, and Wull Slwrems f Aletid Roof and all SlVerns Afctal Roof and slisletins II Fri rrl Lei 1 114.1 EEC= INSTALLING CURB INSTALLING CURB AFTER INSTALLING CURB AFTER UPPER PANELS AT CURB WITH ROOF (Continued) FASTENER #4 6' OL' After all upper panels have been installed, install ROOF INSTALLATION (continued) Once curb is ready to be installed, lay curb ROOF INSTALLATION UPPERPANELS AT CURB (continued) FASTENER Ed :fieMARK CAP STRIP full length panel at side of curb. This panel will en )go the IT, Me leg of the adacent upper and lower panels. The female leg of this full length panel will overlap the leg of the roof curb. J, Cap Strips will be installed, full lencith, along both sides of the curb to seal the curb to the I-IriE AT on roof and align opening in the curn with the NOTCH IN CURB exec location the opening is required Ili the roof. At the LIP slope end of the root curb, the ____\ .1 QUIRED roof panels will be cut on a line Even vvith the OPEN IN ROOF/. beginning of ii notch at the vertical leg on each side of the roof curb Secondly, trace a Fne along the down slope edqe of the roof Ilk, R, Cap strips will be instMeri, full length, alone .1 ", - both sides of the cu,b to seal the curb to the CAP STRIP roof panels. Turn the cap strips upside down _31 and instat Th Bead tape sealer to both sides and along the full length of the cap ship. Lower edge of tape sealer should be flush with the lower edge of the cap strip- Apply a generous bead of urethane sealant at both Q roof panels. Turn the cap strips upside down install Tri Bead tape sealer to both sides along the full length of the cap strip. Lower edge of tape sealer should be Push with the curb. The roof panels will be cut on a line 4"• up slope from this line. Cut roof panels from rib of first panel affected /.. \ `^ ends of the seam portion of the cap strip, Install each cap strip over the curb/i panel sidelap with the lower end of the cap strip, even with the lower end of the curb, Force the lower edge of the. cap strip. Apply a generous bead Of urethane sealant at both ends of the seam portion of the cap strip. Install each cap Z! strip over In(.,, cui panel sidelap with the , by curb, to rib of last Panel affected, along the letter.) cut lines previously marked. At the down slope end of the roof opening, cap ship down tnhtly to the cutiolroof panel sidelap and fasten both sides with Fastener #4 at 6" on center. lower end or the cap strip Even with the lower end of the curb, Force the cap strip down ✓ install back-up plains onto the ends of the cut roof panels and Triple Read tape sealer LOWER PANELS AT LRR tightly to the curbiroof panel sidelap and fasten MARK LINE AT-'' CURE, EDGE PANEL CUT LINE across the full width of these roof panels. The N both sidles with Fastener #4 at 6" on center. (FOR TRIPLE BEAD TAPE down slope edge of the tape sealer should be SEALER PLACEMENT) the down- on the line previously traced along --T !-BE DTAPE R A INSTALLING CURB AFTER slope edge of the roof curb, The up slope edge of the tape sealer will be approximaiely LOWER PANELS AT CURB ROOF INSTALLATION UP11LH PAI -7, 11112" from the end of the cut panel AS CURB Wien cuffs must be installed in air exact location. the curb support framing can be installed before CA, STRIP beginning the roof. When a curb is to be added MAY Triple ea ape sealer across the _1 width of the up slope end of the roof curb. The down slope edge of the tape, sealer will align aJ URETHANE SEALANT after the roof is instal ed, the curb training must be with the down slope edge of the inside cap installed from below the roof after the roof panels RB TO RIF DIMENSION have been cut for installa,ion of the CUrb. CFNTEROFC)PENING CENTER OF OPENING To PA !CL R 1 8 1 TO PANEL RIB After roof is Installed, identify the exact location for . .... .... ..... the curb. Measure from the crater- of the required cells welded to the roof curb. Install the roof curb under the roof panels at the up slope end and on top of the panels at down This --TRIBEADTAPE SEALER 11� oo - N Ch, q) 7 iA opening to the nearest panel I in each 6,ec"on. the slope end. will require that you lift the roof panels up slightly at the. up slope zz-. rz Also, determine how many panels will be affected V, by the curb (minimum clearance between vei cal wall of curb opening and panel rib is 6!) and end to allow the upper flange of the roof curb to slide under the panels. Spray Some soapy LOWER PANELS water on the tace sfiler to prevent It frorn CAP STRIP -7 vi - :2 0 2 measure from center of rib of first panel affected 1� X to center of rib of ase panel affected (if 24" Panel modulo was not held during roof installation, this AT CURS sticking to the roof panels until you have the curb completely in place, LIPETHAI SEALANT Vv CO q) climensior will be critical). This information Wit be 4- required to fabricate the cut, so that it will fit the locaton exactly'. WARNING it is the usel's responslbilziti to er'llre that O'law''irinscut Into the roof for irletat, VVARNING 4 iv iNe wqn to ensurk"; zh"'A ope,,�i ,?d ti Ili the rooffoi invnal- lalion Of roof cli contI with State, WARNING It I, thr 'er", reapon�,ihliity to e s T it la tha, opel-I col, ii, the roof fir instai- I c"tion of roof Curbs Comply wW, State, I X I❑ at, ROOF PENETRATION OPENING I , iflon of met corns comply wifl) st, rt� 'not"',al and OSHA reg uiat,oll, ar,d law,, rodwiral arld OSHA requindons and laws, Federaf and OSHA regulations and E3 vs, -a -z -r_ including I not hinili if) goard,lig roof opennigs with, pItiolood, fixed stin- dart ralinm"', or othril, acceptntalo safety lncluct�,q but -lot litnitad to qivardln,' roof oplaniry Is w1h plywood, fixed slin- ,I dard fait' ,Is Oil Other acctptable safely inoludino but hat flinhed goarihiql " lywood, fixo�d Stan, gri; wit I roof orli eard railings, or othor acceptable Safety coi 0i prevent ciottrolR that Prevent fall-ffir IIIM Pr'1vFq1t fall'throurph, E�'E�HVE APRIL 7,2bl,l SEE -A-bei.-, FOR Qi,,iiPFNT INFORMATION �'UBJsffr ;C1Cl­IANGE',YnH1)U' NclICE I -D -V, uD 66 SEE —1, FOR _I�URRSNI INF�IFNWFDN TO rHAI`.'GE'11J1O.ITr107!CE �IFI-GIIVF �RRI_ 2011 EPFEC.TIIE AI`RIr 2,)11 5EE --l— 1QR CURREN[ iNFORMATII)IN S_B,F.CT T11C­.N61w1.O1IT Nor CIE UDNi - Cz TX 117-11 "Ril ..... IN, I" IM -111 11 ... I, A1111-111�1 A -ad Hc,t , A L.IX allPii hi--, V. AH -tit GAS 77-512-6224 M -phi,, TK EOC-206-lOA R-, NY iraM .1221 H-.. T%8 7 713.6-^24 Wdw­lft� INEo-735 6224 AZ a5 533 1221l ".I, CA M, Tx - [,,111,1,1 A Ad-., GA 877,6126224 TN N�­M.6224 R.... NY Wi 6516244 ft,, .., TX C-113 12,l h:di -E'. 14 3!,6224 P ­AZ011338224 1, GAN �,' L-- Ix - R:.1,111.11 AU -1. CA r77 Wtltphh, TN 81�-20,, e224 R.- NY M, 51,3-6221 Ca A ­-, CA Atr l' -Q,24 ­­.. N, OK,111 IP71144 111-174.1,L ®R Dallas, TX 800 653 E22,i O - K, NE U.21 Sm Alt -1. TX 803 5A 622A A..,.,. CA c", OK -, ".. City in Di TX 94 gr3 ;221 0-h., NE UK 4U M4 III— A -iii. TX ..;055o -s:.24 A I., CAI. -1,11-1 ­­­ .1, K 1. 11)14ji., I s:,�, I-. 01Y Or 1­1111-2`,Ir Chili- TX,,F, jT 3 E224 O -It., NE W0 MR 6224 6 A­ri,.7XM5986_24 Roof and lil'all Sysirnzs Alcial Roof and Wall Systems IVI(tial Roof and Wit// Svvrems L'i Z5 C: 0 ROOF CURB CROSS SECTION ROOF CURB PIPE PENETRATION INSTALLATION E0 III PIPE PENETRATION INSTALLATION CROSS SECTION RECOMMENDED SMALL AND LARGE PIPE PENETRATION INSTALLATION DECK -TIGHT INSTALLATION IQ I 12 A4. 7/ Scale: NOT TO SCALE Drawn by. 1. Ultra-Delo Panel ",9D 2. Urethane Sealant 3. Outside Cap Cell :Z TIGHT NOT BY BUILDING STAINLESS STEEL Ci 1, ��I 'MA�UFACTVRPR� I TOP (NOT BY BUILDING, i, D�,DOVVN Checked b froject Engineer: 4. Back -up Plate 5. Fastener #11 E �-TIGHT �F A 4,..-14 x ',,"LONG LIFE I.APTFK \S 11 wrWASHER (FASTENER IW) Job Number: Erection Guide 6. Triple Bead Tape Sealer 12 R 1�3) 1"O.0 Sheet Number: ULD12 of 15 7. Roof Curb Made From Structural Aluminum (Min. .060 Thickness) Z - 1 4 8. Water Diverter RIGHT WAY WRONG WAY STEP guM r@appears Ti The engineer whose seal hereon is an employee for the manufacturer for the 05- 9. Inside Cap Cell RECOMMENDED SMALL PIPE PENETRATION INSTALLATION i PIPE IN CENTER OF PANEL TO ALLOW BASE OF RUBBER ROOF JACK TO LAY FLAT TAPE qFAi VJ materials described herein. Said 10. Floating Eave Plate ON PANEL seal or certification is limited 11. Fastener#5 to the products designed and manufactured by manufacturer 12. Purlin Framing Member or STAINLESS STEEL CLAMP only.The undersigned engineer is Secondary Curb Support Framing (NOT BY BUILDING TURFR) APPLY TRf BEAD TAPE SEALER ......... ... . CONTINUOUSLY AROUND PIPE not the overall engineer of CAUTION Ultra -Dei MANUFA(, ROOF TRI -READ TAPE SEALER (HIV -5041 ST.AiNI..F.SSSTFF1_CI.AKlP Y/, NOT BY BIjILIjLrDlir�JC�",,,yi/ UECK-"nGHTfNOT BY MANUFAC r" fir r record for this project. The abow, cridt typO, and Iasi uct€s £4s ITILA he u,""I for ck"Joe ROOF CURB ISOMETRIC be inchil I' -Z (BOTH SIDES OF RIB) l-14 x IVLONG LIFE LAP TEK S D. %`VA1Hr R (FAST EVER 94) ti Ci, DI ENCE3A a. N- STEP 2 T IEAD rI R' ' I -, 7 ATTENTION La it vn ort A 1 curbs rcr,,, L nstiqlad o r supic z , I y", c) e Z� / � S A, TAPE E I IHVV-504� f,_,eling, srlppli�d Iny the mrnal blsild- ing 'mnaItriacialrer oi, the, curtr supplier, ;D-3 Supili firaininer inamt be properly lact"t, z:, "N ­ elf to provide "orlWap" conditions it PURLIN (NOT BY ttle tqpsiclp�� and onds <,,,f the Curb. Refer to Roof Curb Cross SvIFflon for crttical dimensions, VVARNING MANUFACIURER) CAP STRIP (NO By MANUFACIURER) Ultira-DiCk" ROOF TR -BEAD TAPE SEALER STA! (Him, 04" (NOT By BUILDINr 0 _.DLCK-fGHT(NOIBY` MANUFACTURERV//�/ MANIJACTURER) X TEK that opernrigs Cut irai", the roof for in'stal- tation of of curbi, comply wltt Star 'te ancl, 01"li mr,"ut"ton s zmd lavis, .-14 x LONG LIFE LAP SO. ANASHER (FASTENER -41 -NCR 0 STEP 3�!/ lit TRi-BEAD J; inclirding,but lic'! pelilre'l to guarding roof ope.rlinqs wii plyienod, fixcd start. RECOMMENDED LARGE PIPE PENETRATION INSTALLATIONR THiSkIE1 HOD 10 BE USED IN At L CASES WHI A PIPE PI ION INTERSECTS A NOTE: ROLLDTIGHT I TAPE SEA OVER TRI -BEAD TAPE SEALER f H f J 4 darrt ra.Iinfi or rniihn,r acCvpt�,ihle- safety PANEL RIB OR WHENTHE PIPE IS TOO LARGE AN"i[i NOr ALLOWADEQUArE WATER AND SECURE CLAMP AROUND TOP OF DECKTIGHT ccottois that prevent fall -through, Lo I,,; sui To c;iimc, WTIHOW I EFf ECTIVE APRIL T. 2014 FLOW DOWN THE PANEL. EVIE0 IvE AIR 7 201', Nonc', ub-11i) SEE ­mki -r FOR cURRILN T INF oRMA, ION INO-ct UFLCTWLAPRIL7.21)!4 a HOVSLINI,TX,-,713{224 TI Its, IN �',XJM-6224 Ph.rm AZ 8P8 362'4I '21 Lbbk, TX K 0 R h,,,d, VA 729 r224 Ad I, CA A81,141 �ik H ­.TXR77713�1�24 IN FM_7M, �,2,1 FI­i, A.' GA-I 6_2 Ut,b.�I,JXZ J53, 24 721 i2N N Tx Ill It, Ith—lil. A2 M,�53�224 .155,1-1214 Cal as CA IW — 1-- a.11, A'I'I,� Cill, W 1� 1, 1 N TX ar� "­11 NE S Tx VA,,o' , A -1, .. 1 lil T-10 2,16a224 R6me. NY dY 55 E224 A - CA ICO 129 I'lPi ON-- Cli, OK -3, 5,7 ,224 Sitlll_.I�C' Li -,i'4-24019 aWlIt, TX 81,-53-Q21 o-1, .1 "o-6 1,22� S.1,, AM,- 'yTX &T-I 11-1121 Adel —1, VA NO' , 729 1,724 Atlat1, CA 2'7-5'2 aN AtvmP,s T. N at, A -, CAP'�� C2, 9321 Ol,­.­ City, OK 03. C17 UNI City, UT V0 C74-2'6;14 D,,1!­ T,.O .., ,; r;...- 0­.. 11 sr,­51E21' sl,n A­­. TX 81',e9l 6221 ll Metal Roof and vVil/I 'll"'twill's Aletal Roo.f and Ivellil S11,;ton, 11citil Roof and Wahl Svsiems W 1,114E;1J& I I Mk Ulta-DekO REPAIR CAP INSTALLATION S-5!' Ulta-Dekl-', Windclamp TRIM DETAILS Installation Location EAVE TO ENDLAP S-I rUIJ %VN! CLAMP 0 11 T1111 1111 PRE-DRILL HOLEEll THROUG PAs HIGH SYSTEM NFL TO E.AV' GUTTER STRAP Id PER PANEL) EAVE EAD FAqTENFR #I -k4i Q CF` ANP BOTH SIDES OF PAN FT S T7 I, BALER .FAM C1 R )F PANEL FAS 4 r­FASTF.NFR#I`i --FA_31,117R�' '3 PER 10`0-) (3FERI(V 'a El ASTENE1- END RIVET r?,') 7\ 02'6c) GUTTER GUTTER STRAP END VIEW V.27, P.,r, (A.IP ;ST GUI I ER ASTENE R i�, E -7 FLOATING CLIP ROOF '_1 FLOATING CU P STRAP ) �7 PETA /i7 I #4 NI S IDL FASTENER E M URE t I CL DOUBLE FACE (12 oc -0 I E STEP I L ROOF PANEL FAST-TAPE 'NER41 Ii 1. Repair cap Trust extend V-0" above and below the damaged area. CLIP CPE BOX PANEL CLGSURF' CAP TRIM ENDLAP END VIEW Q 2. x 1411,l" closed end invot fastened through each clip and both sides of panel rib in damaged area. (2 required per clip) 111' G R I [AVE CAP STRIP PLATE ENDLAP , lt� E LAP TEK )N6 L SOS Vli 1AE1 ER �6"O.0 I (FAST Ill —iAAL.1.COVER!NG THii-KNESS 0 (FASTENERS MOST GO THROUGH TAPE SEALANT) PURLIN S 5111 Ur),NINPCI All, FASTFN-R,11E /-FAST IE C. FNIDIAP 'FF PAINELIOCAVE Cl-- (6PLRPANEL) 5 J. Up VVINDCLAMP IH'N111),CLA1A'1,1US' -TRI BEAD TAPE-ALER RI BEAD APE SEA; ER __ t� CAP S TRIP < BE TOROLED IIIED TO 140 in. POCI PANEL ROOF PANEL—- r D.kl�, C� P CLIP F PANEL URZI FASTEN +R All -FASTENER #14 q) cj CUTTER IL17 7, 64 u RJRLIN _j GF,P GUTTER STRAP 4 ( OG)' U :2 Cl URETHANE SEALANT PURIAN kit BACK-UP--j FASTENER #1 FASIFENCR#1 1111ID11, A S"T I INSIDE 0 Q) TRI FEAD T PE SEALER A Ultra -DiI SECTION A-A SECTION 13-B FASTCINFR #4 (1 PER CUP) _ `I,ATF 'UR, R _L._ 112" C c I, CLOSURE (2 PER INSIDE Nall-ATION 0SURF) S'U (BOTH SLED OF Fill ROOF N OFFS[? PA L EL­ OW SYSTEM A q) L� L2 Y7-- STEP 2 Notes: CF AP TRIM EAVE Ll X 1 Only for use with HVIV-200, 204, 2102, 2104 and 208 cl ps. 1. Install a cortinUOU% run of Tri-Bead tape) Sealer to both sidei, of damaged panel rib. 2. Apply a bead of urethane sealant LIP and over both panel ribs at each end of damaged panel seam. 2. Torque set screw to 140 in-lbs, 3. Application zone and feasibility of wind clamps must be determined by a Registered Professional Engineer. 3. Fill seam portion of repair cap with urethane sealant.4. fasten Lap Tek #4) For load tables please inquire. sy 4. Push repair car down onto panel rib and with Long Life. (Fastener 6- O.C.on both sides. Fasteners must go through tape sealer, 5 5, Check repair cap at each end to verify that urethane sealant has sealed across the entire cross section of repair cap. 2 2 EPFEC HVE APR& 7,20 1 SEE ­bd—, FOR CjRRENT —ORMA FION suew-ur lo C—GE A, fHOU! Lo— 511--e..—FOR CLIRRfril INFDR11.1!ON :U TC C­NGE'MTHniffNoToE. EFFECIVVE A-R!_ 7, 2014 EFFECTIVE APRIL 2114 SEE FOR CURREN r iNFoRNIATION Si kECT TO CHANGE WITHOUT NOfICF. U73 Q) to Q Q) QL L_ 01 cQ S_ It L02 1_ H. i., TX V741 ��&2V ll.� IN pl,­., AZ Z I, . Ii.�24 1.0.111. It 1I.— vA — 11,1 I,z'4 N­Ytla TX 877�713 r224 IN 80,0-IM-622,1 ft— AZ e�� 933 W144l, -622� L�L­k Ix 1. Itith—d, YAR j- W­., TX 37' , 713-6224 ll:dml ... I, IN I­735-62�,. Pf -ti. AZ 68-1 $33 6224 A 1�', L,bh,,k. TX 9­bNL ,24 QQ Ll Ll All—, CA $77-512 6224 M­N, TN 66�266�12,1 RI NY 130C 559 �5224 Atwater CAX. ­­11 Okl­.. CftL oK Salt L.k. City, UT i3le-8--4 (-P) -D6 C,224 R.­� NY Ku Atlanta GA,1,71 �128Z24 III, N. TN P01- 65'�62V it,, CK-1117 14 s.it; �­ ell', IIT;,'. "­­ A CA �17-51i�224 Mi, ,bw TN 80C-2% C224 R11— NY Me 5' �6221 A M., CA F11-El" 11. o­.,.... cd, K — ", 1­11 SA I. City UT — �� N�,i Dar­ TX,,30,653 6224 1�162N S,-: ­­., TX 8()Ds9r,sZ24 Dallas, TX $00 613 E224 0-1h,, NE K10 456 622.1 s� 81.0541.$22.1 letal Ro��ir and 13all SliVemT D.lI­TX8t, 6,1136224 ot­., N. ft" 15a 6221� U,, An­.� , TX RM 5;8 6224 Velal Roo, and Wall SYstems f Metal Rof,f and Wall St terns L'i 5 2 0 .2 L: Z ()D TRIM DETAILS . . . . . . . . . . . TRIM DETAILS TRIM DETAILS l') Li RIDGE FLOATING PEAK BOX RAKE :,j 0 -1 2 (J" L - I IQ Scale: NOT TO SCALE TR!-,IIEAO TA, SEALER Dro wlh by. 7" 7f _L2_ R10G.17 FLASHING FASTENF.R,4 OG) 4 FIERPANEL CINCH ANGI-E _-NC-2 " I - 0�, 'ALU -CENTERLINE NLESS NOIED ?; 24 PER BOX) OF BUILDING RIDGE TAPE �FAUER\ --RA E /r SUPPORT FA­NER #1 E RAKE FASTFIFR11F PPORI (24 D C1 -do ik - 1 24 1 f 'I, I ,— FAST ENLR#5 0 FA �IENER*— ,�I,�_�NER PI �-- (240 C, RAKE. - 7` AW 1_1 Checked by. Project Engineer: Job Number: Erection Guide FASTENER #1E (9 PLR PANEL) EAD F�ASHI A FLEXIBLE I, RAKE -R!M PF.MTRANF PERwErER IT Z INSULATiON INSU,rT!I_1N FASTENER #12 — RAKE YRI FASTENFR#12 RAKE Tpl. Sheet Number: ULD13 of 15 S OUTSIDE— CL�OSUR7 CHIP "N't, OF FLAK i16X (MARK IN, it � 1 -f PA" WALL ITANEL ___' : : r___ The engineer whose seal appears hereon is an employee CINCH ANGLE TRI BEAD TAPE SEALER FASTENER EIE 0411 O,C I RAKC SLIDE FAST E W I I - o 0SURIE 4 it — ..... . ........ , for the manufacturer for the materials described herein. Said seal or certification is limited -Z I- BACK-U- TRI-6 RIDGE — __ ER #4 TAPE I AD Ic " , SEALER / , lliNCH:�_ AN; In JJ ROCII PU �UN ROOF P I UPTIN RAKE TRIM BEGINNINGTERMINATION RAKE TRIM ON MODULE to the products designed and manufactured by manufacturer only.The undersigned engineer is INSULA71ON PLATE FASTENER .t (2 r" r FAS, IFRft5-/' Cz- D not the overall engineer of record for this project. �24 0 G i J lfls�ial the ride flash4nq sta-irq and -rd r7 1W plus erl.al th,ek,ags atstjooe st-Iline Fw!e.n rile to, th,, cursid� closures with -#4 1 Ir %the 1�11 1 - FLOATING y RAKE SLIDE (FOR FLOAT ING SYSTEMS ONLY) IF s _ Insall ad itiona! fasteners di,edty aIwe rrivur ribs 0 partial, F­ fastE, W­hparl.l Leave f' PEAK BOX CINCH ANGLE FAS]INE R IF 0 1- 1 TERIGNATKINIRIM, TRi FAB—, FASTENER .1 TAP:RAKE DRCF3A ENCE3A DO NOT FASTEN THROUGH THE LOCK OF THT, STANDING SEAM RAKE TRIM CLOSURE-" RAKE TRIM RAKE SLIDE— V F M R AN E (Wo­ SUPPORT TRI-13FAD FAz.STEN, f TAPE 5FALER r FASTFNER91F FIELE) For %C D TRI-BEAD it RI--,(,F FLASHING (2, PANFl. MG, OC i I A P ANGLE, RUF` TAPE SEA) ER rlr)G� FLASH OUTSIDE 1'," 7� 7" 7' 11,'? FASTENER #4 CLOSURE MINIMUM - WE RAKE I RINI FLOATING PEAK BOX INSTALLATION 1 . Ins all rake trim on each Edo of ridge to Within 2" of centerline of building, OFT 1 NSUILAIION� J) I A9, I F Fart 15 '24, OC I _�A'�­JERl, 2- it o.c) INSULA410N A, A, F OUTSCE CLOSURF 2. Install ridge flash so that it is on top Ir of rake trim, I" back from Outside edge. 3. Temporarily set peak box in place and mark perimeter of box oil \-FLOATING rake trim and ridge Flash, Remove peak box. PEAK BOX WALL. P L_ FA S T N F R � 1 -` N , RAKE I F�kl Ci RAKE y. A�GL� WALL PANEL FA$I*FNERF4 (i2 oC.) t FASIENER cLos`,:R . . .... (V"O C) 24" •1,," PLUS, ENDviALL 4. Just inside. mark, install tape seater cent iluously across ridge P001 PURLIN THICKNESS flash, Inch down the face of take trim on bot.') sides of ridge. CAUTION 5, Place Flexible membrane over tape sealer and hold in plate with TERMINATION RAKE TRIM TERMINATION RAKE TRIM Ultra-Delo systems must i a Floating Peak cinch angles. Cinch angles should be attached with Fastener #4. OFF MODULE OFF MODULE (OPTIONAL) Box. See page Li To prevent leaks, flexible membrane Should be tight against ridge flash and take trim with no wrinkles at the sealed edges. 6. Hook lop of peak box over cinch angles installed on top of ridge flash and attach bottom of peak, box to endwal' wlth Fastener#4. SEE PAGES UD-24 AND UD-25 FOR FASTENER SELECTION. SEE PAGES DL-24 AND DL-25 FOR FASTENER SELECTION. up,, SEL ­­b&­FC, CJ4RLNTNI0r1lAATIoN SUFJLU 1C,"Hi WiP40,urNO'K2' EFFEC TNCAPPIT 7,201i ETPECTAL -RIL 7, 2C44 SUEJUI 10 CHANGE Wllicol NO_ICE EFFECINEA-11.7,2W4 ft,,- TX W7 IN �1.0-IM 6221 Phoenix A7 1A�5�34 224 A" CIA RK "I "I, Ur�ck, TX 80 'IS 1224 Ri,h ­d, VAIIII�j 72+3 122, ­­ " ", '"'i , -111, IN CO' 111�211 P Al Ado'. CA IIE 4-C 62.14 Ulb-k, TX 00 ?53 1221 Richmond VANA­'� H ��­TX8­71i-6224 22A P� ­1'. AZ. GA ON 113 123 1,224 A. 12'.Al I m-'-, TN 121 .1 WI-15,1 1214 Atwaivr, VA Ts .1. 100 It § Dellaa 6.2 1 32N IN 131 R.- NY ­-­ 6224 A� ., CI Ml U9 I' LA o I- y, OK �CIC 5,7 6.124 G.", 1- cry. sT 11-T" 1., 211, lilialml & Dli- TX C­iR, NE TI G!,lil 12.1,1 Ad.L 69-01 LI,bb,,k, TX AY17M i'2'4 R,, ­,d, VI As-, GA `i R..) .NY TN I"'. ", _' , Aiwa CA ii�- 32� 93." -9 ttr:f C.t,,. U GO C74 2,Q4 ol,­­ Ci,,, o. RIT ­22,1 ­V­ TX Ii- N1 31-1-- 51 1 A­­, TX 8101-,10s2N Mainz 0 ,1 1"till Roof and I I tilt Systems Metill floof and Wall sotenis 41etol Roof and Wall Systems "all TRIM DETAILS TRIM DETAILS TRIM DETAILS RAKE TO RAKE RAKE PARAPET HIGH EAVE PARAPET BEGINNING FINISHING S7rFr 1 NE FEMALE LIP ON MODULE OFF MODULE --- -- ------ 21".118" 14-.1 1 A.- MALL LEG ... URF THANE SEALANT COUNTERFLASH URETHANE SEALANT ... . . ........ RAKE RJP-ORI PARAPET RAKE FLASH ALTERNATE URETHANE SEALANT COUNTERFLASH 13T TRIBEAD FASTENER TRI-BFAr TAPE SEALER 1,1 TAPE SEALER COUNTER FLASH �k, -T-RI BEAD BEGINNING. ALL BUILDINGS ti STEEL ,,_ ­,17 RAKE SUPPORT \ , 1' TAPE SEALER LINE 24 1 s' ANGLE i FASTENER #11 C-::,-4 M NIMI.R.1 JZ7`- HIGH 'AIIND PARAPET HlGf. SIDE FLASHING FASTEN6R 911 I RAKE SUPPORT RAKE-/ SHOE -RAKE PARAPET FAST ENER #1 E PARAPET K VMLL FASTENER E 4 PFR PANEL (24' 0 C TRIM - - - - - - - i I PANEL (12" O.0 FASTENER V1 2 FASTENER 412---___ A7- TRI BEAD TAPE ASTENER #1 E JIt,.?1kT1 ----\ (3 FCR PAN I ('t TERMINATION -EVEN FOOTAGE BUILDINGS - RAKE ANGLE PA P N ��—'— t (24" 0 C) F.-BACK UP P1 ATF Q) __j I Li RAKE L SLIDE (FOR .. .. . .... . ........ BEGINNING PURLIN TERMINATION — — — — --I Q) FLOATING PARAPET RAKE PARAPET RAKE 24-,,,'8' 12- ONLY;-FASTENLR41E (C PER PANELS Q RAKE < / FINISHING C! IF TASILNIER #1 .0 `URETHANE SEA: ANT-,OFF MODULE �2 REWIRED) 2 2 TERMINATION -ODD FOOTAGE BUILDINGS A'2" pf,,d is p,,vd,d le, Ilm cTd4t rt COUNTFRFI ASH PARAPET '-+\ PURILIN L6 F4 RAISE TAPE SEALER CL N ERMINAHON I 24 18" or 12- RiM I j HrGHWIND PARAPET FASTENER RAKE, Q EAT p FA1,;TFNFR #1 P 77 I I I TERMINATION - BUILDINGS OFF MODULE t 2" MINIMUM PANEL RAKE SUPPORT FASTENER 45-\ ANGLE !24- 0, C Ua C6 8 '0 21 - A LRMINATION RMISPROVIL)LDFOR THIS CONDITION J FASTENER 412 RAKEANGLE LJ x TERMINATION PARAPET RAKE NOTE (Optional) NOTE: HIGH SIDE PURLIN IS 9" DOWN SLOPE 7 _c (0 .2 For an adequate Understanding of how to design the Ultra-Dek's roof system, it is important to read the section of z this manual which Inch ides all trim details, :2 ArRIL 1, LM� SEE -W.- FOR CJRREN I NFORNIA ri,),,r S�WiECJ ,...r r• NOTICE -FF ­­r­­ FOR GURR�.I NFCIPIY­0N 31,B,Il.�T TOCH-GE1J.01T N071CF EFFECTIVEAPRI4 7.2014 EFFECTIVE APRIL 1 2014 --l- rQR (�URRE�: INFORNW V)N SLIB.ECI M C-IGEVATIP011T NOT ".CE J5 -�i L21 4,_t2 D_ TX 511 11 52211 ,rdt­­N,� IN WJ35 Q24 A sr�Ps-­I N­. .,1, ­101 N1 Q21 1­ ­-H, 1. 1.17M-1-4 -­­, - W ii..-zaam, 115*1111 A-L CA 8­4­­ Utis-, I ir .I -il,­121122,I H ,i,1m,TX I-IM224 I,d I %P,Ii,, IN � �",5 622mi 1h., W. AZ W, 53"224 - s 1, - ni ­1 7ii A,11111R CA 877.512-62el V­hi, TN PKC 206-U,4 R,­,NYS) 0­-, 62N P - I.- city. ur sIXI-­ 2404 A ­Nml, CAA P­,.,�­ OK 111 0,11., TX WC 653 '224 Q..h., NE E6' c224 S,, Art-m, TX 90-5916221 Ati,­, GA 877-512-62.4 M-ph., TN 8,0 2"224 81-1-55P-6224 A- Ml,­­ c., m WIti i. ", UT WII,­4-74�4 0 DWI- Tx a�u 61 622" 0-h.. NE 600 15. 1,224 Sa, A­rl,, TX PW F�@ F224 Athit,,CAII77�1, 6224 N-pl-, TN d? ^J 6224 NY 8o, A,I City oY W11-1.622,1 .,I - Cit, UT"'� TX �,00 �'53 r214 0-I, NE 8� � 45�, 622^ It- A-W,, TX 600 69� V21 Alettil Ro(�f and II'all.�yvetiv ,Velal Roofand Wall SY.vtenis Mewl RoIrTirand Wall SYsireins LiJ I rims I TRIM DETAILS 'll E o a 0 TRIM DETAILS EAVE TRIM DETAILS VALLEY FLOATING HIP Scale: NOT TO SCALE 2"TRI-BEAD TARE HIP FLASHING Drawn b y. _Z 2'PILISWALLPANEI THIi',KNESS 1,1,1,1TIAIE 111L11T -4, 'LOSURE ENDS A,�_L E_ OVER TKILBI-AD TAPI SEAI ER METAL INSIDE - 'INSIDE CLOSURE Ji'A' 504) AROUND TOP Checked b)­ FASTENER ff3'OG,) ,f 4 PER PANELlam. liCLONG-LIFF 1,APTEK -BEAD MT4 I 1?i',-AIASH1R (FASTENER e4l CLOSURE (HW-426% ONG OF LOSURE I 'L -LIFE R �,HFR TRIPLE BEAD r.* Project Engineer: I RI S' AD I I s. OUTSIDE APE I ALES CLOSURE, CLIP FASTENER #'.E ZEE CLOSURE (FL 3601 BEAU` i��15L IRI-BE kFiFLD CUT TO BE RAAAA\ LEIGTI-i AND BEVEL �Al F 4T UT LOW SLIDING CLIP TO FIT PANEL) Ult ,.D&I PANFIL TAPE 'SEAL (I I'Al 50, 'FASTENER 01E) 1� -) (2)PER R 8 DETAIL A It Job Number. Erection Guide PER PANEL � Ba � �1\ 71 (HIN-21021 —Z & _1111�11 z Ultra Dek' PANFI 6__ A, A Sheet Number., ULD14 of 15 The engineer whose seal ,7 7 INSULATION HIGHSID EAVE TRIM FA TENER ft IF PURLIN -VAILEYSUPPORTPLATE (P 101) ( IELD NOTCH 12-14 X I PANCAKE HEAD AS REOD @ Ek PURLIN) appears hereon is an employee for the manufacturer for the materials described herein. Said is limited NFL To F.,5,vr FASTENER #1 'As ---, -' _UIRED' PAN BOX PAWL Il RE I PER 4 CAR TRIM rABFENER 44 PURLIN D IIULFR (FAqTFNER1TT^AI 'r t r I\ 12.11 X I PANCAKE HEAD PER CON iti� EA, PURLIN SELF DRI EP li-AS I ENLR 012A) seal or certification to the products designed and EAVESTRUI (12 OIC; CLOSURE— WALL PANL_ HIP 14'-!4x V SPLF-DRID ER (2) PERRC��, ((SEA PURLIN OPWASHER (FASTENER rtl) manufactured by manufacturer MCI only.The undersigned engineer is ;�ALI PAI�El_ ,H.O,-D uM OF BF.L.OA1 MEME THE EAVE. EM (2'PER CLOSURE NOTE not the overall engineer of record for this _Alk' HIGH EAVE FASTENER #1 Q6" O.0 FF�111PXATNGIP FLASH I 12'Valleydimers ion Must be used slope conditions and SPI F-17IRR I FIR WMASHFIR in low project. NOTE Uloo-Del' PA"_ L (FASTENER E) d. in valleys longer than 30'-0". 31 O,C. of I,,L.h Izs, Eav,, tr1r, ­y lh.,rve to b. iric­,wd th.k­ss. 11 PANEL 0 Is PER PANEQ META4_ INSIDE FAST­NP #4- CLOSURE 16 PL-� PANEL) � j�) AAAA Z- L NN, VAL I FY TRIPLE BEAD ,�,% °�� `L. � y � i � / TAPE SEAL il­IVV-502j 4 , I W LONG I IFF. -4-t-SELF DRILLER 1ANINASHER SE -4 - FiEL", CUT PANEL TO (FASTENER F I E) i�l (2) "`Cr: RIB VA.I.EY TRIM /_t VIETAL. IN�,ICF FAST NFR#4__ E Is PEr PANEL) SCULPTURED TRI-BEAD TAPE E AV E, TRIM SEA! ER TRI-BEAD TAPE SEALER URETHANE EALA�jT_.- CLOSURE ([ IN-426) CLOSURE I BEVELED EDGE OF ROOF PANEL TI BE C ;I� LOW EAVE WITH SCULPTURED EAVE TRIM PURLIN -ALE R 14 s lil" LONGAJ�E SFIF-DR�LLERWI AS14PR . ..... (PAS TENER PIE)Cq 3'O,r_1 hr BOX PANEL-"A FASTENER #1 CAP TRIM (2 PFR NSIDF 7 CLOSUIR ,E 0 CUT TO LENGTH (FIFI-El E�,. c �, T AND 0 FIT PANEL) FASTENER 424 TRI READ DETAIL A ADDITIO NAL B" I 011j� PIECE (IF (SOME TRIC) TR" BEAD 'Apr, SEALER (HW-502) DETAILA CAVE TPO.1 INSULA-R iN FASTFNER 17 12 IA-E SEALER UNDER INSIDE CLO�:LJQF. (PLAIN VIEW} TWO PC, FASTENER #4 i C.C.) P Hi-Sup ORr Pi ATF P For valleys aver 30'-0 long, lisp, extended valley trim. CLOSURE 41 3,,3'. 16 GA ANGLE ­ (FIELD N')TCH . AT PORL INS) WALL PAND . . .. .... ............ CAUTION CAUTION All trapezoidal panels are extremely difficult to install at hips and valleys I,) a weathertight manner, The use of these details should All All traleezoidal panels are extremely difficult to, install at hips and valleys in a weatherlight manner. The use of these details should by installation weathertightness, MECI recommends one of only be a crews that are highly Experienced. In order to assure NOTE: THIS OPTIONAL SCULPTURED EAVE TRIM IS AVAILABLE. HOWEVER, UNDER only be attempted by Installation crews that are highly experienced.In order to asstim. woathe,lightness, I recommends one, of it's ventcal leg standing seam systems for use on roofs that requite hips and vaIeys. it's venal leg standing seam systems for use on roofs that require hips and valleys. U FECTIVIL Ar rIL ? 2014 SU ­-W.- FOR CURPLN I INFOR1,1ATI011 SUBJECT TO LH-NCE W17H OU T NOT L C E CERTAIN CONDITIONS IT MAY INDUCE STAINING OF WALL PANELS. UDSG NIo.kW10iq SUCJECT MM"UT NWK'E LFFECTIVCAP-1, 7,20!4 EF rr:CTl:'E p Ho, star, TX 522 - �, Irlil p IN .::G ,. f': a Phnanix, AZ 6F t Hrv+ato %6 '_".4 dl rx•: s, IN111-?1r-1'11 . Pl pen Al NG -&O :."l4 N 111 T% 6::24 JaeNann MSS b2211Y Phou A7. 35 3 33-6224 -1 'zir Atlxi GA Jdh AJ 41 1 Lubbo k T%h G riEt.e4 Richmond V0. l62 - Adei, GA +f'E t 6: L bbn k, tX 60 fY.4 R,ebm tl VA L .-626`4 H-s!or. TX 77238 A-. GA 1,2,1 4 .L2." Lubbo k TX M 4224 Ali, 0 VA G 29a22a 877.7136224 838-446-6224 Atlanta. GAn 2251226224 Ma thi Nh(,.2!k 12M Rorte NY PO.. ,4.,324 Ananla GA rI .1,: ;.24 M.,.,Phie TN P19'.Os t:'.2a Rona. NY 9t, 6.;:6..1" 1600lack VC."ay E5iv1 Ali— +f 2�d:'21 ril is T., 211-011 Rnme, AV ,1, ,i;-6124 IME l/ Atwater. CA 11 a:1[4 Oat i rX 60, 11 Uk G'tY O - + a.._! Ca al`a, NF N. 4111;..1 aa4 CaknC , UI V - 4 $an Anton o X 910 .4.Bd-1a AMa CA 0 2. ", nellas. TX R . ;' +021' 01, ah C.M O%MO. 11224 Om, ba NF. NP" 59 3..2. Sa!ti C Ul'A'. 8 :.4C4MIZZAiX fiat+ Antall a TX 900 -'!SP :124 ® Atwa GA 1 t2--032•! Val- T% .0 .3 Z2+ OkbhomA C,ty OKE -97.0224 0-- NF'i, 11_-4 $'.I- C' UT 60' C142404 5an A anlo rX 61,...19 1224 Q Metal hoof arnl tY"all Sy'stetn Phoenix, AZ Richmond, VA 700C S aste<o Avenue 1011 Ellison Avenue 660 Sauth 1s! Ao- .r- 807 3c 1-. Ave^ alct l Roa/'ttncl 41?(il/ Spstt�tns ,l"hou7' F. o. Eax 7.,'3 P O !Metal Roof and lViall S}2.uenxr AND GALVALUME PLUS10 PANELS PANEL HANDLING • All panel bundles must be inspected during unloading and carrier advised immediately if damage is noted • Never unload or move panel bund es that have been opened without adequately clamping them. Without the banding to hold the bundle stable, panels may Shift during unloading or movement, causing the bundle to fall. • Never use wire slings to unload or move panel bundles, When unloading or moving panel bundles over 20' long, a spreader bar may be required. It is the erector's responsibility to determine the location and number of lift points required to safely unload or move pane' bundles. When handling individual panels, always wear protective gloves. OSHA safety regulations must be fol- lowed at all times. • When cutting panels, always wear all required safety equipment such as safety glasses and gloves. Cut panels with nibblers, shears or snips. Do not use abrasive blade saws as these will melt the Galvaluni " coating causing the panel to edge rust which wil' void the Galvalume'it and Paint warranties. Drilling fas- teners into panels will create metal flings that will rust and create an unsightly stain. Metal filings must removed by sweeping or wiping down panels immediately after installation to avoid this occurrence. PANEL STORAGE If water is permitted to enter panel bundles, it is necessary to open bundles, separate the panels and dry all surfaces. Store bundled panels off the ground sufficiency high to allow air circulation beneath bundle arid to prevent rising water from entering bundle. Slightly elevate one end of bundle. Prevent rain from entering bundle by covering with tarpaulin, making provision for air circulation between draped edges of tarpaulin and the grourd. Prolonged storage of panels in a bundle is not recommended, If conditions do net permit immediate erection, extra care should be taken to protect panels from white rust or water marks. If panels have not been erected within three weeks of receipt, the panels should be removed from the bundle for inspection. Condensation may cause damage to panels. The manufacturer's Paint and Gaivalumel warranties do not cover damage caused by improper panel storage. PANEL MAINTENANCE Never allow GalvalumeO panels to come into contact with or water runoff from dissimilar materials such as copper, lead, or graphite. These materials will cause galvanic corrosion of the panels and will void the Galvalume'¢ warranty. This includes treated wood and AC condensate, both of which contain copper com- pounds. This also applies to painted panels. Always use long life fasteners in all exposed fastener applications- Non long life fasteners can rust through the panel at each exposed fastener location. Use of nor,. long life fastarers in exposed applications will void the Gal'valume�!` and Paint warranties. UL1-93 SEE wwwmbc,.com FOR CJREi INFORMATION 51JEJECT TC CHANGE wn HOU-NOTICE EFFECTIVE Ai 7, 20.. Llha n 1.1 S.A. 06.13/7.5f't • Panels should be protected against exposure to masonry products, strong acids or bases and solvents. Exposure to these agents may etch or stain Gaivalume Plus,l panels and cause painted panels to blister or peel. • Never allow anyone to apply any coating or patching material to the panel surface. These products may contain chemicals that will adversely affect the Galvalume Plus' or paint coating. Also, water may become trapped between the coating material and the panel, causing premature corrosion. If you have any, question as to proper methods to use in the handling, storage or maintenance of these panels, call your nearest manufacturer representative. NOTICE i Unil, n vi'- L,s...... <' L t.._, ,,u -l- c0i'.0 1 ., i' e i ,. _... s r1 cC I '. ni -. S .:.-.-t.:tC .., _ . Ja (.. J'.}.- .- ., v. i:'t 3 ..-,3.. t-?', f .. C<<c, l+ 8 SO 5 -,. f � t .l ( � t .k��> ., t a N:. Oi 3: _ tc <).:. i. - , + u, la0c, c it, , ...+ .t. '1E.. , , rt i or s.I fl%'W I. t : _ _. co 1111' T ;.-., iC lir ,5E` :i(,t.:. :;'iJ _ 1., -.:wl, ,ea ri, vii 3 ,i G:+t ..r}:`. .,n a,.so tor EFFECTVE A-R1t. 7 4114 SE' wwx.mbc .cam FOR C.URH.-Nr:, Oki.A!'10N SURJEC..T 1'0 CHANCE WITHOUT NOTICE u(n8t a U W� O O " N h N 1,0 Metal MY'! nruJ Ltinll 5'rs7enp' For current information, visit our Website at www.mbci.com. H ... tar, Tx Adel, GA Atlanta, GA Atwater, CA 14CJi llvev Hardy Sox 3`217 1,:71 Rogers Road P.O. eex 1107 223'0 it l.mc Aver- P Cr Bax 44725 5"u Intlus4r�� WryP.O. P 0. Bax 53 H-s!or. TX 77238 Adal. GA 31620 AU3n1a, GA 30336 Atwater, CA 95301 877.7136224 838-446-6224 877-512-G224 800-E29.932A Minae, TX tndianapoiFa, IN Lubla_k. TX MEmptt45, TN 1600lack VC."ay E5iv1 t' hT+:aJ p,wo .51, 11: YFU 40 ? 1H ay '221 Nnn11 ? 0. Box 1.210 P.O. Hex 6,57 P O. B.x. 1(.133 P.O, t... x 366 Ennis. TX 75120 Sneft—ill,. IN 411 LIIh! ck. I 7?408 Hefnanco. MS 34692 806-653-6224 0:6-7'35-ti224 80ti-758-6221 800-2013-6224 Oklahoma City.. OK Omaha, NE Phoenix, AZ Richmond, VA 700C S aste<o Avenue 1011 Ellison Avenue 660 Sauth 1s! Ao- .r- 807 3c 1-. Ave^ G o B� 95993 O a�'.3. N[ 08"9 F. o. Eax 7.,'3 P O ok..NornaC'!y. OK 73043 1 -0-;f-6224 Ti,ili—in, AZ 65353 C< H tirl . VA 23,lu 800-5_76224 4 848-533 6224 8.03 7286224 Rome, NY Salt La'Ne City, UT San Antonio, TX Zo 5168 stat. Rus-'te 233 1 :55'Aest 23CC Nolh 8677 I -^i) East 0 P.O. Box 4141 P.G. Bax t"a62? P O. Box 09 Flo—, NY 13442 Salt Laka CRY, UT B41 ie Convere.. 7X 78104 I",O 300-559-6224 SUG-874-2404 600,596-6224 Llha n 1.1 S.A. 06.13/7.5f't • Panels should be protected against exposure to masonry products, strong acids or bases and solvents. Exposure to these agents may etch or stain Gaivalume Plus,l panels and cause painted panels to blister or peel. • Never allow anyone to apply any coating or patching material to the panel surface. These products may contain chemicals that will adversely affect the Galvalume Plus' or paint coating. Also, water may become trapped between the coating material and the panel, causing premature corrosion. If you have any, question as to proper methods to use in the handling, storage or maintenance of these panels, call your nearest manufacturer representative. NOTICE i Unil, n vi'- L,s...... <' L t.._, ,,u -l- c0i'.0 1 ., i' e i ,. _... s r1 cC I '. ni -. S .:.-.-t.:tC .., _ . Ja (.. J'.}.- .- ., v. i:'t 3 ..-,3.. t-?', f .. C<<c, l+ 8 SO 5 -,. f � t .l ( � t .k��> ., t a N:. Oi 3: _ tc <).:. i. - , + u, la0c, c it, , ...+ .t. '1E.. , , rt i or s.I fl%'W I. t : _ _. co 1111' T ;.-., iC lir ,5E` :i(,t.:. :;'iJ _ 1., -.:wl, ,ea ri, vii 3 ,i G:+t ..r}:`. .,n a,.so tor EFFECTVE A-R1t. 7 4114 SE' wwx.mbc .cam FOR C.URH.-Nr:, Oki.A!'10N SURJEC..T 1'0 CHANCE WITHOUT NOTICE u(n8t a U W� O O Drawn by. Checked by. Project Engineer: Job Number: Erection Guide Sheet Number: ULD15 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A " N h N 1,0 o c0 Q N� N C.1 c t0 Q tQ -:3) O n vj c `o O U J L o ❑ U O V �ii� Q0, �2 02 4 Zo 0 o pt I",O U 3 U of O Scale: NOT TO SCALE Drawn by. Checked by. Project Engineer: Job Number: Erection Guide Sheet Number: ULD15 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Builder/Contractor Resoonsibilities Drawing Validity - These drawings, supporting structural calculations and design certification are based on the order documents as of the date of these drawings. These documents describe the material supplied by the manufacturer as of the date of these drawings. Any changes to the order documents after the date on these drawings may void these drawings, supporting structural calculations and design certification. The Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which result in changes to the drawings, supporting structural calculations and design certification. Builder Acceptance of Drawings - Approval of the manufacturer's drawings and design data affirms that the manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of standard practice Sept 86 Section 4.2.1)(Mor 05 Section 4.4.1) Code Official Approval - It is the responsibility of the Builder/Contractor to ensure that all project plans and specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor is responsible for securing all required approvals and permits from the appropriate agency as required. Building Erection - The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, braces, false work or other elements required for erection will be determined, furnished and installed by the erector (AISC Code of Standard Practice Sept 86 Section 7.9.1) (Mar 05 Section 7.10.3) (CSA/S16-09 Section 29). Discrepancies - Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal Building plans will govern. (AISC Code of Standard Practice Sept 86 Section 3.3) (Mar 05 Section 3.3) Materials by Others - All interface and compatibility of any materials not furnished by the manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria concerning any interface between materials if furnished as a part of the order documents, the manufacturers assumptions will govern. Modification of the Metal Building from Plans - The Metal Building supplied by the manufacturer has been designed according to the Building Code and specifications and the loads shown on this drawing. Modification of the building configuration, such as removing wall panels or braces, from that shown on these plans could affect the structural integrity of the building. The Metal Building Manufacture- or a Licensed Structural Engineer should be consulted prior to making any changes to the building configuration shown on these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the building not indicated on these drawings. Foundation Design The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, diameter and projection of the anchor rods required to attach the Metal Building System to the foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for specifying rod embedment, bearing values, tie rods and or other associated items embedded in the concrete foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed loads, and the bearing capacity of the soil and other conditions of the building site. (MBMA 06 Sections 3.2.2 and A.3) J"q A325 BOLT GRIP TABLE GRIP LENGTH BOLT LENGTH NOTE: FULL THREAD ENGAGEMENT IS DEEMED TO HAVE BEEN MET WHEN THE END OF THE BOLT IS FLUSH WITH THE FACE OF THE NUT. HER REQUIRED ONLY WHEN SPECIFIED. HER MAYBE LOCATED UNDER HEAD BOLT, UNDER NUT OR AT BOTH AT LOCATIONS NOTED ON ERECTION DRAWINGS ADD 5/32" FOR EACH WASHER TO MATERIAL THICKNESS TO DETERMINE GRIP. 0 TO 9/16" 1 1/4" F. T. Over 9/16" TO 1 1/16" 1 3/4" F. T. Over 1 1/16" TO 1 5/16" 2" Over 1 5/16" TO 1 9/16" 2 1/4" Over 1 9/16" TO 1 13/16" 2 1/2"PGRIPWA Over 1 13/16" TO 2 1/16" 2 3/4" LOCATIONS OF BOLTS LONGER THAN 2 3/4" NOTED ON ERECTION DRAWINGS F.T. DENOTES FULLY THREADED CCeco al Building Systems An NO Company SOUTHERN REGION EASTERN REGION MIDWESTERN REGION P.O. BOX 911 P.O. DRAWER 2387 P.O. BOX 72 2400 HIGHWAY 45 NORTH 100 RED IRON ROAD J05 NORTH IRIS STREET COLUMBUS, MS 39705 ROCKY MOUNT, NC 27802 MOUNT PLEASANT, 1A 52641 FIELD REPRESENTATIVE: FIELD REPRESENTATIVE FIELD REPRESENTATIVE KYLE KNIGHT CHRIS COBB LEON KUEHN (662) 243-6475 (252) 407-1932 OR RANDALL WiGC/NS (319) 217-4022 Basic Wind Speed ............. (252) 407-18J4 SANTA FE, ARCH. FLAT) FOR OUESTTONS OR ASSISTANCE CONCERNING YOUR CECO BUILDING, PLEASE CALL OUR FIELD SERVICES REPRESENTATIVE ENGINEERING DESIGN CRITERIA Building Code 2010 CALIFORNIA Occupancy Category ................ Normal (Category II) the following minimum deflection Roof Dead Load actual deflection �rK eunxc wmr cn,ms umwmi Superimposed ................. 2.82 psf loading is based on Co l t atera t ................... 3.00 psf PBR, DOUBLE—LOK SUPERLOK, LS—J6 (0,00 psf Ceiling 3,00 psf Other) Indicated otherwise. ir, Roof Live Load .................... 20,00 psf no reduction MtAMI.DiiDE Wind V—RIB, 7.2 INSUL—RIB, FLUTE, STRIATED, Rafters Basic Wind Speed ............. 85,00 mph SANTA FE, ARCH. FLAT) Wind Importance Factor (I) ... 1.00 ROOF SYSTEMS MAP, PBR, PBU, LOKSEAM Wind Exposure Category ....... C MAP, PBR, BA TTENLOK HS Internal Pressure Coef (GCp I) 0. 55/-0. 55 240 Loads for components not provided by building manufacturer 240 Corner Areas (within 6,40' of corner) 19,61 psf pressure -24.48 psf suction Other Areas 19.61 psf pressure -20.83 psf suction These values are the maximum values required based on a 10 sq ft area. Components with larger areas may have lower wind loads. Wind H/ Seismic Seismic Drift H/ Seismic Importance Factor (Ie) 1.00 Crane H/ Seismic Design Category ...... D Total Gravity H/ Sol( Site Class .............. D Stiff Soil Total Wind H/ Ss ............. „ , .... , ...... 0.597 g Sds ..... 0,526 g S1 ,„ „............. 0.260 g Sol ..... 0,326 g Analysts Procedure ........... Equivalent Lateral Force Total Wind Panels L/ Column Line All Total Wind Girts L/ Basic Force Resisting System C4 Total Wind EW Columns L/ 120 Response Modification Coefficient (R) 3.50 � � m a�< Seismic Response Coefficient (Cs) 0.150 �Za= U U' pO Design Base Shear In kips (V) 29.74 O O wUz cDQZ Basic Structural System (from ASCE 7-05 Table 12.2-1) M' O .J F- -fwd' F- C4 - Ordinary Steel Moment Frame U>(a0Q PROJECT NOTES BOLT TIGHTENING - Bolted ,joints with A325 Type 1 bolts greater than 1/2' diamter are specified as pretensioned joints in accordance with the Specification for Structural Joints Using ASTM A325 or A490 Bolts, December 31, 2009. Pre -Tensioning can be accomplished by using the turn -of -nut method of tightening, calibrated wrench, twist off type tension control bolts or direct tension Indicator as acceptable to the Inspecting Agency and Building Official, Installation Inspection requirements for Pre -Tensioned Joints (Specification for Structural Joints Section 9,2) using turn -of -nut method Is suggested. The connections on this project are not slip critical, Material properties of steel bar, plate, and sheet used in the fabrication of built-up structural framing members conform to ASTM A529, ASTM A572, ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 ksi. Material properties of hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with a minimum specified yield point of 50 ksl, Hot rolled angles, other than flange braces, conform to ASTM 36 minimum. Hollow structural shapes conform to ASTM A500 grade B, minimum yield point is 42 ksi for round HSS and 46 ksi for rectangular HSS, Material properties of cold -formed light gage steel members conform to the requirements of ASTM A1011 SS Grade 55, ASTM A1011 HSLAS Grade 55 Class 1, ASTM A653 SS Grade 55, or ASTM A653 HSLAS Grade 55 Class 1 with a minimum yleld point of 55 ksl, For Canada, material properties conform to CAN/CSA G40.2O/G4O.21 or equivalent. Design criteria as noted is as given within order documents and is app(led In general accordance with the applicable provisions of the model code and/or specification Indicated. Neither the manufacturer nor the certifying engineer declares or attests that the loads as designated are proper for local provisions that may apply or for site specific parameters. The design criteria Is supplied by the builder, project owner, or an Architect and/or Engineer of Record for the overall construction project, Using standard gutter with 4 x 5 downspouts, the roof drainage system has been designed using the method outlined in the MBMA Metal Building Systems Manual. Downspout locations have not been located on these drawings. The downspouts are to be placed on the bud ding sidewalk at a spacing not to exceed 25.8 feet with the first downspout from both ends of the gutter run within 2 feet of the end. Downspout spacing that does not exceed the maximum spacing will be in compliance with the building code, The gutter and downspout system as provided by the manufacturer is designed to accommodate 4 In/hr ralnfall Intensity as it corresponds to a 5 year recurrence interval, Framed openings, walk doors, and open areas shall be located In the bay and elevation as shown in the erection drawings. The cutting or removal of girts shown on the erection drawings due to the addition of framed openings, walk doors, or open areas not shown may void the design certifications supplied by the metal building manufacturer, X -Bracing is to be installed to a taut condition with all slack removed. Do not tighten beyond this state, The wall construction by others at building sidewalk & endwalls has a self weight of 40 psf, This weight has been utilized in the design considerations for the building's seismic design. The support members provided by the metal bud ding manufacturer on bldg 1 have been designed to support the wall system by others and to deflect less than L/360 under wird or seismic loading, The wall system shall be attached to the outside flange of the support members at a maximum spacing of 3 feet, The inside flange of the support member shall be braced to the wall system at 1/4 points, Quality Metal Building Systems From Your Construction Professionals DEFLECTION CRITERIA The material supplled by the M A the following minimum deflection FM actual deflection �rK eunxc wmr cn,ms umwmi Ac FT)Irsn APPROVED loading is based on MBMA WAIBER us ACCRED170 PBR, DOUBLE—LOK SUPERLOK, LS—J6 service loads unless Indicated otherwise. ir, CFR, CF(METL—PLANK, 0A, MtAMI.DiiDE U LMESA, V—RIB, 7.2 INSUL—RIB, FLUTE, STRIATED, Rafters Purlins Panels Live L/ SANTA FE, ARCH. FLAT) MT. PLEASANT MIAMI DADE ROOF SYSTEMS MAP, PBR, PBU, LOKSEAM 240 60 IOWA MAP, PBR, BA TTENLOK HS DOUBLE—LOK, ULTRA—DEK Total Gravity L/ 240 DOUBLE—LOK, SUPERLOK BATTENLOK HS, SUPERLOK 240 240 60 Frame Limits CFR, Z2 PANEL Portal Frame Sldesway DEFLECTION CRITERIA The material supplled by the manufacturer has been designed with the following minimum deflection criteria, The actual deflection may be less depending on actual load and actual member length. The frame sidesway for wind loading is based on ASCE 7 commentary equation CC -3 of 0,7W. The limits shown are at service loads unless Indicated otherwise. E8 Back Sheeting Layout BUILDING DEFLECTION LIMITS.„ BLDG -A E10 -E13 Roof Limits Rafters Purlins Panels Live L/ 240 240 60 Snow L/ 240 240 60 Wind L/ 240 240 60 Total Gravity L/ 240 240 60 Total Uplift L/ 240 240 60 Frame Limits Sldesway Portal Frame Sldesway Live H/ 200 Snow H/ 200 Wind H/ 200 Seismic Drift H/ 40 40 Crane H/ 100 Total Gravity H/ 200 Total Wind H/ 200 240 Service Seismic H/ 200 240 Wall Limits Limit C Total Wind Panels L/ 60 41-1 Total Wind Girts L/ 360 Oo U Total Wind EW Columns L/ 120 The Service Seismic limit as shown here Is at service level loads, Page Drawing Index Description F1 Anchor Rod F2 Anchor Rod Details F3 -F4 Reaction Drawings E1 Cover Sheet E2 Primary Steel BLDGA E3 Roof Framing BLDGA E4 Roof & Canopy Sheeting E5 Canopy Details E6 Sidewall BLDGA WALLSWA E7 Sidewall BLDGA WALLSWC E8 Back Sheeting Layout E9 Endwall BLDGA WALL EWB & EWD E10 -E13 Main Frame Cross Sections E14 Portal Frame Cross Section at SWA E15 Portal Frame Cross Section at SWC E16 Iso Trim R1 -R14 R15 Construction Drawings Trim Profiles BUTTE '``OUNTY MAR 2, 6 2015 M -j SEL _t'MENTI T `T`'ib lljt"�'C c-67 BUILDING DESCRIPTIONS Building ID Width Length Height Slo Buiidinq A 80'-0 227'-0 1 16'-0 4:' m 0 0 o o h N w o �rn q a Z3 N ? � j w Z'zi3+,� w N 0 O U W U D 3 _J 1?- _J I o owa= ❑ a cD LJ U N W 2 aL CDUo' 0 0 l w �U oU Q L` C N �Z '?Z 41-1 o � Elz Oo U 0L�o>W V z � � m a�< •, c Q �Za= U U' pO o III O O wUz cDQZ O' rz - M' O .J F- -fwd' F- O l U>(a0Q O Scale: NOT TO SCALE Drawn by DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: EML Job Number: 14-B-71197-1 Sheet Number: Et of 16 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A Mar 1 P/2015 Fri tp m 0 (f) M Fn z 0 D M Z D F- r - C) rn D Z O U Fri to 0 x D (7 z Fr O 0 O N O c II mti r�70 D >� �m� A II D O 0 z _ pI_r- M moth M z 0 _ �> A D °o 24'-0 U) D t7 M M D O r to to O ouLni to �---------� O U M CANOPY V) o I (f) M Fn z 0 D M Z D F- r - C) rn D Z O U Fri to 0 x Z om �> A 24'-0 x 24'-0 oC O r ouLni �---------� Ci to I CANOPY I o I CANOPY I to W O z z 38'-31 38'-31 ---- m m r- r- 38'-3 38'-31 o � 38'-31 38'-31 n gy=m 38'-31 38'-31 cn D II 38'-3 38'-3 m 0 co O Or 38'-3 38'-31 0 r II W o 38' -3 1 38'-31 k W y Io 0 38'-3 38'-3 r O 38'-31 38'-31 r o 38'-3 I 38'-3 W C 38'-,3 I 38'-31 O O 38'-31 38'-31 38'-31 38'-31 38'-31 38'-31 39'-716 39'-7196 39'-716 1 I 39'-716 39'-716 39'-716 39'-7196 39'-7196 39'-716 39'-716 39'-716 39'-716 1 39'-716 I 39'-716 I I 39'-716 I 39'-716 1 39'-7{96 39'-716 39'-716 39'-716 39'-7196 39'-716 39'-7196 I 39'-716 O 39'-716 I 39'-716 r 39'-716 39'-710 0 39'-76 39'-7 16 O 39'-7196 39'-716 39'-716 39'-7A 39'-7{96 I 39'-71% I 39'-716 I 39'-7196 I I _ 5 - 2 39'-716 39'-716 39'-71°6 39'-7196 0 4--0' 39'-71 39'-71 5-0 39'-716 1 39'-71% 5'-0 39'-71 1 39'-716 v r F-39'-76 39'-7196 39'-716 m D 39-7196 r n z N I 39'-7195 39'-7 16 r -U r- r 0 p � p 0 D 39'-711 39'-7196 O D O p < 0 rn I zz 39'-7196 I 39'-7196 z _ rn r r 11 c n � o o 39'-7�6 1 39'-7i46 I o - D o m> I 39'-7 6 39'-7 9 ® cI z m 11 p II D ❑ 39'-716 39'-7195 O r - M - z 39'-7196 39'-716 " w z o 39'-7195 39'-79 tri- 39'-71 I 1 39'-7196 39'-7196 39'-7196 39'-716 39'-716 0 45 �72 56- 00 -TI 39'-7196 39'-7i96 39'-7198 I 39'-7196 39'-71J 39'-7196 I rn 1 39'-716 I 39'-716 1 F= 39'-7196 39'-71% 39'-7196 39'-7196 z 39'-7196 39'-7196 39'-7A I 39'-7A D 39'-716 I 39'-7A z 39'-7196 39'-716 39'-7� 39'-7196 39'-716 39'-796 39'-716 39'-7A 5'-0 1 39'-7195 1 39'-716 1 5'-0 39'-716 1 39'-71% 39'-716 39'-716 ❑ 39'-716 39'-7A96 ❑ 39'-716 39'-7A v 39'-7196 39'-71% n rn z 39'-716 1 I 39'-7196 I z � rn I o I � 39'-716 39'-7196 o 39'-7196 39'-796 39'-716 39'-7196 39'-7196 39'-716 1 39'-7198 1 39'-716 I 39'-76 39'-79 ' 7-8 4 39'-716 39'-79 4 39'-79 39'-76 v 8 39' -79 -7A0l p 39'-716 1 39'-716 O 39'-7196 I 39'-716 O 39'-7196 39'-716 O 00 39'-719639'-7196> z D rnztn 39'-795 39'-7196 M -U or r- D 39'-7f6 39'-71% o o np I 39'-716 1 39'-7198 >p II r<*1 z m 39'-74 39'-716D m J y 0 D MM 39'-79 O 39'-7 m 39'-79N V v 39'-71% (9) M II p II D 39'-7t96 O 39'-7196 o rJ r .Z7 - Z (n rri l 39'-71I 39'-716 I M rm- � z o to 39'-716 1 39'-7196 N 39'-7J 39'-7196 39'-716 39'-7196 39'-716 39'-716 39'-7196 39'-716 M 1 39'-719 I 39'-716 o 39'-7{96 1 39'-716 -A 4', 0 38'-31 38'-3J O rn 4-4 38'-31 38'-31 71 71 0 8 38'-31 38'-31 -p - 7'-4 38'-31 1 38'-3J z O r 38'-31 1 38'-31 o 38'-31 38'-31m lc 38'-3 38'-3J cNo D r*1 � 0 38'-3 38'-3 I rzi II m 38'-31 38'-31 G7 o O arc O o m 38'-3 1 38'-31 N r� 38'-31 1 38'-31 O o= y 38'-3J 38'-31 O � Z < N m 38'-31 38'-31 to 0> o 18 SPACER 38 =3 i ��J 18 SPACER 38'= 3 m \\ m UE H 15h + W m D N to CANOPY I I CANOPY I 1 0 zrn ^_ __ rn m 24'-0 I J I_ 24'-0 O � rn O n {D t7r JUJ C) OnJ J JJJ mmJ N O O M � cD� O Om O Z 0 C o I I N to � c n 0 z a F)1 ° N p j o (ND ° U S ° . - o o ° S O S n CO)umbUS, MS. (662)243-6400 Revision Dote Descri tion P B Ck'd y a ° o ° ° o ° � z `�' ' Ceco Building Systems Mount Pleasant, IA. (319) 385-8001 ° �' ° ° N ID c o z �' c Roc Mount, NC. 252 977-2131 m a(D o'- L-: o m m o- `o Q S 2 An NCI Company www cecobuildings cam o vs, n 0 c ° n Cr , �• o i �° m -i Customer. Project Nome & Location: o U 3 v m ,n � ° rt _. os o n n I �° D n V.I.S.E. COMPANY RICK CUDGEL m o m' 3 ° a ° < 6306 COUNTY ROAD 24 629 ENTLER AVE ' > 0 ° . s �° o o m a m o v r F- ORLAND, CA 95963 ATTN. JOSH BEAVER CHICO, CA 95928 REP: KIM HOLTGREWE m 1 0 ° ?_ c s o J J \ Drawing Status: 9 ❑ Prelimincr Not For Constructions ❑For Construction Permit o o m C N n a a m I cn �' ❑ For Approval ®For Erector Installation (Not For Construction) SECTION AT SIDEWALL CANOPIES STEEL LINE —I TRI -BEAD TAPE SEALER EA. SIDE OF FLEXIBLE FLEXIBLE MEMBRANE PARAPET HIGH EAVE TRIM [T-5214] URETHANE TUBE SEALANT 0 CLOSURE ENDS 0/0 DIMENSION AVP WALL PANELS FIELD CUT ABOVE CANOPY 2^ , 2" INSIDE CLOSURE HW464 AT AVP WITH TAPE SEALANT HW507 ON BOTH SIDES No 1//4-14 x 7WASHER r/8 LONG-L ENER #IF 1E LAPTEK (DO NOTNSTALLTTHRU PANEL RIB) C 12 -TRI-BEAD TAPE SEALER [HW -504 — I SLOPE ® TOP OF CLOSURE &TOP 0 FLEXIBLE MEMBRANE ZEE CLOSURE [T-5014 (FIELD CUT TO FIT PANEL TRI -BEAD TAP SEALER HW -504] /iOKSEAM PANEL 1/4-14 x 1 1/4 LONG -LIFE SELF -DRILLER W/WASHER [FASTENER #1E] ® 6^ O.C. SECTION AT ENDWALL CANOPIES 0/0 STUCCO STUCCO WALL (NOT BY CECO) URETHANE TUBE SEALANT CONTINUOUS COUNTERFLASH [T-5225] 1/4-14 x 7/8 LONG -LIFE LAPTEK W1/WASHER [FASTENER #4] 0 6^ O.C. 12 (l)0 NOT INSTALL THRU PANEL RIB) SLOPE I TRI -BEAD TAPE SEALER [HW -504] ® TOP OF CLOSURE & TOP OF 2 FLEXIBLE MEMBRANE 2^ ZEE CLOSURE [T-5014] (FIELD CUT TO FIT PANEL) - RI -BEAD TAPE SEALER LOKSEAM PANELI �HW-504] 1/4-14 x 1 1/4 LONG -LIFE SELF -DRILLER W/WASHER [FASTENER #1E] ® 6" O.C. BOX RAKE TRIM [T-5237] TRI -BEAD TAPE SEALER [HW -504] 12-14 x 1 1/4 LONG -LIFE SELF -- DRILLER W/WASHER [FASTENER #31 CONTINUOUS CLEAT [T-5121] 1/8 x 3/16 POP RIVET [FASTENER #14] 0 12^ O.C. ZEE CLOSURE [T-5014] FIELD CUT LOKSEAM ENDWALL PANEL - TRI -BEAD TAPE SEALER [HW -504] EA. SIDE OF FLEXIBLE MEEMBRANE FLEXIBLE MEMBRANE PARAPET HIGH EAVE TRIM [T-5214] URETHANE TUBE SEALANT ® CLOSURE ENDS /0 DIMENSION (SEE PLAN) DETAIL AT CANOPY RAKE APPLY BEAD OF URET""'r SEALANT OVER RIB B APPLYING RIB COVER FILL BOTH ENDS W/ URETHANE SEALANT 1/8 x 3/8 POP RIVET [FASTENER #14A] ® 6" O.C. TRI -BEAD TAPE SEALER [HW -504] ZEE CLOSURE [T-5014] 1/4-14 x 1 1/4 LONG -LIFE SELF -DRILLER W/WASHER [FASTENER #lE] ® 12" O.C. UL90 CLIP [HW -6400] 12-14 x 1 PANCAKE HEAD SELF -DRILLER [FASTENER #12A] (2) PER CLIP LOKSEAM PANEL 0/0 DIMENSION DETAIL "A" DETAIL "B" DETAIL "C" to] 0y1IT, 111111119:W01 a� 0 O c ,o c�oM,`��' E o aZz N D N o e O v� O to a 0 0 O C U V J L1 L W Q� J O O �a_aO 00LJ< ((� Z 0 -J Li z O O W O Y [if (D 00 w ,CO U U y h c N �2 L22 O O 0c0> V U r Loa U Z `a w ti V Z a}Lom .� c MZa= o Q ODUO III ° W to a Z .3 NO J H O U>c(o0¢ O Scale: NOT TO SCALE Drawn by DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: EVIL, Job Number: 14—B-71197-1 Sheet Number: E5 of 16 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer cnly.The undersigned engineer is not the overall engineer of record for this project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A Marl 2015 7-1 ay;;srF tv..� 4 x EWB AVP WALL PANELS PANEL COVERAGE = 3'-0 COLOR = LIGHT STONE PANEL PKG. REQ'D. = AVS -1 SWC KEY PLAN SWA f L L C SC425 - CL751 J CL751 J CL751 CL751 DH1 a� 0 O 0 .y a� 0 0 I 0 'a CL753 CL753 14'-0 1-- SC425 `-CL751 CL751 DETAIL AT 14'-0 X 14'-0 FRAMED OPENING (6) REQD. AT "SWA" CL150-� CL150 CL150 ,-CL150 CL150-\ ,--CL150 CL150 o DH2 [ CL150 � I � CL152 CL152 8'-0 8'-0 DETAIL AT 16'-0 X 8'-0 FRAMED OPENING (2) REQD. AT "SWA" F-1 SC18-\ F-9 --G-3 & G-30 SC18--\ r7 - 17 SC18-\ F -n SC18 --\ r7-; SCHEDULE OF ACCESSORIES NO. REQD DESCRIPTION 4 16'-0 X 8'-0 FACTORY LOCATED FRAMED OPENINGS 12 14'-0 X 14'-0 FACTORY LOCATED FRAMED OPENINGS REFER TO DETAILS ON INSTALLATION OF FRAMED OPENINGS. USE STANDARD WALL PROCEDURES 'TO ERECT THE SIDEWALL AND ENDWALL PANELS. SC18-� r' -z SC18 -\ r_G SC18 , r 2'-0 `� i i� co o ' a� 0 O 0 .y a� GC1G-7 j j I� G_6 O I I I G-11 I G-6 V �I l i I i Lnl G-1 3'-0J it I L I I V G_9 G-10 R � G-8 o [ II �— —1 — — [ � Itl V G-9 G-12 j co Q vi U � � PC29J `=XC1Z ^ XC1Z� GCl G-2 G-2 0 b G-2 G-2 o � I G-2 G-2 o G-1 BC -2-0 [ XC1 Z G-1 GC9 ^ GCg RKW1E o o '� T 1 o o I G-1 a � G-4 GC4 uR [ G-4 GC4 uR R � G-8 PC29-J - "- XC1 Z ^ XC1 Z -� OPEN FOR MATERIALS (NOT BY MANUFACTURER) I OPEN FOR MATERIALS (NOT BY MANUFACTURER) U U E wafm0 �I BA12-1 � ] of L I--- T--01 o - [ U U w U Y 13'-0 14'-0 14'-0 5'-0 8'-0 8'-0 5'-0 14'-0 a DU� 14'-0 5'-0 8'-0 8'-0 5'-0 14'-0 14'-0 13'-0 8" 29'-4 28'-0 28'-0 28'-0 28'-0 28'-0 28'-0 28'-4 1.1 d) 6 d) dJ cb C1 AB C1BA C1 CA C1D C1CA C1D SIDEWALL ELEVATION "SWA" AT GRID LINE "E" EWD a HW465 r I --4,4 OPEN FOR MATERIALS I I I I (NOT BY MANUFACTURER) I I I I — — 6"BEYOND Z -SECTION LAP TABLE SYMBOL LAP (LENGTH) YMBOL LAP (LENGTH) S 0'-2" (3j") T 2'-4"(2'-5J") R 1'-4"(1'-5J") <V> 3'-0"(3'-1J") 0 0 0 0 0 0 0 0 0 0 0 j I I I I I I I AN I � ;z I rr I I I I lin ib in din in � I I I I I I I I l I I I WALL SHEETING ELEVATION "SWA" BLDG A d) C1 CB 0 0 0 0 0 0 0 � r— I I I I Ij I^ I `r I I I I I I a� 0 O 0 .y a� j j I� I I I I I o �I l i I i Lnl i I it I L I I PC20 — — c j co Q vi U d) C1 CB 0 0 0 0 0 0 0 � r— I I I I Ij I^ I `r I I I I I I 8 8.9 8 z o z C2BA C1 AA m `*4 It � — — — — — — — — I =l = OPEN FOR MATERIALS II I I I I (NOT BY MANUFACTURER) 1n I o In 12 1n �I I I I a o o- ❑ ❑ Q o o�UJ > U z0f°�W Z a-�om c :2Z¢= o Q ` O :D U V IIIO w00� Oi Z 3 n J O O H U>(Do< O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by MAW 3/17/15 Project Engineer: EML Job Number: 14-B-71197-1 Sheet Number: E6 of 16 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A Mar 1 a� 0 O 0 .y a� o E o ° PC20 c co Q vi U ° h \--PC29 b ° h \-PC29 � w o C U -a a_ V J Q J O O E wafm0 o 0 -J ❑ U U w U Y Nbi vJ a DU� o 0 U U 8 8.9 8 z o z C2BA C1 AA m `*4 It � — — — — — — — — I =l = OPEN FOR MATERIALS II I I I I (NOT BY MANUFACTURER) 1n I o In 12 1n �I I I I a o o- ❑ ❑ Q o o�UJ > U z0f°�W Z a-�om c :2Z¢= o Q ` O :D U V IIIO w00� Oi Z 3 n J O O H U>(Do< O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by MAW 3/17/15 Project Engineer: EML Job Number: 14-B-71197-1 Sheet Number: E6 of 16 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A Mar 1 OY/PROJECTS\XDS—V5-00-04 FRAME = active/Eng/14—B-71197/ver01—EMLacsa/Bldg—A/Drftg/x01L.1 active/Eng/14—B-71197/ver01—EMLacsa/Bldg—A/Drftg/x01L.1 l/ 5/15 19:16:07 l/ 5/15 19:16:07 OY/PROJECTS\XDS—V5-00-04 FB SET = Eng/14—B-71197/ver01—EMLacsa/Bldg—A/DRFTG/x01L.1 Eng/14—B-71197/ver01—EMLacsa/Bldg—A/DRFTG/xO1L.1 C r GENERAL NOTES y FRAME CLEARANCES SHOWN ARE APPROXIMATE AND U MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM m� FINISHED FLOOR REFERENCE ELEVATION. 12 12 3'-5 4'4'-11 4'-11 4'-11 4-11 4-11 —11 4'-11 4'-11 4'-11 4'-11 4'-7J F134H FB4J NS OR FS FB4D FB4E FB4F FB4G NS & FS FB4J NS OR FS F84H FB4G F64F FB4E F64D NS & FS NS & FS NS & FS NS & FS NS & FS NS & FS NS&FS NS&FS NS&FS ate O I 40'-0 Cb C1BB @ LINE "2" C2B8 © LINE "8" SPLICE BOLT TABLE CONN. QTY. SIZE TYPE HARDENED BEVELED WASHERS WASHERS A (8) 1" X 3J A325 0&E]:::F7 0 B (10) J X 2" A325 B&N 1 0 1 0 80'-0 OUT/OUT OF STEEL CROSS SECTION AT FRAME LINE "2 & 8" APPROXIMATE MEMBER WEIGHTS PART MARK WEIGHT R1B 960 C1BB 671 C1BA 671 C2BB 671 C2BA 671 40'-0 Cb C1BA ® LINE "2" C2BA ® LINE "8" 03 0 O c ,o .N S D; o C W QVj J LE o Li 00X U W V� Q y J¢ In J `` O O E WD-a'o O U W Q = ❑ O U W U Y .l UNI W Q- Cr-'(DUa' 0 0 U U w w m m �U oU rn WK 7 F1 Vv Z0!� 0 W C :2 Z Q S O Q 0 � U NO IIIQ Z 3 v NO-JF- -Ma=F- U>(DOQ O Scale: NOT TO SCALE Drawn by DCJ 3/17/15 Checked by MAW 3/17/15 Project Engineer: EMIL Job Number: 14-8-71197-1 Sheet Number: Ell of 16 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A Mar 1 2015 r >" �'­�S$� o £A^ G � � 06CAU����`� O D Z Z .-. O N GO x N (A m r n w m N � W co M m C) Z � O o �x 20 70z u) m FF1 O ➢m N < =m mm Lno N C7 ;a O N N Cn rrl O O Z D I� I� O :u I� ID r D M D —I C/) O Ln N I m N x D W N l a' _ n cn U1 cn W D :D< ATO N� -<Km =O <mA �r- xOD MC �mz Om oz0 �x mzN', mz Om T O N mm ON Mo O= z C) O m m Z O 0Z N F-0 (/);;a DN m 0 D m OMmm z m;:u T �O O OK Z D `.A D Z 0 6m o o j o 0 0 0 Z o a o Columbus, MS. (662J243 6400 Revision Date Description By Ck'd 0 0 0 D s a� 7 0 I (D10 M I � Mount Pleasant, IA. (319) 385-8001 EM: Ceco Building Systems Q- (D (0 0 N'0 o z a o Rock Mount, NC. 252 9772131 ?' o o o n o 0 3 o s An NCI Company www. cecobuildings com (D d M d- (D D l N CL Q' l Z Customer: Project Nome & Location: o60° N N o 0 o 0 F ,° � cn 3 -0 m � `< rt - o 3Z3 D o n ` y V.I.S.E. COMPANY RICK GUDGEL Cn o o 3 3 (D 6306 COUNTY ROAD 24 629 ENTLER AVE �? Lo. N. zr m ° In ID m 00 n ORLAND, CA 95963 CHICO, CA 95928 G _ o o 61r W ATTN: JOSH BEAVER REP: KIM HOLTGREWE o 3 o 1-3 3 v 2 v Drawing Status: Preliminary ❑ ❑ For Construction Permit 0 Ln , , J \ (Not For Constructions (Dvol D) Ln ❑ ®For Erector Installation (NotAFor Construction) FIELD SERVICE PROCEDURES AUTHORIZATION FOR CORRECTIVE WORK UNLOADING, HANDLING, AND STORING MATERIALS ROOF AND WALL PANELS DAMAGE DURING CONSTRUCTION 11 U IN ORDER TO GIVE YOU PROMPT SERVICES AND KEEP PROBLEMS TO A MINIMUM, PLEASE NORMAL ERECTION OPERATIONS INCLUDE THE CORRECTION OF MINOR MISFITS BY MODERATE STRUCTURAL — A GREAT AMOUNT OF TIME AND TROUBLE CAN BE SAVED IF THE BUILDING MANUFACTURER'S WALL AND ROOF PANELS INCLUDING COLOR COATED, GALVALUME & THE QUALITY OF WORKMANSHIP IN STEEL ERECTION, CONSTRUCTION PRACTICES, AND HANDLE ANY SHORTAGES OR BACK CHARGES IN THE FOLLOWING MANNER: CAREFULLY CHECK AMOUNTS OF REAMING, CHIPPING, WELDING OR CUTTING AND THE DRAWING OF ELEMENTS INTO PARTS ARE UNLOADED AT THE BUILDING SITE ACCORDING TO A PRE—ARRANGED PLAN. GALVANIZED, PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL HANDLING METHODS USED DURING THE CONSTRUCTION OF THE METAL BUILDING CAN YOUR PACKING LIST WHILE UNLOADING. MARK ANY ITEMS, WHICH APPEAR TO BE MISSING AND LINE THROUGH THE USE OF DRIFT PINS. ERRORS WHICH CANNOT BE CORRECTED BY THE PROPER LOCATION AND HANDLING OF COMPONENTS WILL ELIMINATE UNNECESSARY HANDLING. UNLOADING & ERECTION PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE SIGNIFICANTLY AFFECT THE APPEARANCE AND PERFORMANCE OF THE BUILDING PANELS. m NOTIFY THE FIELD SERVICE DEPARTMENT AT THE NUMBER SHOWN IN THE TITLEBLOCK AS SOON FOREGOING MEANS OR WHICH REQUIRE MAJOR CHANGES IN THE MEMBER CONFIGURATION QUALITY MERCHANDISE, WHICH MERITS CAUTIOUS CARE IN HANDLING. PANEL DAMAGE DURING CONSTRUCTION CAN BE THE RESULT OF FAULTY INSTALLATION AS POSSIBLE. CALLING SOMEONE ELSE COULD DELAY THE PROPER RESPONSE. SHOULD BE REPORTED IMMEDIATELY TO THE OWNER AND FABRICATOR BY THE ERECTOR, TO NOTE: PIECE MARKS ARE STENCILED ON PRIMARY STRUCTURAL MEMBERS AT LOWER METHODS AND/OR CARELESSNESS. ENABLE WHOEVER IS RESPONSIBLE EITHER TO CORRECT THE ERROR OR TO APPROVE THE MOST END, 1'-0" FROM END. INSPECT ALL SHIPMENTS PRIOR TO RELEASING THE TIE -DOWNS UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF SHORT MATERIALS- IMMEDIATELY UPON DELIVERY OF MATERIAL, QUANTITIES ARE TO BE EFFICIENT AND ECONOMICAL METHOD OF CORRECTION TO BE USED BY OTHERS. (AISC 303-10, FOR LOADS THAT MAY HAVE SHIFTED DURING TRANSIT! SHEETS SHOULD BE LIFTED OFF THE TRUCK WITH EXTREME CARE TAKEN TO INSURE THAT NO OVERDRIVEN FASTENERS CAUSE INDENTATIONS OR SHALLOW POCKETS IN THE PANEL AROUND VERIFIED BY THE CUSTOMER AGAINST QUANTITIES THAT ARE BILLED ON THE SHIPPING SECTION 7.14) (MAR 05 SECTION 7.14) IF THE ERROR IS THE FAULT OF THE MANUFACTURER, DAMAGE OCCURS TO ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES SHOULD BE THE FASTENER HEAD. RAIN WATER OR CONDENSED MOISTURE COMBINED WITH ATMOSPHERIC DOCUMENT. NEITHER THE MANUFACTURER NOR THE CARRIER IS RESPONSIBLE FOR THE AN "AUTHORIZATION FOR CORRECTIVE WORK" MUST BE ISSUED IN WRITING BY THE REMEMBER, SAFETY FIRST! STORED OFF THE GROUND SUFFICIENTLY HIGH TO ALLOW AIR CIRCULATION UNDERNEATH THE POLLUTANTS (PRINCIPALLY SULFUR DIOXIDES) AND DIRT PARTICLES COLLECT IN THESE MATERIAL SHORTAGES AGAINST THE QUANTITIES BILLED ON SHIPPING DOCUMENT IF SUCH MANUFACTURER TO AUTHORIZE THE CORRECTIVE WORK AT A COST NOT TO EXCEED THE BLOCKING UNDER THE COLUMNS AND RAFTERS PROTECTS THE SPLICE PLATES AND THE SLAB PACKAGES. THIS AVOIDS GROUND MOISTURE & DETERS PEOPLE FROM WALKING ON THE POCKETS. THE COMBINATION OF POLLUTANTS AND WATER CREATES ACID SOLUTIONS THAT SHORTAGES ARE NOT NOTED ON SHIPPING DOCUMENTS WHEN THE MATERIAL IS DELIVERED, MAXIMUM TOTAL COST SET FORTH. ALTERNATIVE CORRECTIVE WORK OTHER THAN THAT FROM DAMAGE DURING THE UNLOADING PROCESS. IT ALSO FACILITATES THE PLACING OF PACKAGES. ONE END OF THE PACKAGE SHOULD ALWAYS BE ELEVATED TO ENCOURAGE WILL CAUSE CORROSION DAMAGE TO THE PANEL AND FASTENER. RAIN MAY WASH SOME AND THEN ACKNOWLEDGED BY THE CARRIER'S AGENT. IF THE CARRIER IS THE MANUFACTURER, PROPOSED IN THE "INITIAL CLAIM" MAY BE DIRECTED BY THE MANUFACTURER IN THE SLINGS OR CABLES AROUND THE MEMBERS FOR LATER LIFTING AND ALLOWS MEMBERS TO BE DRAINAGE IN CASE OF RAIN. THE MFGR EXERCISES EXTREME CAUTION DURING FABRICATING POLLUTANTS AWAY, BUT MOISTURE IN THE FORM OF HIGH HUMIDITY CAN KEEP THESE AREAS CLAIMS FOR SHORTAGES ARE TO BE MADE BY THE CUSTOMER TO THE COMMON CARRIER. IF "AUTHORIZATION OF CORRECTIVE WORK." ONLY THE FIELD SERVICE DEPARTMENT MAY BOLTED TOGETHER INTO SUB -ASSEMBLIES WHILE ON THE GROUND. EXTRA CARE SHOULD AND SHIPPING OPERATIONS TO INSURE THAT ALL PANEL STOCK IS KEPT DRY. HOWEVER, DUE WET AND CONTINUE THE PROBLEM. OVERDRIVING THE FASTENER ALSO FORCES THE SEALING THE MATERIAL QUANTITIES RECEIVED ARE CORRECT ACCORDING TO THE QUANTITIES THAT ARE AUTHORIZE CORRECTIVE WORK. ALWAYS BE EXERCISED IN THE UNLOADING OPERATION TO PREVENT INJURIES FROM TO CLIMATIC CONDITIONS, WATER FORMED BY CONDENSATION OF HUMID AIR CAN BECOME WASHER FROM UNDER THE FASTENER HEAD CREATING A LEAK AT THIS POINT. PROPER o BILLED ON THE SHIPPING DOCUMENTS, BUT ARE LESS THAN THE QUANTITIES ORDERED OR THE HANDLING THE STEEL AND TO PREVENT DAMAGE TO MATERIALS AND THE CONCRETE SLAB. TRAPPED BETWEEN STACKED SHEETS. WATER CAN ALSO BE TRAPPED BETWEEN THE STACKED TORQUE ADJUSTMENT OF THE SCREW GUN OR PREFERABLY THE USE OF A DEPTH GAUGE QUANTITIES THAT ARE NECESSARY TO COMPLETE THE METAL BUILDING ACCORDING TO THEIF FINAL CLAIM - THE "FINAL CLAIM" IN WRITING MUST BE FORWARDED BY THE CUSTOMER TO WATER IS ALLOWED TO REMAIN FOR EXTENDED PERIODS IN BUNDLES OF PRIMED PARTS SHEETS WHEN EXPOSED TO RAIN. THIS MAY CAUSE DISCOLORATION CAUSED BY TRAPPED WILL ELIMINATE THE PROBLEM OF OVERDRIVEN FASTENERS. 4 o ORDER DOCUMENTS, CLAIM IS TOO BE MADE OF THE MANUFACTURER. THE MANUFACTURER WITHIN TEN (10) DAYS OF COMPLETION OF THE CORRECTIVE WORK SUCH AS GIRTS, PURLINS, ETC., THE PIGMENT WILL FADE AND THE PAINT WILL GRADUALLY MOISTURE. THE STAIN IS USUALLY SUPERFICIAL & HAS LITTLE EFFECT ON THE APPEARANCE co SOFTEN REDUCING ITS BOND TO THE STEEL. THEREFORE, UPON RECEIPT OF A JOB, ALL OR SERVICE LIFE OF THE PANELS AS LONG AS IT IS NOT PERMITTED TO REMAIN ON THE IT IS EXTREMELY IMPORTANT THAT ALL DRILL SHAVINGS FROM THE INSTALLATION OF PANEL DAMAGED OR DEFECTIVE MATERIAL -DAMAGED OR DEFECTIVE MATERIAL, REGARDLESS OF AUTHORIZED BY THE MANUFACTURER. BUNDLES OF PRIMED PARTS SHOULD BE STORED AT AN ANGLE TO ALLOW ANY TRAPPED PANELS. HOWEVER, MOISTURE IN CONTACT WITH THE SURFACE OF THE PANELS OVER AN FASTENERS AND FILLINGS FROM THE SAW CUTTING OF PANELS BE REMOVED FROM THE THE DEGREE OF DAMAGE, MUST BE NOTED ON THE SHIPPING DOCUMENTS BY THE CUSTOMER WATER TO DRAIN AWAY AND PERMIT AIR CIRCULATION FOR DRYING. PUDDLES OF WATER EXTENDED PERIOD CAN SEVERELY ATTACK THE FINISH & REDUCE THE EFFECTIVE SERVICE LIFE. PANEL SURFACE. CORROSION CAN OCCUR IN A MATTER OF HOURS WHEN THESE SHAVINGS AND ACKNOWLEDGED IN WRITING BY THE CARRIER'S AGENT. THE MANUFACTURER NOT THE "FINAL CLAIM" MUST INCLUDE: SHOULD NOT BE ALLOWED TO COLLECT AND REMAIN ON COLUMNS OR RAFTERS FOR THE SEE R1-07 "DAMAGE FROM CONDENSATION OR TRAPPED WATER." OR FILLINGS ARE NOT REMOVED AND ARE ALLOWED TO COME IN CONTACT WITH WATER OR RESPONSIBLE FOR MATERIAL DAMAGED IN UNLOADING OF PACKAGED OR NESTED MAA 1ACTUAL NUMBER OF MAN-HOURS BY DATE OF DIRECT LABOR USE ON CORRECTIVE WORK . SAME REASON. . CONDENSED MOISTURE. WHEN PANELS ARE PRE -DRILLED OR CUT IN THE STACK PRIOR TO INCLUDING, BUT NOT LIMITED TO: FASTENERS, SHEET METAL, "C" & "Z" SECTIONS & COVERING AND ACTUAL HOURLY RATES OF PAY 2. TAXES AND INSURANCE ON TOTAL ACTUAL DIRECT LABOR. THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR ONLY A CAUTION: CARE SHOULD ALWAYS BE TAKEN WHEN WALKING ON PANELS. USE SAFETY LINES ERECTION ALL SHAVINGS OR FILLINGS MUST BE CLEANED FROM BOTH SIDES OF THE PANEL. TO PREVENT CORROSION OF THE PANEL BY THESE PARTICLES IT IS IMPERATIVE THE PANELS THAT BECOME WET AND/OR DAMAGED BY WATER WHILE IN THE POSSESSION OF OTHERS. PACKAGED OR NESTED MATERIAL THAT BECOMES WET IN TRANSIT MUST BE 3. OTHER DIRECT COSTS ON ACTUAL DIRECT LABOR. SHORT PERIOD OF EXPOSURE TO ORDINARY ATMOSPHERIC CONDITIONS. THE COAT OF SHOP PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEARANCE, OR THE DURABILITY AND i AND NETS WHEN NECESSARY. PANELS ARE SLIPPERY. WIPE DRY ANY MOISTURE OR SURFACE MATERIAL THAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE. DEW, FROST, OR OTHER HE F ROOF BE SWEPT CLEAN AT LEAST DAILY AND CERTAINLY AT JOB COMPLETION. THE FINAL UNPACKED, UNSTACKED AND DRIED THE CUSTOMER. IF THE CARRIER IS THE 4. COST OF MATERIAL (NOT MINOR SUPPLIES) AUTHORIZED BY THE MANUFACTURER TO BE PURCHASED FROM OTHER THAN THE MANUFACTURER, INCLUDING COPIES OF PAID INVOICES. CORROSION RESISTANCE OF A FIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER. FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS. ALWAYS CLEANING OF THE ROOF SHOULD BE DONE PRIOR TO INSTALLING THE GUTTER SO THAT THE SHAVINGS ARE NOT DEPOSITED INTO THE GUTTER AND LEFT TO CORRODE. ANY OTHER T MANUFACTURER, THE CUSTOMER MUST MAKE CLAIM FOR DAMAGE DIRECTLY TO THE 5. TOTAL ACTUAL DIRECT COST OF CORRECTIVE WORK (SUM OF 1, 2, 3 & 4). THE "FINAL TOUCH-UP OF THESE MINOR ABRASIONS IS THE RESPONSIBILITY OF THE END CUSTOMER. ALL ASSUME PANEL SURFACE IS SLIPPERY &ACT ACCORDINGLY. NEVER WALK OR STEP ON i SKYLIGHTS OR TRANSLUCENT PANELS. FOREIGN OBJECTS OR DEBRIS LEFT BY CONSTRUCTION PERSONNEL SHOULD ALSO BE MANUFACTURER. IF THE CARRIER IS A COMMON CARRIER, THE CUSTOMER MUST MAKE THE CLAIM FOR DAMAGE TO THE COMMON CARRIER. THE MANUFACTURER IS NOT LIABLE FOR ANY CLAIM" MUST BE SIGNED AND CERTIFIED TRUE AND CORRECT BY THE CUSTOMER. "FINAL PRIMER SHOULD BE TOUCHED UP AS REQUIRED BEFORE ERECTION! - SEE R1-06 TITLED REMOVED FROM THE ROOF. DURING THE ERECTION OF THE ROOF AND THE INSTALLATION OF EQUIPMENT SUCH AS AIR CONDITIONING UNITS, ETC... CLAIM WHATSOEVER INCLUDING, BUT NOT LIMITED TO LABOR CHARGES OF CONSEQUENTIAL CLAIMS" ARE CREDITED TO THE CUSTOMER BY THE MANUFACTURER IN AN AMOUNT NOT TO "SHOP PRIMED STEEL" USE WOOD BLOCKING TO ELEVATE & SLOPE THE PANELS IN A MANNER THAT WILL ALLOW v DAMAGES RESULTING FROM THE CUSTOMER'S USE OF DAMAGED OF DEFECTIVE MATERIALS THAT EXCEED THE LESSER OF THE MAXIMUM TOTAL COST SET FORTH IN WRITING IN THE MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN BUNDLES WILL PROVIDE ADDITIONAL PERSONNEL WALKING ON THE PANELS CAN CAUSE DAMAGE. WORKMEN SHOULD STEP OR CAN BE DETECTED BY VISUAL INSPECTION. "AUTHORIZATION FOR CORRECTIVE WORK" OR TOTAL ACTUAL DIRECT COST OF CORRECTIVE TEMPORARY SUPPORTS AIF; CIRCULATION. WHEN HANDLING OR UNCRATING THE PANELS, LIFT RATHER THAN SLIDE WALK IN THE BROAD FLAT AREAS OF THE PANEL AND AVOID STEPPING ON THE PANEL ENDS Q WORK. THEM APART. BURRED EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SLID AND EDGES WHICH CAN BE BENT BY CARELESS HANDLING. IF THIS DAMAGE IS SEVERE, THE OIL CANNING IS NOT CAUSE FOR REJECTION TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OVER ONE ANOTHER. NEVER ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. EDGES MUST BE STRAIGHTENED PRIOR TO ERECTION SINCE THE APPEARANCE AND/OR c o **IMPORTANT NOTE** -COST OF EQUIPMENT (RENTAL OR DEPRECIATION), SMALL TOOLS, OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND WEATHER TIGHTNESS OF THE PANEL COULD BE AFFECTED. DRAGGING ONE PANEL ACROSS EXCESSIVE MATERIAL - THE MANUFACTURER RESERVES THE RIGHT TO RECOVER ANY SUPERVISION, OVERHEAD AND PROFIT ARE NOT SUBJECTED TO CLAIMS. FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE ANOTHER CAN CUT OR ABRADE THE COATING CAUSING UNSIGHTLY MARKS ON THE PANEL MATERIAL DELIVERED IN EXCESS OR THOSE REQUIRED BY THE ORDER DOCUMENTS. THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS SURFACE. SHIPMENT ARRIVAL TIME - EVERY EFFORT WILL BE MADE TO SEE THAT THE CARRIER COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING INITIAL CLAIM - IN THE EVENT OF ERROR, THE CUSTOMER MUST PROMPTLY MAKE A WRITTEN ARRIVES AT THE JOBSITE ON THE REQUESTED DAY AND AT THE REQUESTED HOUR. FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING ATTEMPTS TO ERECT PANELS DURING WINDY CONDITIONS SHOULD BE AVOIDED TO PREVENT o c� OR VERBAL "INITIAL CLAIM" TO THE MANUFACTURER FOR THE CORRECTION OF DESIGN, MANUFACTURER MAKES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY FOR COSTS FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE DAMAGE AND FOR SAFETY CONSIDERATIONS. a N DRAFTING, BILL OF MATERIALS OF FABRICATION ERROR. ASSOCIATED WITH A SHIPMENT NOT ARRIVING AT A REQUESTED TIME UNLESS A SEPARATE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF DRAINAGE THE "INITIAL CLAIM" INCLUDES: AGREEMENT HAS BEEN MADE IN WRITING FOR A GUARANTEED ARRIVAL TIME. STANDARD PRACTICE, 9TH ED.). Q LEAVING DIRT PILED AGAINST THE EXTERIOR WALL PANELS AT THE FOUNDATION WILL CAUSE a Q_ i. DESCRIPTION OF THE NATURE AND EXTENT OF THE ERRORS,INCLU DING QUANTITIES. PANEL DAMAGE. THIS DIRT MAY BE WET OR AT LEAST WILL CONTAIN SOME MOISTURE. MUD N �, E ` ° 2. DESCRIPTION OF THE NATURE AND EXTENT OF PROPOSED CORRECTIVE WORK INCLUDING ELEVATE MAY HAVE BEEN SPLASHED ONTO THE WALL DURING CONSTRUCTION. CORROSION DAMAGE MAY OCCUR WHERE THIS DIRT OR MUD CONTACTS THE PANELS. IN AREAS WHERE LIME N ESTIMATED MAN-HOURS. 3. MATERIAL TO BE PURCHASED FROM OTHER THAN THE MANUFACTURER, INCLUDING STABILIZATION OF THE SOIL IS REQUIRED, CORROSION DAMAGE FROM THE SOIL'S CONTENT '8 ° S ° ESTIMATED QUANTITIES AND COST. WILL BE ACCELERATED AND MOST LIKELY BE SEVERE. ALL DIRT MUST BE REMOVED FROM Co a oTHE MAXIMUM TOTAL COST OF PROPOSED CORRECTIVE WORK AND MATERIAL TO BE PURCHASED PANEL WALLS AT THE COMPLETION OF THE WORK. PRE -PAINTED PANELS MAY REQUIRE4. � wFROM OTHER THAN THE MANUFACTURER.TOUCH-UP IF THE COATING HAS BEEN DAMAGED DURING HANDLING OR ERECTION. w0No�THE lu_ APPEARANCE OF THE BLDG. MAY BE AFFECTED IF DAMAGED SPOTS OR SCRATCHES ARE za U a Q Lo LOCATED IN HIGHLY VISIBLE PLACES SUCH AS AROUND DOORS, WINDOWS, ETC... IF THE E wLI ° oz DAMAGE IS EXTENSIVE THEN REPLACEMENT OF THE ENTIRE PANEL SHOULD BE CONSIDERED. z2: U :2 z Y u O w O C, U N S W 11:(O UO' 0 0 R1-01 R 1-02 R 1-03 R 1-04 R 1-05 w TYPES OF FINISHES DAMAGE FROM CONDENSATION OR TRAPPED WATER SAFETY COMMITMENT ROOF MAINTENANCE GUIDELINES IT IS EXTREMELY IMPORTANT THAT THE PANELS BE MONITORED FOR EVIDENCE OF TRAPPED THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR APPLYING AND OBSERVING ALL PERTINENT * INSPECT ROOF FOR DAMAGE AFTER HEAVY STORMS. 4 SHOP PRIMED STEEL ALL STRUCTURAL MEMBERS OF THE METAL BUILDING SYSTEM NOT FABRICATED OF WATER OR MOISTURE CONDENSATION WHILE AWAITING ERECTION. HIGH HUMIDITY CONDITIONS BETWEEN THE PANELS WITHIN THE SAFETY RULES AND OSHA STANDARDS AS APPLICABLE. * INSPECT AND RESEAL AS NECESSARY ALL ROOF CURBS AND OTHER PENETRATIONS WITH o o CORROSION RESISTANT MATERIAL OR PROTECTED BY A CORROSION RESISTANT COATING ARE WITH TEMPERATURE CYCLING WILL CAUSE CONDENSATION COAST OR OTHER LARGE THE BUILDING MANUFACTURER HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING URETHANE SEALANT. IIL22 QQa PAINTED WITH ONE COAT OF SHOP PRIMER MEETING THE PERFORMANCE REQUIREMENTS OF BUNDLE. CONDENSATION CAN OCCUR FREQUENTLY NEAR THE SEA COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB * ALWAYS GET MANUFACTURER APPROVAL BEFORE MAKING ANY MODIFICATIONS TO THE o w 1:1SSPC PAINT SPECIFICATION NO. 15. THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT BODIES OF WATER. SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF THE BUILDING ROOF. 0 0 0 > U } THE STEEL FRAMING FOR ONLY A SHORT PERIOD OF EXPOSURE TO ORDINARY ATMOSPHERIC IF JOBSITE COVERS ARE USED, THEY SHOULD BE TIED AWAY FROM THE BUNDLE AT THE MANUFACTURER. IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION * REPAINT ANY AREAS THAT ARE SUSCEPTIBLE TO RUST AS REQUIRED. * WHEN PERFORMING ROOF MAINTENANCE, ALWAYS TAKE THE FOLLOWING PRECAUTIONS: M U Q rn m CONDITIONS. SHOP PRIMED STEEL WHICH IS STORED IN THE FIELD PENDING ERECTION SHOULD BE KEPT FREE OF THE GROUND AND SO POSITIONED AS TO MINIMIZE WATER -HOLDING CORNERS TO ALLOW AIR CIRCULATION AROUND THE BUNDLE. THIS WILL HELP PREVENT PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE. * USE FALL PROTECTION AND OTHER SAFETY EQUIPMENT AS REQUIRED. } r ` '� n- ~ o V c 0 0 POCKETS, DUST, MUD AND OTHER CONTAMINATION OF THE PRIMER FILM. REPAIRS OF MOISTURE EVAPORATING FROM THE GROUND OR BUILDING FLOOR FROM CONDENSING ON THE LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, WHETHER STANDARD * DO NOT WALK ON ROOF FLASHINGS SUCH AS GUTTER, RAKE, HIP OR RIDGE z V ¢ o0 o O DAMAGE TO PRIMED SURFACES AND/OR REMOVAL OF FOREIGN MATERIAL DUE TO IMPROPER PANELS. PLASTIC OR OTHER IMPERMEABLE COVERS ARE NOT RECOMMENDED. IMMEDIATE IS REQUIRED IF THE PANELS ARE FOUND TO BE WET FROM ANY CAUSE. THE STATUTORY OR CUSTOMARY, SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER FLASH. i E v o � ACTION SAFETY. * DO NOT WALK ON LIGHT TRANSMITTING PANELS (LTPS). THEY WILL NOT w Q FIELD STORAGE OR SITE CONDITIONS ARE NOT THE RESPONSIBILITY OF THE MANUFACTURER. BUNDLES MUST BE OPENED AND EACH PANEL UNSTACKED AND THOROUGHLY DRIED ON BOTH MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING SUPPORT A PERSON'S WEIGHT. ° co z 3 vi THE MANUFACTURER IS NOT RESPONSIBLE FOR DETERIORATION OF THE SHOP COAT OF SIDES. RE -STACKING THE PANELS AT A SLIGHT ANGLE TO EACH OTHER TO PREVENT NESTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY * GUARD ALL LTPS AND ROOF OPENINGS.IUI N O J ~ - ~ o PRIMER OR CORROSION THAT MAY RESULT FROM EXPOSURE TO ATMOSPHERIC AND WILL ALLOW AIR CIRCULATION AND ASSIST IN KEEPING THE PANELS DRY. IN SEVERE MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD * STEP ONLY IN THE PANEL FLAT DIRECTLY ON OR IN CLOSE PROXIMITY TO A SUPPORTING U > m O O ENVIRONMENTAL CONDITIONS, NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED CONDITIONS LARGE FANS CAN BE USED TO CIRCULATE AIR BETWEEN THE UNSTACKED PANELS HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL ROOF STRUCTURAL. A Scale: NOT TO SCALE COATING. MINOR ABRASIONS TO THE SHOP COAT (INCLUDING GALVANIZING CAUSED BY PAINTING OR GALVANIZING AND ACCELERATE DRYING. DAMAGE TO THE PANEL COATING OCCURS WHEN PANELS BECOME AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. * AFTER OTHER TRADES HAVE BEEN ON THE ROOF FOR ANY REASON. INSPECT THE ROOF by. DCJ 3/17/15 HANDLING, LOADING, SHIPPING UNLOADING AND ERECTION AFTER WET AND ARE ALLOWED TO STAY WET. DAMAGE CAN OCCUR TO NESTED PANELS WITHIN FOR PURPOSES OF DETERMINING LIFT REQUIREMENTS, NO BUNDLE SUPPLIED BY THEDrawn FCR DAMAGE CAUSED BY WORKERS INCLUDING CHEMICAL OR SOLVENT SPILLS, SCRATCHES ARE UNAVOIDABLE. (MBMA 06 IV 4.2.4) 24-48 HOURS. THIS DAMAGE SHOWS AS CORROSION AND DISCOLORATION OF THE PANEL "WHITE MANUFACTURER WILL EXCEED 4,000 POUNDS. FOR FURTHER INFORMATION ALSO REFERENCE IN THE PAINT OR GALVALUME R COATING, EXCESSIVE FOOT TRAFFIC AND PUNCTURES. Checked by. MAW 3/17/15 SURFACE AND IS COMMONLY CALLED WET STORAGE STAIN, ZINC OXIDATION, OR THE BILL OF MATERIALS FOR INDIVIDUAL MEMBER WEIGHTS OF OTHER STRUCTURAL MEMBERS. MAKE SURE THAT ANY DEBRIS SCRAP LEFT BEHIND BY THE WORKERS IS REMOVED GALVALUME RUST". IF ADDITIONAL INFORMATION IS REQUIRED CONTACT THE FIELD SERVICE DEPARTMENT. FROM THE ROOF IMMEDIATELY. AVOID USING CUTOFF SAWS AND WELDING EQUIPMENT OVER AV Project Engineer: GALVALUME IS THE TRADE NAME FOR A PATENTED STEEL SHEET & COIL PRODUCT HAVING A THE ROOF. IN CASES WHERE THIS IS NOT POSSIBLE, THE ROOF MUST ADEQUATELY COATING OF CORROSION RESISTANT ALUMINUM -ZINC ALLOY. THE ALLOY MIXTURE IS ICE AND SNOW REMOVAL PROTECTED. Job Number: 14-B-71197-1 BALANCED TO OBTAIN THE COATING THAT RETAINS THE CORROSION RESISTANCE & HEAT EXCESSIVE ICE AND SNOW SHOULD REMOVED FROM ROOF IMMEDIATELY TO PREVENT REFLECTIVITY OF ALUMINUM & THE SACRIFICAL ACTION OF GALVANIZED. THE BEST DAMAGE TO ROOF AND POSSIBLE COLLAPSE. DO NOT USE METAL TOOLS TO REMOVE THE ICE FOOT TRAFFIC Sheet Number: R1 of 15 PROPERTIES OF BOTH ALUMINUM & ZINC ARE COMBINED IN THIS COATING & OFFER ADDED TARP OR SNOW AS THIS CAN DAMAGE THE PAINT AND/OR GALVALUME COATINGS. ALSO, BE KEEP FOOT TRAFFIC TO A MINIMUM. HEAVY FOOT TRAFFIC CAN CAUSE PONDING ON LOW SERVICE LIFE FOR BUILDING PANELS. CAREFUL AROUND PLUMBING PIPES AND FLASHINGS. PITCHED ROOFS. THIS IS PARTICULARLY TRUE JUST UPSLOPE FROM THE EAVE AND AT The engineer whose seal BE EXTREMELY CAREFUL IF YOUR ROOF HAS LIGHT TRANSMITTING PANELS. THESE PANELS ENDEARS. ALWAYS WALK IN THE FLAT OF THE PANEL NEAR A SUPPORTING ROOF appears hereon is an employee PRE -PAINTED USING GALVALUME STEEL AS A SUBSTRATE, PRE—PAINTED STEEL IS GIVEN AN ADDITIONAL WILL NOT SUPPORT A PERSON'S WEIGHT AND WILL BE DIFFICULT OR IMPOSSIBLE TO SEE IF STRUCTURAL. DO NOT WALK ON TRIM OR IN GUTTERS. ON BARE GALVALUME® ROOFS, for the manufacturer for the RUST INHIBITOR PRIMER COAT. THIS PRIMER COAT FURTHER INCREASES THE CORROSION THEY ARE COVERED WITH ICE AND SNOW. SEE 2002 MBMA LOW—RISE BUILDING SYSTEMS EXCESSIVE FOOT TRAFFIC MAY CAUSE BLACK BURNISH MARKS. IF REGULAR FOOT TRAFFIC materials described herein. Said RESISTANCE. THESE COATINGS ARE APPLIED TO THE EXTERIOR SURFACE OF THE PANELS MANUAL APPENDIX AB FOR DETAILS ON SNOW REMOVAL PROCEDURES. THESE PROCEDURES IS PLANNED FOR A ROOF, PROVISIONS SHOULD BE MADE FOR A PROPERLY DESIGNED AND seal or certification is limited AND THE WASH COAT, DESIGNED ONLY FOR INTERIOR USE, IS APPLIED ON THE OPPOSITE SHOULD COMMENCE WHEN HALF OF THE DESIGN ROOF SNOW LOAD SHOWN ON THIS SHEET IS INSTALLED ROOF WALKWAY SYSTEM. IN ORDER TO LIMIT ACCESS TO THE ROOF, ROOF to the products designed and SIDE. GALVALUME AND PRE—PAINTED STEEL CAN GIVE EXCELLENT SERVICE FOR MANY YEARS AIR CIRCULATION REALIZED. HATCHES OR ACCESS LADDERS SHOULD BE LOCKED AT ALL TIMES. A SIGN SHOULD BE manufactured by manufacturer IF A FEW RULES CONCERNING THEIR CARE AND MAINTENANCE ARE OBSERVED. ALL OF THESE POSTED AT THE POINT OF ACCESS, STATING THAT ONLY AUTHORIZED PERSONNEL ARE only -The undersigned engineer is FINISHES ARE EQUALLY SUBJECT TO DAMAGE AND CORROSION WHEN CARE IS NOT PROVIDED. DEBRIS REMOVAL ALLOWED ONTO THE ROOF. IN ADDITION, A LOG BOOK SHOULD BE KEPT OF ALL VISITS TO not the overall engineer of ANY FOREIGN DEBRIS SUCH AS SAWDUST, DIRT, LEAVES, ANIMAL DROPPINGS, ETC. WILL CAUSE THE ROOF AND THE REASON FOR SUCH VISITS. record for this project. PAINT AND COATING MAINTENANCE A SOFTENING OF THE PAINT FILM CAN OCCUR WITH PRE—PAINTED STEEL UNDER WET STORAGE CONDITIONS AND THE DURABILITY OF THE PANEL FINISH SUBSTANTIALLY DECREASED. BARE CORROSION OF THE ROOF, GUTTERS, TRIM, ETC. IF LEFT ON BUILDING SURFACE FOR A LONG DISSIMILAR METALS O. FORMULA 409 HAS PROVEN TO BE SMUDGE MARKS FROM BARE GALVALUME@. GALVANIZED AND GALVALUME PANELS REACT MORE QUICKLY TO SURFACE OXIDATION SINCE OR GALVALUME PANELS ENOUGH TIME. THE ROOF SHOULD BE PERIODICALLY INSPECTED FOR SUCH CONDITIONS AND IF FOUND, THEY SHOULD BE RECTIFIED IN A MANNER CONSISTENT WITH THESE ROOF NE=VER ALLOW YOUR ROOF TO COME IN CONTACT WITH, OR WATER RUNOFF FROM, ANY REMOVE SOMEWHAT EFFECTIVE. LIGHTLY RUB WITH A CLEAN CLOTH AND RINSE WITH WATER. DO NOT THEY LACK THE ADDITIONAL PROTECTION OF PAINT. ZINC COATED UNDER NORMAL EXPOSURE FORM A ZINC OR ALUMINUM OXIDE FILM ON THEIR SURFACE MAINTENANCE GUIDELINES. NEVER ALLOW TREATED LUMBER OR CONCRETE/MORTAR/GROUT TO DISSIMILAR METAL INCLUDING BUT NOT LIMITED TO: COPPER, LEAD OR GRAPHITE. THIS RUB MORE THAN REQUIRED TO REMOVE SMUDGE. NO PRODUCT WILL REMOVE ALL SMUDGE ALLOWING A SLOW OXIDATION PROCESS CALLED "WEATHERING" TO OCCUR THAT INHIBITS COME IN CONTACT WITH ROOF PANELS, ESPECIALLY GALVALUME®, FOR EXTENDED PERIODS INCLUDES COPPER AND ARSENIC SALTS USED IN TREATED LUMBER, CALCIUM USED IN DRCE3A ENCE3A MARKS. REMOVE RUST STAINS. SOFT SCRUB WITHOUT BLEACH HAS PROVEN TO BE FURTHER CORROSION. IN NESTED BUNDLES CONSTANT CONTACT OF THE PANELS WITH OF TIME. CONCRETE, MORTAR AND GROUT. SOMEWHAT EFFECTIVE. LIGHTLY RUB WITH A SOFT CLOTH AND RINSE WITH WATER. DO NOT CONDENSED OR TRAPPED WATER PREVENTS THIS WEATHERING PROCESS. RUB MORE THAN REQUIRED TO REMOVE STAIN. NO PRODUCT WILL COMPLETELY REMOVE RUST PERIODIC INSPECTION STAINS. TO TOUCH-UP SCRATCHES IN PAINT (NOT TO BARE METAL), CLEAN AREA TO BE RAPID OXIDATION OF THE ZINC OR ZINC ALUMINUM COATING CAN NOW OCCUR AND MAY LEAD ALL HIGH-STRENGTH BOLTS SHALL BE PERIODICALLY INSPECTED FOR TIGHTNESS, PAINTED WITH MILD DETERGENT. RINSE THOROUGHLY AND DRY. USING A SMALL ARTIST'S TO "RED RUST" IN A SHORT TIME. IF DISCOLORATION OR STAINS ARE MINOR, A HOUSEHOLD PARTICULARLY IN CRANE BUILDINGS AND AFTER ANY SEISMIC ACTIVITY OR WIND ACTIVITY. BRUSH, LIGHTLY APPLY THE MINIMAL AMOUNT OF COLOR MATCHED TOUCH-UP PAINT CLEANER OF THE TYPE USED ON PORCELAIN SINKS AND BATHTUBS MAY BE USED TO REMOVE THE CRANE MANUFACTURER WILL SPECIFY A MINIMUM PERIOD BUT IT SHOULD NOT EXCEED 2 REQUIRED TO FILL/COVER THE SCRATCH. CONTACT BUILDING MANUFACTURER FOR THE STAINS. WIRE BRUSHING OR USING ABRASIVE MATERIALS SHOULD BE AVOIDED SINCE YEARS. ASSISTANCE WITH ORDERING/PURCHASING TOUCH-UP PAINT AS NEEDED. SCRATCHING OR REMOVAL OF THE COATING COULD OCCUR. PANELS WITH SIGNIFICANT DAMAGE SHOULD BE REPLACED BY THE BUYER BEFORE ERECTION. DRAINAGE * KEEP ROOF FREE OF DEBRIS AND KEEP DEBRIS OUT OF GUTTER TO ALLOW WATER TO QUICKLY DRAIN FROM ROOF. * DO NOT USE WOOD BLOCKING TO HOLD EQUIPMENT OFF OF PANEL SEAMS. THIS BLOCKS THE FLOW OF WATER AND HOLDS MOISTURE. * DO NOT ALLOW ROOFTOP AC UNITS OR EVAPORATIVE COOLERS TO DRAIN ONTO THE ROOF. * ANYTHING THAT TRAPS OR HOLDS MOISTURE ON A ROOF WILL CAUSE PREMATURE CORROSION. R 1-06 R 1-07 R 1-08 R 1-09 Page R1 Erection Guide Date Rev. Ma '14 05 UILDING ANCHORAGE I ( I I I f1/8„ j ( j (13mm) I I TRANSIT t1 8" 1. To determine that the foundation is square, measure diagonal dimensions to be (t3mm sure they are of equal length. ANCHOR ROD SETTING TOLERANCES 2. To determine that the foundation is level, set up a transit or level and use a level rod to obtain the elevation at all columns. 3. Carefully check the location of all anchor rods against the Anchor Rod Setting Plan furnished by the Manufacturer. All dimensions must be identical to assure a proper start—up. AISC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS 7.5.1. Anchor rods, foundation bolts and other embedded items shall be set by the owner's designated representative for construction in accordance with embedment drawings that have been approved by the owner's designated representatives for design and construction. The variation in location of these items from the dimensions shown in the embedment drawings shall be as follows: (a) The variation in dimension between the centers of any two anchor rods within an anchor—rod group shall be equal to or less than 1/8 in. [3 mm]. (b) The variation in dimension between the centers of adjacent anchor—rod groups shall be equal to or less than 1/4 in. [6 mm]. (c) The variation in elevation of the tops of anchor rods shall be equal to or less than plus or minus 1/2 in. [13 mm]. (d) The accumulated variation in dimension between centers of the anchor—rod groups along the column line through multiple anchor—rod groups shall be equal to or less than 1/4 in. per 100 ft [2 mm per 10000 mm], but not to exceed a total of 1 in. [25 mm] (e) The variation in dimension from center of any anchor—rod group to the column line through that group shall be equal to or less than 1/4 in. [6 mm]. The tolerances that are specified in (b), (c) and (d) shall apply to offset dimensions shown in the structural design drawings, measured parallel and perpendicular to the nearest column line, for individual columns that are shown in the structural design drawings as offset from column lines. 7.5.2. Unless otherwise specified in the contract documents, anchor rods shall be set with their longitudinal axis perpendicular to the theoretical bearing surface. 7.5.3. Embedded items and connection materials that are part of the work of other trades, but that will receive structural steel, shall be located and set by the owner's designated representative for construction in accordance with an approved embedment drawing. The variation in location of these items shall be limited to a magnitude that is consistent with the tolerances that are specified in Section 7.13 for the erection of the structural steel. 7.5.4. All work performed by the owner's designated representative for construction shall be completed so as not to delay or interfere with the work of the fabricator and the erector. The owner's designated representative for construction shall conduct a survey of the as—built locations of anchor rods, foundation bolts and other embedded items, and shall verify that all items covered in Section 7.5 meet the corresponding tolerances. When corrective action is necessary, the owner's designated representative for construction shall obtain the guidance and approval of the owner's designated representative for design. It is extremely important that anchor bolts be placed accurately in accordance with the Anchor Rod Setting Plan. All anchor rods should be held in place with a template or similar means, so that they will remain plumb and in correct location during placing of the concrete. A final check should be made after the completion of the concrete work and prior to the steel installation. This will allow any necessary corrections to be made before the costly installation labor and equipment arrives. STEEL LINE STEEL LINE TEMPLATE STAKE SHEETING NOTCH B E FORM BOARD D FORM TEMPLATE BOARD J ANCHOR RODS C A A ' C ---- PROJECTION OF ANCHOR RODS "D" B E f GIVEN ON ANCHOR ROD PLAN. �i r SHEETING NOTCH SHOWN BUT MAY NOT BE REQUIRED DIMENSIONS A, B, AND C AS GIVEN (SEE ANCHOR ROD PLAN) ON ANCHOR BOLT PLAN Bottom of Base Plate * ±1/2" t13mm) (t3mm) Base of Steel *Variation in Elevation to the Tops of Anchor Rods BASE PLATE AND ANCHOR ROD TOLERANCES FIELD TOLERANCES Specified Column Centerline HEIGHT Steel Line OF I 12' ±1 /8" 15' (t3mm) r f1/4" 20' I (f6mm) I ( I I I f1/8„ j ( j (13mm) I I TRANSIT t1 8" 1. To determine that the foundation is square, measure diagonal dimensions to be (t3mm sure they are of equal length. ANCHOR ROD SETTING TOLERANCES 2. To determine that the foundation is level, set up a transit or level and use a level rod to obtain the elevation at all columns. 3. Carefully check the location of all anchor rods against the Anchor Rod Setting Plan furnished by the Manufacturer. All dimensions must be identical to assure a proper start—up. AISC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS 7.5.1. Anchor rods, foundation bolts and other embedded items shall be set by the owner's designated representative for construction in accordance with embedment drawings that have been approved by the owner's designated representatives for design and construction. The variation in location of these items from the dimensions shown in the embedment drawings shall be as follows: (a) The variation in dimension between the centers of any two anchor rods within an anchor—rod group shall be equal to or less than 1/8 in. [3 mm]. (b) The variation in dimension between the centers of adjacent anchor—rod groups shall be equal to or less than 1/4 in. [6 mm]. (c) The variation in elevation of the tops of anchor rods shall be equal to or less than plus or minus 1/2 in. [13 mm]. (d) The accumulated variation in dimension between centers of the anchor—rod groups along the column line through multiple anchor—rod groups shall be equal to or less than 1/4 in. per 100 ft [2 mm per 10000 mm], but not to exceed a total of 1 in. [25 mm] (e) The variation in dimension from center of any anchor—rod group to the column line through that group shall be equal to or less than 1/4 in. [6 mm]. The tolerances that are specified in (b), (c) and (d) shall apply to offset dimensions shown in the structural design drawings, measured parallel and perpendicular to the nearest column line, for individual columns that are shown in the structural design drawings as offset from column lines. 7.5.2. Unless otherwise specified in the contract documents, anchor rods shall be set with their longitudinal axis perpendicular to the theoretical bearing surface. 7.5.3. Embedded items and connection materials that are part of the work of other trades, but that will receive structural steel, shall be located and set by the owner's designated representative for construction in accordance with an approved embedment drawing. The variation in location of these items shall be limited to a magnitude that is consistent with the tolerances that are specified in Section 7.13 for the erection of the structural steel. 7.5.4. All work performed by the owner's designated representative for construction shall be completed so as not to delay or interfere with the work of the fabricator and the erector. The owner's designated representative for construction shall conduct a survey of the as—built locations of anchor rods, foundation bolts and other embedded items, and shall verify that all items covered in Section 7.5 meet the corresponding tolerances. When corrective action is necessary, the owner's designated representative for construction shall obtain the guidance and approval of the owner's designated representative for design. It is extremely important that anchor bolts be placed accurately in accordance with the Anchor Rod Setting Plan. All anchor rods should be held in place with a template or similar means, so that they will remain plumb and in correct location during placing of the concrete. A final check should be made after the completion of the concrete work and prior to the steel installation. This will allow any necessary corrections to be made before the costly installation labor and equipment arrives. STEEL LINE STEEL LINE TEMPLATE STAKE SHEETING NOTCH B E FORM BOARD D FORM TEMPLATE BOARD J ANCHOR RODS C A A ' C ---- PROJECTION OF ANCHOR RODS "D" B E f GIVEN ON ANCHOR ROD PLAN. �i r SHEETING NOTCH SHOWN BUT MAY NOT BE REQUIRED DIMENSIONS A, B, AND C AS GIVEN (SEE ANCHOR ROD PLAN) ON ANCHOR BOLT PLAN Bottom of Base Plate * ±1/2" t13mm) (t3mm) Base of Steel *Variation in Elevation to the Tops of Anchor Rods BASE PLATE AND ANCHOR ROD TOLERANCES FIELD TOLERANCES COLUMN ALIGNMENT TOLERANCES Erection Guide R2 Oct 'V MEZZANINE BEAM HEIGHT TOLERANCE SIDEWALL 1 1 1 500 500 500 I I I I I J I J J _J 3 ¢ Ld Li I I I I I I 500 500 500 I 1 1 1 SIDEWALL PLAN VIEW ALIGNMENT TOLERANCE FOR MEMBERS WITH FIELD SPLICES 4" Aax Roof Pan ROOF CURBS (When not Supplied by Building Manufacturer) curb Bose Length Up 12" Min. Hill 6" Ain. Endlap zl OT Purlin Line Indicates Roof Panel Support location Indicates Curb Base Support location 3 o N a� o � U U U S Pane! Rib Profile Floating Panel Support a Fff D� a� o� U c Up Lift Plate Curb Base FD - (If Required) U = [V J Section : "A" (Insulation when specified) The curb details shown illustrate the building manufacturers recomended curb style and installation method. It is the erector / installer's responsibility to provide the proper curb style and install them in accordance with the procedures established by these details. Failure by the erector / installer to follow these recommendations may result in the curbs damaging the roof system or excluded from warranties. All roof curbs to be: 1. .080 Aluminum or 18go. Stainless (No Golvalume/No Galvanized) 2. Panel rib to rib installation (No flat skirt or lay—over Curbs) 3. Installed over low end / under high end application for water flow at panel splice 4. Up lift prevention for clip applied roof systems are required if: a. Wind load exceeds 110 mph or b. Curb base crosses a purlin 5. Supported on (4) four side by primary or secondary framing 6. Max Single Curb weight Recommend = 1500# SUGGESTED METHOD OF PURLIN ATTACH (FOR BLDG ACCESSORIES) PURLIN ANGLE (W/ 2 SELF -DRILLERS** HANGER ROD -- SUGGESTED METHODS ** (Not by Metal Bldg Manufacturer) An angle is self—tapped to the web of the purlin to catch hanger rod. This method does not preclude other forms of attachment to the purlin web. The total hanger load shall not exceed the design collateral load for the building. A sample calculation is shown below: 5' (purlin spacing) x 5' (hanger spacing) x 6 psf (collateral load) = 150 lbs. See cover sheet for design collateral load for this building. Note: If this building is designed for 0 psf collateral load, then adding any suspended system (ie. duct work, piping, lights, ceilings, etc.) will correspondingly reduce the design live load. DO NOT INSTALL HANGER ROD IN FLANGE OF PURLIN THE INCORRECT \WAYS ROD, ANGLE OR CHAIN DO NOT INSTALL PURLIN CLIPS OF ANY KIND ON FLANGE OF THE PURLIN AS SHOWN ROOF JACK INSTALLATION Install Pipe in center to allow base of rubber roof jack to lay flat on panel. Cannot encompass more than 75% of panel. Incorrect ❑ Do not use galvanized roof jacks, lead hats or other residential grade roof jacks. These H/500 HEIGHT (f) TOLERANCE 10' 1/4- /4"12' 12' 5/16" 15' 3/8" 20' 1/2- /2"25' 25' 5/8" 30' 3/4- 45' 1 1/16' 60' 1 7/16" COLUMN ALIGNMENT TOLERANCES Erection Guide R2 Oct 'V MEZZANINE BEAM HEIGHT TOLERANCE SIDEWALL 1 1 1 500 500 500 I I I I I J I J J _J 3 ¢ Ld Li I I I I I I 500 500 500 I 1 1 1 SIDEWALL PLAN VIEW ALIGNMENT TOLERANCE FOR MEMBERS WITH FIELD SPLICES 4" Aax Roof Pan ROOF CURBS (When not Supplied by Building Manufacturer) curb Bose Length Up 12" Min. Hill 6" Ain. Endlap zl OT Purlin Line Indicates Roof Panel Support location Indicates Curb Base Support location 3 o N a� o � U U U S Pane! Rib Profile Floating Panel Support a Fff D� a� o� U c Up Lift Plate Curb Base FD - (If Required) U = [V J Section : "A" (Insulation when specified) The curb details shown illustrate the building manufacturers recomended curb style and installation method. It is the erector / installer's responsibility to provide the proper curb style and install them in accordance with the procedures established by these details. Failure by the erector / installer to follow these recommendations may result in the curbs damaging the roof system or excluded from warranties. All roof curbs to be: 1. .080 Aluminum or 18go. Stainless (No Golvalume/No Galvanized) 2. Panel rib to rib installation (No flat skirt or lay—over Curbs) 3. Installed over low end / under high end application for water flow at panel splice 4. Up lift prevention for clip applied roof systems are required if: a. Wind load exceeds 110 mph or b. Curb base crosses a purlin 5. Supported on (4) four side by primary or secondary framing 6. Max Single Curb weight Recommend = 1500# SUGGESTED METHOD OF PURLIN ATTACH (FOR BLDG ACCESSORIES) PURLIN ANGLE (W/ 2 SELF -DRILLERS** HANGER ROD -- SUGGESTED METHODS ** (Not by Metal Bldg Manufacturer) An angle is self—tapped to the web of the purlin to catch hanger rod. This method does not preclude other forms of attachment to the purlin web. The total hanger load shall not exceed the design collateral load for the building. A sample calculation is shown below: 5' (purlin spacing) x 5' (hanger spacing) x 6 psf (collateral load) = 150 lbs. See cover sheet for design collateral load for this building. Note: If this building is designed for 0 psf collateral load, then adding any suspended system (ie. duct work, piping, lights, ceilings, etc.) will correspondingly reduce the design live load. DO NOT INSTALL HANGER ROD IN FLANGE OF PURLIN THE INCORRECT \WAYS ROD, ANGLE OR CHAIN DO NOT INSTALL PURLIN CLIPS OF ANY KIND ON FLANGE OF THE PURLIN AS SHOWN ROOF JACK INSTALLATION Install Pipe in center to allow base of rubber roof jack to lay flat on panel. Cannot encompass more than 75% of panel. Incorrect ❑ Do not use galvanized roof jacks, lead hats or other residential grade roof jacks. These roof jacks do not have 20—year service life and, in the case of lead hats, will cause galvanic corrosion of the roof panels. ❑ Use EPDM rubber roof jacks with an integral aluminum band bonded into the perimeter of the base. For high temperature applications (200-400 degrees Fahrenheit) use silicone rubber roof jacks. Retrofit rubber roof jacks are available for applications in which the top a of the pipe is inaccessible, eliminating the possibility of sliding the roof jack over the top of the pipe. o ❑ Do not use tube caulk/silicone to seal roof jack to the roof panels. Use only tape sealon as supplied by Metal Bldg Manufacturer. Fasten the roof jack to the roof panels with 1/4"-14 x 7/8" Lap Tek Stitch Screws at 1" on center around base of roof jack. o ❑ Roll down the top of the roof jack and apply tape sealant continuously around the o E exposed portion of the pipe. Roll the top of the roof jack back over the tape sealant. ZZ_ 0 o Apply the stainless steel clamp over top of roof jack and firmly tighten to form a secure N a ° compression seal. �.�" 2 o ° ❑ Do not install a pipe through the standing seam of the roof panel. Keep pipe penetration in center of panel to allow the base of the rubber roof jack to seal to the pan of the panel. 2 o J If a pipe must be installed through a panel seam, or if the pipe diameter is so large to � W N 0 W block the flow of water down the roof panel, you must install a "pipe curb" into the roofQ cc J Q J o 0 ` `` and then seal the pipe curb with rubber roof jack. For pipes in which top cannot be o � w Q accessed, a two—piece pipe curb is available.Z 0 z U ❑ In Northern climates, protect all pipe penetrations from moving ice or snow with a snow Y❑ "W o retention system immediately up slope from the pipe.Q� N U W 0 0 ROOF JACK INSTALLATION Com' (Not by Metal Bldg Manufacturer) o � CL � `` Panel profile varies N o`Z L"Z Roof Jack ** ` Roll Top Down Q)11 � � r) w ❑ ** Stainless Steel Clamp O V V z 0) w 1/4-14 x 7/8" Lap Tek U Q 0) g y V rz ¢= o Step 1 S.D. w/Washerat 1" O.C. Q L: oo U p Cn ° 0 ® Tri -Bead Tape Sealant o J z '3 HW504 U > to o c o` Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Apply Tri -Bead Tape Sealant Continuously Job Number: 14-8-71197-1 ** Stainless Steel Clamp around Pipe Sheet Number: R2 of 15 Roof Jack ** The engineer whose seal Step 2 1/4-14 x 7/8" Lap Tek appears hereon is an employee /Washer at 1" O.C. for the manufacturer for the materials described herein. Said seal or certification is limited ® ®® Tri -Bead Tape Sealant to the products designed and HW504 manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. ** Stainless Steel Clc Step 3 Tri -Bead Tape HW504 -Bead Tape Sealant '504 Jack ** I x 7/8" Lap Tek /Washer at 1" O.C. OTE: Roll roof jack up ver Tri -Bead Tape Sealant and secure the clamp. DRCE3A ENCE3A PRE -ERECTION NOTES: The following notes, procedures and suggested recommendations are important parts of the pre -erection process. 1.) Prior to the time the erection crew arrives, a responsible person should check the job site for foundation readiness, square, and accuracy and Anchor Rod size and location. The drawing shown below indicates a method which may be used to check the foundation and bolts for square. 94' _S BE Measure along adjacent sides of foundation using a pair of dimensions shown. If the diagonal distance between these points is as noted, the corner is square. Diagonal measurements between opposite Anchor Rods will indicate if these bolts are set square. 2.) When unloading the building, carefully check off each item from the packing list. Bundles and boxes will have a list attached indicating the contents. 3.) Unload and layout the building columns on the foundation. 4.) Unload the rafters onto the foundation so that they can be erected from whichever end of the building you wish to start. Your crane will move from one end of the building to the other while standing columns and hanging rafters 5.) Layout the girts and purlins on dunnage or wood blocking around the foundation as near as possible to where they will be installed. 6.) Unload and place trim crates out of the way, since these will be the last required. 7.) Unload and place panels and insulation out of the way. NOTE: In extremely cold conditions, the vinyl facing on insulation will become brittle, requiring very careful handling. 8.) Avoid lifting panel stacks with cables, chains or other devices which could damage the panel. Upon unloading, and every morning thereafter, inspect he panel bundles for moisture between the panels. This is especially important with golvalume or galvanized panels. The panel finish must be protected at all times before and during erection to preserve the appearance and function of the panels. 9.) All hardware boxes should be protected from theft and moisture, especially items such as tube caulking and locksets. Store mastic away from heat. LAYOUT OF BUILDING COMPONENT 00 O CLIPS L BOTS & ® �O SCREWS RAMP O 2 �o 1. Girts, Eove Struts and Purlins 2. End Frames and Endpost 3. Main Frames 4. Clips, Bolts, Screws, ETC. 5. Endwall Girts 1.) Layout primary and secondary framing around the slab as shown. 2.) Place components and crates on the slab or on wood blocking to prevent contact with the ground. 3.) Block one end of components higher than other end to allow drainage of rain water. 4.) Leave one end of the building open for erection equipment access. 5.) Construct temporary ramp of timbers from grade to slab to prevent damage to concrete edge from equipment traffic. 6.) Install clips and flange braces onto columns and rafters before these members are in the air. Clip and flange brace locations are shown on erection drawings. GENERAL ERECTION NOTES 1.) All clips, flange braces, bolts, bracing systems, ETC. must be installed as shown on erection drawings. 2.) It is extremely important, especially during construction, that panels at the eaves, rakes and ridges be kept secure. 3.) Column bases must not be lag screwed or "RED HEADED" to concrete unless specified on erection drawings for the building. 4.) Tighten column wind brace rods/cables (exterior and interior) before tightening roof rods/cables. Roof rods/cables are tightened from eave to peak. 5.) High strength bolts (A325) must be used where specified. TEMPORARY CONSTRUCTION BRACING 1.) It is the responsibility of the erector to maintain stability of the structure during all stages of erection, particularly when left overnight. 2.) Temporary supports, such as temporary guys, braces or other elements shall be the total and complete responsibility of the erector. The temporary supports required shall be determined and furnished by the erector. 3.) Temporary construction supports shall be provided wherever necessary to accommodate all construction loads to which the structure may be subjected, left in place as long as may be required for safety. PANEL CAUTIONS AND NOTES To minimize potential of corrosive action at the bottom edge of wall panels, the contractor must assure that the following procedures are followed: 1.) The concrete foundation should be cured for a minimum of seven (7) days before wall panels are installed. (un -cured concrete is highly alkaline and metal panels can undergo varying degrees of corrosive attack when in direct contact with the concrete.) After the first week of the curing cycle, the reaction between metallic coatings on steel and the concrete is essentially halted. CLEAN DIRT FROM LWALL+10AN'L AROUND PANEL BASE PANEL NOTCH (SHOWN) OR�UNDATION BASE TRIM 4" < v SLOPE FINISH GRADE AWAY-,,,,, IN. FROM BUILDING _ 2.) Top of finish grade at building to be a minimum of four (4) inches below bottom of panel. 3.) Finish grade is to slope away from building to ensure proper drainage. 4.) Upon completion of finish grading, all dirt is to be cleaned from around base of wall panel where it may have collected in panel notch or on base trim. FASTENER INSTALLATION Correct fastener installation is one of the most critical steps when installing roof/wall panels. Drive the fastener in until it is tight and the washer is firmly seated. Do not overdrive fasteners. A slight extrusion of neoprene around the washer is a good visual tightness check. Always use the proper tool to install fasteners. A fastener driver (screw gun) with a RPM of 1700-2000 should be used for self -drilling screws. A 500-600 RPM fastener driver should be used for self -tapping screws. Discard worn sockets, these can cause the fastener to wobble during installation. CORRECT DEGREE OF TOO TIGHT SEALANT SQUEEZED TOO LOOSE SEALANT IS TIGHTNESS NOTE SLIGHT Too THIN EXTRUDES FAR BEYOND NOT COMPRESSED TO CIRCLE OF SEALANT FASTENER HEAD FORM SEAL NOTE: Always remove metal filings from surface of panels at the end of each work period. Rusting filings can destroy the paint finish and void any warranty. MASTIC SEALANT Proper mastic application is critical to the weather tightness of a building. Mastic should not be stretched when installed. Apply only to clean, dry surfaces. Keep only enough mastic on the roof that can be installed in a day. During warm weather, store mastic in a cool dry place. During cold weather (below 60°) mastic must be kept warm (60°-90°) until application. After mastic has been applied, keep protective paper in place until panel is ready to be installed. IMPORTANT NOTE: All details, recommendations and suggestions contained in the ERECTION GUIDE portion of this drawings set are for general guidelines only, and not meant to be all-inclusive. Industry accepted installation practices with regard to all areas not specifically discussed in this section should be followed. Only experienced, knowledgeable installers familiar with accepted practices should be used to assure a quality project. It is emphasized that the Manufacturer is only a manufacturer of metal building components and is not engaged in the installation of its products. Opinions expressed by the Manufacturer about installation practices noted in the ERECTION GUIDE are intended to represent only a guide as to the sequencing and how the components could be assembled to create a building. Both the quality and safety of installation and the ultimate customer satisfaction with the completed building are determined by the experience, expertise, and skills of the installation crews, as well as the equipment available for handling the materials. Actual installation operations, techniques and site conditions are beyond the Manufacturers control. STEP 1: ERECT FIRST BAY WALL FRAMING NOTE It is the responsibility of the ,,-PRIMARY FRAME erector to provide temporary BRACING /� erection bracing until the iX%711 structure is completed. VE STRUT END FRAME RAFTER END POST CORNER COLUMN 1A: Determine from erection drawings furnished with the building the location of the first braced bay. Framing for this bay will be erected first. 1B: Stand adjacent primary frame column and corner column over the anchor rods. Shim or chip out under the base plate if required to ensure that the base is level, at the correct elevation, and is in full contact with the foundation. Plumb and align the columns and install washers and nuts onto the Anchor Rods. NOTE: The end frame may be a bearing frame with the rafter supported by end posts, or a rigid frame with the rafter self-supporting, and not attached to the end posts. The procedure shown is for a bearing frame. If the building has a rigid end frame, it is erected the same as interior frames as described in steps 1 and 2. 1C: Attach wall girts to the primary frame column and corner column. Bolt girts to the corner column with two bolts. Bolt girt to primary frame column with one bolt through the column flange and secure bolt with sub -nut (see detail on erection drawings). 1D: Install the eave strut by bolting to the top of the columns. Refer to the erection drawings and attach column flange brace where shown. Flange braces may be required on one or both sides of the columns. If a flange brace connects to a girt in the adjacent bay, that brace will be bolted to the girt after the adjacent bay girts are installed. NOTE: As wall girts are installed around the building, framing for factory located framed openings and accessory framing to which the girts attach should be installed. Field located accessory framing may be installed at the some time as girts or at a later time. 1E: Install wall bracing systems (rods, cables, knee bracing, portal bracing) at this time but do not tighten completely until the bay is plumbed. 1F: Repeat steps 1B thru 1E for wall framing on the opposite side of the CAUTION Until rafters are bolted in place with purlins and flange braces installed, they are easily damaged by incorrect or careless handling procedures. Use extreme caution when lifting rafters. Two booms should be used to lift any pinched rafter section 80 feet or more in length. 2A: Bolt primary frame rafter together at peak connection (unless rafter length requires lifting in sections). Attach the required clips and flange braces to the rafter before lifting since these items are more easily installed on the ground. Lift rafter into place between sidewall columns and install bolts in rafter to column knee connections. 2B: Install end bay purlins from end frame rafter to the first interior frame rafter. The end bay purlins will overlap the interior bay purlins at the frame as described in step 1C. Complete flange brace connection to purlins. 2C: Install roof bracing systems but do not tighten completely until the bay is plumbed. 2D: Plumb and square the first bay. After alignment, tighten wall bracing first and the roof bracing working from eave to peak. Tighten any remaining bolts. Plumbing and aligning a total structural system begins with the first braced bay and continues through completion. Accurate alignment of the first bay is essential for correct alignment of succeeding bays. The installer is responsible for choosing the best method suited for plumbing and aligning the structural system. STEP 3: ERECT ENDWALL GIRTS AND FIRST INTERIOR BAY ;. Ste.NOTE - It is the responsibility of the 1 BAY erector . provide temporary 11URLIN erection bracing until the structure is completed. L-TEMPORARY ERECTION BRACING END FRAME RAFTER END BAY GIRT END POST ENDWALL CORNER GIRT COLUMN 3A: After end frame is plumb and square, install endwall girts and flange braces for end post if required. 3B: Attach wall girts to the primary frame columns (see step 1C). 3C: Install eave struts (see step 1D). 3D: Attach roof purlins for this bay to the two rafters. Purlins will bolt to the rafter flange in the same manner as girts to column flanges (see step 1C). Connect flange braces to purlins. 3E: Check alignment, plumb and square the two bays just erected. Tighten all bolts and bracing. building. STEP 4: ERECT REMAINING STRUCTURAL FRAMING 1G: Attach clips to the end posts and stand these posts over the Anchor NOTE Rods. Follow the procedure as described for corner columns in step 1B. It is the responsibility of the erector to provide temporary 1H: Bolt required clips and flange braces to the end frame rafter sections and PURLINS erection bracing until the lift into place atop the end posts. Bolt rafter sections to corner column and structure is completed. end post cap plates. Bolt rafter sections together at peak. EAVE STRUT STEP 2: ERECT FIRST BAY ROOF FRAMING NOTE GIRTS PURLINS It is the responsibility of the \` erector to provide temporary erection bracing until the i RIMARY FRAME _ structure is completed. i i RIMARY FRAME TEMPORARY ERECTION BRACING RAFTER END i � FRAME END BRACING POST �i TEMPORARY ERECTION BRACING END Starting at the opposite end of the first bay erected, install the FRAME END remaining interior frames, girts, purlins, eave struts, bracing, end POST RACING frames and end posts using the procedures described in the preceding steps. Be sure all wall girts, roof purlins and flange braces as shown on the erection drawings are installed. Constant checks should be made to ensure the building is square, plumb and aligned. All X -Bracing should be checked that it is installed to a taut condition with all slack removed. Do not tighten beyond this state. DRCE3A ENCE3A STEP 5: INSTALL SIDEWALL PANELS NOTE It is the responsibility of the erector to provide temporary erection bracing until the structure is completed. This bracing is to remain in place until all roof and wall panels are installed. LOCKING FOR GIRT ALIGNMENT PANELS 5A: Before installing wall panels, the girts must be aligned to a level position so that there is no visible sag. This should be done directly ahead of panel installation. Girt leveling may be accomplished by standing a section of gable angle vertically against the outside girt flanges at approximate mid—bay location. When girts are level, attach the girt flanges to the angle with vise grip pliers or temporary screws. Wood blocking cut to fit the spaces may also be used for alignment. NOTE: Temporary girt blocking is not recommended on concealed fastener panels. The removal of the blocks after panel installation can cause oil canning. EAVE STRUT WOOD BLOCKING NOTE: Wall panel type and installation details will vary. Refer to the erection drawings and details for the specific panel used for your building. `CONTACT TAPE SIDEWALL INSULATION INSULATION MUST MEET ENDWALL BASE ANGLE/TRIM INSULATION TO SEAL THE CORNER CONTACT TAPE 5B: If walls are to be insulated, place a continuous run of contact tape along the eave strut and base member. NOTE: At the base, cut off the insulation a minimum of 1/2" above the bottom of the wall panel. This will prevent the insulation from hanging below the wall panel and wicking moisture. Roof Panel Double Faced Tape (Not by manufacturer) to be used to secure insulation. Wall Panel Fiberglass Insulation to OUTSIDE of Building Wall Panel Insulation (Not by manufacturer) Note: Trim insulation and turn vinyl back Insulation must not be exposed to weather. Insulation (Not by manufacturer) Vapor Barrier to INSIDE of Building Eove Detail (See Erection Drawings) Insulation (Not by manufacturer) Finished a .Floor j Note: Trim insulation and turn vinyl back Insulation must not be exposed to weather. �--� Base Detail (See Erection Drawings) Starting at a building corner, attach the first piece of blanket insulation to the contact tape on the eave strut. Pull tight and adhere to tape at the base. It is recommended that insulation not be installed more than 6 feet ahead of panels. 5C: Sidewall panels should be installed so that the panel sidelap is in a direction away from the prevailing wind. (refer to appropriate lap detail included with erection drawings.) 5D: Install remaining sidewall insulation and panels, being careful to maintain correct panel coverage. It is suggested that the foundation be marked in increments of panel width to allow visual checking of panel coverage as installation progresses. NOTE: Check periodically to ensure that all panels are aligned and plumb. 5E: At the finishing corner of a sidewall, the last panel may required additional lap or trimming for installation of corner trim refer to the details in the erection drawings. Screw Alignment Panel (Through Fastened Panel Only) TO BE DRILLED (KEEP END OF PANELS NOTE: ALIGNED After drilling panels, it is important to clean metal filings off all panel surfaces, including between panels that are not installed that day, to avoid rust stains. STEP 6: INSTALL ENDWALL PANELS ENDWALL PANELS TRIM 6A: Install gable angles/supports onto the ends of purlins and eave struts. This angle is to butt—up to each other or is spliced as required except at expansion joints where a one inch gap is maintained between ends of adjacent sections to allow for expansion. Gable angle splices may occur on or between purlins and the angle must be attached to each purlin and the eave strut. NOTE: Wall panel type and installation details will vary. Refer to the erection drawings and details for the specific panel used for your building. END FRAME RAFTER 7" F AT ~ EXPANSION JOINT TYPICAL III BUTT LAP CONDITION NOTE Detail shown for ribbed roof panel only. For standing seam rake and gable angle installation, see erection details. VE STRUT 613: See erection drawings sheeting layouts for panel starting dimensions, panel trim locations, and lap locations. TRIM DIMENSION IS MEASURED FROM TRIM CENTER OF FIRST MAJOR RIB. GABLE ANGLE CONTACT TAPE ENDWALL GIRT WOOD BLOCKING BASE ANGLE/TRIM CONTACT TAPE INS'—. - 6C: Align and level girts on endwall JRLIN EAVE STRUT 6D: If the walls are to be insulated, place a continuous run of contact tape along the gable angle and base member. Starting at the corner of the endwall, attach the first piece of insulation to the contact tape on the gable angle, pull tight and adhere to tape at the base. Cut off excess insulation. It is recommended that insulation not be installed more than 6 feet ahead of panels. NOTE: At the base cut off the insulation a minimum of 1/2 inch above the bottom of the wall panel. This will prevent the insulation from hanging below the wall panel and wicking moisture. 6E: Start at the corner, trim panel (if required) and set in place. Refer to corner details in the erection drawings for the panel starting distance from the corner, When the panel is located and plumb, install fasteners. 6F: Install remaining endwall insulation and panels, being careful to maintain the correct panel coverage as suggested in step 5D. 6G: Install corner trim. STEP 7: INSTALL ROOF PANELS NOTE It is the responsibility of the erector to provide temporary erection bracing until the tructure is completed. LIV V YYMLL F'ANLLS PANELS is bracing is to remain n place until all roof and wall panels are installed. LOCKING FOR IGNMENT 7A: Install eave trim over top of sidewall panels and eave struts with fasteners per erection drawings eave detail. 713: If the roof is insulated, place a continuous run of contact tape along top of eave struts at both sidewalls. Lay a starter roll of blanket insulation from eave to eave across roof and secure to contact tape. (refer to packing list for width of insulation starter roll). It is recommended that insulation be installed no more than 6 feet ahead of panels. STEP 7: INSTALL ROOF PANELS (Con 7C: Install the first run of roof panels across the building from eave to eave, or eave to ridge. To allow proper installation of rake trim, the starting location for the first panel must be as shown in rake details included with the erection drawings. When the first run is properly located and aligned with the correct endlops and eave overhang, fasten to purlins. Roof panels should be installed so that the sidelap is in a direction away from the prevailing wind. Refer to appropriate lap detail. 7D: Install remaining roof insulation and panels. To avoid accumulative error due to panel coverage gain or loss, properly align each panel before it is fastened. Occasional checks should be made to ensure that correct panel coverage is maintained. Special attention should be given to fastener, mastic and closure requirements. Refer to details with erection drawings. 7E: At finishing end of roof, the last panels may require field modification for installation of rake trim. Refer to rake details. DO NOT BACK LAP THROUGH FASTENED ROOF SHEETS. NOTE: Roof panel types and installation requirements will vary. Refer to the appropriate details for the specific panel used. IMPORTANT: Loose fasteners, blind rivets, drill shaving, ETC. must be removed from roof to guard against corrosion. NEVER STEP ON LIGHT TRANSMITTING PANELS, TRANSLUCENT PANELS, OR UNATTENDED ROOF PANELS. Panels May Collapse If Not Properly Secured! Roof panels must be completely attached to the purlins and to panels on either side before they can be a safe walking surface. Light transmitting panels or translucent panels can never be considered as a walking surface. Partially attached or unattached panels should never be walked on! Do Not: 1. Step on rib at edge of panel. 2. Step near crease in rib at edge of panel. 3. Step within 5 feet of edge on unsecured panel. A single roof panel must never be used as a work platform. An OSHA approved runway should be used for work platforms! (Consult OSHA Safety and Health Regulations for the Construction Industry). Safety First! NOTE: For PBR roofs with a ridge panel, it is recommended that both sides of the ridge of a building be sheeted simultaneously. This will keep the insulation RAKE covered for the maximum amount of time and the panel ribs can be kept in TRIM proper alignment for the ridge panel. This is critical on the "PBR panels so that the ridge caps can be properly installed. Check for proper coverage as the sheeting progresses. Note panel—sheeting sequence below! STEP 8: INSTALL TRIM AND ACCESSORIES vruvnv� LMVL GUTTER 8A: Install rake trim and gable closure. 8B: If included with the building, install the eave gutter, corner closures and downspouts. NOTE: Remove all loose fasteners, blind rivets, drill shavings, etc... from gutter to guard against corrosion. 8C: Install accessories (doors, windows, louvers, etc...) not previously installed. Refer to the appropriate details for installation instructions. SULATION IMPORTANT: Remove debris from roof and wall surfaces during installation and after. JELS Clean surface of sheeting as required to remove smudges and touch—up any minor/mild scratches with color match touch—up paint. DRCE3A ENCE3A Rod Brace P°9e PF04101 Portal Frame to Floor o h N Pe9e PF04013 Corner Column - ByPass Column R°�CEFU3042 Welded Clip End Frame Detail R°XEF08101 Attachment at Web °°`° Jan 14 02 with Clip Inside of Girt Line p " °°,e , A 11 Rev 01 Endwall Girt Attaches to Inner Flange with Bolted Clip Date Rer. Rigid End Frame - End Post Not At Peak Date Rev. U> ww N U W r w 2 0) 0 Q 0 caw¢= 2 April 1 00 oFw-U; Oct'1141 03 v OZY O U 2 w N co U of 0 0 U U h r7 `U oU NOTES: Rod Brace . Cq Q < � � w ❑ ❑ OU - Use 1/2"0 A325 bolts � (See Erection Drawings for Part c U 0 0U Cn 0 l 0 U 0O unless noted otherwise. III Mark and required location) h (nOJ? -rMOfl-L - Frame shapes may vary. U >(oo¢ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14-8-71197-1 - See erection drawing for o��e< elevations and marks. Burr threads after �e final tightening F<o Ga�J� Heavy Clip (Shown) Sidewall Girt CL12 or PC12 tome F PC28_ I BOLTS AND NUTS Slope Washer w/ (8) J"m A325 Bolts XC1Z W/ (NO WASHERS) C or }" m Bolts Note; These items shipped loose. � Standard Clip CL111 or PC20- Flat Washer See table below for Part Marks. w/ (6)"m A325 Bolts O }"m Bolts ee "Cr Soss Section" ¢ � RAFTER Hex Nut for applicable Clip _o O O O BOLTS AND NUTS Bypass PC29_ Field O O I (NO WASHERS) mil shown, siar Portal Frame Cut Top and O for Flush and Inset Rafter Bottom Flange — — — — ® ® and Bend II ERECTION NOTE: DETAIL SHOWN AT COLUMN SIMILAR AT RAFTER. (1) Fastener Min. #12A u Endwall Girt 12-14 x 1" P.H. CL292 Sheeting Clip DP3 PC22_ Sheeting Clip (1) Fastener #12A See "Crass Section" at each end Fastener #55 12-14 x 1" P.H. DP3 For Rod Bracing that falls within for Bolt requirements ENDWALL 12-24 x 1}" DP5 at each end the Girt Web, the Erector is to 6" O.C. (2 minimum) Align slot with add a minimum size slot for Rod Bracing the passage of the Rod. Portal Frame Column END POST ANCHOR RODS WITH NUTS AND WASHERS--\ PART MARKS FOR ROD BRACE ROD ROD SLOPE FLAT HEX \ ID0 7>kv / DIAMETER BRACE WASHER WASHER NUT / STEEL LINE }"m WR08__- WS110 WFH500 HSN500 NOTE: FRAME SHAPES MAY VARY. SEE FRAMING PLAN FOR PORTAL FRAME LOCATIONS / J"m WR10__ WS110 WFH625 HSN625 J"m WR12___ WS120 WFH750 HSN750 6"0 WR14_ WS120 WFH875 HSN875 I'm WR16_ WS130 WFH1000 HSN1000 Welded Clip End Bay CF01111 with Nested Zee Girt Sep'13R 01 GIRT LAPS PAST C.L. COLUMN: 0'-5 3/4" rL Column V-5 3/4" rL Column 1 3/4" 1 3/4" 2'-5 3/4" 3'-1 3/4" MAIN GIRT MAIN GIRT+ +I+ kI F NESTED GIRT + + 3 1/2" LAP SEE ERECTION DRAWINGS FOR GIRT ELEVATIONS WELDED CLIP PRIMARY FRAME DETAIL CF01120 GIRT ATTACHMENT DETAIL TO GIRT CLIP Feb 11 01 ALL BOLTS ARE A325 WITHOUT WASHERS AY By -Pass Zee Installation 1� I -Triangle Punch Points In Direction Of Large Flange Zee Lap I Large (Typical) Flange A I CF01121 Rev. c'10 00 1/4"± 1 Section A I_ Large Flange GL -Frame Z-gFrame The large leg of the Zee must be alternated from top to bottom in order to nest the member correctly. A triangle has been added to the end of the Zee near the connection holes, that will point to the large leg of the member. By -Pass Purlin and Girt Connections Lap Symbol -i B All bolts are 1/2" m A325 bolts O 1 o 0 0 31 � I Lap Symbol Os Lop Symbol B \\-(2) Bolts unless �A� noted on erection 1'-5J" drawings OT 2'-51" See Erection Drawings for Lap Sizes & Locations Lap Detail By -Pass Purlin / Girt Lap Details CF01122 Oct'14 R 01 Q) 0 O c 0 0 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A o h N ta �QU ta' o U vi c�a o a �i C j O W w O U> ww N U W U cC- w 2 0) 0 Q 0 caw¢= 2 Ll(� oFw-U; v OZY O U 2 w N co U of 0 0 U U h r7 `U oU � ' . Cq Q < � � w ❑ ❑ OU � z�tm�nw Q] c U 0 0U Cn 0 l 0 U 0O III O Z h (nOJ? -rMOfl-L U U >(oo¢ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14-8-71197-1 Sheet Number: R5 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Girts at Column Flush Sidewall or Endwall Girts CL292 or PC30_ J Sheeting Clip (1) Fastener #12A 12-14 x 1" P.H. DP3 at each end Eave Strut Stiffener Plate - 4 Bolt Connection Low Eave Interior Bay - Slope Thru 42:12 CF01123 By -Pass Girt to Column CF01127 R" Standard Connection - Flange Brace FB6_ or FB7_ °Jan'14 R 01 eb 11 01 Erection Note Lap and attachment of Girt \ varies refer to "Elevation Plan" T and Lap Detail for requirements. II CF02031 late Rev Oct'14 1 01 Eave Strut Stiffener )jl Eave Strut Clip or Plate SC -1B II frame Rafter or Column pl O O 1 111 70-- 0 O O111O O I " A" Bay a Bay Bay Frame Eave Strut Bottom Flange Eave Strut Eave Strut Stiffener fPlate SC -1B f— (8) FO A325 Bolt W/Nut N v— Eave Strut Clip or J Frame Rafter or Column in Section "A" (Low Eave) t C1 Q) 2 O w Eave Strut Connection at End Bay ByPass And Flush Girts Roof Line CD � Q " 2 + = _ O "0 A325 Balt each end. Flange Brace F136_ or FB7— (when specified) y 1 (2) }"O Bolts _FDJ each end of Girt lap in I Girt Depth + 1/4" r / By -Pass Gilts 9 I9 1 01 ° 4 9 Le ^I ° 0 1/4" R I 0 - 1 (2) }"o Bolts 2'-4" or 5'-0" unless noted on erection drawings Girt Lap Symbol denoted on Wall Framing Elevation Erection Note Flange Braces may be required one or both sides of Column. For requirements, and locations at Main Frame and Rigid Frame in Endwall refer to "Cross Section". For requirements, and locations at Bearing Frame Endwall refer to "Elevation Plan". Roof Line I Eave Strut a� J �I ----------- CF02033 Feb'12 03 /-Roof Line Flush Gilts 1 \-(4) ;"0 A325 Bolts Varies Column or Rrafter End Bay y Eave Strut Connection at Main Frame Interior Bay —� Roof Line ,>I C CD _ 2„ r♦- N + > � W C J I L7 I Girt Depth + 1/4" cV N By—Pass Rafter CF02030 Feb'11 01 /-Roof Line Bay Bay Flush 4) 1/2" X 1 1/4" A325 colts without Washers Strut om Flange Steel Line Knock -In Bridging Roof Layout ._ KB01006 Purlin to Rafter CF02036 Knock -In Bridging Installation KB01001 ge 9 Y °°t° °° Less Than 3:12 Single Row M R° Single Row °°Mar'11R°01 Standard Connection -Flange Brace F64_ Dec'10 00 g Ma 12 02 Bolted Anchorage Clip or Factory Welded Anti—Roll Clip always Strut Spacer Ridge Tie o required at first continuous (extending E/W to E/W) Eave Purlin. p Strut Purlin g Bldg. Ridge 1 Pe k PC43_ PC80_ (Sym) - - rL ram Erection Note Lap and attachment of Purlin �I O varies refer to Roof Plan and 1 `— W I Lap Detail for requirements. + W a Age Tie Knock -In I r "o o (Pcaa_) Purlin Lap Symbol denoted Peak Purlin a v W N N Eave Strut Bridging KBA1_ s on Roof FramingPlan # (2) 4"0 Bolts each (Beyond) KBA1_ Fastener o end of Purlin lap 12-24 x 1}" DP5 0' a w Knock—ln Bridging w Strut Purlin At Eave At Ridge 3 Each end of PC80_ Typical (2) }"0 Bolts R _ unless noted on All fasteners shown are #1B u' erection drawings Z }"-14 x 1j" DP3 unless noted Note: The Bridging Angle will o be installed from the top � O slot of the high side purlin p ram i a ® to the bottom slot of the Eave Strut typical at each frame line. T1E ANGLES (CL472_) typ' Strut Purlin Use Strut a Purlin adjacent low side urlin. Note: not required when flush Canopy is located Eave 7 p q Py Spacer (PC43_) at each i ® Strut at eave. (refer to Dwg KB01013) KBA1_ location. I \,op Gable Building Bolted Anchorage Clip or Factory Welded Anti—Roll Clip always ° required at first continuous (extending E/W to E/W) Eave Purlin. Eave Strut Tie Knock -In Knock -In Bridging Knock -In Eave Strut Tie I KBA1_ Bridging KBAI- Bridging KBA1_ M L[I I dFra e KBA1_ KBA1_ 1"(6 A395 Rolt Low Side Eave Strut Purlin to Purlin High Side Eave Strut T 5 1 Attach w/Fastener #1B dot J"-14 x 1j" DP3 In Bridging In Bridging / Kk- Knock- nocKBA1 _ KBAI _ V Eave Strut Tie Eave Strut 90 D Step 1 St_ KBA1_ Insert Tab Into Slot Bend Tab egrees Continuous Roof Low Side Shown, High Side Similar Note: The bridging must be inserted into the pre -punched slot in the Purlin as shown in Step 1 and the tab bent side ways for proper installation Step 2. The process must be complete for the bridging to function as designed. ma d a W y �� v in 0 2 in Ln a or v)444� ° a o 0o Knock—In Bridging = w 0.0 W Typical E O Strut Purlin Use Strut Spacer (PC43_) h C j O W at each KBA1_ location. ¢Ui J W Frame I > N Tie Angles (CL472—) typical at each frame line. , O _J 0) rn= Note: not required when flush Canopy of o 0 wLLJ Q is located at eave. (refer to Dwg KB01013) r^ Z D I� — Single Slope Building 03 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. aRCE3A ENCE3A E o a -o h C j O W ¢Ui J W O I j j > N U14iU , O _J 0) rn= til ti of o 0 wLLJ Q ❑ r^ Z D I� — C9 W Y ) O U N S W CL tY a7 U a_ c c 0 0 U U in U� in 2:L2N ]Lz c. L2Z 0 11) - ❑ ❑ o 0 > U on Qvi < 0) V c Q >Za= ` UUV) o O O O a u(3 O w (0 z 3 y O J F ro U > co O Q C)— Scale: NOT TO SCALE Scale: Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14-B-71197-1 Sheet Number: R6 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. aRCE3A ENCE3A Knock -In Bridging Tie Angle Tie Angle CL472_ (Note; Not required when Flush Canopy is located at Eave.) (2) FASTENER #18 }"X 14 X 1j" DP3 (2) FASTENER #18 }"X 14X1}"DP3 4 _ I► t4 KBO1013 i7l201 Bolted Anchorage Clip (Shown) or Factory Welded Anti -Roll Clip at for side. Always required at first continuous Eave Purlin. (Shape and Connections will vary refer to Frame Cross Section) Open Cee - Framed Opening Connections C01120 Q`01 Open Cee - Framed Opening Connections P°9°AC01123 Cold Form Open Cee - Three and Four Sided Openings Cold Form Open Cee -Base, Girt, Header, and Sill to Jamb M � May 14 R 01 �Nov'11 " °°`° Jul'11 v'11 Cold Form and Hot Rolled Cee - Three and Four Sided Openings Cold Form and Hot Rolled - Base Girt Header, and Sill to Jamb Cold Form and Hot Rolled -Jamb/Sub Jamb to Zee Girt 01 Note; 1.) Header, Sill, and Jamb nominal depth matches nominal girt depth. (2) }"0 Bolts Clip CL150 2.) All Horizontal Members within Opening are Clipped and attached clear Opening are Clipped and attached to Jambs with 4"0 Fin Head Bolts. SC425 Clip to Jambs with 4"0 Fin Head Bolts with outer Members Field attached See AC00915 thru ACCO923 _ Header DH_ ** Girt within opening is to Jamb flanges with (2) Fastener #113 and AC01124 thru AC01130 provided when Framed Opening and AC01324 thru AC01332 F Jamb DJ_ is to be paneled over. o cawQ= L— Header DH_ i i U (� W Y O (2) }"0 Fin Jamb/Sub Jamb Head Bolts ** Girt within opening is provided when Framed Opening 'I`1}" * Hole Location from face of Cee Cold Form DJ_ use 11" See AC01123 N Cl- KtoL) ** Girt Zee/Cee Girt ** Zee/Cee Girt Zee Cee Girt (2) J" 0 x 1" Fin (2) 4"0 Bolts 1i Jamb/Sub Jamb Head Bolts Clip CL150 See AC01123 o (Cold Form Shown, Jamb DJ_ Zee/Cee Girt r Typ. at Girt = Clip Header to Jamb z and Header or ami V c v o CL751 Clip CO1)Uo See AC01323 = E O o Eli 9 Clip CL150%or ' Typ. at Girt O l (2) 4"0 Bolts (S.:. B' Drawn by DCJ 3/17/15 ** Girt within opening See AC01123 :V when Girt is aboGirt r o+ below clear Opening. Finish Floor (2) }"0 Bolts (2) 4"0 x 1" Fin Head CL152 at 8}" Jamb Jamb JL_ (Hot Rolled) Bolts when Girt is within Opening Width CL153 at 101" Jamb 0 enin P 9 (2) Fastener #18 Header to Jamb Three Sided Framed Op nina CL154 at 121" Jamb Girt to Jamb J"-14 x 1}" ** Girt within opening is tj (2) }"0 x 1" Fin provided when Framed Opening is to be paneled over. See AC00915 thru AC00923 Head Bolts Jamb DJ_ and AC01124 thru AC01130 Sill DH_ Girt L_ Header DH_ See AC01123 z - Zee/Cee Girt ** Zee/Cee Girt Zee/Cee Girt rn (2) }" 0 Bolts r— c See AC01123 a"0 Clip CL150 Base Clip Anchor Rods See AC01323 CL152 at 8}" Jamb (Shown) Sill to Jamb Jamb DJ_ Sill DH_ CL153 at 10}" Jamb 'o Clip CL150 0 CL154 at 121" Jamb 0 Typ. at Girt, Sill, ° (2) Fastener #1B E and Header E _ }"-14 x 1}" 0 o See AC01123 = _JI r Finish Floor ' thru AC01130 L or Framing Member CL152 at 8}" Jamb (2) }"0 Bolts Opening Width CL153 at 104" Jamb SC425 Clip Head Bolts CL154 at 12}" Jamb Field Located Framed Openings Four Sided Framed Opening P a Jamb to Finish Floor Bolted Clips - Framed Opening Connections Paq° AC01320 Bolted Clips - Framed Opening Connections AC01323 Bolted Clips - Framed Opening Connections P.9. AC01324 M � May 14 02 °°`° � Ma 14 R°" 02 °°`° Jul'11 "6 00 Cold Form and Hot Rolled Cee - Three and Four Sided Openings Cold Form and Hot Rolled - Base Girt Header, and Sill to Jamb Cold Form and Hot Rolled -Jamb/Sub Jamb to Zee Girt Note; All Horizontal Members within N O O O CI U clear Opening are Clipped and attached to Jambs with 4"0 Fin Head Bolts. SC425 Clip See AC00915 thru AC00923 SC425 Clip (2) }"0 Bolts O Typ. at Header and AC01324 thru AC01332 F o cawQ= ❑ Header H_ (Hot Rolled) U (� W Y O (2) }"0 Fin Jamb/Sub Jamb Head Bolts ** Girt within opening is provided when Framed Opening 'I`1}" * Hole Location from face of Cee Cold Form DJ_ use 11" L DH_ (Cold Form) N Cl- KtoL) (Cold Form Shown, Hot Rolled Similar) I is to be paneled over. 0 0 U U Hot Rolled JL & JR_ use 11" + Web Thickness See AC01323 1i Jamb/Sub Jamb Header Opening Width V C (Cold Form Shown, Zee/Cee Girt ** Zee/Cee Girt Zee/Cee Girt r (Cold Form Shown, Opening Height Hot Rolled Similar) CL751 ClipCL751 Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similcr) Clip Hot Rolled Similar) (2) >}"0 Bolts 1f ZLnw ami V c �Z¢= o CL751 Clip CO1)Uo See AC01323 = o Eli o WOZ� ca a Z 3 Typ. at Girt O c Drawn by DCJ 3/17/15 ** Girt within opening Girt :V Zee Girt r o+ Opening Width (2) }"0 Bolts (2) }"0 Bolts = Jamb JL_ (Hot Rolled) -Jamb JR_ (Hot Rolled) Header to Jamb tj DJ_ (Cold Form) DJ_ (Cold Form) Girt - r- Height I 11 See AC01323 Opening Width Girt Height _JI Finish Floor L (2) 1"0 Fin (2) }"0 Bolts Field Drill A" 0 Holes in Girt at (2) }"0 Bolts Opening Width SC425 Clip Head Bolts Field Located Framed Openings -- Jamb/Sub Jamb Three Sided Framed Opening ** Girt within opening is Sill (Cold Farm Shown, Jamb/Sub Jamb Girt to Jamb CL751 Clip (Cold Form Shown, Hot Rolled Similar) provided when Framed Opening SC425 Clip Is to be paneled over. Tyr. at Header/Sill See AC00915 thru AC00923 Hot Rolled Similar) (Cold Form Shown, Hot Rolled Similar) and AC01324 thru AC01332 Jamb/Sib Jamb to Zee Girt Header H_ (Hot Rolled) L DH_(Cold Form) J Sill Height See AC01323 (2) J"0 Fin Head Bolts CL753 at 8" Zee/Cee Girt ** Zee/Cee Girt —If d Zee/Cee Girt z (2) }"0 Bolts CL755 L/R at 10" CL757 L/R at 12" (2) }"0 Bolts u I Field Drill A"0 Holes in Girt at I I Jamb/Sub Jamb Y------� Cold Form Shown, c 'c Cold Form Jambs c n Field Located Framed Openings O O CL751 Clip P See AC01323 ° Sill to Jamb 5 Hot Rolled Similar) r Typ. at Girt o At Cold Form Jamb Jamb/Sub Jamb N �� Zee Girt U) I CL751 Clip a '0 f (2) }"0 Fin Bolts at (Cold Form Shown, f CL751 Clip = Sill Three Sided Framed Opening. Hot Rolled Similar) Girt Girt Zee Girt H_ (Hot Rolled) (2)"0 Bolts at Height Height tj Jamb DH_(Cold Form) JL_(Hot Rolled) Jamb JR_ (Hot Rolled) = Four Sided Framed Opening II"0 A Anchor Rods0 C) �— /FormJSh E (2) 4"0 Bolts iD DJ -(Cold Form) DJ_ (Cold Form) n - -- - (Cold Shown, Field J"O Holes Girt at -all Field Locateed FramednOpenings J Finish Floor L 1•. �- 3" I ( Hot Rolled Similar) NI or Framing Member Opening Width See AC01323 thru AC01332 }" Base Plate on JL & JR 21t Jamb/Sub Jamb to Zee Girt Hot Rolled Jambs Jamb/Sub Jamb to Zee Girt Four Sided Framed Opening Jamb to Finish Floor Open Cee - Framed Opening Connections AC01124 Cold Form Open Cee Jamb to Zee/Cee Girt or Header/Sill oNov 11 ft°01 Jamb DJ_ JI (6) Fastener #18 8 }"0 Bolts }"-14 x 1 }" 0 — — in 0 0 Clip CL150 Zee Girt Girt Girt Zee Girt Height 0 0 Clip CL150 Height a c (6) Fastener #18 0 J"0 Bolts J J" -14 x 1 — } Jamb DJ_ inl Jamb /Sub Jamb to Zee Girt Jamb/Sub Jamb to Zee Girt cl (6) Fastener #1B 0 }"0 Bolts J 14 x 1 _ _ ° , Cee Girt 0 0 Cli CL150 (Toed Up or Down P Girt or Doubled) Cee Girt Height 0 0 Clip CL150 Girt 9 P Height (Toed Up or Down — — m or Doubled) c 9 }"0 Bolts -� (6) Fastener #1B m }"-14 x 1 }" Jamb DJ_ a rn Jamb/Sub Jamb to Cee Girt Jamb/Sub Jamb to Cee Girt 01 c J_ (6) Fastener #1B ml }"-14 x 1}" U) ��-- Cee Girt/Header Headers 0 �"0 x 1" Height Fin Head Bolts 0 O Clip CL150 Jamb DJ_ Jamb/Sub Jamb to Cee Girt/Header Jamb DJ_ 0 0 Clip CL150 0 }"0x1" Fin Head Bolts Sill Height I c Cee Girt/Sill J (6) Fastener #1B }"-14 x 1j" ml in Jamb/Sub Jamb to Cee Girt/Sill Q) The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A "4 vi c ,O y a N O O O CI U swam~ O w O m o cawQ= ❑ U (� W Y O •� U = W N Cl- KtoL) CC 0 0 U U V C N CL L2 Z f``Y11 4 Oas as O rorn> V U ZLnw y V c �Z¢= o Q CO1)Uo o Eli o WOZ� ca a Z 3 En O w H U > (D 0 < O Scale: NOF TO SCALE Drawn by DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14—B-71197-1 Sheet Number: R7 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Tape Sealant and Tube Sealant TRI -BEAD TAPE SEALER HW504 W { " X A" X 25-0" TRIPLE BEAD TAPE SEALER HW502 �6" X 24" X 20'-0" URETHANE TUBE SEALANT '��k HW540 (White) HW541 (Gray) HW542 (Bronze) DEKSTRIP 7" WIDE = HW5227 DEKSTRIP 9" WIDE = HW5228 DEKSTRIP 12" WIDE = HW5229 COLOR = Gray SCREWS 2" O.C. MAX. PERIMETER TAPE SEALANT BOTH SIDES TUBE SEALANT EACH END 2" x 24GA. TERMINATION STRIP EACH END FLAT TAPE SEALER HW507 " X }" X 50'-0" FLAT TAPE SEALER HW506 31t" X 1" X 45r-0„ TAPE SEALER MINOR RIB HW512 <6> »X 1j"X4" DoubleLok PBR, PBU, AVP, PBA, VistaShadow G000006 90000009 Fasteners SHT. NGoo ool Panel Fasteners odct'14"05 Various Fasteners Dec'14R08 Mar 26 Wall Fasteners Roof Fasteners Optional Roof or Wall Fasteners Fastener #17 Fastener #38 Fastener #268 FASTENER #271 FASTENER #24 FASTENER #228 Long Life (Optional at WaV) Stainless Steel Cap 12-14 x 1" 1/4"-14 x 7/8" Lap TEK 12-14 x 1 7/8" Standoff Member Screw Member Screw Member Screw 5/16" Hex Washer Head 5/16" Hex Washer Head Long Life _--` Fastener #17A Fastener #3 Fastener #3SSBX w w/ Washer 5/16" Hex Washer Head c{( - Washer �[-]ulitt]T� 12-14 x Ili" 12-14 x 11" 12-14 x 11" " VMD Hex Washer Head Hex Washer Head Hex Washer Head w/washer w/washer w/washer 8-18 x 1/2" 8 x 5/8" 10 x 1/2" Fastener #268SSBX Fastener #12A Trim Screw Nibbed Driller Grommet Washer 12-14 x 1 7/8" Standoff 12-14 x 1" DP3 /Stainless Steel Cap Pancake Head FASTENER 14 # # 5 16" Hex Washer Head # FASTENER 14A FASTENER 226 Member Screw Member Screw Member Screw w/ Washer Optional Optional Optional Fastener #17B Fastener #3A Fastener #3ASSBX 12-14 x 1" 12-14 x 1j" 12-14 x 14" — {" Hex Washer Head Hex Washer Head {" Hex Washer Head w/washer w/washer w/washer Fastener #55 Fastener #70 Fastener #142 12-24 x 1 1/4" DP5 12-24 x 1 1/2" DP5 1/4"-14 x 1 1/2" 1/8" x 3/16" 1/8" x 3/8" 3/16" x 9/16" 5/16" Hex Washer Head 5/16" Hex Washer Head 5/16" Hex Washer Head Pop Rivet Pop Rivet Closed End Rivet Stainless Steel Stainless Steel Member Screw Member Screw Member Screw Optional Optional Optional FASTENER #43 FASTENER #43L FASTENER #HW399 Fastener #28 Fastener #58 Fastener #272SSBX 12-14 x 2" 12 x 2" 12-24 x 2" DP5 76 Fastener Hex Washer Head {�" Hex Washer Head {�" Hex Washer Head Fastener # #61 Fastener #1B w/washer w/washer w/washer 12-14 x 2" 12-14 x 1 1/4" 5/16" Hex Washer Head 5/16" Hex Washer Head 1/4"-14 x 1 1/4" 5/16" Hex Washer Head L.T.P. Member Screw L.T.P. Member Screw (Long Life) #6 x 1" Rubber Grommet gT 1/4"-14 x 1 1/4" 1/4"-14 x 1 1/4" 1/4" Hex Head w/ Washer 0� c� 5/16" Hex Washer Head 5/16" Hex Washer Head Stitch Screw Stitch Screw Stitch Screw w/ 1 1/8" O.D. Washer w/ 1 1/8" O.D. Washer Fastener #4A Fastener #4 Fastener #4SSBX Fastener #16 Fastener #46 FASTENER #44 FASTENER #44L FASTENER #35 4-14 x J" 1-14 x b" J-14 x J" 12-24 x 11" Hex Washer Head" Hex Washer Head {�," Hex Washer Head Pancake SD DP5 1/4-14 x5/8" Type B w/washer w/washer w/washer W/O Washer Long Life .5/16" Hex Washer Head w/ Washer L.T.P. Stitch Screw L.T.P. Stitch Screw (Long Life) #14 x 1 1/8" O.D. 1/4"-14 x 7/8" 1/4"-14 x 7/8" Bonded Washer 5/16" Hex Washer Head 5/16" Hex Washer Head w/ 1 1/8" O.D. Washer w/ 1 1/B" O.D. Washer G000005 DoubleLok / UltraDek DL00001 DoubleLok / UltraDek - Perimeter Trim Reference DL00008 Rev Perimeter Trim Reference - Standard Trim �Ok Rev. Date Re Jul '14 01 ar"14 O7 Trim Fastener and Sealants Jun'14 13 TAPE SEALER -SWAGED HWS6{�A"X 2}„" X X 6" � I GUTTER GUTTER LAP GUTTER CAP EXPANSION COVER GUTTER CLIP SCULPTURED EAVE EAVE TRIM LAP SAVE TRIM CAP HOLD DOWN CLIP CLOSURE (24") F2001 2" LAP F2002 F2003/F2004 F246 F2132 2" LAP F2133 VARIES HW430 Fastener #4 (6) Fastener #14 6 Fastener Panel Clip Screw g Fastener 1E 6 Fastener #4 44" Tube Sealant 24" Tube Sealant (11) Fastener #14 (2) Fastener #4 J-14 x;- LL sD W/Washer O #14 O # ;-14. r LL So w/w..nr 4" O.C. 12" Tube Sealant 12" Tube Sealant (2) Per Clip J-14 x 1}" LL -14 x J" LL SD (10) Fastener #14 (9) Fastener #14 Trim Color Roof Color Raaf calor BottenLok HS W/Washer SO W/Washer Per / Trim Color Trim Color (1) Fastenerµ Fastener #4A 1'-0 O.C. 1-14 x r LL so w/waenr J* Panel Roof Color Tdm color 1-14 x10 cc�a.ner P s' Tape Hw504 4'-8 Tae Sealant Trim Color -�- NON-SKINNING BUTYL TUBE (VAPOR SEALANT) a m RAKE RAKE LAP Rake Cap (On Mod) Rake Cap (Off Mod) GABLE CLOSURE CLOSURE 18 Rake Trim End Closure SLIP JOINT END RIDGE FLASHING RIDGE CLOSURE ") F2201 2" LAP F2332/F2202 F2202/F2337 F2203 c Fastener #1E 16" Tab. sealant 31" Tube Sealant 24" Tube Sealant (3) Fastener #4A F2337_L/R F2805 Fner F679 HW432 (a }-14 x 11" (5) Fastener #14 30" Tape Sealant 4 Fastener 14 Fastener #4 30" Tube Sealant LL SD W/Washer (2) Fastener #a (8) Fastener #14 (8) Fastener #14 }-14 x [h P ( ) # 1-14 x LL sp w nor (8) Fastener #1E mid / Trim Color SD W/Washer (2) Fastener 1 Trim Color ti was (12) Fastener #4 Trim Color # sop cDLolma for .poalnq) Per Panel IMP7100 WHITE z' -o O.C. u Sotw wa her Trim color (WHITE) Trim Color / (2) Fastener #1 Trim Color (tsi Per Lap }-14x(," 4'-2 Tae Sealant Trim Color 30" Tape HW504 Trim Color LL SD W/Washer P 66" Tube Sealant Trim Color Z R *�'e'Hi In r 4� 9e19n l, Side Rake cc N S,d HIGHSIDE HIGHSIDE LAP OUTSIDE CORNER INSIDE CORNER FLOATING SIMPLE EAVE Flat Eave Trim parapet High Side Transverse Joint CLOSURE (12") F2601 2" LAP Right as Shown Field Work F2952 F2955 - Low/High F326 F270 HW442 v F149= Hi -Thermal N Fastener #4 23" Tube Sealant 23" Tube Seolant 23" Tube Sealant 1a x r LL So w/W-ls' 7 Fastener 14 7 Fastener 14 9" Tube Sealant 13" Tube Sealant 32" Tube Sealant 12• Tube Ss'V O # O # (7) Fastener #14 (2) Fa.—,µ 7 Fastener y1 E See GDLo1010 tar ePxNa) (2) Fastener #4 ( ) # Fastener A (3) Fastener #4 (3) Fastener #4 (3) Fastener #4 Fastener #4A (2) #14 per 2" Lap 1-14( . i' LL sp w e.h.r µ ;-tax 1 LL sD w/Wasner Per Panel J-14 x }' So w/wo.hr }-1a x r eta x �" }-ta x b' }-74 x a" SD W/Washer #14 36" o.c w/out ar #14 per 2' Lap ;-14 i!' u so w/W—r 3'-B Tape Sealant 1-o O.C. LL SD W/Washer LL SD W/Washer LL SD W/Washer 1'-o O.C. Closure #14A 12" Fastener #4 per 2• Lap Trim color Trim Calor Trim Color Trim Color (2) Fastener #14 1-14 x j" LL Sp w/wo.ner F.—#1E per 2" La o.c. w/Closure 6' O.0 4-14. 1i' U so w/W..her Bird Stop P P Trim Color Root color 2'-0 F62 x 1'-6" Trim Color Raof color Qote 6�t Rake Gutter Gutter Gutter Gutter Gutter OUTSIDE CORNER INSIDE CORNER OUTSIDE CORNER INSIDE CORNER TERMINATION TRIM Parapet Rake Trim Rake Cleat TrimEXPANSION FLASH II BACK-UP PLATE Right as shown Field Work Field Work Field Work F117 F324 F292 F215 16" Tube Sealant 26" Tube Sealant 26" Tube Sealant 26" Tube Sealant 12" Tube sealant 24" Tube sealant 4' Tub. Sealant Fastener #4A 24" WIDE HW7760 (20) Fastener #14 (10) Fastener #14 (3) Fastener #4 (2) Fastener #14A (1) Fnetener #1E 11 Fastener 14 11 Fastener 14 }-14 x #" SD W/Washer (2) Fastener #4 (2) Fastener #4 ( ) # ( ) # j -u x r .t So w/wa.her (z) Fase.ner /4 ;-14 x 1;• u so w/wasrbr 18" WIDE HW7769 }-14 x r 1-14 x ;" Trim Color Trim Color (1) Fastener IE }-14 x J" LL SD W/Washer per 2" Lap 1'-0 o.C. 12" WIDE HW7761 LL SD W/Washer LL SD W/Washer 4-14 x 11" LL so W/Wasner per 2' Lap Roof Color Trim Color per 2" Lap Roof Color Q) Fasteners G000007 BattenLok HS 1 SuperLok and DoubleLok / UltraDekDa`° Dec'14 R°" 05 Structural Fastener (Fixed) Roof Member Screw Roof Stitch Screw _ U O Lono Fastener #1 Fastener #IEL-n1/4f-14 x 1 1/4" Fastener #4 - 1/4"-14 x 7/8" 1/4"-14 x 1" 5/16" Hex Washer Head w/ Washer 5/16" Hex Washer Head w/ Washer 5/16" Hex Washer Head w/ Washer onwfi> O U W oft= 4) J¢ to J E WD_c,0 O O O C.DW ZJ¢ ❑ � ~0 Optional Stainless Steel Optional Stainless Steel y U O W O Y +W�D Fastener #1 ESS - 1/4"-14 x 1 1/4" Fastener #4SS - 1/4"-14 x 7/8" W 5/16• Hex washer Head w/ washer 5/16" Hex Washer Head w/ Washer *w"EfD *RfD— Structural Fastener (Flootina) BattenLok/SuperLok Panel Clio Screw — BattenLok/SuperLok al oU Fastener #5 Insulation < = 4" Material < " 1 4 / Panel Clip Screw Insulation > 4" Material < 1/4" 1/4"-14 x 1 1/4" Fastener #1B 1/4"-14 x 1 1/4" Fastener #1F 1/4-14 x 1 1/2" Driller Shoulder D P 2 5/16" Hex Washer Head 5/16" Hex Washer Head 5/16" Hex Washer Head w/ Washer *ZW�D *uMfD *=r13 BattenLok/Su ep rLok BattenLok/ Superlok DoubleLok ItraD k Panel Clip Screw Panel C iD Screw Insulatlon<=4" Material >-1/4" Panel Clip Screw Insulation > 4" Material > = 1/4" Insulation < =4" Material < 1/4" Fastener #55 Fastener #70 Fastener #1 12-24 x 1 1/4" DP5 / 12-24 x 1 1/2" DP5 1/4"-14 x 1" 5/16" Hex Washer Head w/ Washer 5/16" Hex Washer Head CfL— 5/16" Hex Washer Head Jh- O U>(o0¢ O Scale: NOT TO SCALE DoubleLok ItraDek Panel Clip Screw DoubleLok/UltraDek DoubleLok/UltraDek Insulation > 4" Material < 1/4" Panel Clip Screw Insulation < = 4" Material > = 1/4" Panel Clip Screw Insulation > 4" Material > = 1/4" Fastener #11' 1/4"-14 x 1 1/2" Driller Fastener #67 12-24 x 1 1/4" DP5 Fa.tener #69 12-24 x 1 1/2" DP5 5/16" Hex Washer Head w/ Washer 5/16" Hex Washer Head w/ Washer /16" Hex Washer Head w/ Washer 4FUMW�3 Alllllllmn� DoubleLok/UltraDek Panel Clip Screw Insulation < 4" Material < 1/4" Fastener #1D 1/4"-14 x 1 1/4" 5/16" Hex Washer Head w/ Washer Tape Sealant and Tube Sealant TRI -BEAD TAPE SEALER HW504 W { " X A" X 25-0" TRIPLE BEAD TAPE SEALER HW502 �6" X 24" X 20'-0" URETHANE TUBE SEALANT '��k HW540 (White) HW541 (Gray) HW542 (Bronze) DEKSTRIP 7" WIDE = HW5227 DEKSTRIP 9" WIDE = HW5228 DEKSTRIP 12" WIDE = HW5229 COLOR = Gray SCREWS 2" O.C. MAX. PERIMETER TAPE SEALANT BOTH SIDES TUBE SEALANT EACH END 2" x 24GA. TERMINATION STRIP EACH END FLAT TAPE SEALER HW507 " X }" X 50'-0" FLAT TAPE SEALER HW506 31t" X 1" X 45r-0„ TAPE SEALER MINOR RIB HW512 <6> »X 1j"X4" DoubleLok PBR, PBU, AVP, PBA, VistaShadow G000006 90000009 Fasteners SHT. NGoo ool Panel Fasteners odct'14"05 Various Fasteners Dec'14R08 Mar 26 Wall Fasteners Roof Fasteners Optional Roof or Wall Fasteners Fastener #17 Fastener #38 Fastener #268 FASTENER #271 FASTENER #24 FASTENER #228 Long Life (Optional at WaV) Stainless Steel Cap 12-14 x 1" 1/4"-14 x 7/8" Lap TEK 12-14 x 1 7/8" Standoff Member Screw Member Screw Member Screw 5/16" Hex Washer Head 5/16" Hex Washer Head Long Life _--` Fastener #17A Fastener #3 Fastener #3SSBX w w/ Washer 5/16" Hex Washer Head c{( - Washer �[-]ulitt]T� 12-14 x Ili" 12-14 x 11" 12-14 x 11" " VMD Hex Washer Head Hex Washer Head Hex Washer Head w/washer w/washer w/washer 8-18 x 1/2" 8 x 5/8" 10 x 1/2" Fastener #268SSBX Fastener #12A Trim Screw Nibbed Driller Grommet Washer 12-14 x 1 7/8" Standoff 12-14 x 1" DP3 /Stainless Steel Cap Pancake Head FASTENER 14 # # 5 16" Hex Washer Head # FASTENER 14A FASTENER 226 Member Screw Member Screw Member Screw w/ Washer Optional Optional Optional Fastener #17B Fastener #3A Fastener #3ASSBX 12-14 x 1" 12-14 x 1j" 12-14 x 14" — {" Hex Washer Head Hex Washer Head {" Hex Washer Head w/washer w/washer w/washer Fastener #55 Fastener #70 Fastener #142 12-24 x 1 1/4" DP5 12-24 x 1 1/2" DP5 1/4"-14 x 1 1/2" 1/8" x 3/16" 1/8" x 3/8" 3/16" x 9/16" 5/16" Hex Washer Head 5/16" Hex Washer Head 5/16" Hex Washer Head Pop Rivet Pop Rivet Closed End Rivet Stainless Steel Stainless Steel Member Screw Member Screw Member Screw Optional Optional Optional FASTENER #43 FASTENER #43L FASTENER #HW399 Fastener #28 Fastener #58 Fastener #272SSBX 12-14 x 2" 12 x 2" 12-24 x 2" DP5 76 Fastener Hex Washer Head {�" Hex Washer Head {�" Hex Washer Head Fastener # #61 Fastener #1B w/washer w/washer w/washer 12-14 x 2" 12-14 x 1 1/4" 5/16" Hex Washer Head 5/16" Hex Washer Head 1/4"-14 x 1 1/4" 5/16" Hex Washer Head L.T.P. Member Screw L.T.P. Member Screw (Long Life) #6 x 1" Rubber Grommet gT 1/4"-14 x 1 1/4" 1/4"-14 x 1 1/4" 1/4" Hex Head w/ Washer 0� c� 5/16" Hex Washer Head 5/16" Hex Washer Head Stitch Screw Stitch Screw Stitch Screw w/ 1 1/8" O.D. Washer w/ 1 1/8" O.D. Washer Fastener #4A Fastener #4 Fastener #4SSBX Fastener #16 Fastener #46 FASTENER #44 FASTENER #44L FASTENER #35 4-14 x J" 1-14 x b" J-14 x J" 12-24 x 11" Hex Washer Head" Hex Washer Head {�," Hex Washer Head Pancake SD DP5 1/4-14 x5/8" Type B w/washer w/washer w/washer W/O Washer Long Life .5/16" Hex Washer Head w/ Washer L.T.P. Stitch Screw L.T.P. Stitch Screw (Long Life) #14 x 1 1/8" O.D. 1/4"-14 x 7/8" 1/4"-14 x 7/8" Bonded Washer 5/16" Hex Washer Head 5/16" Hex Washer Head w/ 1 1/8" O.D. Washer w/ 1 1/B" O.D. Washer G000005 DoubleLok / UltraDek DL00001 DoubleLok / UltraDek - Perimeter Trim Reference DL00008 Rev Perimeter Trim Reference - Standard Trim �Ok Rev. Date Re Jul '14 01 ar"14 O7 Trim Fastener and Sealants Jun'14 13 TAPE SEALER -SWAGED HWS6{�A"X 2}„" X X 6" � I GUTTER GUTTER LAP GUTTER CAP EXPANSION COVER GUTTER CLIP SCULPTURED EAVE EAVE TRIM LAP SAVE TRIM CAP HOLD DOWN CLIP CLOSURE (24") F2001 2" LAP F2002 F2003/F2004 F246 F2132 2" LAP F2133 VARIES HW430 Fastener #4 (6) Fastener #14 6 Fastener Panel Clip Screw g Fastener 1E 6 Fastener #4 44" Tube Sealant 24" Tube Sealant (11) Fastener #14 (2) Fastener #4 J-14 x;- LL sD W/Washer O #14 O # ;-14. r LL So w/w..nr 4" O.C. 12" Tube Sealant 12" Tube Sealant (2) Per Clip J-14 x 1}" LL -14 x J" LL SD (10) Fastener #14 (9) Fastener #14 Trim Color Roof Color Raaf calor BottenLok HS W/Washer SO W/Washer Per / Trim Color Trim Color (1) Fastenerµ Fastener #4A 1'-0 O.C. 1-14 x r LL so w/waenr J* Panel Roof Color Tdm color 1-14 x10 cc�a.ner P s' Tape Hw504 4'-8 Tae Sealant Trim Color -�- NON-SKINNING BUTYL TUBE (VAPOR SEALANT) a m RAKE RAKE LAP Rake Cap (On Mod) Rake Cap (Off Mod) GABLE CLOSURE CLOSURE 18 Rake Trim End Closure SLIP JOINT END RIDGE FLASHING RIDGE CLOSURE ") F2201 2" LAP F2332/F2202 F2202/F2337 F2203 c Fastener #1E 16" Tab. sealant 31" Tube Sealant 24" Tube Sealant (3) Fastener #4A F2337_L/R F2805 Fner F679 HW432 (a }-14 x 11" (5) Fastener #14 30" Tape Sealant 4 Fastener 14 Fastener #4 30" Tube Sealant LL SD W/Washer (2) Fastener #a (8) Fastener #14 (8) Fastener #14 }-14 x [h P ( ) # 1-14 x LL sp w nor (8) Fastener #1E mid / Trim Color SD W/Washer (2) Fastener 1 Trim Color ti was (12) Fastener #4 Trim Color # sop cDLolma for .poalnq) Per Panel IMP7100 WHITE z' -o O.C. u Sotw wa her Trim color (WHITE) Trim Color / (2) Fastener #1 Trim Color (tsi Per Lap }-14x(," 4'-2 Tae Sealant Trim Color 30" Tape HW504 Trim Color LL SD W/Washer P 66" Tube Sealant Trim Color Z R *�'e'Hi In r 4� 9e19n l, Side Rake cc N S,d HIGHSIDE HIGHSIDE LAP OUTSIDE CORNER INSIDE CORNER FLOATING SIMPLE EAVE Flat Eave Trim parapet High Side Transverse Joint CLOSURE (12") F2601 2" LAP Right as Shown Field Work F2952 F2955 - Low/High F326 F270 HW442 v F149= Hi -Thermal N Fastener #4 23" Tube Sealant 23" Tube Seolant 23" Tube Sealant 1a x r LL So w/W-ls' 7 Fastener 14 7 Fastener 14 9" Tube Sealant 13" Tube Sealant 32" Tube Sealant 12• Tube Ss'V O # O # (7) Fastener #14 (2) Fa.—,µ 7 Fastener y1 E See GDLo1010 tar ePxNa) (2) Fastener #4 ( ) # Fastener A (3) Fastener #4 (3) Fastener #4 (3) Fastener #4 Fastener #4A (2) #14 per 2" Lap 1-14( . i' LL sp w e.h.r µ ;-tax 1 LL sD w/Wasner Per Panel J-14 x }' So w/wo.hr }-1a x r eta x �" }-ta x b' }-74 x a" SD W/Washer #14 36" o.c w/out ar #14 per 2' Lap ;-14 i!' u so w/W—r 3'-B Tape Sealant 1-o O.C. LL SD W/Washer LL SD W/Washer LL SD W/Washer 1'-o O.C. Closure #14A 12" Fastener #4 per 2• Lap Trim color Trim Calor Trim Color Trim Color (2) Fastener #14 1-14 x j" LL Sp w/wo.ner F.—#1E per 2" La o.c. w/Closure 6' O.0 4-14. 1i' U so w/W..her Bird Stop P P Trim Color Root color 2'-0 F62 x 1'-6" Trim Color Raof color Qote 6�t Rake Gutter Gutter Gutter Gutter Gutter OUTSIDE CORNER INSIDE CORNER OUTSIDE CORNER INSIDE CORNER TERMINATION TRIM Parapet Rake Trim Rake Cleat TrimEXPANSION FLASH II BACK-UP PLATE Right as shown Field Work Field Work Field Work F117 F324 F292 F215 16" Tube Sealant 26" Tube Sealant 26" Tube Sealant 26" Tube Sealant 12" Tube sealant 24" Tube sealant 4' Tub. Sealant Fastener #4A 24" WIDE HW7760 (20) Fastener #14 (10) Fastener #14 (3) Fastener #4 (2) Fastener #14A (1) Fnetener #1E 11 Fastener 14 11 Fastener 14 }-14 x #" SD W/Washer (2) Fastener #4 (2) Fastener #4 ( ) # ( ) # j -u x r .t So w/wa.her (z) Fase.ner /4 ;-14 x 1;• u so w/wasrbr 18" WIDE HW7769 }-14 x r 1-14 x ;" Trim Color Trim Color (1) Fastener IE }-14 x J" LL SD W/Washer per 2" Lap 1'-0 o.C. 12" WIDE HW7761 LL SD W/Washer LL SD W/Washer 4-14 x 11" LL so W/Wasner per 2' Lap Roof Color Trim Color per 2" Lap Roof Color Q) Job Number: 14—B-71197-1 Sheet Number: R8 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A C v�� 4 _o _ U O O O vi c=a rtBn C j O U � '��' j N 0 0 W W "O.. j n n D 0 D D N CFO CO c0 tJl eco C C�01 Cf1 � I� I p� o I�N O O W V) (D C1 I (n N O X (D O �' D n 7 N Doti (D (> x 7 asp N O N ° C T n p \ N � � p S v, U) rn CO Amy o ,y rn 5.0 = 0 3 (D D a) Cn CD 3 IM aD D r O fl, 0 _ rt � O Ga 7 3 CD Ln O O.° O A A D v cD W cn D a CD r = CD m oB o a B °o s o o s 0 Columbus, MS. (662)243-6400 Revision Date 01, g � a J ° ° C T m Mount Pleasant, IA. (319) 385-8001 Ceco Building Systems (D N N p Z Q O'93 Rocky Mount, NC. (252) 9772131 ° ° D C o (Da o CD ; E3 (b gi v `� An NCI Company www.cecobuildings.com .+mom°r (D zy- ° Customer: Project Name & Location:( o T (b n n V.I.S.E. COMPANY RICK GUDGELN 0'rn°0- o (DB m 1 6305 COUNTY ROAD 24 629 ENTLER AVE p W• N. s , CU n ORLAND, CA 95963 CHICO, CA 95928 rt m E _ o o (O v W a ATTN: JOSH BEAVER REP: KIM HOLTGREWE Drawing Status: Preliminary -]For Construction Permit o 5. 0 a B� .. (D \ � rl (p o m \ (Not For Construction o o n o m a m (n v For A vol Forro ❑ ® For Erector Installation n Not Construction) Description By I Ck'd AVP / PBA Wall Panel - Three Sided Framed Opening PA07022 Trim Installation with Field Notch Panel at Head Trim Installation with Field Notch Panel at Head Trim Sep'14 R04R04 Note: Trim Installation can be done by Field Notch Panel as shown on PA07022 & PA07023 QR with Field Notch and Bend Tabs at Head Trim as shown on PA07024 & PA07025. Opening Width + 6" (+2" Lap when req'd) 3" Opening Width • 3" See PA07023 & PA07027 ° I I -Finish Floor Line I 0 Opening Width Note: All trim is to be Note: Field measure Opening Width installed BEFORE blanket and Height before making field cuts insulation is applied to walls. and adjust cut dimensions accordingly. AVP / PBA Wall Panel - Three Sided Framed Opening Jamb Trim Field Cut Details Alternate Jamb Trim F484 Jamb Trim F482 Too View Top View 44" I. 3b" Field Cut and Remove AVP / PBA Wall Panel - Three Sided Framed Opening 1PAI7023 Field Notch Panel at Head Trim Sep'14 R04 Note: Trim Installation can be done by Field Notch Panel as shown on PA07022 & PA07023 OR with Field Notch and Bend Tabs at Head Trim as shown on PA07024 & PA07025. Opening Width + 6" (+2" Lap when req d) Head Trim F481 I I I Front View End View 2" Lap with (2) Fasteners #14 A" x A" Pop Rivet and HW54- Caulking Opening Width 3" Opening Width 3" Field notch Panel at Head Trim o 17 Rivet at 20" O.C. at Cold Form o 0 o o o See PA07027 a� for Jamb Trim - field cut detail ° Head Trim F481 ° Jamb Trim F482 starting 6" from Steel Line and Opening on or Alternate F484 Note: All trim is to be See installed BEFORE blanket depending on the Opening Width and location. PA07030 insulation is applied to walls Field measure before cutting Panel and Trim. PA07030 ° `c voteF OR Fastener #14 �a'n-i w � c, 0 0 0 LI 0 Fastener #16 Fastener #14A A" x J" Pop Rivet .21 J" x {j" Pop Rivet. 12-24 x 1j" Pancake SD DP5 _ =e at 20" O.C. at Cold Form For Optional" See PA07025 for details. o at Hot Rolled OR o Channel Closure Trim csee t at Cold Form C ° Fastener #14A d• x a" Pop Rivet ° PA07028 seee 12-24 x 14" Pancake SD DP5 N at 20" O.C. at Cold Form PA07029 12-24 x 11" Pancake SO DP5 W/O Washer a W/O Washer at V-8 O.C. Finish Floor Line at 1'-8 O.C. at Hot Rolled OR C -}gym v at Hot Rolled -2z Q= o + i Fastener #16 Bead of HW54- Tube Caulkin N c U � c o W caQZ 12-24 x 1j" Pancake SO DP5 from Header to Floor (see section) n N O J H + o + n O W/O Washer at 1'-8 O.C. Drawn by. DCJ 3/17/15 2" Lap with (2) p Job Number: 14-B-71197-1 Sheet Number. R10 of 15 Jamb Trim F482 Jamb Trim F482 at Hot Rolled Fasteners #14 or Alternate F484 or Alternate F484 A" x J" Pop Rivet = +c Typ at Head & }" Bead of HW54- Tube Caulking 2" Lap with (2) L d Jamb Trim when c from Header to Floor (see section) Fasteners #14 ° o ° v x J" Pop Rivet = O Jamb Trim F482 Jamb Trim F482 Typ at Head & Jamb Trim when c c PA07029 or Alternate F484 or Alternate F484 Nate: required. Field notch o° For "Optional" as required. o see PA07028 See PA07029 ° Finish Floor Line F° ° I I -Finish Floor Line I 0 Opening Width Note: All trim is to be Note: Field measure Opening Width installed BEFORE blanket and Height before making field cuts insulation is applied to walls. and adjust cut dimensions accordingly. AVP / PBA Wall Panel - Three Sided Framed Opening Jamb Trim Field Cut Details Alternate Jamb Trim F484 Jamb Trim F482 Too View Top View 44" I. 3b" Field Cut and Remove AVP / PBA Wall Panel - Three Sided Framed Opening 1PAI7023 Field Notch Panel at Head Trim Sep'14 R04 Note: Trim Installation can be done by Field Notch Panel as shown on PA07022 & PA07023 OR with Field Notch and Bend Tabs at Head Trim as shown on PA07024 & PA07025. Opening Width + 6" (+2" Lap when req d) Head Trim F481 I I I Front View End View 2" Lap with (2) Fasteners #14 A" x A" Pop Rivet and HW54- Caulking Opening Width 3" Opening Width 3" Field notch Panel at Head Trim o �o I �e � Rivet at 20" O.C. at Cold Form o 0 Head Trim F481 • � o, See PA07027 a� for Jamb Trim - field cut detail c at Hot Rolled 0 Jamb Trim F482 starting 6" from Steel Line and Opening on or Alternate F484 Note: All trim is to be Fastener #14A J" x J•• Pop \.-Field cut Panel Rivet at 20" O.C. at Cold Form o 0 OR E o Fastener #16 ° 12-24 x 1}" Pancake SO DP5 - W/O Washer at V-8 O.C. V-0 module. Location of Panel Rib may vary at Hot Rolled Note: Panel position is shown with Panel Rib insulation is applied to walls starting 6" from Steel Line and Opening on See Note: All trim is to be V-0 module. Location of Panel Rib may vary installed BEFORE blanket depending on the Opening Width and location. PA07030 insulation is applied to walls Field measure before cutting Panel and Trim. PA07027 AVP / PBA Wall Panel - Three Sided Framed Opening '14R02 "Optional" Channel Closure Trim an -inn Width + 7" (+2" LOD when read) S Cut and remove remainder of front fold d s 3 (2) Fasteners #14 01 x A" Pop Rivet Side View at Head Trim at lap N a = 2" Lap when required. + Field cut and notch 1}" L as required. rn a T o x rn c c 0 Finish Floor Line Side View at Sill Trim Jamb Trim F482 and Note: Field measure Opening Height Alternate Jamb Trim F484 before making field cuts and adjust Front View cut dimensions accordingly. Right Jamb Trim as shown Left Jamb Trim opposite hand 1"Field bend tob down 90 degrees 2J" Field cut and remove Channel Closure Trim 3¢•• I 31" Field cut and remove Channel Closure Trim at Jambs End Cut Detail PA07028 Rev. 0'14 03 2" Lap typ at Head & Jamb when required. Field cut to length if req'd and notch. Channel Closure Trim Piece Mark F981 - 8'• member F2994 - 81" member F2991 - l member F2992 - 8J" member F982 - 10" member F2993 - 101" member F169 - 12' member F2995 - 124" member Note: All trim is to be installed BEFORE blanket insulation is applied to walls. Note: Field measure Opening Width and Height before making field cuts and adjust cut dimensions accordingly. AVP / PBA Wall Panel - Three Sided Framed Opening I PA07024 Trim Installation with Field Notch and Bend Tabs at Head Trim ISep '141"64 Note: Trim Installation con be done by Field Notch Panel as shown on PA07022 & PA07023 OR with Field Notch and Bend Tabs at Head Trim as shown on PA07024 & PA07025. Field Cut Opening Width + 6" (+2" Lap when req d) and Remove Opening Width + 3" 1 Opening Width 1}" See PA07025 1-1 1& PA07027 5y� n 31" Opening Width Alternate Jamb o 0 Trim F484 Profile E o Field Notch and Bend 14" Tab ° o 0 0 o - Channel Closure Trim V-0 module. Location of Panel Rib may vary ' Head Trim F481 See insulation is applied to walls Field measure before cutting Panel and Trim. See PA07030 11" Tab behind Jamb Fastener #14A d" x J" Pop Rivet PA07030 o Trim. Attach with at 20" O.C. at Cold Form ° `c OR Fastener #14 �a'n-i w � c, 0 0 0 LI 0 Fastener #16 Fastener #14A A" x J" Pop Rivet .21 J" x {j" Pop Rivet. 12-24 x 1j" Pancake SD DP5 _ =e at 20" O.C. at Cold Form W/O Washer at 1'-8 O.C. See PA07025 for details. o at Hot Rolled OR c c 0 0 U U Channel Closure Trim at Cold Form C ° Channel Closure Trim ° 3 seee 12-24 x 14" Pancake SD DP5 N a- L PA07029 12-24 x 11" Pancake SO DP5 W/O Washer El ElQ W/O Washer at V-8 O.C. Finish Floor Line at 1'-8 O.C. at Hot Rolled 1"Field bend tob down 90 degrees 2J" Field cut and remove Channel Closure Trim 3¢•• I 31" Field cut and remove Channel Closure Trim at Jambs End Cut Detail PA07028 Rev. 0'14 03 2" Lap typ at Head & Jamb when required. Field cut to length if req'd and notch. Channel Closure Trim Piece Mark F981 - 8'• member F2994 - 81" member F2991 - l member F2992 - 8J" member F982 - 10" member F2993 - 101" member F169 - 12' member F2995 - 124" member Note: All trim is to be installed BEFORE blanket insulation is applied to walls. Note: Field measure Opening Width and Height before making field cuts and adjust cut dimensions accordingly. AVP / PBA Wall Panel - Three Sided Framed Opening I PA07024 Trim Installation with Field Notch and Bend Tabs at Head Trim ISep '141"64 Note: Trim Installation con be done by Field Notch Panel as shown on PA07022 & PA07023 OR with Field Notch and Bend Tabs at Head Trim as shown on PA07024 & PA07025. Field Cut Opening Width + 6" (+2" Lap when req d) and Remove Opening Width + 3" 1 Opening Width 1}" See PA07025 1-1 1& PA07027 5y� n Alternate Jamb o 0 Trim F484 Profile E o Field Notch and Bend 14" Tab Note: Panel position is shown with Panel Rib 0 starting 6" from Steel Line and Opening on Field Notch and Bend V-0 module. Location of Panel Rib may vary ' Head Trim F481 depending on the Opening Width and location. insulation is applied to walls Field measure before cutting Panel and Trim. See 11" Tab behind Jamb o PA07030 o Trim. Attach with w `c Fastener #14 �a'n-i w � c, 0 0 0 LI 0 r Fastener #14A A" x J" Pop Rivet J" x {j" Pop Rivet. Q Trim field cut detail }ice at 20" O.C. at Cold Form ° See PA07025 for details. c OR c c 0 0 U U r at Cold Form w v! h Fastener #16 OR 3 12-24 x 14" Pancake SD DP5 N a- L 0 12-24 x 11" Pancake SO DP5 W/O Washer El ElQ W/O Washer at V-8 O.C. �0rn¢ at 1'-8 O.C. at Hot Rolled Z C -}gym v at Hot Rolled -2z Q= o + i `000tH Bead of HW54- Tube Caulkin a U O O U 6 Z c U � c o W caQZ o from Header to Floor (see section) n N O J H p + n O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 2" Lap with (2) p Job Number: 14-B-71197-1 Sheet Number. R10 of 15 Jamb Trim F482 Jamb Trim F482 Fasteners #14 or Alternate F484 or Alternate F484 A" x J" Pop Rivet = Typ at Head & Jamb Trim when c required. Field notch ° v ° as required. O See PA07029 Nate: For "Optional" Channel Closure Trim see PA07028 ° Finish Floor Line F° fw Opening Width Note: All trim is to be Note: Field measure Opening Width installed BEFORE blanket and Height before making field cuts insulation is applied to walls. and adjust cut dimensions accordingly. AVP / PBA Wall Panel - Three Sided Framed Opening I PA07029 Date Rev. Jamb Trim Installation Mav'14 03 Fastener #14A J" x J" Pop Rivet at 20" O.C. at Cold Form OR Fastener #15 12-24 x 14" Pancake SD DP5 W/O Washer at V-8 O.C. at Hot Rolled Double Sided Tape (Not by Bldg Mfg) Blanket Insulation -\ AVP/PBA Well Panel -J Note:Terminate Blanket Insulation at capillary lip of Jamb Trim Field flatten Trim leg when required Jamb Trim F482 (shown) or Alternate Jamb Trim F484 Jamb (Cold Form shown Hot Rolled similar) "Optional" Channel Closure Trim See PA07028 for details. }" Bead of HW54- Tube Caulking (Header to Floor) Field Cut Wall Panel Opening W'dth AVP / PBA Wall Panel - Three Sided Framed Opening PA07025 Field Notch and Bend Tabs at Head Trim Sep'14 R04 Note: Trim In can be done by Field Notch Panel as shown on PA07022 & PA07023 OR with Field Notch and Bend Tabs at Head Trim as shown on PA07024 & PA07025. Opening Width + 6" (+2" Lap when req'd) *Opening Width + 3" *Note: Field measure Opening Width and 1}" *Opening Width 1}' cut Head Trim to *Field Cut required length. Remainder and Remove Head Trim F481 I I Front View I I End View —}}— 2' Lap with (2) Fasteners #14 See End Cut Detail A" x A" Pop Rivet and HW54- Caulking Opening Width Do not cut or Note: All trim is to be remove back leg installed BEFORE blanket insulation is applied to walls Ben1Tab 1 down 90 degreesNote: Panel position is shown with Panel Rib starting 6" from Steel Line and Opening on V-0 module. Location of Panel Rib may vary Field Cut depending on the Opening Width and location. and Remove Field measure before cutting Panel and Trim. End Cut Detail Alternate Jamb Trim F484 Profile E o Field Notch and Bend 14" Tab Note: Panel position is shown with Panel Rib Q -o starting 6" from Steel Line and Opening on Note: All trim is to be V-0 module. Location of Panel Rib may vary installed BEFORE blanket depending on the Opening Width and location. insulation is applied to walls Field measure before cutting Panel and Trim. AVP / PBA Wall Panel - Three Sided Framed Opening PA07025 Field Notch and Bend Tabs at Head Trim Sep'14 R04 Note: Trim In can be done by Field Notch Panel as shown on PA07022 & PA07023 OR with Field Notch and Bend Tabs at Head Trim as shown on PA07024 & PA07025. Opening Width + 6" (+2" Lap when req'd) *Opening Width + 3" *Note: Field measure Opening Width and 1}" *Opening Width 1}' cut Head Trim to *Field Cut required length. Remainder and Remove Head Trim F481 I I Front View I I End View —}}— 2' Lap with (2) Fasteners #14 See End Cut Detail A" x A" Pop Rivet and HW54- Caulking Opening Width Do not cut or Note: All trim is to be remove back leg installed BEFORE blanket insulation is applied to walls Ben1Tab 1 down 90 degreesNote: Panel position is shown with Panel Rib starting 6" from Steel Line and Opening on V-0 module. Location of Panel Rib may vary Field Cut depending on the Opening Width and location. and Remove Field measure before cutting Panel and Trim. End Cut Detail (Viewed from top of Head Trim) Opening Width E o Field Notch and Bend 14" Tab Q -o behind Jamb Trim. Attach with cNp � N vvi Fastener #14 x J" Pop Rivet 0 0 o w o o a`Oi w `c Head Trim F481 �a'n-i w � c, 0 0 0 LI 0 r See PA07027 for Jamb T = Trim field cut detail }ice v w Y O o+ Jamb Trim F482 or Alternate F484 O C, = L l Fastener #14A J" x J" Pop Rivet at 20" O.C. c c 0 0 U U 0 at Cold Form w v! h OR Fastener #16 N a- L 12-24 x 11" Pancake SO DP5 W/O Washer El ElQ U �0rn¢ at 1'-8 O.C. at Hot Rolled Z C -}gym v Field cut Panel AVP / PBA Wall Panel - Three Sided Framed Opening PA07030 Date Rev. Head Trim Installation I Mar'141 02 AVP/PBA Wall Panel Fastener #17A 12-14 x 1j" SD W/Washer at V-0 O.C. at Cold Form OR Fastener #67 12-24 x 1}" SO DP5 W/Washer at V-0 O.C. at Hot Rolled Fastener #14A J" x J" Pop-\ Rivet at 20' O.C. of Cold Form OR Fastener #16 12-24 x 1�" Pancake SD DP5 W/O Washer at V-8 O.C. at Hot Rolled "Optional" Channel L Header Closure Trim (Cold Form shown See PA07028 Hot Rolled similar) for details Finish Floor Line Note: All trim is to be installed BEFORE blanket insulation is applied to walls Q) Z E o Q -o cNp � N vvi O in o w o o a`Oi w `c U �a'n-i w � c, 0 0 0 LI 0 o0wQ 2 C)FJU� }ice v w Y O O C, = L l ct Q'coUtY c c 0 0 U U � w v! h c N a- L r� w El ElQ U �0rn¢ Z C -}gym v r� +; V -2z Q= o Q `000tH III a U O O U 6 Z c o W caQZ 3 n N O J H p U >Loo0¢ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer., Job Number: 14-B-71197-1 Sheet Number. R10 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door I PA09022 Trim Installation with Field Notch Panel at Head Trim IVlay'1412 Note: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 OR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. `o ° ❑ Door Width + 6}" (+ V-6 for each SideLite) 0 p Y 0 0 Door Width + 31" (+ 1'-6 for each SideLite) 1}" °o it c See PA09023 ❑ I `0 ° & PA09027 O ° ❑ rn 3 7 Y N 0 0 0 0 in iv 3 C5 — — — — — — ° ° Head Trim F481 See PA09030 or PA09032 Fastener #14A A" x J" I ° Pop Rivet at 20" O.C. o Bead of HW54_ Tube Caulking = I from Header to Floor (see section) `o 0 Jamb Trim F482 Jamb Trim F482 of ° or Optional F484 or Optional F484 ° n Seo o IPA09029 I o or PA09031 Finish Floor Line 0 1 Door Width (+ V-6 for each SideLite) 1}" Door Width + 3}" (+ 1'-6 for each SideLite) Note: All trim is to be Note Field measure Door Width and installed BEFORE blanket Height before making field cuts and insulation is applied to walls. adjust cut dimensions accordingly. AVP / PBA Wall Panel - Walk Door & Glass- Front Walk Door I PA09023 Field Notch Panel at Head Trim Mar'13 R 01 ate: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 OR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. Field notch Panel at Head Trim Caulk these edges after installation. Note: Panel position is shown with Panel Rib starting 6" from Steel Line and Door on 1'-0 Note: All trim is to be module. Location of Panel Rib may vary installed BEFORE blanket depending on the Door Width and location. insulation is applied to walls Field measure before cutting Panel and Trim. AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door I PA09024 Trim Installation with Field Notch and Bend Tabs at Head Trim May'14 R03 Note: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA119023 QR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. `o 10 0 ❑ Door Width + 61" (+ 1'-6 for each SideLite) ❑ Y a 0 Door Width + 3�" (+ 1'-6 for each SideLite) 14"❑00 u_ c See PA09025 ° & PA09027 o N 0 V 6 a ❑ N 3 CJ Y N v v o 0 iv 31 11 0 0 AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door PA09025 Field Notch and Bend Tabs at Head Trim °Mar'13 R"01 Note: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 QR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. Door Width + 64" (+ 1'-6 for each SideLite) 1�., Door Width + 34" (+ 1'-6 for each SideLite) Head Trim F481 Field Notch and See Bend 1}" Tab See End Cut Detail PA09030 behind Jamb or PA09032 I Trim. Attach o with Fastener 14A Fastener I #14 x . # �" x �" Pop R Rivet. See �.. Pop Rivet at 20" O.C. I PA09025 for details. r ° }" Bead of HW54- Tube Caulkin = I from Header to Floor (see section) `o 0 Jamb Trim F482 Jamb Trim F482 of ° or Optional F484 or Optional F484 ° r v See ° I or PA09031 I ° Finish Floor Line o 1}" Door Width (+ V-6 for each SideLite) 1} Door Width + 31" (+ 1'-6 for each SideLite) Note: All trim is to beNote: Field measure Door Width and installed BEFORE blanket Height before making field cuts and insulation is applied to wo lls. adjust cut dimensions accordingly. AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door Jamb Trim Field Cut Details Page PA09027 Door Width + 31" Page PA09029 (+ V-6 for each SideLite) Door Width + 34"Door °Mar'1311 Width Ma '14 (+ V-6 for each SideLite) (+ 1'-6 for each SideLite) 1}" R"02 Door Width installed BEFORE blanket Insulation is applied to walls 4A" I IBend 14" Tab Note: Panel position is shown with Panel Rib ;+ 1'-6 for each SideLite) 1}" starting 6" from Steel Line and Door on 1'-0 module. Location of Panel Rib may vary for each SideLite) 1}" o AVP/PBA Wall Panel O � Ld C U O Field measure before cutting Panel and Trim. w00x U W U QC Fastener #17A12-14 0 o . LN o C) -i UM x 1}" U (7 WY O °o ((� Factory attached behind Jamb Trim. Attach with SDW/Washer QQtional Jamb Trim F484 $ Jamb Trim F482 m ? at 1'-0 O.C. Too View w lo L_ C� C Y y Fastener #14A A" x 0 0 44^ }" Bead of HW54- Tube Caulking —Y ® o Pop Rivet at 20" O.C. ❑ 3 � c (Header to Floor)17 Y a Q ` 0OU(n -1 c 0 0 0 0 �" 3;„ � o �� c 01 0 0 ------------ --� o L- Field Cut and Remove Pop Rivet at 20" O.C. –H ------ Scale: NOT TO SCALE Head Trim F481 Y rn a Project Engineer: Double Sided Tape Walk Door Jamb °o ❑ .« Y v 3 c� See PA09027 j —a 3 3 I I 3" Walk Door I o for Jamb Trim I M iv 1n 14 0 Blanket Insulation field cut detail Head Trim F481 I 7I c I III II o Y o I / // / 1 03: III II 3 I II Trim field cut detail remainder of front fold /// // / /� r N Jamb Trim F482 I I o o I or Optional F484 r r U 03 ^ I Fastener #14A �" x �" 0 � Field cut Panel Pop Rivet at 20" O.C. ❑ Y o x o. ,� a g o° o Field notch Panel at Head Trim Caulk these edges after installation. Note: Panel position is shown with Panel Rib starting 6" from Steel Line and Door on 1'-0 Note: All trim is to be module. Location of Panel Rib may vary installed BEFORE blanket depending on the Door Width and location. insulation is applied to walls Field measure before cutting Panel and Trim. AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door I PA09024 Trim Installation with Field Notch and Bend Tabs at Head Trim May'14 R03 Note: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA119023 QR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. `o 10 0 ❑ Door Width + 61" (+ 1'-6 for each SideLite) ❑ Y a 0 Door Width + 3�" (+ 1'-6 for each SideLite) 14"❑00 u_ c See PA09025 ° & PA09027 o N 0 V 6 a ❑ N 3 CJ Y N v v o 0 iv 31 11 0 0 AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door PA09025 Field Notch and Bend Tabs at Head Trim °Mar'13 R"01 Note: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 QR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. Door Width + 64" (+ 1'-6 for each SideLite) 1�., Door Width + 34" (+ 1'-6 for each SideLite) Head Trim F481 Field Notch and See Bend 1}" Tab See End Cut Detail PA09030 behind Jamb or PA09032 I Trim. Attach o with Fastener 14A Fastener I #14 x . # �" x �" Pop R Rivet. See �.. Pop Rivet at 20" O.C. I PA09025 for details. r ° }" Bead of HW54- Tube Caulkin = I from Header to Floor (see section) `o 0 Jamb Trim F482 Jamb Trim F482 of ° or Optional F484 or Optional F484 ° r v See ° I or PA09031 I ° Finish Floor Line o 1}" Door Width (+ V-6 for each SideLite) 1} Door Width + 31" (+ 1'-6 for each SideLite) Note: All trim is to beNote: Field measure Door Width and installed BEFORE blanket Height before making field cuts and insulation is applied to wo lls. adjust cut dimensions accordingly. AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door Jamb Trim Field Cut Details Page PA09027 AVP/PBA Panel - Preassembled Walk Door & Glass -Front Walk Door Jamb Trim Installation Page PA09029 AVP / PBA Wall Panel - Preassembled Walk Door and Glass -Front Walk Door - Head Trim Installation Pa9" PA09030 °Mar'1311 Door Width + 34" Ma '14 R 02 °IVlar'14 R"02 41ll installed BEFORE blanket Insulation is applied to walls 4A" I IBend 14" Tab Note: Panel position is shown with Panel Rib down 90 degrees starting 6" from Steel Line and Door on 1'-0 module. Location of Panel Rib may vary for each SideLite) 1}" o AVP/PBA Wall Panel O � Ld C U O Field measure before cutting Panel and Trim. w00x U W U QC Fastener #17A12-14 Field Notch and Bend 1}" Tab o 0 LLJ LN o C) -i UM x 1}" U (7 WY O ((� Factory attached behind Jamb Trim. Attach with SDW/Washer QQtional Jamb Trim F484 $ Jamb Trim F482 Sub -Jamb ? at 1'-0 O.C. Too View w lo L_ C� C N Fastener #14A A" x 0 0 44^ }" Bead of HW54- Tube Caulking —Y 0c> ¢ o Pop Rivet at 20" O.C. ❑ ❑ c (Header to Floor)17 Y a Q ` 0OU(n -1 c 0 0 0 0 �" 3;„ � Fastener #14A A" x �" lu, c 01 0 0 u o L- Field Cut and Remove Pop Rivet at 20" O.C. x ❑ N Scale: NOT TO SCALE ❑o Y y o Y rn a Project Engineer: Double Sided Tape Walk Door Jamb Sheet Number: R11 of 15 .« Y v 3 c� —a 3 3 I I 3" Walk Door (Not by Bldg Mfg) (Profile may vary) M iv 1n 14 I 2" Glass -Front Door Blanket Insulation Head Trim F481 I 7I 0 III II Walk Door Header I See PA09027 for Jamb Cut and remove / // / 1 03: III II Head Trim F481 (Profile may vary) Trim field cut detail remainder of front fold /// // / /� `0 0 0 o Y c _ /$3 r U 03 ^ 3 0 Field Cut Wall Panel AVP/PBA Wall Panel ❑ Y o x o. ,� a g o° o Side View at Head Trim ❑ 3 u_ 3 ❑ in o Notc Terminate Blanket Insulation Door Width °00 a " Fastener #14A d" x �" 0 M at capillary lip of Jamb Trim 1}" (+ 1'-6 for each SideLite) n 2 r I� o 0 Field flatten Trim leg when required Door Width + 31" I i (+ 1'-6 for each SideLite) o o Jamb Trim F482 (shown) CD or Optional Jamb Trim F484 I r Finish Floor Line Finish Floor Line Optional Jamb Side View at Sill Trim Trim F484 Profile Note: Panel position is shown with Panel Rib Jamb Trim F482 and starting 6" from Steel Line and Door on V-0 Note: All trim is to be Note: Field measure Door Height before Optional Jamb Trim F484 Front View Note: All trim is to be module. Location of Panel Rib may vary installed BEFORE blanket depending on the Door Width and location. installed BEFORE blanket insulation is applied to walls. making field cuts and adjust cut dimensions accordingly so that Jamb Trim fits to Head Right Jamb Trim as shown insulation is applied to walls Field measure before cutting Panel and Trim. Trim & at 11" below Finish Floor Line. Left Jamb Trim opposite hand Field Cut and Remove Head Trim F481 Front View nd View Opening Width Do not cut or � Door Width + 34" Note: All trim be (+ remove back leg (+ V-6 for each SideLite) 1}" installed BEFORE blanket Insulation is applied to walls I IBend 14" Tab Note: Panel position is shown with Panel Rib down 90 degrees starting 6" from Steel Line and Door on 1'-0 module. Location of Panel Rib may vary for each SideLite) 1}" o depending on the Door Width and location. O � Ld C U O Field measure before cutting Panel and Trim. w00x U W End Cut Detail aD (Viewed from top of Head Trim) O � Door Width + 34" Door Width + 33" (+ 1'-6 for each SideLite) (+ V-6 for each SideLite) 1}" Door Width �?a (+ V-6 for each SideLite) 1}" o Door Width (+ 1'-6 for each SideLite) 1" O � Ld C U O w00x U W U QC O J Q _,J w 0 Field Notch and Bend 1}" Tab o 0 LLJ LN o C) -i UM U (7 WY O ((� U N = W behind Jamb Trim. Attach with 0 of U U $ C/� ? ^) Fastener #14 x {l" Pop Rivet lo L_ C� C N ❑ N ZZ Q ❑� 11 El Q o 0c> ¢ Vrn z W Ln arm c :2Za= Y a Q ` 0OU(n -1 EUo6 Z 0 lu, O WaJ QZ 0 y NOJF- O -M p 3 � c nr x O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14-8-71197-1 Sheet Number: R11 of 15 Head Trim F481 I 7I 0 III II I See PA09027 for Jamb 03: III II Trim field cut detail ❑ Y c Jamb Trim F482 I ' ^ 3 III II or Optional F484 I —0 0� Fastener #14A d" x �" "� Field cut Panel Pop Rivet at 20" O.C. I� Q) 0 O 0 Z; aD O � ami ri Il �?a o w o 0 0 O � Ld C U O w00x U W U QC O J Q _,J w 0 O O o 0 LLJ LN C) -i UM U (7 WY O ((� U N = W 0 of U U C/� ? ^) lo L_ C� C N RZ �Z ZZ Q ❑� 11 El Q o 0c> ¢ Vrn z W Ln arm c :2Za= o Q ` 0OU(n -1 EUo6 Z 0 lu, O WaJ QZ C 3 y NOJF- O -M p U>co0Q O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14-8-71197-1 Sheet Number: R11 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A DoubleLok / UltraDek Fixed Eave Plate Butt against Rake Support Angle Fastener #1 -14 x 1" 12" O.C. A" P°GDLO1003 DoubleLok / UltraDek P°GDL01008 Dec'12R00 Rake Support - Fixed Eave - Parapet Rake °°`` ' R`°' Dec 12 00 Field Block out bottom leg Fastener #12A Field Cut flush a of Rake Support Angle 41" 12 x 1" P.H. DP3 wIth Steel Line (•`- Fastener #5 Je.eIrL"re (2) required at each Roof Member 6" J 4-14 x 14" Pvr 2 to 24" O.C. Fastener #5 etpN (centered in slot) tee -14 x 14Rake Support Angle n9/e Rq4°ke Rake Support Angle24" o.c. HW7722 (Utility Clip) HW7710 (Low Clip)HW7720 (High Clip)HW7664 (Hi -Thermal) Parapet Rake Ang 4 Rake Angle Rake Support Angle RA1 HW7710 (Low Clip) / Eave Strut Install Fixed Eave Plate flush with outside face of high rib of wall panels. The first Eave Plate will butt against the vertical leg of the Rake Support Angle. All of the Eave Plates may be installed at this time. Be sure to butt each Eave Plate end to end without leaving a gap between the plates. Hold 712, flush 1 Fastener " -14 x 14" 24" O.C. (centered in AWP —Eave Plate rn slot) Eave Strut Fastener #12A 12 x 1" P.H. DP3 (1) required at each Roof Member 1 }" I --1 Section "A" Eave Stru Hw7720 (High Clip) Eave Strut HW7664 (Hi -Thermal) HW7722 (Utility Clip) Note; Flat Eave Trim F2955, Detail at High Eave when required, to be installed 9 before attaching Rake Support Single Slope Building Eave Plate Shape May Vary Angle, Field Cut Parapet Rake Detail at Low Eave Angles to butt of Ridge Parapet Rake Angle RA4 without Eave Plate m Rake Support Angle Fastener #5 HW7710 (Low Clip) Stop Rake Support Angles 4"-14 x 14" Fastener #12A HW7720 (High Clip) back 24" minimum on 24" o. c. 12 x 1" P.H. DP3 HW7664 (Hi -Thermal) each side of Ridge (2) required at each Roof Member Field Cut flush i with Steel Line � i Rake Angle RA1 Eave Plate Shape May Vary `—. ' Rene Iv Detail at Building Ridge I purlln „ HW7710 4d' Rake Support Angle Flush with Eave Plate See Notch Details HW77201� Eave Plate HW7600 (Low Clip) Ecve strut 44, HW7616 (High Clip - 1") HW7654 (High Clip - 1� ) P" 04 HW7664 2- 4Angle HW7661 Hi -Thermal Clip) Butt against Parapet Rake and attach with 4J" °et° Mar'14 Fastener #1 4-14 x 1” DP3 Detail at Low Eave Notch Detail 12" o.c. with Eave Plcte UltraDek or DoubleLok Sheeting Layout Rear Eave age GDL05040 ate ev Auq'14 00 1 4 7 Gutter End Lap Installation Po9e DLO5002 2 5 Page DLO5003 ,i Sheeting °°" Jun '14 P" 04 Dec'11 D d .E 0 Direction P°°. 03 °et° Mar'14 3 6 DoubleLok /UltraDek 100'-0" Maximum -DoubleLok UltraDek Fixed Without Eave Plate O w to cel wooer Ridge / Highs'de 3 6 o 0 L2 l O0wQ Z 2 5 ::DF--U� U W Y , O a ° Sheeting -1 Gutter 13- Direction 1 4 7 o` Front Eave Each side of the roof can be installed separately or both sides simultaneously, from opposite ends or the same end. ge DoubleLokPa / UltraDek dDL02040 Tape Sealant at Low Eave D.7­7-- ec '12 R 00 Tri -Bead Tape Sealant HW504 1}" Long to Male Leg directtly over Closure Tri -Bead Tape Sealant HW504 on top and side of each closure to complete the seal at eave. Tri -Bead Tape Sealant ///-side HLong each sidede of Closure Minor Rib Tape Sealant HW512 Apply to the underside of the minor rib on the panel. Position so tape sealer will cross the Tri -Bead Tape Sealant when panel is installed. Tri -Bead Tape i Sealant HW504 DoubleLok / UltraDek - Contoured Standard and Standard Large Gutter Pe9e DL02001 " Gutter End Lap Installation Po9e DLO5002 Gutter Expansion Installation M Page DLO5003 DoubleLok / UltraDek Roof Panel - Low Sidewall Parapet P�ay ADI -230011 °°" Jun '14 P" 04 Dec'11 D R°°. 03 °M Mar'12 P°°. 03 °et° Mar'14 "°". 02 Fixed Without Eave Plate - Sheeted Wall DoubleLok /UltraDek 100'-0" Maximum -DoubleLok UltraDek Fixed Without Eave Plate O w to cel wooer (3 W U m Jau7-i w � 0) 0 o 0 L2 l O0wQ Z Parapet Cap Not Shown Fastener #17A ::DF--U� U W Y , O Gutter Expansion Gutter O o (Cap Not By Ceco) 12-14 x 14" SD w w a �U o TVVV \ Gutter Cap (See Table) N W/Washer 0 5'-7"-5" O.C. Q 0 Gutter Strap Fastener #1E > V U \ ���. (See Table) (2) Fastener #14 �ZC) o U U O Standard F246 (shown) Standard Large F289 4-14 x 1 4" LL SD W Washer / Inside Metal Closure (HW426) Tri -Bead Tape Sealant (HW504) � I \tGutter 1 Gutter End one side only y O - 1- p Outside Closure U jc'�oOQ attached with (3) Fastener #4 (8) Per 24" Panel top and bottom. See ODLO2040 Checked by. MAW 3/17/15 I Ca See P ( � Hat Channel HWh T e PBR with Tape 4-14 x J" LL SD W/Washer (7) Per 18" Panel (6) Per 12" Panel Fastener #1 I I Table) Not By Ceco Sealant HW507 (See Erection Drawings for See Sheeting 4_14 x 1" I•I on both sides Spacing) Layout (2 Per closure) �� PBR F]astener #14A e-0xa"Gutter P5'-0 max. of Tae Sealant HW507 Fastener #1E 4-14 x 14" LL SD W/Washer (8) Per 24" panel 10'-0" O.C. Fastener 14 #\ f Gutter End Ca P at each panel sidelop (7) Per 18" panel (See below for �" )above (See TableEave Roof (6) Per 12" panel Gutter Standard F2001 (shown) placement) \ er #Inside Metal P losure HW426 Large F2031 I � 2 Runs () NotMBtalCecods Y 12-14kX 1" atn3-02D.C.Standard Ta a Sealant Tube Sealant Flashing to Hat Channel HW5Bead HW504 on top. See GDL23005 or GDL23006 #17A Tape Sealant Fastener #17A 4• \Fastener I 12-14 x 14" SD W/Washer Fastener 1 -14 1' #(HW504) Between Strap and 12-14 x 14"Gutter SD W/Washer 3, I 5"-7"-5" O.C. r (2 Per closure) Roof Panel La Detail Hat Channel I Inside Closure 2" Triple Bead Tape Do NOT use pre punched holes "Optional" Outside Closure Not By Ceco i HWwith55 at PBR SealantpHW507 Sealant HW502 Fastener #4 HW456 - PBR on both sides 4-14 x �" LL HW429 - PBR (see PW05020) SD W Washer / HW460 - PBU HW465 - AVP/PBA/ (9) Fastener #14 Gutter 10J 1'-0 O.C. Vistashadow This end only (See Table) Eave Trim F2955 Gutter Expansion Cover (See Table) Without Closure #14 J\ -Wall Panel 1" Max.Fastener Minor Rib Tape Sealant HW512. J"a x A" 2" Max. Apply to the underside of the 36" O.C. Parapet Gutter minor rib on the panel. Fastener #1 position so tape sealer will With Closure Typical Spacing 4-14 X 1" at 3'-0 cross the Triple Bead Tape Fastener #14A O.C. Saddle to Eave Sealant when panel is installed. 4"o x Je 12" O.C. Gutter Gutter End Cap Expansion Expansion Cover End Cap Strut Standard F2001 F2002 (9) Fastener #14 F2003 F2004 (4) UF2O01(3) (5) F2031 4 () (4)H061(5) (5) F2108 (6) Parapet Gutter Saddle Standard Large F2031 F2032 (12) Fastener #14 F2033 F2034 t5'-0 o c Northern F2061 F2062 (12) Fastener #14 F2063 F2064 Steel Line Northern Large F2108 F2109 (16) Fastener #14 F2110 F629 (3) (4) (3) (5) Parapet Gutter over -flow outlets are not by Ceco PLEASE VERIFY DETAIL Q) o " Ma6 N � K E o M Qrz, �O U O in � c � a1 O U Si vii C j O w O O j N 0 0 O w to cel wooer (3 W U m Jau7-i w � 0) 0 o 0 L2 l O0wQ Z ❑ r^ ::DF--U� U W Y , O O o vJ w w a �U o TVVV E� Q� C N CL I Q 0 Q o > V U Z�u'1w d}< v �ZC) o U U O U U O - � U wcoQZ V? 3 y O - 1- p U jc'�oOQ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14-B-71197-1 Sheet Number.- R12 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A DoubleLok / UltraDek Roof Panel XGDL23020 DoubleLok / UltraDek GDLO1010 DoubleLok / UltraDek 'GDL01011 DoubleLok I UltraDek GDL01012 Endwall Parapet °°Mar'14R 01 Fastener Spacing at Trim to Outside Metal Closure Mar'14R 01 onside Closure JA1ay'1a oo Sealant at End Lap 'Nlay'1a R o0 6" Metal Studs Not By Ce Parapet Cap Trim 4k 41" 1 �" Cut and remove Note ll require field Pmodification t panel �j� I Not By Ceco I I11, to avoid fouling rake support. T Outside Closure ,Fastener #17A �� HW456 at PBR �12-14 x 1}" SD W/Washer with Tape Sealant 5"-7"-5" O.C. �� HW507 on both sides I Outside Metal Closure Fastener #4 l 12" Wide Panel 1 5'-0" of Tae HW442 at 12" Panel 12" x a" Hat Channel I I p With Tri -Bead Tape Sealant LL SO W/Washer Back -Up Plate Not By Ceco Sealant (HW507) at each HW504 Top and Bottom (3) per 1'-0 Panel HW7760 - 24" panel / / panel sidelap Tri -Bead Tape Sealant HW504 HW7761 - 18" panel 14" 5" 5` 5" 1�„ (must follow panel configuration) I PBR Back Panel �j HW7761 - 12" panel Inside Closure I Outside Metal Closure [� /Inside PBR I Tri -Bead Tape HW430 24" panel (shown) /with Tape Sealant F324 et Rake Flash HW507 on both sides Sealant HW504 HW432 18" panel (on top of closure) HW442 12" panel Outside Metal Closure Fastener #4 / I Tri -Bead Tape Sealant 18" Wide Panel I HW504 HW432 at 18" Panel }--14 x A" Fastener #17A With Tri -Bead Tape Sealant LL SD W/Washer �12-14 x 14" SD W/Washer Parapet Rake Cleat HW504 Tap and Bottom (4) per 1'-6 Panel Slide Back -Up Plate onto end of panel. 5"-7"-5" O.C. F292 Make sure teeth on top of Back -Up Plate /// 11" 7" 7" 7" 1�" Tri -Bead Tape Tri -Bead Tape Sealant HW504 are on top of panel. Visually check to see r` Sealant HW504 (under (between panel and closure) that holes align. Rake Angle Fastener #1E Outside Metal Closure) 4-14 x 14" LL SD W/Washer Place Tri -Bead Tape Sealant over the 2'-0 O.C. entire width of panel. It must be centered 4/ Rake Support Angle Tube Sealant de Me Low�HW7710 Between Outside Metal over pre -punched holes and following panel Outside Metal Closure Fastener #4 Closure Tabs configuration. Hi h HW7720 DoubleLok ItraDek 24" Wide Panel 9 Panel N HW430 at 24" Panel 4-14 x J" Male Leg Tri -Bead Tape 664 P With Tri -Bead Tape Sealant LL SO W/Washer Fastener #1E Sealant HW504 HW504 Top and Bottom (4) per 2'-0 Panel 4-14 x 14" LL SD W/Washer Fastener #12A 12 x 1" P.H. Trim Flashing Fastener 5 (2) required at each # (Expansion Ridge, High Side Eave, Roof Member 1/4"-14 x 1 1/4" Parapet and others) // / / � A 24" O.C. ape Sealant Tube Sealant HW540 an male leg. Fastener #4 Fill any voids around Fastener 14A panel seam on upslope 1/8" x 38"-14 x a" LL SD W/Washer • ide of outside closure. Dependent on width of Flash use Fastener #1E • (1) or (2) screws at lap locating to ' Outside Metal Closure clear Panel Rib and Rake Cleat F292 HW442 at 12" Panel 4-14 x 14" (2 provided for each lap.) • HW432 at 18" Panel LL SD W/Washer • ution i I HW430 at 24" Panel (9) 24" panel • Forcing tape sealant back into the j With Tri -Bead Tape Sealant (8) 18` panel corn I - Parapet Rake Flash Para et Rake Cleat HW504 Top and Bottom topersealalnt where it thickness needed most DoW�h�\\ I �✓ F324 I F292 (7) 12" pone) I g"�✓ Back -UP Plate (2) 1/4" beads �� I HW7760 24" panel (shown) of Tube Sealant4" bead of Roof Member be Sealant HW7769 18" panel Y(Zee shown) HW7761 12" panel LAP DETAILS -Fastener #1E Right Way Wrong Way 14" LL SO W/Washer PLEASE VERIFY DETAIL DoubleLok / UltraDek P GDL07001 DoubleLok / UltraDek P°GDL07002 Expansion Ridge Pte. FM01001 DoubleLok / UltraDek P 1-07003 Expansion Ridge °Mar'14R02 Expansion Ridge Ma '14805 Flashing End Seal Mar'14R°03 Expansion Ridge - Expansion La Cover R° p g p p Mar'14 02 Fastener #4 Standing Seam Roof Note: 4-14 x J" LL SD W/Washer Dekstrip fastners must be located where Expansion Lap (4) per 24" & 18" panel Fastener #4 y p Cover F676 (3) per 12" panel �-14 x �' LL SD W/Washer the don't penetrate the rake cleat (21Fastener L #4 ee GDL01010 for spacing (4) per 24" & 18" panel SD W/Waasher Expansion Ridge Expansion Ridge (3) per 12" panel3 in line with Flashing F675 Trim F675 - _ See GDLO1010 for spacing Step 1 Tape Sealant \\ Outside Metal Closure O 1. Expansion Ridge Flashing one end only. 2. Roof Transition Trim 28"= HW430 3. Tri -Bead Tape Sealant HW504 I o _ _ 12"= HW442 --_---- with Tri -Bead Tape O Step 2 Peak PurlinO andSealant HW5C4 Top 2 4. Deck Strip - 9" x 38" min. - -- ----_- - 5 5. Fastener #12A Pancake Head Back -Up Plate w/Sealant HW504 Expansion Ridge 1 O I 24"= HW7760 6. Fastener #4 1/4"-14 x 7/8" LL Trim F675 (38) Fastener #226 Outside Metal Closure 1 __ r11 18"= HW7769 J° HW430 24" Panel 7 U I • SD W/Washer at 2" O.0 I with x Fasteners#228d Rivets t•-- 12"= HW7761 HW432 18" Panel • • ")} \ 7. Strapping 24go x 2" Wide at Edge Of I / / HW442 12" Panel Flexible Membrane w/Tube Sealant 10 x }" Grommet washer _J • " ' S 7 HW504 (Length As Req'd) •� / Tape Sealant HW506 \ Fastener #1E • } �r , 6 8. Fastener #lE 12-14 x 1 1/4" LL / A , A" x 1" with Tube 4-14 x 14"Ek SD W/Washer w/Inside Closures and I ��ha Sealant HW54- on LL SO W/Washer ppn Tape Seal HW504 `1 kp use // top in line with (9) 24" Panel Fastener (8) 18" Panel (7) 12" Panel hid Back -Up Plate HW7760 24" Panel 7 o / HW7769 18" Panel / Expansion Ridge iR+ \_ HW7761 12" Pane f Trim F675 ` \`moo a / 04 Sym Expansion Ridge i 7" Step 3 �e� ��, �� \ Trim F675 Fastener #4 14, Panel Clip with I 2" 9. Install Wall Panel �� Qa \ Tape Sealant HW506 }-14 x J" Expansion Ridge ClipScrews LL SD W ashFlashing Fastener 226 d" x 1" perimeter (16) Required ashing F675 "-14 x _ i Well Panel # \ \�Proi of Dekstrip HW5227 r (2) per Clip i (Field Cut as Req'd) • Fastener #228 �+ \bio s^ Tube Sealant HW54_ F675-----_ /-____ _ _ - _ - - i Dekstrip \ top of Tape Sealant 2 Runs 4" Bead at o r � ' HW5227 at fastener line. Tub Sealant i 4 e Sealant HW506 U +tet Tube Sealant HW54_ � Tape 1" with Tube F675 Fk at fastener line A N \ ponsi�0 Expansion Ridge Tape Sealant HW506 neline twiS withFastener Trim F675 Fj " x 1" perimeter k„ 4„ A — - aSdip hig9P Section A of Dekstrip Note: Note: 2 O 1 Place the edge of the Dekstrip over the F675 making Expansion Joint required " Lap See GDL01011 and GDL01012 for outside closure and sure that the end of the Dekstrip is past the downhill at 100'-0" intervals. sealants installation information. edge of the Metal Outside Closure. Use Duck -Bill pliers Locate Expansion Joint to crimp the flange of the Expansion Lap Cover over between panel ribs only. Section A the Expansion Ridge Trim. Erector Note Please Provide 1/2 Gap From Bottom Of Panel To Top Of EPDM DRCE3A ENCE3A O O 0 y S � A o h N y c O) Ci C vmi C j O W "�• U h N 0 0 O L C U j U j 00 of U W U Zc cc y JLJ Q J rnO O O O 0 w Q = ' ^ C) _J � Z Y U C7 w O i UN = W C% up U 00 U U `U �U CZ N ? �2 Q r�K w El Ll U Q Z zQ uUow � } a, m id r� CZ v �Za= o Q � U , 0:::) U � III Q) O z 0 LJ V' to < 3 o _JH -rr)a=1`_ U > co O Q O Scale: NOT TO SCALE Drawn by DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14-B-71197-1 Sheet Number: R13 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A TRI -BEAD TAPE SEALER [HW -504] olnslDE CORNER TRIM (T-5241) 1/8 x 3/8 POP RIVET [FASTENER '14A] 0 6 D.C. TRI -BEAD TAPE SEALER [HW -504] ZEE CLOSURE fT-50141 x 3/8 POP RINET fLNER 114A] O.C. FA TAPE SEALER [HW -504] CLOSURE [T-5014] UL90 CLIP [HW -6400] 12-14 x 1 PANCAKE HEAD SELF -DRILLER [FASTENER 112A] (2) PER CUP LOKSEkM PANEL Q) R DP00001 yo h N °90 XFC11002 Roll Form Downspout Layout Downspout Strap Attachment To Wall Paye XFC11028 Artisan Soffit Ff"e Page XGD14002 A r'14 N 01 Artisan Soffit Detail at Fascia Fascia Artisan Soffit Start or Finishing Details A r'14 R 01 at Sheeted Wall 01 Date Rev Wall Stitch Screw (1) per F797 Gutfer W (2) per F81, F903, F1829 ?rofile l�oy vary) U 3 _J wQ�a'O § I JLII'14 04 Field Locate e f: _. 7F1829, TDownspout Wall Panel (Varies) Opening In Gutter U U N W 2 c0 U a_ astener #14 V Seal Downspout to 1/8" x 3/16" 5 Canopy Framing Not By Ceco Gutter connection with Soffit Panel Soffit Trim J Attachment UL90 CLIP HW ° R U I c a UL90 CLIP q .o I Upper Downspout F500 Fastener #14 Stucco Wall Not By Ceco -6400 0 • , . °. .. [HW -640 F313 (14'-6") " Downspout Strap 17797 (T1P) N See DP00011 For Downspout Strap J"O x A" Pop Rivet SS ' ° 12-14 x 1 PANCAKE HEAD ` 0 7D O I Lower Downspout �� 17320 (10'-6') F313 (14'— 6") 12-14 x 1 PANCAKE HEAD0] Masonry 1'-0" O.C. 3 SELF—DRILLER [FASTENER #12A] 77r I 1/8" x 3/16" SELF—DRILLER [FASTENER #12A] I (TYP. At Splice) Fastener DCJ 3/17/15 (2) PER CLIP A" x 4" Canopy Framing N3ir (2) PER CLIP Wall Attachment The engineer whose seal Not By Ceco 1'-0" O.C. for the manufacturer Kickout — F903, F1829 Not By Ceco F321 is limited Fastener #55 manufactured by manufacturer only.The undersigned 12-24 x 14" DP5 \� Main Frame record for this project. Column Fastener #24 �B x 5/8" DRCE3A ENCE3A ENDWALL SOFFIT AT STUCCO WALL Note: — — — — — — — — — 1. Refer to the building erection drawings for the spacing of the downspouts. � Nibbed Driller — — — 2. Locate all downspouts over a panel major rib if possible. 3. A field splice is required for save heights greater than W-10". Always measure the required Fastener #14 Artisan Panel length starting at the swaged end. After cutting to length, insert the swaged end of the cut A" x A" Artisan Panel downspout into the top of the lower downspout. (1) each side F797 2, VFastener Fastener #24 8 x 5/8" Soffit Trim Insert and Spacer 2" F903, F1829 Column Fastener #24 8 5/8" Fascia Sill #14 1/8 / 8 x 3 16" Nibbed Driller F18 Fascia Sill Fastener #14 1/8 x 3/16" x Nibbed Driller Trim F92 Pop Rivet 12' O.C. Trim F92 Pap Rivet 12" O.C. l ON Soffit Panel Soffit Trim 17500 Foam Closure HW465 - AVP Fastener #14 J"0 x A" Pop Rivet SS 1'-0" O.C. Fastener #4A ]-14 x J" SD W/Washer 1'-0" O.C. SIDEWALL SOFFIT AT AVP PANEL TRI -BEAD TAPE SEALER [HW -504] olnslDE CORNER TRIM (T-5241) 1/8 x 3/8 POP RIVET [FASTENER '14A] 0 6 D.C. TRI -BEAD TAPE SEALER [HW -504] ZEE CLOSURE fT-50141 x 3/8 POP RINET fLNER 114A] O.C. FA TAPE SEALER [HW -504] CLOSURE [T-5014] UL90 CLIP [HW -6400] 12-14 x 1 PANCAKE HEAD SELF -DRILLER [FASTENER 112A] (2) PER CUP LOKSEkM PANEL Q) R DP00001 yo h N " DP00011 Roll Form Downspout Layout Downspout Strap Attachment To Wall ooc. R" Ff"e P".b'14 C �QU o u c vi z-_ 01 vii C j O Ld Wall Stitch Screw (1) per F797 Gutfer W (2) per F81, F903, F1829 ?rofile l�oy vary) U 3 _J wQ�a'O § I o (D Ld Z C U �_ LJ N Field Locate e f: _. 7F1829, TDownspout Wall Panel (Varies) Opening In Gutter U U N W 2 c0 U a_ astener #14 0 0 U U Seal Downspout to 1/8" x 3/16" x w w Gutter connection with (1) each side F797 Wall Panel Attachment Tube Sealant HW54— (2) each side F81 Cl -L, c F903, F1829 .EL? 4Z L? 'z_ Upper Downspout O LjEl Lj Not provided Metal Building Manufacturer F320 (10'-6') c� a 'o > O U > 0 < • , . °. .. z u1 w a- F313 (14'-6") " Downspout Strap 17797 (T1P) N See DP00011 For Downspout Strap 14 °•• ' ° Fasteners ` 0 7D O Lower Downspout �� 17320 (10'-6') F313 (14'— 6") Downspout Strap (F797, 081 Masonry 171829, 17903) 3 (6) Fastener #14 77r 1/8" x 3/16" d>cto0¢ O (TYP. At Splice) Fastener #14 DCJ 3/17/15 Checked by. A" x 4" Project Engineer: N3ir (1) each side F797 Masonry Wall Attachment The engineer whose seal (2) each side F81Downspout for the manufacturer Kickout — F903, F1829 herein. Said F321 is limited Fastener #55 manufactured by manufacturer only.The undersigned 12-24 x 14" DP5 not the overall Main Frame record for this project. Column DRCE3A ENCE3A Downspout Strap Note: (17797, F81 1. Refer to the building erection drawings for the spacing of the downspouts. F1829, F903) 2. Locate all downspouts over a panel major rib if possible. 3. A field splice is required for save heights greater than W-10". Always measure the required Fastener #14 length starting at the swaged end. After cutting to length, insert the swaged end of the cut A" x A" downspout into the top of the lower downspout. (1) each side F797 4. Downspout straps F797 are Located at the bottom of a downspout, below a splice, and at mid (2) each side F81 point of downspout longer than 10'-6". See DP00011 for downspout strap fasteners. F903, F1829 Column Attachment TRI -BEAD TAPE SEALER [HW -504] olnslDE CORNER TRIM (T-5241) 1/8 x 3/8 POP RIVET [FASTENER '14A] 0 6 D.C. TRI -BEAD TAPE SEALER [HW -504] ZEE CLOSURE fT-50141 x 3/8 POP RINET fLNER 114A] O.C. FA TAPE SEALER [HW -504] CLOSURE [T-5014] UL90 CLIP [HW -6400] 12-14 x 1 PANCAKE HEAD SELF -DRILLER [FASTENER 112A] (2) PER CUP LOKSEkM PANEL Q) R yo h N �N U C �QU o u c vi z-_ vii C j O Ld w O W p ` U 3 _J wQ�a'O o (D Ld Z C U �_ LJ N V U w Y U U N W 2 c0 U a_ 0 0 U U � w w `U oU Cl -L, c N .EL? 4Z L? 'z_ 4 O LjEl Lj O p a 'o > O U > 0 < V U z z u1 w a- in c :.';Za= o Q ` 0 7D O III U O� U � W Q Z v? 3 vt O d>cto0¢ O Scale: NOT TO SCALE Drawn by. DCJ 3/17/15 Checked by. MAW 3/17/15 Project Engineer: Job Number: 14-B-71197-1 Sheet Number. R14 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A 2j" -E F18 Soffit Trim F500 Soffit Trim 3' N7 F2955 Flat Eave Trim ht F92 Fascia Sill Trim F675 Expansion Ridge Trim F2994 Channel Closure Trim SP -2, SP -3 Parapet Gutter End Cap 9 94" 44„ 4j„ F676 Expansion Ridge Lap Cover es Color i N <ESide Varies F3536 Angle Trim 24 2j - I I 9" BGC1 Z Parapet Gutter Saddle I� F292 Parapet Rake Cleat F679 Ridge End Cap I 0 F320 Downspout F797 Downspout Strap F321 Downspout Elbow MEu]ET F981 Channel Closure Trim 2j" T5121 Continuous Cleat �-I a- 7" Max. F324 Parapet Rake Trim J H ---------- F2001 F2001 Gutter F408 Base Trim F2002 Gutter End Cap 1" N T5225 Counterflash LV —� F481 Framed Opening Head Trim 4A" I—=— I I F482 Framed Opening Jamb Trim F2004 Gutter Expansion Cap DRCE3A ENCE3A FRAME DESCRIPTION: USER NAME: EMLacsa DATE: 1/05/15 PAGE:EW-1 En&ail EWB JOB NAME:71197A FILE: REW3BLDG1 ATH: R:\Jobs\active\Eng\14-6-71197\verOl-EMLocsa\Bldg-A\ JPPORT REACTIONS FOR EACH LOAD GROUP OTE: All reactions are in kips and kip -ft. TIME:19:33:49 REACTION NOTATIONS vl I �n I rn � vi 1 1-D 1-C I nAn MCM IP RFArTInM TART F N COLUMN LEFT COLUMN W- RIGHT COLUMN E+ EARTHQUAKE FORCE ACTING INWARD 1-D EARTHQUAKE FORCE ACTING OUTWARD D 1-C L LIVE LOAD 1-B UNKNOWN LOAD GROUP LOAD GROUP HL VL LL HR VR LR H1 V1 L1 H2 V2 L2 H3 V3 L3 W+ 0. 0. 0. 0. 0. 0. 0. 0. 2.5 0. 0. 3.8 0. 0. 1.8 W- 0. 0. 0. 0. 0. 0. 0. 0. -2.7 0. 0. -4.1 0. 0. -2.7 E+ 0. 0. 0. 0. O. 0. C. 0. 1.4 0. 0. 2.2 0. 0. 1.4 E- 0. 0. 0. 0. 0. O. 0. 0. -1.4 0. 0. -2.2 0. 0. -1.4 D 0. 0. 0. 0. 0. 0. 0. 0.3 0.4 0. 0.4 0.6 0. 0.3 0.4 L 0. 0. 0. 0. 0. 0. 0. 0. 0.3 0. 0. 0.4 0. 0. 0.3 WL+ 0. 0. 0. 0. 0. 0. 0. 0. -0.7 0. 0. -1.1 0. 0. 0. WL- 1 0. 0. 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0.1 1 0. 1 0. 0.2 -0.T0. 0. LOAD GROUP W+ DESCRIPTION WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION E+ EARTHQUAKE FORCE ACTING INWARD E- EARTHQUAKE FORCE ACTING OUTWARD D DEAD LOAD L LIVE LOAD WL+ UNKNOWN LOAD GROUP WL- UNKNOWN LOAD GROUP FRAME ID #3 USER NAME:EMLacsa DATE: 3/ 5/15 PAGE: 3-2 as 80./16./28. 20./85./0. JOB NAME:71197A FILE: frames-3-5-71r.fra JPPORT REACTIONS FOR EACH LOAD GROUP OCATION: Grldlines: 3 5 7 OTE: All reactions are In kips and kip -ft. TIME: 15:06:38 REACTION NOTATIONS 1-1 HL uL I' -t I I non rRn1IP RFAr.Tlr N TART F > - .1 S 7 COLUMN DESCRIPTION Roof Dead Load ►-E Roof Live Load COLL •-A EQ LOAD GROUP HL VL LNL HR VR LNR DL 4.0 4.5 0.0 -4.0 4.5 0.0 LL 13.1 13.4 0.0 -13.1 13.4 0.0 COLL 3.3 3.4 0.0 -3.3 3.4 0.0 EO -1.4 -0.5 0.0 -1.4 0.5 0.0 WL1 -17.8 -19.3 0.0 13.4 -15.8 0.0 WL2 -3.7 -1.5 0.0 -0.7 2.1 0.0 LWL1 -16.8 -21.7 1 0.0 1 16.8 1 -20.2 1 0.0 LWL2 -16.8 -20.2 0.0 16.8 -21.7 0.0 LWL3 -11.6 -15.6 0.0 11.6 -15.0 0.0 LWL4 -11.6 -15.0 0.0 11.6 -15.6 0.0 WL3 -13.4 -15.8 0.0 17.8 1 -19.3 0.0 WL4 0.7 2.1 0.0 3.7 -1.5 0.0 LOAD GROUP DL DESCRIPTION Roof Dead Load LL Roof Live Load COLL Roof Collateral Load EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load W1_2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load LWL2 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load FRAMEID /2 USER NAME:EMLacso DATE: 3/ 5/15 PAGE: 2-2 as 80./16./15.458 20./85./0 JOB NAME:71197A FILE:frome-1-91'r.fra UPPORT REACTIONS FOR EACH LOAD GROUP LOCATION: Gridlines: 1 9 OTE: All reactions are M kips and kip -ft. TIME: 14:59:14 REACTION NOTATIONS HL ~I •-E I non rHdnl IP RFAC.r(W TART F • - 1 Q COLUMN DESCRIPTION Roof Dead Load •-E Roof Live Load COLL •-A EQ LOAD GROUP HL VL ll HR VR LNR DL 2.5 3.0 0.0 -2.5 3.0 0.0 LL 6.9 7.4 0.0 -6.9 7.4 0.0 COLL 1.7 1.9 0.0 -1.7 1.9 0.0 EQ -1.6 -0.6 0.0 -1.6 0.6 0.0 WL1 -12.6 -13.4 0.0 6.7 -9.2 0.0 WL2 -5.9 -4.2 0.0 -0.2 -0.0 0.0 LWLi -8.3 1 -11.2 1 0.0 8.3 -10.4 0.0 LWL2 -8.3 -10.4 0.0 8.3 -11.2 0.0 LWL3 -5.8 -8.1 0.0 5.8 -7.7 0.0 LWL4 -5.8 -7.7 0.0 5.8 -8.1 0.0 WL3 -6.7 -9.2 0.0 12.8 -13.4 0.0 WL4 0.2 -0.0 0.0 5.9 -4.2 0.0 LOAD GROUP DL DESCRIPTION Roof Dead Load LL Roof Live Load COLL Roof Collateral Load EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load ll Longitudinal Primary Wind Load LWL2 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load ;- HR VR -A I FRAMEID #4 USER NAME: EMLacsa DATE: 3/ 5/15 PAGE: 4-2 as 80./16./28. 20./85./0. JOB NAME: 71197A FILE: frames-4-6Rr.fro UPPORT REACTIONS FOR EACH LOAD GROUP OCATION: Grldlinee: 4 6 OTE: All reactions are in kips and klp-ft. TIME: 15:11: 48 REACTION NOTATIONS HL HR 1'L 1VIR •-E •-A I nen rant IP RFACTInN TART F • = A R COLUMN DESCRIPTION Roof Dead Load •-E Roof Live Load COLL •-A EQ LOAD GROUP HL VL LNL HR VR LNR DL 3.6 4.5 0.0 -3.6 4.5 0.0 LL 12.8 13.4 0.0 -12.8 13.4 0.0 COLL 3.3 3.4 0.0 -3.3 3.4 0.0 EQ -1.4 -0.5 0.0 -1.4 0.5 0.0 WL1 -17.0 -19.3 0.0 12.6 -15.8 0.0 WL2 -2.9 -1.5 0.0 -1.4 2.1 0.0 LWL1 -16.8 -21.7 0.0 16.8 -20.2 0.0 LWL2 -16.8 -20.2 0.0 16.8 -21.7 0.0 LWL3 -1]2.6 .6 0.0 11.6 -15.0 0.0 LWL4 -1.0 -15.3 0.0 11.6 -15.6 0.0 WL3 -1.8 ]2.1 0.0 17.0 -19.3 0.0 WL4 2.0 2.7 0.0 5.0 -2.0 0.0 LOAD GROUP DL DESCRIPTION Roof Dead Load LL Roof Live Load COLL Roof Collateral Load EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load LWL2 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load FRAMEID #1 USER NAME:EMLocsa DATE: 3/ 5/15 PAGE: 1-2 as 80./16./28.542 20./85./0 JOB NAME:71197A FILE: frame-2-8Flr.fra UPPORT REACTIONS FOR EACH LOAD GROUP OCATION: Gridlines: 2 & 8 OTE: All reactions are In kips and kip -ft. TIME 15:05:14 REACTION NOTATIONS 1-1 HL _1VL •-E I nen rant IP RFACTRNJ TAR[ F • - 9 COLUMN DESCRIPTION Roof Dead Load •-E Roof Live Load COLL •-A EQ LOAD GROUP HL VL LNL HR VR LNR DL 4.1 4.6 0.0 -4.1 4.6 0.0 LL 13.3 13.7 0.0 -13.3 13.7 0.0 COLL 3.3 3.4 0.0 -3.3 3.4 0.0 EQ -2.1 -0.7 0.0 -2.1 0.7 0.0 WL1 -19.2 -20.2 0.0 12.3 -15.5 0.0 WL2 -5.0 -2.0 0.0 -2.0 2.7 0.0 LWL1 -17.1 1 -22.1 1 0.0 17.1 -20.6 1 0.0 LWL2-17.1 0.0 17.1 -22.1 0.0 LWL3 -11.8 -15.9 0.0 11.9 -15.3 0.0 LWL4 -11.9 -15.3 0.0 11.8 -15.9 0.0 WL3 -12.3 -15.5 0.0 19.2 -20.2 0.0 WL4 2.0 2.7 0.0 5.0 -2.0 0.0 LOAD GROUP DL DESCRIPTION Roof Dead Load LL Roof Live Load COLL Roof Collateral Load EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load LWL2 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load NOTES 1) THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAILING. 2) THE REACTIONS PROVIDED HAVE BEEN CREATED WITH THE FOLLOWING LAYOUT (UNLESS NOTED OTHERWISE). o) A REACTION TABLE IS PROVIDED WITH THE REACTIONS FOR EACH LOAD GROUP. b) RIGID FRAMES (1) GABLED BUILDINGS (a) LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE LEFT SIDE OF THE BUILDING, AS SHOWN ON THE ANCHOR ROD DRAWING, FROM THE OUTSIDE OF THE BUILDING. (b) INTERIOR COLUMNS ARE SPACED FROM LEFT SIDE TO RIGHT SIDE. (2)SINGLE SLOPE BUILDINGS (a) LEFT COLUMN IS THE LOW SIDE COLUMN. (b) RIGHT COLUMN IS THE HIGH SIDE COLUMN. (c) INTERIOR COLUMNS ARE SPACED FROM LOW SIDE TO HIGH SIDE. c) ENDWALLS (1)LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE WALL FROM THE OUTSIDE. (2)INTERIOR COLUMNS ARE SPACED FROM LEFT TO RIGHT. d) ANCHOR ROD SIZE IS DETERMINED BY SHEAR AND TENSION AT THE BOTTOM OF THE BASE PLATE. THE LENGTH OF THE ANCHOR ROD AND METHOD OF LOAD TRANSFER TO THE FOUNDATION ARE TO BE DETERMINED BY THE FOUNDATION ENGINEER. e)ANCHOR RODS ARE ASTM F1554 Gr. 36 MATERIAL UNLESS NOTED OTHERWISE ON THE ANCHOR ROD LAYOUT DRAWING. f) X -BRACING (1)ROD BRACING REACTIONS HAVE BEEN INCLUDED IN VALUES SHOWN IN THE REACTION TABLES. (2)FOR IBC AND UBC BASED BUILDING CODES, WHEN X -BRACING IS PRESENT IN THE SIDEWALL, INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RBUPEQ AND RBDWEQ) DO NOT INCLUDE THE AMPLIFICATION FACTOR, 00. (3)FOR CANADA BUILDING CODE (NBC), WHEN X -BRACING IS PRESENT IN THE SIDEWALL OR ENDWALL, INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RBUPEQ & RBDWEQ) ARE MULTIPLIED BY FORCE REDUCTION FACTOR, Rd, WHEN SPECIFIED SHORT -PERIOD SPECTRAL ACCELERATION RATIO IEFaSa(0.2) IS GREATER THAN 0.45. 3) REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD GROUP APPLIED TO THE: COLUMN. THE FOUNDATION ENGINEER WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN ACCORDANCE W7H THE BUILDING CODE AND DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. a) FOR PROJECTS USING ULTIMATE DESIGN WIND SPEEDS SUCH AS 2012 IBC OR 2010 FLORIDA BUILDING CODE, THE WIND LOAD REACTIONS ARE AT A STRENGTH VALUE WITH A LOAD FACTOR OF 1.0. THE MANUFACTURER DOES NOT PROVIDE "MAXIMUM" LOAD COMBINATION REACTIONS. HOWEVER, THE INDIVIDUAL LOAD REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS/HER DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION DESIGN. HR i VR •-A N O O C O .O N D; O � cz�o rri cl- O U C O tit O U Si UN C jO W vi ¢moi O� O O35_J LLJ C U 000 0:: > U W U 6:_J n J o 0 E w0'�o o 0 LLJ y Z = �-_J U U LLJ Y ^` UNSLd 0 tD U a_ C� U U J +� U h `U oU C cN Q D� roQD rn> W U Q 0) M 2 � m c 1MZa= 0- o e `0jUV1 O III O W O z a 0 Q Z 3 y NOJI- U>(D0¢ O Scale: NOT TO SCALE Drawn by. TDS 3/6/15 Checked by RAW 3/9/15 Project Engineer- EML Job Number: 14-9-71197-1 Sheet Number: F3 of 4 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Richard F. Williamson, P.E. California P.E. 35756 DRCE3A ENCE3A Mar 1P/2015 IMPORTANT T1 _ - Intl[ P ii IN 11a735,12111 Pheenit, A11P11114511 NOUetn l)(171,71111111 k'-. pyo ,s. IN 801,11` 1224 READ THIS MANUAL COMPLETELY PRIOR TO BEGINNING THE INSTALLATION OF H: t1 System Not Recommended _r/ y� " THE Ultra-Dek® ROOFING SYSTEM. ROOFING SYSTEM Phoe,nx AZ III 1111114 Thermal Spacer Not Recommended Features And Benefits. , ....._ ...... ....... ..... . .......... ............... UD -2 IF THERE IS A CONFLICT BETWEEN PROJECT ERECTION DRAWINGS PROVIDED ENGINEERING L bb ek,l%EJ' - 1::4 OR APPROVED BY THE MANUFACTURER AND DETAILS IN THIS MANUAL, PROJECT Real' This Firs _ ...... . - . UD -3 ERECTION DRAWINGS WILL TAKE PRECEDENCE. UL 90 Crnst pct an Numbc , End ractary vulture! Windstorm Ratings ........... .............. ............. 2 ... ICBOApprmai...................................................................._.......................,............_.............................................,.,..._._.._........uD-4 ........ ......._.. .._ ......UL` -4 Class A 24 Section Propertl s Load Tables.. ... ._ _ .. .. .. .... .. ...... 222_2.. ... UD -5 - 6 Rema, NY See 9 622,4 18 Section Pro.a (ties: Load Tables . ..... 2222 2222 2222 2222 ........._ .. .. ... .� _2222 2222.. 2222. ....t1D-7 - 8 Ro,ne. N d 2c, 12 Section Propertiesi-oad Tables. _._...... ....... _..........__...22_2__2. _......... .... ....... ...... .......... .... ...... ..... .._..... .... 2,22.. UD -9 - 10 Adagio, GA ] 1 .4 SPECIFICATIONS Ronne. NY 5 '. 224 Ice Dam Disclaimer For Meiai Roofing............ .... ...___2222.. .... .... . .,.UD -t1-16 ^wait Lakc G y t r tM 'r)42404 San Antuna T%N 15--dn1 GENERAL GENERAL INFORMATION U �hnme C ty, OK R( -: r; RilC D ata NE 60.�=.Su-6221. NCI designs H's standing seam roofs to meet the load requirements dictated by governing codes and project specifca- General Description..__.... .......... .....__.__.. .. __ ... 2222 ... ..................._...... UD -17 kions, including applicable snow loads, However, NCI expressly disclaims responsibilty for weathertightness or roof point Product Checklist ..... .................... ......... ...........-... .... ....... 1-10-16 -- 25 loading issues or other hazards resulting from ice dam situatiors. Any Lme ice and snow can melt on the main body of the Preparatory Requaomenls......._..,........._..................................... ..................... ....... .............. .............. ................. ..................... _............ UD -26 roof and refreeze at the eave or in the shadow of an adjacent wall, an ice dam Tifuaton may develop. In addition to local unloading .... ........ ......... ... .............._............. ..... ........ .._......... __.__....... __................... __ .__...__......._-_.__...UD-27 climate, ice dam formation is affected by many other factors, including but not limited to. roof insulation R value, roof panel Handling & Storage.........................._..,........,......,.,...................................................,....,.,..................................,....,..........,..,................UD-28 MCtrdl Roof and Wall S;IVtei s color, irt=rior temperature of budding. heater location in buildingeave overhangs, parapet walls, shading of building roof ERECTION SEQUENCE Class 4 areas from adjacent trees., parapets, buildings, etc. These factors are design and maintenance issues and are outside the Step 1 — Rake Support .............................................. ........_._.,,...................... ................... ... ..................................... ...... ....... 2222.,. UD -29 control of NCI. NCt specifically disclaims any liability for damage due to ice dam formation, although the following issues step 2 — Lew System Eava...... .._. .__......_ 2 2 2.2.. _............._......... _.___......... _..__...._..., ........, .. 2 2.2.._2.... UD -30 should be taken into consideration concerning standing seem roofs Installed in freezing climates: Step 2A ... Low Sys End Eave! Metal Inside Closure ..................... ............... ..... ............................... ._......_...._.................. ............... UD -31 Class A Step2B- High System Eave.......... ..... ................_............... _.._......._......................... ....... ......... .......... ....................... _-................ UD -32 • Always use field seamed panels. These machine -folded seams are more durable when subjected to occasional - Step 2C - High System Eave; l letal Inslce Closure ..............222...._..... 2 ........................................................._ _........ _............ _222.2 .. UD -33 icing. Stop 3....- Thermal Spacer (for high systens on!y)...,,_.,-.................-..................._...........................,.............................................UD34 Class 4 Class A Step4— First Parol ................ ....................... .......................... .................... ......._.................... ................................ .........,...... UD35-3b Eliminate "cold" eave overhangs and parapet wails from the building design Roof overhangs outside the heated Step 5— Back -Up Plate,._ ............................................. .... .... .... .-........ ........... .............................. ..._..............................._...UD -37 envefo e of the building will tend to be colder than the roof areas over the heated envelope. Simple roof designs Step 6— Clip Instailat l .............. ...................................... .........................................._............ ..,.,..,, .................... ................... ..., UD -36 are preferred. Parapet walls at the eave allow ice and snow to collect due to shading effects and the lower roof Step 7 — Endla? Panel ..............................-............ ......... ............. ....... ....... .. _............. .. ........ .......... UD -39 temperatures caused thereby, Step 8-.._ Standard Endlap......._.._-................ ............._...._.-..._....._........_-...............,..........._.....................................-..........._ 1_041 5'-014:1` Step9— R;dga Panel.................................................................-.........,,......................................................_................................ UD -41 • Make sure the interior of the building is adequately insulated and the heating is properly distributed. Inadoquate Step 10— Si,bsequent Runs Eave . ___222 2. ._ .___ ___... _2222__.. 2222 ._.__-.. __2.2_22.. 2222__._. 110 42 insulation in the roof and/or improper heat distribution causes heat flow though the main body of the root. On days Shap 11 -- Subsequent Runs Endiap.......... ...................._.....-........................._.....................-........................................_........__... UD43 when the temperature is below freezing, this heat gain can cause ice and snow to melt and refreeze at the eave Step 12— Subsequent Runs Ridge._....................................._.........._....................._..._...............,....._..._............ _....................... UD -44 where the roof is colder. Seep 13— Last Panel Run .__.. . 2___222. 2 2_ 2_2._ ... ___.._-...___ _2_222._ ._....__.... 222__2_. UD -45 Step13A- Last Panel Run (Optional) ......_......................................................................................................................................... UD -46 • Lay out the building to prevent the eaves and other roof areas from being shaded during the winter. This may mean Step 14— Outside Closure................................................................................................................................................................ UD47 elimin ting adjacent trees rreconsidering roof geometries. SPECIAL ERECTION TECHNIQUES Consider using sett -regulating heating cables at the eaves to mitigate the effects of we dams. Roca nmended Erection Practices ...-_ . - 22.2 2 ...... _.. .... . .......... ... .2 2 .2 2 ..... - UD -48-50 Light Transmitting Panel Trim Installation (Optional) . ............ .2 2 2 2 .. .. .. ... ... ... .. UD -51 • On building designs using attics, aver -insulate the attic floor and provide adequate ventilation in the attic, This will Field Located LIP Installation ........., . 2 2...... ..... 22.... .......................... 2 2 22 2 2 22_. .. ..... .-.......... ..... .. ... UD -52 - 56 reduce heat transfer through the roof resulting in more consistent roof temperatures between eave and field of Ridge Ricitor . 2222. 2222. ... ... 2 222. 22_2 2 ..... Rio .. -. 2222 2222._ ..__. . _. _. ..._ 2222. Vented ye .. 2222 .. LID 57 - 55 2222 ., . .. UD -60 roof. htid Sl.pe Fixed Condition, .. • Increase the degree of diligence with respect to underiayment materials at roof areas prone to icing. This may Root Curb Installation ... ... ... ... ... . LID 62 - 68 include valleys, eaves- dormers and roof areas near dormers, and the like where shading may occur. P III Penetration Insttalion ... .. ..... 2_222. 2222. . 2 . 2 222., ..., _. UD -fig -70 parapets Forair Can On Damaged Ultra-DekC, Seams . _... .......... .....2.2 ._2 .2 ...... ............ ............ ............. UD -71 For more information on this subject, please refer to the MCA -s Metal Roof Design For Cold Climates manual. S-511 Ultra-Dek ' lallnd Clamps...,_............................................................-............,._..........................,................................................. UD -72 DESIGN Thin Details EaveTo Endlap... .... ....... _.. ............ _.. ......,..... ........ ..._.................... ............ 2._2__22._. ...... .... 2222. ......_.._ UD -73 Ridge .. 2222. . _. .. UD -74 Floating Peak Box- .. ...... .................. .._ ............ ......... . . UD -75 Z)Copyright NCI Group, Inc. 2014 Ali Rights Reserved.. 01-14i311M Rake 2 2 2 2 .. _2 2 22 2222 . .. ........... _.. ........... 2 22 2 ... 2 222. ..., .. 2222. _..... UD -76 Rake To Rake ... ... ... ... .. .... .. UD -77 Rake Parapet .......... .. .... ...... .............. 2222... .. _... .., .. 2222 UD -78 Descriptions and specifications contained herein were in effect at the time this publication was approved for printing. In a con- high Eave Parapet . 2 22 2 ...... 2222.. .. UD -7g tinuing effort to refine and improve products, the manufacturer reserves the right to discontinue products at any time or change Eave........... ............... ........................._.......,.............,......,................................_.........._......._.._.......................,.,...... UD -80 specifications and/or designs without incurring obligation. To insure you have the latest Information available, please Hip _. 2 2 22 .. 2 2 2 2 ... 2 222 ........ ..._ 2 2 22. .. ... ... 2 22 2 .UD -8t inquire. Application details in this manual may not be appropriate for all environmental conditions, building designs, or panel valley .. 2222 22 22 .. . .......... . .. ............. .. . 2 222 .........,......, ... ................ profiles. Projects should be engineered to conform to applicable building codes, regulations, and accepted industry practices. GENERAL INFORMATION Insulation is not shown in these details for clarity, Proper Handling, Storage and Maintenance ............... .......... .............. .................. ...._..........,....... ........ ............. 22_............. 22............. UD -83 - 84 EFFECTIVE APRIL]. 2,114 sEE www.—Loom FOR CURRENT INFORMATION SL-aJEC1'O GRANGE w!THOIIT NOnCE 1.10}1 'r•q tea H s Ix 11: STY' Intl[ P ii IN 11a735,12111 Pheenit, A11P11114511 NOUetn l)(171,71111111 k'-. pyo ,s. IN 801,11` 1224 Phuen "1 1- 111-2,11 H: t1 System Not Recommended _r/ y� " Noua:^n TX D]. ] J�E229 Indrinavulru IN d --6224 Phoe,nx AZ III 1111114 Thermal Spacer Not Recommended Atl .i, GA III— 2^1 hill, k TX1 it", 2A R. chmoaE VA vl f,e.. Ake G4�V -4,' I2,24 L bb ek,l%EJ' - 1::4 Hiehmo d VAA -' 1: ,22E 24 min. i Atlei, GA i9' f-1 L-- rX 4 N 1.'3 H'chmo d YAR (1 i'+fi;.'<s Class A A ig, 1371-512-6224 Mumph' TN Er'2GE i Rema, NY See 9 622,4 Allan a. GA 877 3<24 k pt' TN l* 0 -s Ro,ne. N d 2c, Operi Framing Class 4 Adagio, GA ] 1 .4 Nl t' TN AU 23 6224 Ronne. NY 5 '. 224 V.Y A t CA 2 f ;,/4 Daila s, TX d-- 653-E224 nkl CTy. OK 3T � 324 Omaha, Ne E-", 11c 1224 ^wait Lakc G y t r tM 'r)42404 San Antuna T%N 15--dn1 Atwater CA 4 H Hl . ':14 Daiiaa TX S O SEI 622.1 U �hnme C ty, OK R( -: r; RilC D ata NE 60.�=.Su-6221. Sak La CifY i i 4:i��8 1 .`5'M San Ant�n�o TX IN 1;d 1224 /a� v (� L/ to Aiwa r. CA 1 rot ,23 aa!las. TX Yb bid i..-4 (eu.."me GR GN NJi ?A'%5214 Y O,nai:a HE AOf- Ib. 6224 Safi Luk CN NT ) 8 4,114 Y 8—Ari—iii T%.0) 50dn224 Afetal Roofand tt`irll Syslem_c Plywood Class 4 Class A Class 90 303E 24 Heim Roof and III ,Svitire zs MCtrdl Roof and Wall S;IVtei s 5'-0" Composite Class 4 FEATURES Aet^`D BENEFITS 1, DrES?GN IN."IEGRITY The Ultra-DekO roof system begins and ends in the high, reducing the risk of leakage at the rake that can occur when finishing in the low. The panel seam is sealed with a factoryapplied hot -melt mastic, a superior grade to mastics applied in the field. 2.. FLOATING ROOF The Ultra-Dekle roof was designed to cope with the forces of expansion and contraction. This is accomplished by allowing the panels to freely move up and down the roof slope. Due to this design feature, the system offers no dia- phragm capabilities or puffin stability. 3. SLI NG CLIPS 2" Sliding Clips are available providing 1114" moverment in Each direction. Sliding clips are also avail lbife in high and low versions, which provides a Sly" clearance or a 1 3t3" clearance. allowing for a variety of thermal spacer and insula- tion thickness combinations. 4: 0L CLASS R1 RA;TIW, The Ultra -Dek'I roof systern has 10 different UL Class 90 construction numbers, each of which is available with sev- eral options. FIRE RESi T7NCE RATINGS The roof system qualifies for use in several UL. design assemblies and carries a UL. "Class A" fire rating. 6, SIMPLICITY No field seaming is required. The panels simply srap together forming a self-locking seal. r, FLEXIBir-ITYr The Ultra -Delo roof system offers welcome flexibility to the erector. Wa' covering can be erected before or after the roof is installed. Panel installation is an uninterrupted procedure. a. FAST: OF INSTALLATION! The erector has the option to install each side of the roof separately or both sides simultaneously, which greatly increas- es the speed and convenience of erection. Being reversible end -for -end, sheets do riot have to be special ordered for each side of the building. No field notching of panels at endlaps or ridge: is required. 9, FO RGGAIINC> SYSTEM The U itra-De kf% system design allows for the roof to be finished in the `high" when an out -of -square condition or other factors cause the roof to terminate up to 4" out of modu e. !ft, Bk,i1LDRpG LENGTH Odd, as well as even, footage buildings can be terminated at a major rib with the use of our 12" and 18" panel or at other odd widths by field bending the pane:. Panel width availability is limited to specific fabrication facilities. 11 PREPUNCH '.D PANELS All COMPO NE N I S The prepunched system, combined with self -engaging back-up plates, assures panel module and speeds roof installa- tion. ,2. DRRA sILITY Every unpainted panel is manufactured from Galvalume Plus'", your assurance of the manufacturer's commitment to quality. ,,,i, COLOR AND rl. ISHEi. U Itra-Delo is available in a tide: variety of popular colors in three different pa�i:'1t systems. Ultra -Dolly is a registered trademark of Meta': Build': ng Components, L.P. Gaivalume PluslV is a registered trademark of DISC International, Inc. Vise -Grip` is a registered trademark of American Tool Companies, Inc. UU-2 S'cL NIOR.—TIC, 1trklt CT TOLHAN',ii_-'nt4OUi N07l1.;E L.FFECTI'VEARRIL7.. 1014 CAUTION A„.,� SE E,,r i .lod, ,.,.d o I!�t .: p ..1 2`=, t b,i <_:U;:.” all :.i,.r r?'£, to �.,f Cil_. tg.ili e.i.: - as - O I t2;. - _ r i .t, a„ rt,:..! to t e i ,Y- .3. .: r,., or u ( . f�n :d tie CAUTION ION "tra reek- in or .p, 0!,v _ "ia In order to design, quote or order an Ultra -De kc roof system, you must determine which system you need, based on b'uildien width and irs ela- tion recuirements. Low Fixed System - Double slope buildings 200' wide or less and single siape buildings 100' wide or less, with or'without a 1;'e thermat spacer. See Insulationn'hermal Spacer Selection Chart below. High Fixed System - Double slope buildings 200' vide or less and single slope buildings 100' wide or less, with'%", W, or 1` thermal spacers. See lnsulationlThermal Spacer Selection Chart below. Fixed systems utilize fixed caps that do not allow the I panels to float on the substructure, For this reason, use fixed systems only on pre-engi- neued metal building, with purlins, su''iect to the building width restrictions outlined above. Do not use fixed systems on buildings with bar joist construction, wood decks or metal decks. Low Floating System - Double slope buildings over 200' wide Or single slope buildings over 100' wide, with or without 31i!' thermal spacer. See Ins ulationlThermal Spacer Selection Chart below. High Floating System - Double slope buildings over 200' wide or single slope buildings over 100' wide, with 'W, War V thermal spacer. See Insulation,?hermal Spacer Selection Chart below. Thermal calculations should be performed for each project to ensure that the thermal movement of the roof is not greater than the float- ing clip's capacity. Various densities of blanket insulation may affect the installation and or the appearance of a metal roof system. The installer is responsible for selecting the proper clip and thermal spacer for their conditions. NOTES: 1. As with all standing seam roof systems, sound attenuation fexan,ple, blanket insulation) is re.ouired between the panel and the sub- structure to prevent 'roof rurrthie- during windy conditions. Some composite roof systems may require additional acoustical con- sideration to ensure that thermal vibration noises are isolated from the building interior. Contact your architect Indian engi- neer for proper acoustical design. 2. A vapor retarder may be nessary to protect roofing cornpooents when high interior humidity is a factor. The need for a vapor retarder, as well as the type, pincement and location %houlc be de engined by a architect or engineer. The following are example f ,on nrs th°:t may require a vapor retarder (A) Proc ect who n ouside winter temperatures below 4(` F are anticipated and where peerage win- III,- interior relative humidity of 4Fr', or greater is expected. fe) Bueding usages with high humidity interiors, such as indoor smrnrring poufs, textile manufacturing operations, food, paper or other wet-procass industrial plans. (C) Construction Elements that my release moisture anter the rood Is installed, such as interior concrete and masonry, plaster tIishes ad fue; burning heaters EF rEC I \L A'R'L 201"t SEE SUBJECT TO CHAN .r: WIT:KUl NOTICE. L'C., Ultra-Dekii) Construction Number InsulationlThermal Spacer Selection Chart Insulation Thickness Low System High System No Insulation ?'fit' Thermal Spacer H: t1 System Not Recommended 3" Insuiat!on Th(;rrnai Spacer Not Recommended V Thermal Spacer Recommended_ 4" Insulation Thermal Spacer Not Recommended %" Thermal Spacer Recommended 6" Insu€at!on Low Svstem Not Recommended W Thermal SpacerRecommended NOTES: 1. As with all standing seam roof systems, sound attenuation fexan,ple, blanket insulation) is re.ouired between the panel and the sub- structure to prevent 'roof rurrthie- during windy conditions. Some composite roof systems may require additional acoustical con- sideration to ensure that thermal vibration noises are isolated from the building interior. Contact your architect Indian engi- neer for proper acoustical design. 2. A vapor retarder may be nessary to protect roofing cornpooents when high interior humidity is a factor. The need for a vapor retarder, as well as the type, pincement and location %houlc be de engined by a architect or engineer. The following are example f ,on nrs th°:t may require a vapor retarder (A) Proc ect who n ouside winter temperatures below 4(` F are anticipated and where peerage win- III,- interior relative humidity of 4Fr', or greater is expected. fe) Bueding usages with high humidity interiors, such as indoor smrnrring poufs, textile manufacturing operations, food, paper or other wet-procass industrial plans. (C) Construction Elements that my release moisture anter the rood Is installed, such as interior concrete and masonry, plaster tIishes ad fue; burning heaters EF rEC I \L A'R'L 201"t SEE SUBJECT TO CHAN .r: WIT:KUl NOTICE. L'C., Ultra-Dekii) Construction Number Panel Width (In.) Gauge Clip Clip Type Spacing Substrate UL -2218 Impact Resistance UL -263 Fire Rating UL -580 Rating 165 24 24 min, B 54" Open Framing Class 4 Class A Class 90 1806 24 24 min. A 5'-01, Composite Class 4 Class A Class 90 205 24 24 min. A 5-0" Operi Framing Class 4 Class A Class 90 205A 24 24 min. B 5'-0" Ones Framing Class 4 Class A Class 90 286 24 26 min. A 5'-0" Plywood Class 4 Class A Class 90 303E 24 24 min. A 5'-0" Composite Class 4 Class A Class 90 534 24 24 min, B 5'-01.4' Open Framing Class 4 Class A Class 90 5:35 24 24 min. A 5'-OIA" Open Framing Class 4 Class A Class 90 536 24 24 min. B 5-0" Composite Class 4 Class A Class 90 537 24 24 min. B 5'-014:1` Composite Class 4 Class A Class 90 541 24 26 min. B 5-0" Plywood Class 4 Class A Class 90 Clip Type: A (Fixed, Sliding): B (Sliding); C (Utility). NOTES: 1. Wind uplift test procedures are in accordance with Underwriters Laboratories Standard UL -580 under "Tests For Uplift Resistance of Roof Assemblies". 2. A detailed installation method is available for each Construction Number above and can be found in the UL Roofing Materials and Systems Directory or at http ;riwunm.ul.com. The panels must be installed in a certain manner to achieve the published results. 3. The, panel qualifies for a Class A fire rating in compliance with Underwriters Laboratories Standard UL -263. 4. The panel system is listed under the following Fire Resistance Design Numbers: P225, P227, P230, P237, P265. P268, P508, P510, P512, P701, P711, P717, P720, P722, P726, P731, P734. P736, P801, P803, P814, P815, and P819. Refer to the UL Fire Resistance Directory for specific construction methods and hourly ratings. 5. Ultra -Delo panels carry a Class 4 rating under UL -2218 "Test Standard For Impact Resistance." FLORIDA BUILDING CODE PRODUCT APPROVAL tfl,ral' RtRc Systc rsc S t ll,� r: r, �t � b. .4. -..s -"i3O - .ro:a r k.:c:m If mod. VU -t SEL -rbc Loom F Or+. C RRE NT INFO111,1A'I ION SUEJI:.; - ['.` ['RANGE w'n�OUT NOi'ICE EFF M iVE AhRL 7, 261:4 a U 1� C 0 4 U in N O N N ^M c'KZ E o NDo CLN O 0 r^� U LV o o O y c O � U C3 d:: ° I° vQ Z Ll Z Sheet Number: ULD1 of 15 1 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A U 0 c c 0 r^� U LV o L, M� O � U Qi z vQ Z �o I W 3 y o v w Scale: NOT TO SCALE Drown by. Checked by. Project Engineer.- ngineer:Job JobNumber. • Erection Guide Sheet Number: ULD1 of 15 1 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A 24' R 24" C 3" � U _4 to Q)ALLOWABLE UNIFORM LOADS iN POUNDS PER SQUARE FOOT 0 NEGATIVE BENDING POSITIVE BENDING SECTION PROPERTIES Ixe Sxe Maxo Ixe Sxe 2222 ..__...-_. PANEL _...._..__..._.__ ..............2..2..2...2_..._....--- Fy WEIGHT NEGATIVE BENDING . �_ _-_ .2222. -.__. Ixe Sxe Maxo POSITIVE BENDING _.._.._._.._.._.._.._.._r............._....._.___.. .2222__ Ixe Sxe Maxo GAUGE (,KSI) (PSF) (IN.4/FT.) (KIP -IN.) (INA/FT.) (I1,1.3IFT.) (KIP -IN.) 26 50 1.02 0.1025 0.0694 2.0764 U 0.0901 22....22_.....-_... 2.6987 24 ___..__-....__.._..._.._._._..._.. 50 1.23 Housh:n. TX 7 7 ' E,'<'4 intli R 6 IN illi: 35.11.'24 PNoan x A7 66 ,1 _F Fr,; stop TX d : (:.^<d 1 d' { I IN 1622 1 PI iae= AZ 3Y 1 222M1 M 50 1.56 HctlAtrm TX 1' .'221 India pd IN Ph--, A7 4Ab 3-r 24 0.1504 45020 81.6 At, 1 GA d=: 4 bl d Lu66 k 1X ,Oi 753.r;224 Richmond VA 'U4 Acel GA re C2 1 bh k. Tx , f 2 Richet tl VAE0,3 6214 '22.4 104.9 71.6 .,10, GA iP 54 Luhb k TX 810 5 224 N,:chmond W, i- _. 64.6 53.4 !24 Gauge (Fy = 50 KSI) At ants, GA 12 -.-:1 Ma ph' TN NU :6 ''4 Rame,NYd 55 6 At .inti GAN 2 d N P' TN310-21-21 Ra ria 114 1,-1f _ 3.0 \ Allam, GA9 -r .!• Ma kM1 TI 10,1 Rome, NY bfV 59 24a� 3111, Lake C UT V 3711-1491 3.0 3.5 /Rl Af r 11. CA r 0 121 Okih . Ci OK H G 7 r224 Sait Lako G UT O C N, 4-211:4 Atwrto CA 9311 Ok L"ry OK 611 .3' 62^.4 Snit L C UT G 9112455 -_- 2'049 2.....222-_...-.. 170.0 `V AMaicr, CA U 4 :.' <^. Uk C . OK 9C .i . _ s'an Mnary TX W..:34-517,4 92.3 j r JR t 0 Dallas, TX MII_f.i. 6, 2. Omaha, NF 100-3-1124 $nn Antonia Tx .t .1N 41 ! k, Da11aa. T% 0 `. Orml,. NF. 9't.gv �E224 5.11 Ar o, TX 6.:..:.`19.6224 438 759 1 62.8 Dallas, T%8.' -61-224 Or aha, NF :14.10 ,1,71 a 145 .7 145.7 127. ,5 ._.......__.- 1`?^,.5 Roof It Systerxs 94.9 2..2..22..- 88.6 78.4 .._.._._.._.... 73.2 122 Gauge (Fy = 50 KSI} 170.0 illerul Roof anil Il'rtll SYstems 118.6 98.0 22 Gauge (Fy = 50 KSI) ' 4 -SPAN LIVE 22 Gauge (Fy = 50 KSI) 4n80 Aleut Rooj'and Yba11 :Svstttms d'letal and 3.0 3.5 SPAN IN FEET 4.0 4.5 5.0 5.5 I SINGLE LIVE 296.9 241.5 212.1 if35.6 148.2 1201 99.2 2 -SPAN LIVE I 247.5 212.1 166.2 i I 87.9 3 -SPAN LIVE 2969 247.5 I 185.6 164.1 7329 109.9 4 -SPAN LIVE j 296.9 Ultra-Dekg PANEL 2212.1 185.6 153.2 Ultra -Doke PANEL 102.6 2828 Ultra -Delo PANEL 204.7 165.8 137.0 24" Coverage 24" Coverage 18" Coverage 24' R 24" C 3" � U _4 to Q)ALLOWABLE UNIFORM LOADS iN POUNDS PER SQUARE FOOT 0 NOTES: 1, AI! .alculatfons for the properties of Ultra-Dek panels are calculated in accordance with •he 2012 ecthen of the North An?erican Spedflca6on For Design Of Cold-FooTud Steel Structural Members. 2. Ixe is for defIccron deh rnn:nalion. 3. Sxe is for pending. 4. Maxo is allowable bending moment. 5. All values are for one foot of par,C,,I Vidth. The: Engineering data contained herein is for the expressed use of customers and desia.n professionals. Along with this datait is recommended that the des!unp rotessional have a copy of the most currant version of the North America: Spec,l..i.ahon for the Design of Cold -Formed Steel. Stnlcturl Members published by the American Iron and Steel institute to facilitate design. This S• eclffaLc4r ronkms the de.1 3 r clitoris for co ld- formed steel componentsAlong with the Specification, the designer should reference the most urrant building code app;i^..able to the project jobsite in order 1,l determine environmental loads. If further inforrnaUnn or g.lidance regarding COIL -forme;' design practices is desired, please contact the manufacturer, EFFE, I WE APRIL 7, 2014 SF F'www. mbaicoln FU p uRRENT I111014 She ("T 10 C. AN.aE f1 H=I'C7.OIIC'E uU-0 126 Gauges a (Fy = 50 KSI) NEGATIVE BENDING POSITIVE BENDING SECTION PROPERTIES Ixe Sxe Maxo Ixe Sxe 2222 ..__...-_. PANEL _...._..__..._.__ ..............2..2..2...2_..._....--- Fy WEIGHT NEGATIVE BENDING . �_ _-_ .2222. -.__. Ixe Sxe Maxo POSITIVE BENDING _.._.._._.._.._.._.._.._r............._....._.___.. .2222__ Ixe Sxe Maxo GAUGE (,KSI) (PSF) (IN.4/FT.) (KIP -IN.) (INA/FT.) (I1,1.3IFT.) (KIP -IN.) 26 50 1.02 0.1025 0.0694 2.0764 0.2202 2..2.2...2......_... 0.0901 22....22_.....-_... 2.6987 24 ___..__-....__.._..._.._._._..._.. 50 1.23 __ 0.1355 0.0951 2.8477 0.2803 0.1156 3.4612 22 50 1.56 0.1837 1 0.1332 3.9877 0.3640 0.1504 45020 NOTES: 1, AI! .alculatfons for the properties of Ultra-Dek panels are calculated in accordance with •he 2012 ecthen of the North An?erican Spedflca6on For Design Of Cold-FooTud Steel Structural Members. 2. Ixe is for defIccron deh rnn:nalion. 3. Sxe is for pending. 4. Maxo is allowable bending moment. 5. All values are for one foot of par,C,,I Vidth. The: Engineering data contained herein is for the expressed use of customers and desia.n professionals. Along with this datait is recommended that the des!unp rotessional have a copy of the most currant version of the North America: Spec,l..i.ahon for the Design of Cold -Formed Steel. Stnlcturl Members published by the American Iron and Steel institute to facilitate design. This S• eclffaLc4r ronkms the de.1 3 r clitoris for co ld- formed steel componentsAlong with the Specification, the designer should reference the most urrant building code app;i^..able to the project jobsite in order 1,l determine environmental loads. If further inforrnaUnn or g.lidance regarding COIL -forme;' design practices is desired, please contact the manufacturer, EFFE, I WE APRIL 7, 2014 SF F'www. mbaicoln FU p uRRENT I111014 She ("T 10 C. AN.aE f1 H=I'C7.OIIC'E uU-0 126 Gauges a (Fy = 50 KSI) NEGATIVE BENDING POSITIVE BENDING PANEL Fy WEIGHT Ixe Sxe Maxo Ixe Sxe NlaX0 SPAN TYPE LOAD TYPE-- 2.5 3.0 3.5 SPAN IN FEET d.0 4.5 5.0 5.5 SINGLE LIVE 1116.9 122.4 104.9 0.1273 3.8115 0.3372 91,8 81.6 72.1, ---..2222............ 5:1.5 2 -SPAN LIVE - 146.9 ---..2..22...2......._............---.__....-_.-.. 122.4 104.9 91.6 86.5 68.4 55.4 4'_=.8 3 -SPAN LIVE 146.9 12{".4 104,9 92.7 91,P, 81.6 89.2 I 57,2 4 -SPAN LIVE 146.9 '22.4 104.9 71.6 91.8 79.8 64.6 53.4 !24 Gauge (Fy = 50 KSI) 209.8 161.5 127.6 SPAN TYPE 1 LOAD TYPE _ 3.0 --'- � 3.5 SPAN TYPE LOAD TYPE 2.5 3.0 3.5 SPAN IN FEET 4.0 4,5 5.0 --..2.22.2.__..-.. 5.5 .. SINGLE LIVE -_- 2'049 2.....222-_...-.. 170.0 145.7 127.5 113.3 92.3 j 76,3 2 -SPAN LIVE 204.0 170.0 145.7 118.7 438 759 1 62.8 3 -SPAN LIVE _..__......_...,_..-._...._-.._.-..._ 4 -SPAN LIVE_ 204.0 170.0 _._...._......_...__..._...._...._.__._...._..............................._.._.._ 204.0 170.6 145 .7 145.7 127. ,5 ._.......__.- 1`?^,.5 113.3 ..-.._..-.._.. 109.4 94.9 2..2..22..- 88.6 78.4 .._.._._.._.... 73.2 122 Gauge (Fy = 50 KSI} 170.0 146.5 I 118.6 98.0 22 Gauge (Fy = 50 KSI) ' 4 -SPAN LIVE 22 Gauge (Fy = 50 KSI) 4n80 SPAN TYPE LOAD TYPE 2.5 3.0 3.5 SPAN IN FEET 4.0 4.5 5.0 5.5 I SINGLE LIVE 296.9 241.5 212.1 if35.6 148.2 1201 99.2 2 -SPAN LIVE 296,9 247.5 212.1 166.2 131.3 196.3 87.9 3 -SPAN LIVE 2969 247.5 212.1 185.6 164.1 7329 109.9 4 -SPAN LIVE j 296.9 2475 2212.1 185.6 153.2 I 124.1. 1 102.6 NOTES: 1. THE ABOVE LOADS ARE NOT FOR USE WHEN DESIGNING PANELS TO RESIST WIND UPLIFT 2. Strength calculations based on the 2012 AIS' Standard "North American Spedfieaticn for the Design of Coid-famed Steel Stnlrt,xal Members" 3, Allowable loads are applicable far unitenr loading and s ns without overhangs 4. LIVE load capadi .es aro for those loads that push the panel against its supports. The applicable limit states are flexure, shear, combined shoat 2nd flexure, web clppang at end and interior supports, nl d a deflection limit of U 180 under strength level loads, 5. Panel pr i':nver soil Screw pullout capacity must he the fieri ."p ra ply using tirpst,,ays empilyed far each particular application her, 1.11117irIq fills 10ild chart. 6, The use of any field seaming equipment or accessories it eliding but not limited to clips fasteners. and support plates other than the provided by the manuflcturer may leave .. backup, rake, etc.,) damage panels. void aii. warranties and will void all engineenng data. 7. This materia' is subject to Change w Inaut notice. Please contact MSCI for the most current dela. The Engineering data contained herein is for the expressed use of customers and design professionals, Along with this data, it is recommended that the design professional have a copy of the most current vets io•of the North Fmencan Speerrlcatrnnoyr the Design pt Cold-fornecSteel Struct',rai MembersubliY sfled b the American hon and Stec[ Instituto to facilitate design. This Specification contains the design criteria for c: l^- p fomnsd steel components, Atony with the Specification, the designer should reference the most current building code applicable to the project jotste in ardor to r'etermine environmental loads. If further mEr3rnlatian rr guidance regarding arid -firmed design practicer is dewed, please contact the manufacturer. UD -6 SEE www mbc'i.com FnR CVRRFN"IN'JR6"A IOr'i &6,-C. .0:,AINGE"YTHO'_ITN!.TcE t:il:FA-R:"_7.2014 SECTION PROPERTIES NEGATIVE BENDING POSITIVE BENDING PANEL Fy WEIGHT Ixe Sxe Maxo Ixe Sxe NlaX0 GAUGE(KSI) (PSF) (INA/FT) (IN.:3/FT) (KIP -IN.) (INA/FT.) (IN 3/F (KIP -IN.) 26 50 1 1.09 0.1366 0.0929 2.7823 0.2686 0.1175 3.5185 ...222....2_ 24 50 1.32 ..._. 0,1804 0.1273 3.8115 0.3372 01480 4.4295 22 50 1.66 -„ _0 2444 0.1780 ,.._7,_.5 3279 0A365 0,1918 .5 7424 NOTES: 1 . All calculations for the properties of Uitra-Dek panels are calculated in accordance with the 2012 edition of the North American Specification =or Design Of Cold Formed Steel Structural Members. 2_ Ixe, is for deflection doterm nation 3. Sxe is for bending. 4 Maxo is aPowable bandrg !nsmarlt. 5. All values are: for one foot of panel width. data, is recommended i n professionals. Alin win this �a a d and des o h �= the expressed use of customers The Engineering data contained .groin is is p9 P 9 r' most current version of the North American S pet; rll;ahcr' for the Design of Cold -Formed Steel that the design professional have a coag .,f the- f Structural Membersre Published by re'mencan Iron and Steel Inr9r to to facilitate de This Specificationedification contains -n.s des g n criteria for co li foofeo siev. l-psn*its. Along with the Specification. The designer should reference, the mocurrent briirrng code. applicable to the Project jobsite in order to determiro environmental loads. If further irrarmaor n daire regarding cold formedd design practoes Is desired. P lease contact the manufacturer. EFeECTIF11"tIL?.2:214 SH E www.mRcl.com FOR CURRF NN IINFORMAT ION 5u3J ECT TO CHANGE w. THOUT NOT CE (to-? 4 53 -.224 Newlon, TX t16''n Ind 11 IN 3E07?6F"la PhaemX, AZ C .d HousM T%C] -,2211 Ill pa ls, IN aJ 3562211 tMaenh AZ 8095322/1 Koesfan TX II]?3224 IA r. -. IN 3^ .',6224 Piwar AZ Atlol. GA &11 6 U >4 luFbo k TX 11',1 F/2d R,e -,r dA IXFf'A '12{ Adei, GAM 4.0 6 L t6 aa. Of EU - 2'," RI<hmA tl VAR 2.1-6::2d Adel GA 9 f 1 L hh To .11, 6 '?,rt Rknmo tl YA R U '1F'1e Aflanta. GA V, 7 512 3224 W -ph,, TN 8r.G-206 5224 Rome, NY EC 9 5224 Ailama GA i M pt ls, TN EO 0 2,1 Rome, NY V* 5+-62' 4 Adama. GA h f IN 6,., 20-,6224 Raine, NV 4 55)-S2.d .0 Willi V601 A1walan CA -U, .�:='.d Oklahoma 7,,y OK. /4 San 1-- C tV Ur �' - a(,{ Arwata LA H r. Ok. F a cMy OK 9 �: h..)i Sale iak City UT 9. ' , A.ry VO31M ® Atw.rler CA 1 :,' d O h ti, 4 .4..,,: Salt l ak Cly UT. C) Daiiaa, Tx toc 653 6224 Omal a, NE N- 458 -2:4 San Antonia TX 60 Ser 6G f popes TX 9 -0 6 , n2 4 Ornat a, NE COI 62 x224 San Anton.o TX fail s.o r. 24 Ds as. TX & 0 t>3 0224 O oat a NE f+iT. ICP 6.211 Ban An<anio iX 506 tl2211 Aletal Rot# and Wall Syster'r1.r lleta�l Ruaf and Wall SykPerns' Vletal Roof anti Wall ,S,1-euans Ultra -Delo PANEL 18" Coverage 3" ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT ----- ---._.._.........2.........2......2.2._...---- 26 Gauge (Fy = 50 KSI) SECTION PROPERTIES .-..-...__....._____...__.._.__-..- SPAN TYPE LOAD TYPE 2,5 3,0 3.5 SPAN IN FEET 4.0 4.5 5.0 5.5 S€NGLE LIVE 1958 1632 139.9 122.4 108.8 93.8 77.5 2 -SPAN LIVE 19.5.8 163.2 139,9 115.9 91.6 74.2 61.3 3 -SPAN LIVE 1958. 163.2 139.9 122A 108.8 92.7 76.6 4 -SPAN LIVE 1938 1652 139.9 122.4 106.9 86.6 71.6 24 Gauge (Fy = 50 KSI) 0.5512 0,2686 8. 04 12 2114 8 209.8 161.5 127.6 SPAN TYPE 1 LOAD TYPE 2.5 3.0 --'- � 3.5 SPAN IN FEET 4.0 4.5 -- 5.0 5.5 SINGLE LIVE 272.0 225.7 194.3 1700 145.8 118.1 97.6 2 -SPAN LIVE 272.0 226.7 1943 158.8 125,5 101.6 84,0 3 -SPAN LIVE 272.0 2?_5.7 194.3 170.0 156.9 127.1 105.0 4 -SPAN LIVE 272.0 226.7 1 194.3 170.0 146.5 I 118.6 98.0 22 Gauge (Fy = 50 KSI) ' 4 -SPAN LIVE 22 Gauge (Fy = 50 KSI) 4n80 rl4n.0 291.4 ---..-..-..__.._..-_- 177,2 143.5 2,..2.....2......2....._.. ._-..__.. SPAN TYPE LOAD TYPE __ 2.5 __..._..._....__...._.._.. 3.0 15 SPAN IN FEET 4.0 4.5 5.0 5.5 SiNGLE LIVE 395.9 329.9 2828 239.3 189,1 153.1 126.6 2 -SPAN LIVE 3959 329.9 282.8 222.0 1754 142.1 117.4 3 -SPAN LIVE 395.9 329.9 "282.8 2:7.5 219.3 1726 145.8 4 -SPAN LIVE 395.9 329.9 2828 247.5 204.7 165.8 137.0 NOTES: 1, THE ABOVE LOADS ARE NOT FOR USE WHEN DESIGNING PANELS TO RESIST WIND UPLIFT. 2. Strength calculatir ns hasea on the 2012 AISI Standard "Nora, .American Specification for the Design of Cr'r..d-formed Steel Structural Members.' 3. Allowable leads are applicable for uniform loading and spans without overhangs. 4- LIVE load capacities are for those loads that push the pane. against its supports. The applicable limit states are flexure, shear, combined shear and flexure, web crippling at end and interior SUppodS., and a deflection limit of Ili 80 under strength I vel loads. 5. Panel pullover and Screw pullout capacity must be the kfad soparately using the screws employed for each particular application when uldizing this load chart. 6. The use of any fold leaching equipment or accessories indudnrg but not limited to ofips, fasteners, and support plates Other than the providod by the manufacturer may leave, backup. rake. etc ) damage panels, void all warranties and will void a'I engineering data. 7. Ths materia` Is subject to change without notice Please centact MBCI for the most current data. The En lneern data contained herein is for the expressed use of customers and design professionals. Along w; h this data, it is recommended 9 q e •u', - far i r, of ental -Formers Steel the- design mfessiona have a copy of the most current version of the North American Sp..<.r„caG�n .o. the Ds g p Strurun'al lvfembe,as published by the American Iron and Steel Irlstituh=, to facilitate, design. This Specification contains the design criteria for r„31d- ••, is code a licable to the project formed steel components. Along wi theSpoc.h ,1111111:. the designer should reference _a most current ac f ng pp P 1 !obsto in order to determine rovironS er :a, loos if further information or guidance regarding cold -formed resign practices is desired, please contact the manufarturer. Up -N SEE www.mEo-t,:'OR C Jilli INrO'rrMlii'ION iUGJECr TOCHANGE vVTp4OUr Norio' EFFECMCAPH l 7,2014 Ultra -Delo' PANEL 12" Coverage 9 3" NOTES: 1. All Calculators for the properties of UltraDek panels arR cai'':.1 atad In accordance with the 2012 edition of the North American Spec;`icatior For Design Of Cold Formed Sten, Stroll: ra kiembe-s 2. Ixe is for deflection deteninion. 3. Sxe is for bending. 4. Maxo is allowable bend.ng moment, 5. All values are Mr' one foot of panel width. The E.l Rleerinr data contained herein Is f:; the expresser) use of cus:ca ors and design profess:o'rals Along with this data. it is 9 9 recommended that the design professional have a copy of the most current version of the Yang American Specification for the Design of Coid- i=Coned Steel Structure; fAernbers purbiished by the American Iron and `;tool Institute, to tac'Jltatrr design. Phis Speciticalion contains the design should refo,eilce the most current building code applicable Brite:'a for cold -formed steal components, Along with the apec-fication the , designer to the project 1ohs:te in order to determine environmental loa_s. If firth er :n:ormG on or g lidance rega!ding cold-Jorrned design start. ces is M I des r,,rl 1211.&st, contact the ma t.facwrr!r. FF_Cr\e n.+R-:. 7. 1e14 SE�www.mbc'com fart t,Jf'?=NT1 :iA;'L=N S,LJECTI'OCH4 '.:wl'rHC01lI NOTICE 12C., Ultra-DekFD PANEL 12" Coverage 12. ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT 6 Gauge (Fy = 50 KSI) SECTION PROPERTIES SPAN TYPE c NEGATIVE BENDING POSITIVE BENDING PANE:.L Fy WEIGHT Ixe Sxe Maxo Ixe 1 Sxe Max" GAUGE (KSI) (PSF-) (INA;FT.) (IN.3fFT,) (KIP -IN,) (IN.4/FT) (IN.31FT) (KIP -IN.) - -- - _... 26 ... __ 50 1.23 i 0,1742 0.1109 3.3213 0,3409 0,1651 4.9427 24 50 188- 0.'7,:331 0.1540 4.6122 -_-.22...2....2...._._ 0.4252 ; _ 62 0'2073 6.2066 c2 50 1.86 0.3257 0.2237 6.6989 0.5512 0,2686 8. 04 12 NOTES: 1. All Calculators for the properties of UltraDek panels arR cai'':.1 atad In accordance with the 2012 edition of the North American Spec;`icatior For Design Of Cold Formed Sten, Stroll: ra kiembe-s 2. Ixe is for deflection deteninion. 3. Sxe is for bending. 4. Maxo is allowable bend.ng moment, 5. All values are Mr' one foot of panel width. The E.l Rleerinr data contained herein Is f:; the expresser) use of cus:ca ors and design profess:o'rals Along with this data. it is 9 9 recommended that the design professional have a copy of the most current version of the Yang American Specification for the Design of Coid- i=Coned Steel Structure; fAernbers purbiished by the American Iron and `;tool Institute, to tac'Jltatrr design. Phis Speciticalion contains the design should refo,eilce the most current building code applicable Brite:'a for cold -formed steal components, Along with the apec-fication the , designer to the project 1ohs:te in order to determine environmental loa_s. If firth er :n:ormG on or g lidance rega!ding cold-Jorrned design start. ces is M I des r,,rl 1211.&st, contact the ma t.facwrr!r. FF_Cr\e n.+R-:. 7. 1e14 SE�www.mbc'com fart t,Jf'?=NT1 :iA;'L=N S,LJECTI'OCH4 '.:wl'rHC01lI NOTICE 12C., Ultra-DekFD PANEL 12" Coverage 12. ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT 6 Gauge (Fy = 50 KSI) SPAN TYPE c N 0 N SPAN IN FEET tj o edea uii � LOAD TYPE : 2.5 3,0 3.5 1 4.0 45 5.0 5.5 SINGLE LIVE 2938 244.8 209.8 183.6 1627 1318 106.9 2 -SPAN LIVE 203.8 244.8 180.6 1 1384 109.3 88.6 73.2 _...__... -'--- 3 -SPAN --.._...._..2.....2.......2.....:.2------ LIVE 293.8 244.8 --t 209.8 .._ _ ! 173.0 - 7367 110.7 91.5 4SPAN LIVE 20,18 2114 8 209.8 161.5 127.6 103.4 858 4 Gauge (Fy = 50 KSI) �L? Q� �Z: z- m QQC 4 PE LOAD TYPE 2.5 3.0 3.5 SPAN IN FEET -1,4,0 4.5 5,0 5.5 E LIVE E2-SPAN 408.0 34n.0 2914 25,5.0 2043. ._._1855._.._..._ 136.8 LIVE 4 33.0 340,0 i 251,0 1922 151.8123.0 o 101.6 N LIVE 4080 340.0 1 2914 240.2 189.8 153.7 127.1 ' 4 -SPAN LIVE 22 Gauge (Fy = 50 KSI) 4n80 rl4n.0 291.4 224.3 177,2 143.5 118.6 SPAN TYPE LOAD TYPE 2.5 3.0 15 SPAN IN FEET 4.0 4.5 5.0 5.5 SINGLE LIVE I 593.9 x94.7 4242 335.1 284.7 214.4 177.2 2 -SPAN LIVE i 593.9 488.3 364.6 279.1 2205. 1786 -147,6 3 -SPAN LIVE 5939 494.7 424.2 348.9 275.7 223.3 1845 4 -SPAN LIVE i 593.9 494.7 4226 3258 257,4 208.5 772.3 NCTF. S: 1 THE ABOVE LOADS ARE NOT FOR USE WHEN DESIGNING PANELS TO RESIST WIND UPLIFT. 2 Strength calculatirma based on the 2012 AISI Standard "North American Specifica•''.an for the Des:gr+. of Colt -formed Steel Structural Members." 3 Allownble loo 1s are applicable for uniform loading and spans without overhangs. 4. SIVE Iced capa-It'.es are for those loads that push the panel against its supports. The applc::ble hmr, stales are flexure, shear, combined shear and flexure, web crippling at end and interior supports. and a deflemi Ifnrit of L/180 under strength -level loads. 5. Panel pullover and Screw pullout. capacity must be chocked separately using the screws employed for each particular application when of f -?ig it fowl chart. 6. � he u1P- of any fielt; seaming equipment or accessories including but not limited to clips. f- gnu rs, and support plates other than the provided by the manufacturer may (eave, backuprake, etc,' damage panels, void all warranties and wai void ail engineering data. 7. This material is subject to change without notice. Please contact i for th;; most Current data. The Engineering data contained heroin is for the exprnssed use of customers and design professionals-. Along with this Cori it is recommended t s' r f ssional hive a cony of the most Curfew vprFan o' the North American SPecif cation for the Design of Cad -Formed S!eef that the c.a,fen p o e , 1, ' • r _ � 1 •s hfsnerl h • line American Iron and Steel Inshtute to facilitate design. This Spe.; f ration cnn.ains .rte design criteria for cold - formed ee t Le . published Yh t building ilcode a applicable to the protect formed steel Com onects. Along with the Specification he designer should rcierence the most Curren. pp p , P j1.bsto in order tier to environmental Pnvironenfal [Dads. if further Ir:'crmaCon or gus'anca regarding raid farmed aes., i3n u aNces is desired, please contact the manuf3ctu: r. UDAI SEE www.rnbci Com -,r, C...RRENT INF'ORNIATION .IT,CVT NOTICE EtFLCTI\E APRIL 7,21;'4 O O Job Number: Erection Guide Sheet Number: ULD2 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A c N 0 N tj o edea uii � in ZE .o - cz j O .•�-, O N O O O O O j j 2 U .N f7♦ O VJ�ti � O CO rr^^ vJ U L L y in `U oU V �L? Q� �Z: z- m QQC 4 ❑ ❑ O O 111 � W vQ �z Q O rn UJ o -U milli Lu O Scale: NOT TO SCALE Drawn by. Checked by Proiect Enaineer: Job Number: Erection Guide Sheet Number: ULD2 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A SECTION 074113 Metal Roof Panels PART I - GENERAL 1.1 SECTION INCLUDES A. Trapezoidal -rib, snap joint, standing seam metal roof panels, with related metial trim and accessories. C. ASTM International (ASTIl www,astm,org: 1 . ASTM A 653 - Specification for Steel Sheol, Zinc - Coated (Galvarized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot Dip Process. 2� ASTM A 755 - Specification for Steel Sheet, Metallic Coated by the Hot -Dip Process and Prepainted 1.2 RELATED REQUIREMENTS Specifier: If retaining this optiona[ article, edit list below to correspond to Project. A� Division 01 Section "Sustainable Design Requirements" for related LEED general require- ments, B. Division 05 Section "Structural Steel Framing" for structural steel framing supporting metal panels. C. Division 05 Section "Steel Decking" for continuous metal decking supporting metal panels. D. Division 05 Section "Cold -Formed Metal Framing" for cold -formed metal framing supporting metal panels. E� Division 05 Section "Cold -Formed Metal Trusses"for cold -formed metal trusses supporting metal panels. F� Division 07 Section ["Thermal Insulation"] ["Roof Insulation"] for thermal insulation installed under metal panels. G. Division 07 Section "Metal Wall Panels" for factory - formed metal wall land soffit] panels. H. Division 07 Section "Sheet Metal Flashing and Trim" for formed sheet metal copings, flashings, regrets, and roof drainage items in addition to items speck fled in this Section. 1. Division 07 Section "Manufactured Roof Specialties" for manufactured copings, reglets, and roof drainage items in addition to items specified in this Section. J, Division 07 Section "Joint Sealants" for field -applied joint sealants. K. Division 13 Section "ll Building Systems" for steel framing supporting metal panels. by the Coil -Coating Process for Exterior Exposed Building Products. 3. ASTM A 792'A 792M - Standard Specification for Steel Sheet.'55 'vi Alurninurr)-Zirc Alloy -Coated by the Hot -Dip Process. 4. ASTM A 980 - Standard Specification for Steel, Sheet, Carbon, Ultra High Strength Cold Rolled, 5. ASTTA C 645 - Specification for Nonstructural Steel Framing Members. 6. ASTK.,I C 920 - Specification for Elastomenc Joint Sealants. 7. ASTM D 1003 - Standard Test Method for Haze and Luminous Transmittance of Transparent Plastics. 8, ASTM D 2244 - Test Method for Calculation or corol Differences from Instrumentally Measured Color Coordinates. 9. ASTM D 4214 - Test Methods for Evaluating Degree of Chazkinq of Exterior Point Fi ris� 10. ASTM E 1592 - Standard Test Method for Structural Performance of Sheol Metal Roof and Siding Systems by Uniform Static Air Pressure Difference. 11. ASI M E '646 - Standard *Test Method for Water Penetration of Exterior Metal Roof Panel Systems by Uniform Static Air Pressure Difference. 12. ASTM E 1680 - Standard Test Method for Rate of Air Leakage Through Exterior Metal Roof Panel Systems� 11 ASTNI E 1980 - Practice for Calculating Solar Reflectance index of Harizorital Find I ow -Sloped Opaque SUrfaces D. Cool Roof Rating Council (CRRC): www.coolroofs. / d t ti i hi l 1.3 REFERENCES Specifier: If retaining this option@! article. edit list below to correspond to Project. A, American Architectural Manufacturer's Association (AAMA): www.aatiianc?t.org: 1. AAMA 621 - Voluntary Specifications for Hgh Performance Organic Coa*,ings on Coil Coaled Archtectural Hot Dipped Galvanized (HDG) & Zinc - Aluminum Coated Steel Substrates. 2. AArl 809,2 - Voluntary Specification Non -Drying Sealants B. American Society of Civil Engineers (ASCE): www. asce.org/codes-standards: I. ASCE 7 - Minimum Design Loads for Buildings and Other Structures. g p gj gr , 1. CRRC-1-2008 - CRRC Product Rating Program. E. International Accreditation Service (IAS): 1. IAS AC 472 - Accreditation Criteria for Inspection Programs for Manufacturers of Metal Building Systems, Part B. F. Underwriters Laboratories, Inc. (UL): www,ul.com: 1, UL 580 - Tests for Uplift Resistance of Roof Assemblies G. US Environmental Protection Agency: www.energy- star.gov/indox.cfm: 1. Energy Star Reflective Roof Products. H. US- Green Building Council (USGBC): www.usgbc.org: 1. LEED - Leadership in Energy and Environmental Design (LEED) Grren Building Rating Sysitem,i, EFFECTIVE APRi_ 7. 414 SEE -bo.com FOR C_lRRENT INFORMATION -,I SUBJ�C I rC1 Civl 1 111JU! NOTICE LID 1.4 ADMINISTRATIVE REQUIREMENTS A. Preinstallation Meeting: Prior to erection of f ram - Ing, conduct preinstallation meeting at site attended by Owner, Architect, manufacturer's technical rei st,ritative, Inspection agency and related trade con- tractors. 1 . Coordinate building framing in relation to melal panel systsrn� 2. Coordinate openings and penetrations of metal panel system. 3. Coordinate work of Division. 07 Sections "Roof Specialities and , Roof Accessories' and clprl.n�I,Cvi and penetrations and manufacturer's accessories with insta'alion of metal panels. 1.5 QUALITY ASSURANCE A. Manufacturer/Source: Provide metal roof panel assembly and accessories from a single manufac- turer providing fixed -base roll forming. and accred- ited tinder IAS AC 472 Part B. B. Manufacturer Qualifications: Approved manufac- turer listed in this Section with minimum five years experience In manufacture of similar products in successful use in similar applications. Specifier: Retain paragraph below If Owner allows subsiftil- tions but reqwres strict control over qualifying Of Sllb-,ti�Utdld manufacturers. 1 . Approval of Comparable Products: Submit the follow- ing in accordance with pr6ect Substitution require- ments, within time allowed . for Substitution roview: a. Product data, including certified independent test data indicating compliance with requirements. ' b Samples of each component. c. Sample sulanitttal from similar project, d� Project references: Minimum of five installations not less loan five years old. with Owner and Architect contact information, ' ' e. Sample warranty, I. IAS AC 472 certificate. 2 Subsfi'ut�orls following award of contract are not allowed except as stipulated in Division O' General Reouirements. 3. App, oved manufacturers must meet separate require- ments, of Submittals Article, Specifier: Review Of manufacturers' qualifying of installers I p, o C is recommended for largFir r r jer is MBCl requires Installer and Supervisor certification when project requirements include extended warranty. C. Installer Qualifications: Experienced histAler [certi- ful consult with project Contracting Officer Coordinate with Submittals Article. D. Buy American Compliance: Materials provided under work of this Section shall comply with the fol- lowing requirements: 1, Buy American Act of 1933 BAA -41 U,S,C §§ 10a - 10d 2, Buy American provisions of Section 1605 of the. American Recovery and Reinvestment Act of 2009 (ARRA). I 1.6 ACTION SUBMITTALS A. ProductData: Manufacturer's data sheets for speci- fled products. Specifier: Retain and edii below to comply with Projcict requirements for LEED or other sustainable design require, ments. B. LEED Submittals: 1. Credit SS T2 Heat Island Effect - Roof Product data indicating complance with Soler reflectance Index requirf,me.nt. 2 Credit MR 4 Recycled Content. Product dalla indicaung the following: a. Materia! costs for each product having recycled contert. It. Percentages by weight of post-consimer and pre consumer recycled content for each item. c. Total weight of products provided. C. Shop Drawings: Show layouts of metal panels. Include details of each condition of installation, panel profiles, and attachment to building. Provide details at a minimum scale 1 -112 -inch per foot of edge conditions, joints, fastener and sealant place- ment, flashings, openings, penetrations, roof acces- series, lightning arresting equipment, and special details. Mike distinctions between factory and field assembled work, 1 . Ind cate points of supporting structure that must coor- 6natewith metal panel syst m installation. 'e 2. Include data indicatrig compliance with performance requirements. 'ile structural data indicating compliance with 3 Inclu reCiLliremprts of ,quinorit es having jurisdiction. D. Samples for Initial Selection: For each exposed product specified including sealants, Provide repre- sentative color charts of manufacturer's full range of olors. c E. Samples for Verification: Provide 12 -inch- (305 mm-) long section of each metal panel profile. Provide color chip verifying color selection. tied by metal panel manufacturer] with minimum of five years experience with successfully completed projects of a Similar nature and scope. 1. InstrIller's Field Supervisor Experienced mechanic ' [certified by metal panel manufacturer] supervising work on site whenever work is underway, Specifier: Retain paragraph below and edit as appropriate for 1.71INFORNIATIONAL SUBMITTALS A. Product Test Reports; Indicating compliance of products with requirements, witnessed by a profes. 6ional engineer. B. Qualification Information: For installer firm and Installer's field supervisor, Federal projects sold for public works projects utifi7ing Federal UD`2 SEE --J-. FOR CURR.�­ 1,F3R11AT!oN �_1,1_1�7 TO Crl.NOE 11TI-101,11' 1,"Ifol, EFFECTIVE A-Ri- 7.2014 C. IAS Accreditation Certificate^ Indicatil that mamu- facturer is accredited under provisions"of IAS AC 472, Specifier: Retain one or more of three paragraphs below wher, required for pm�oct. D. Buy American Certification: Manufacturers' let- ters of compliance acceptable to authorities having jurisdiction, indicating that products comply with requirements. E. Florida State Building Code Certificate. R Manufacturer's Warranty: Sample copy of manufac- turer's standard warranty. 1.8 CLOSEOUT SUBMITTALS A. Maintenance data, B. Manufacturer's Warranty: Executed copy of rranu- facturer's standard warranty. 1.9 DELIVERY, STORAGE, AND HANDLING X Protect products of metal panel system during ship- ping, handling, and storage. to prevent staining, dent. ing, deterioration of components or other damage, Protect panels and trim bundles during shipping. 1 . Deliver. unload. store, and erect metal panel system and acccssory if,�rns without mis,�haping parels or exposing panals to surface damage from weather or construction operations. � 2� Store in accordance w1th Man; ificturer's written instructions Provide wood coliars far stocking and handling in the field. 1AD COORDINATION A, Coordinate sizes, profiles, and locations of roof curbs and other roof -mounted equipment and roof penetrations, based upon .sizes of actual selected equipment. 1.1 I WARRANTY Specifier: Wairi anty terms below are available from MI3CI, Verify that other allowable manufacturers funlish warranty meeting requirements. X Special Manufacturer's Warranty: On manufatc- turer's standard form, in which manufacturer agrees to repair or replace metal panel assc.mblies that fill In materials and workmanship within one year from date Of Substantial Completion. Specifier: MBCI's optional ,,ingle source welothertighir ess wwranfi-s hPlow are available for projects installed by an MOCI-certified installer under inspection by an MBCI field tech- nical representative. MBCI representative car) ' provide warranty cost estimate, for desired combination of cost Imitation ,and period of warranty desired by owner, S. Special Weatherfightness Warranty: On manufac- turer's standard form, Inwhich manufacturer agrees to repair or replace metal panel assemblies that fail to reiiiain weatherfight, Including leaks, [without monetary limitation] (up to cost limitation of seven dollars (S7.00) per square foot of covered area] [up to cost limitation Of fourteen dollars ($14.00) per square foot of covered area] within [5] [10] 115] [20] years from date of Substantial Completion, C. Special Panel Finish Warranty: On ManUfacturer's standard form, in which Manufacturer agrees to repair or replace metal panels that evidence dete- rioration of factory -applied finish within [25) years from date of Substantial Completion, including; 1. Flucropolymer Two- Coat System: Specifier: Confirm warranted performance values below for custom colors, Second options in subparagraphs below are for MBCI Brite -Red. a. Color fa,fing in exress of 151 [10] Hunter units per AS! M D 22,14. b. Chalking in excess of No. [81 [61 rating per ASTIM D 4214. C. Failune, of adhesion, peeling, checking, or cracking, , 2. Modified Sificone-Polyester Tivo-Coat System: Specifier: Confirm warranted performance values below for custom colors. Second options in subigaragraphs below are for MBCl Brite -Red, MBCI Polar White Polyester does not carry a warranty against ctialking. a. Color fading in excess of [51 [7j Hunter units per AS-rM D 2244, to,, vertical applications It. Color fading in excess of [71 [101 Hunter units per ASTM D 2244, for non-vorical applications. c. Chalking in excess of No. [8] (71 rilJng per ASTM D 4214, for vertical applications. d, Chalking in excess of No. [61 [51 rating per ASTM : D 4214, for non-ve,tical aPpl,cations. e. Faii-ire of achesion, peeling, checking, or cracking. 11 PART 2 -PRODUCTS 2.1 MANUFACTURER Specifier! Retain basis of design manufacturer and products listed in this Article where el!owedL It inserting comparable Manufacturers, carefully review or ducts and engineering o capabilities in relalion to requirements of this Section, to ensUrp, that other approved manufacturers offer products meet - Ing MBCI's standards. A. Basis of Design Manufacturer: MBCI Metal Roof and Wall Systems, Division of NCI Group, Inc.; Houston TX. Tel: (877)713-6224; Email: info@mbei. com; Web: www.mbci.com. 1. Provide basis of design product[, or comparable product approved by Architect prior to bidj. 2.2 PERFORMANCE REQUIREMENTS A. General: Provide metal roof panel system meeting performance requirements as determined by appli. cation of specified tests by a qualified testing facil. fly on manufacturer's standard assemblies. Specifier: Recycled Content paragraph below describes cal- cuation utilized for LEED-NC Credit MR 4, Modify as required to meet project recycled content requirements, or delete if EFFECTIVE APRIL 7.2,114 SEE --6.,- FOR CURRENI INFOEIIATION $la,EsT TO C-NoE WTHOUT NOTICE. UIN13 . _d__ �Mb_W1_.__1 H ­Wr, TX -477-713-522,i 1.dilir.rels. IN II0 CIF -G224 Phi AZ 501M-33-1,224 M, -1)(1117111,11 lilw,11-111, 11 Si 1111 --lliit AZ III till 1121 .......................... �� ...... & .., .. _r, Tx III III 1111 I,,&- ­1i,,. 11 1�11,'�Kll I 1­11l�� Al III 111-1111 -21 00103% :b Li IX W,1�1'0,-6.11,l M..F6,,, TN Kr�2QC C224 R,,-- vA ll,�Ilrl lle,14 , ^24 ll NY 6,10 � 62 Adill, CA PiL .,­(,22� Ad -1 CA E,77,512 �224 LI -Iii, Lii 11,'� - I'." M­phm TN eC,,�206 6224 R--d, YA gr,G-12 4 �' ,. '24 R.- my 3011 661622� ...... , .. .�� ........................ ......,111111111.�� W -.1, CA 11,1 -r -I 512�,­,� .11.-, CA 1,77, - LI -e- " --ill 1.1 W -40m. TN 60�:-206 6224 -Im- vAvfi­Il­2i4 R."I., W �CO-55142", _ M tA,C­1(�8­s','1,I .M.h.,ri, Cil, - 11�1­1=6,',' 4 S,,iI1­CA'�UTF0',,­.2,1r,, lki,­,,. TX P,77.71M22,1 IrdkIll,li li,. IN 400-?II!5�6224 P -r, AZ 8FA-5331,724 _._0_00"�N�ft._ """ -. ,I. - il? 7 'I-.'- I-­A..l..NI 1ro-`r,15-6.'1,I F-m, - -F8-,,1_-,-C1_,i H ust- TX 87-V, -C-4 Ird .."., , III l!V)­,-, 522-1 pl­..Ii., A?t Wa6io-6224 ---"W' 1� Dlill-, TXK10 ��3 6221, 6 A FLGA381,14�,i224 L,bb,,k, TX F-0 15a C224 R,,b,,,d, VA,RlXI 72ti ii,'Id I- ""' _ .,...-14-1-6.1!1-f,2&-,-I-wil-I.I I ii 6221 A,i I, GA MC 4- L.1,1, ­k, TX 1W 753,1,22i Rkl­., w�,111 121,�Z,Z,l AM. CA OS�­3�024 L. -Ir. TX 3�9, 75&&'; M,h ... d, VA ei-729 1224 __.�� � ,"Ifi-fol Rmifand Wall .�_I,vlrcins A I.l-, 0. 871-11Y�1,'12,i ..­-, TN 11 10-11 I 0 .­ 141 ­,',15ll­24 - . ArI CA il72 1M_I22`I M ,rpr:,,. TN - 2,164,2.'4 R.... NY Al' -151,-622,I A ,-O. .1 ,1,17­2�1,'2il mi,.,,i� ,,, TN 8�1-21�­1521,i N."., "I W."'lil-62i, .- 11, C. I'll -1 F111i .­­ City, - ii1C Irly ,i2�,l -t LrA. CitYL U -1-7,i 2- OR 0 A.i , CA II0 ii2o �1� i4 Ou,lh_ City. OK 11C Sir 6224 Slilit L.k� C It. UT 81K ,1,14 ,,11,,l A ­,CAIri,`M�111` O.'r­ City, OK SI) ',V C224 $rI1 ­. ON. UT 6W C74 2401 I.- a' ;11 �, D.11- Tx li" X.-IiII4 a ... ­. .I. ,,I) .11, -,M il�,r, .1-1.1 TX 1l11`11Q_l1121 .- -11.1- DrlM.'TX 1',,)_11-122 i, ­­, .1. -,1,9­6-� c. Fill Al�­11, TX K,C�'96­24 DIIII., T� 1'*0-1�13-1;�­ 0-1A. 11 rk�51,t221 Sit" Ar ­I,,1 TX 810-50it F1�01 , - ­___ - - CR) Q), 11efill 1?(,(, und 1,11,,uli Srstellis f . All Ro(,f will Will// Sv�tcms I "ItIctul Rot�f and Wall/ Slyslems - SECTION 074113 Metal Roof Panels PART I - GENERAL 1.1 SECTION INCLUDES A. Trapezoidal -rib, snap joint, standing seam metal roof panels, with related metial trim and accessories. C. ASTM International (ASTIl www,astm,org: 1 . ASTM A 653 - Specification for Steel Sheol, Zinc - Coated (Galvarized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot Dip Process. 2� ASTM A 755 - Specification for Steel Sheet, Metallic Coated by the Hot -Dip Process and Prepainted 1.2 RELATED REQUIREMENTS Specifier: If retaining this optiona[ article, edit list below to correspond to Project. A� Division 01 Section "Sustainable Design Requirements" for related LEED general require- ments, B. Division 05 Section "Structural Steel Framing" for structural steel framing supporting metal panels. C. Division 05 Section "Steel Decking" for continuous metal decking supporting metal panels. D. Division 05 Section "Cold -Formed Metal Framing" for cold -formed metal framing supporting metal panels. E� Division 05 Section "Cold -Formed Metal Trusses"for cold -formed metal trusses supporting metal panels. F� Division 07 Section ["Thermal Insulation"] ["Roof Insulation"] for thermal insulation installed under metal panels. G. Division 07 Section "Metal Wall Panels" for factory - formed metal wall land soffit] panels. H. Division 07 Section "Sheet Metal Flashing and Trim" for formed sheet metal copings, flashings, regrets, and roof drainage items in addition to items speck fled in this Section. 1. Division 07 Section "Manufactured Roof Specialties" for manufactured copings, reglets, and roof drainage items in addition to items specified in this Section. J, Division 07 Section "Joint Sealants" for field -applied joint sealants. K. Division 13 Section "ll Building Systems" for steel framing supporting metal panels. by the Coil -Coating Process for Exterior Exposed Building Products. 3. ASTM A 792'A 792M - Standard Specification for Steel Sheet.'55 'vi Alurninurr)-Zirc Alloy -Coated by the Hot -Dip Process. 4. ASTM A 980 - Standard Specification for Steel, Sheet, Carbon, Ultra High Strength Cold Rolled, 5. ASTTA C 645 - Specification for Nonstructural Steel Framing Members. 6. ASTK.,I C 920 - Specification for Elastomenc Joint Sealants. 7. ASTM D 1003 - Standard Test Method for Haze and Luminous Transmittance of Transparent Plastics. 8, ASTM D 2244 - Test Method for Calculation or corol Differences from Instrumentally Measured Color Coordinates. 9. ASTM D 4214 - Test Methods for Evaluating Degree of Chazkinq of Exterior Point Fi ris� 10. ASTM E 1592 - Standard Test Method for Structural Performance of Sheol Metal Roof and Siding Systems by Uniform Static Air Pressure Difference. 11. ASI M E '646 - Standard *Test Method for Water Penetration of Exterior Metal Roof Panel Systems by Uniform Static Air Pressure Difference. 12. ASTM E 1680 - Standard Test Method for Rate of Air Leakage Through Exterior Metal Roof Panel Systems� 11 ASTNI E 1980 - Practice for Calculating Solar Reflectance index of Harizorital Find I ow -Sloped Opaque SUrfaces D. Cool Roof Rating Council (CRRC): www.coolroofs. / d t ti i hi l 1.3 REFERENCES Specifier: If retaining this option@! article. edit list below to correspond to Project. A, American Architectural Manufacturer's Association (AAMA): www.aatiianc?t.org: 1. AAMA 621 - Voluntary Specifications for Hgh Performance Organic Coa*,ings on Coil Coaled Archtectural Hot Dipped Galvanized (HDG) & Zinc - Aluminum Coated Steel Substrates. 2. AArl 809,2 - Voluntary Specification Non -Drying Sealants B. American Society of Civil Engineers (ASCE): www. asce.org/codes-standards: I. ASCE 7 - Minimum Design Loads for Buildings and Other Structures. g p gj gr , 1. CRRC-1-2008 - CRRC Product Rating Program. E. International Accreditation Service (IAS): 1. IAS AC 472 - Accreditation Criteria for Inspection Programs for Manufacturers of Metal Building Systems, Part B. F. Underwriters Laboratories, Inc. (UL): www,ul.com: 1, UL 580 - Tests for Uplift Resistance of Roof Assemblies G. US Environmental Protection Agency: www.energy- star.gov/indox.cfm: 1. Energy Star Reflective Roof Products. H. US- Green Building Council (USGBC): www.usgbc.org: 1. LEED - Leadership in Energy and Environmental Design (LEED) Grren Building Rating Sysitem,i, EFFECTIVE APRi_ 7. 414 SEE -bo.com FOR C_lRRENT INFORMATION -,I SUBJ�C I rC1 Civl 1 111JU! NOTICE LID 1.4 ADMINISTRATIVE REQUIREMENTS A. Preinstallation Meeting: Prior to erection of f ram - Ing, conduct preinstallation meeting at site attended by Owner, Architect, manufacturer's technical rei st,ritative, Inspection agency and related trade con- tractors. 1 . Coordinate building framing in relation to melal panel systsrn� 2. Coordinate openings and penetrations of metal panel system. 3. Coordinate work of Division. 07 Sections "Roof Specialities and , Roof Accessories' and clprl.n�I,Cvi and penetrations and manufacturer's accessories with insta'alion of metal panels. 1.5 QUALITY ASSURANCE A. Manufacturer/Source: Provide metal roof panel assembly and accessories from a single manufac- turer providing fixed -base roll forming. and accred- ited tinder IAS AC 472 Part B. B. Manufacturer Qualifications: Approved manufac- turer listed in this Section with minimum five years experience In manufacture of similar products in successful use in similar applications. Specifier: Retain paragraph below If Owner allows subsiftil- tions but reqwres strict control over qualifying Of Sllb-,ti�Utdld manufacturers. 1 . Approval of Comparable Products: Submit the follow- ing in accordance with pr6ect Substitution require- ments, within time allowed . for Substitution roview: a. Product data, including certified independent test data indicating compliance with requirements. ' b Samples of each component. c. Sample sulanitttal from similar project, d� Project references: Minimum of five installations not less loan five years old. with Owner and Architect contact information, ' ' e. Sample warranty, I. IAS AC 472 certificate. 2 Subsfi'ut�orls following award of contract are not allowed except as stipulated in Division O' General Reouirements. 3. App, oved manufacturers must meet separate require- ments, of Submittals Article, Specifier: Review Of manufacturers' qualifying of installers I p, o C is recommended for largFir r r jer is MBCl requires Installer and Supervisor certification when project requirements include extended warranty. C. Installer Qualifications: Experienced histAler [certi- ful consult with project Contracting Officer Coordinate with Submittals Article. D. Buy American Compliance: Materials provided under work of this Section shall comply with the fol- lowing requirements: 1, Buy American Act of 1933 BAA -41 U,S,C §§ 10a - 10d 2, Buy American provisions of Section 1605 of the. American Recovery and Reinvestment Act of 2009 (ARRA). I 1.6 ACTION SUBMITTALS A. ProductData: Manufacturer's data sheets for speci- fled products. Specifier: Retain and edii below to comply with Projcict requirements for LEED or other sustainable design require, ments. B. LEED Submittals: 1. Credit SS T2 Heat Island Effect - Roof Product data indicating complance with Soler reflectance Index requirf,me.nt. 2 Credit MR 4 Recycled Content. Product dalla indicaung the following: a. Materia! costs for each product having recycled contert. It. Percentages by weight of post-consimer and pre consumer recycled content for each item. c. Total weight of products provided. C. Shop Drawings: Show layouts of metal panels. Include details of each condition of installation, panel profiles, and attachment to building. Provide details at a minimum scale 1 -112 -inch per foot of edge conditions, joints, fastener and sealant place- ment, flashings, openings, penetrations, roof acces- series, lightning arresting equipment, and special details. Mike distinctions between factory and field assembled work, 1 . Ind cate points of supporting structure that must coor- 6natewith metal panel syst m installation. 'e 2. Include data indicatrig compliance with performance requirements. 'ile structural data indicating compliance with 3 Inclu reCiLliremprts of ,quinorit es having jurisdiction. D. Samples for Initial Selection: For each exposed product specified including sealants, Provide repre- sentative color charts of manufacturer's full range of olors. c E. Samples for Verification: Provide 12 -inch- (305 mm-) long section of each metal panel profile. Provide color chip verifying color selection. tied by metal panel manufacturer] with minimum of five years experience with successfully completed projects of a Similar nature and scope. 1. InstrIller's Field Supervisor Experienced mechanic ' [certified by metal panel manufacturer] supervising work on site whenever work is underway, Specifier: Retain paragraph below and edit as appropriate for 1.71INFORNIATIONAL SUBMITTALS A. Product Test Reports; Indicating compliance of products with requirements, witnessed by a profes. 6ional engineer. B. Qualification Information: For installer firm and Installer's field supervisor, Federal projects sold for public works projects utifi7ing Federal UD`2 SEE --J-. FOR CURR.�­ 1,F3R11AT!oN �_1,1_1�7 TO Crl.NOE 11TI-101,11' 1,"Ifol, EFFECTIVE A-Ri- 7.2014 C. IAS Accreditation Certificate^ Indicatil that mamu- facturer is accredited under provisions"of IAS AC 472, Specifier: Retain one or more of three paragraphs below wher, required for pm�oct. D. Buy American Certification: Manufacturers' let- ters of compliance acceptable to authorities having jurisdiction, indicating that products comply with requirements. E. Florida State Building Code Certificate. R Manufacturer's Warranty: Sample copy of manufac- turer's standard warranty. 1.8 CLOSEOUT SUBMITTALS A. Maintenance data, B. Manufacturer's Warranty: Executed copy of rranu- facturer's standard warranty. 1.9 DELIVERY, STORAGE, AND HANDLING X Protect products of metal panel system during ship- ping, handling, and storage. to prevent staining, dent. ing, deterioration of components or other damage, Protect panels and trim bundles during shipping. 1 . Deliver. unload. store, and erect metal panel system and acccssory if,�rns without mis,�haping parels or exposing panals to surface damage from weather or construction operations. � 2� Store in accordance w1th Man; ificturer's written instructions Provide wood coliars far stocking and handling in the field. 1AD COORDINATION A, Coordinate sizes, profiles, and locations of roof curbs and other roof -mounted equipment and roof penetrations, based upon .sizes of actual selected equipment. 1.1 I WARRANTY Specifier: Wairi anty terms below are available from MI3CI, Verify that other allowable manufacturers funlish warranty meeting requirements. X Special Manufacturer's Warranty: On manufatc- turer's standard form, in which manufacturer agrees to repair or replace metal panel assc.mblies that fill In materials and workmanship within one year from date Of Substantial Completion. Specifier: MBCI's optional ,,ingle source welothertighir ess wwranfi-s hPlow are available for projects installed by an MOCI-certified installer under inspection by an MBCI field tech- nical representative. MBCI representative car) ' provide warranty cost estimate, for desired combination of cost Imitation ,and period of warranty desired by owner, S. Special Weatherfightness Warranty: On manufac- turer's standard form, Inwhich manufacturer agrees to repair or replace metal panel assemblies that fail to reiiiain weatherfight, Including leaks, [without monetary limitation] (up to cost limitation of seven dollars (S7.00) per square foot of covered area] [up to cost limitation Of fourteen dollars ($14.00) per square foot of covered area] within [5] [10] 115] [20] years from date of Substantial Completion, C. Special Panel Finish Warranty: On ManUfacturer's standard form, in which Manufacturer agrees to repair or replace metal panels that evidence dete- rioration of factory -applied finish within [25) years from date of Substantial Completion, including; 1. Flucropolymer Two- Coat System: Specifier: Confirm warranted performance values below for custom colors, Second options in subparagraphs below are for MBCI Brite -Red. a. Color fa,fing in exress of 151 [10] Hunter units per AS! M D 22,14. b. Chalking in excess of No. [81 [61 rating per ASTIM D 4214. C. Failune, of adhesion, peeling, checking, or cracking, , 2. Modified Sificone-Polyester Tivo-Coat System: Specifier: Confirm warranted performance values below for custom colors. Second options in subigaragraphs below are for MBCl Brite -Red, MBCI Polar White Polyester does not carry a warranty against ctialking. a. Color fading in excess of [51 [7j Hunter units per AS-rM D 2244, to,, vertical applications It. Color fading in excess of [71 [101 Hunter units per ASTM D 2244, for non-vorical applications. c. Chalking in excess of No. [8] (71 rilJng per ASTM D 4214, for vertical applications. d, Chalking in excess of No. [61 [51 rating per ASTM : D 4214, for non-ve,tical aPpl,cations. e. Faii-ire of achesion, peeling, checking, or cracking. 11 PART 2 -PRODUCTS 2.1 MANUFACTURER Specifier! Retain basis of design manufacturer and products listed in this Article where el!owedL It inserting comparable Manufacturers, carefully review or ducts and engineering o capabilities in relalion to requirements of this Section, to ensUrp, that other approved manufacturers offer products meet - Ing MBCI's standards. A. Basis of Design Manufacturer: MBCI Metal Roof and Wall Systems, Division of NCI Group, Inc.; Houston TX. Tel: (877)713-6224; Email: info@mbei. com; Web: www.mbci.com. 1. Provide basis of design product[, or comparable product approved by Architect prior to bidj. 2.2 PERFORMANCE REQUIREMENTS A. General: Provide metal roof panel system meeting performance requirements as determined by appli. cation of specified tests by a qualified testing facil. fly on manufacturer's standard assemblies. Specifier: Recycled Content paragraph below describes cal- cuation utilized for LEED-NC Credit MR 4, Modify as required to meet project recycled content requirements, or delete if EFFECTIVE APRIL 7.2,114 SEE --6.,- FOR CURRENI INFOEIIATION $la,EsT TO C-NoE WTHOUT NOTICE. UIN13 . _d__ �Mb_W1_.__1 H ­Wr, TX -477-713-522,i 1.dilir.rels. IN II0 CIF -G224 Phi AZ 501M-33-1,224 M, -1)(1117111,11 lilw,11-111, 11 Si 1111 --lliit AZ III till 1121 .......................... �� ...... & .., .. _r, Tx III III 1111 I,,&- ­1i,,. 11 1�11,'�Kll I 1­11l�� Al III 111-1111 -21 00103% AdII, CIA -46 ll2Z4 All, IiI.GAll-512-6224 , Li IX W,1�1'0,-6.11,l M..F6,,, TN Kr�2QC C224 R,,-- vA ll,�Ilrl lle,14 , ^24 ll NY 6,10 � 62 Adill, CA PiL .,­(,22� Ad -1 CA E,77,512 �224 LI -Iii, Lii 11,'� - I'." M­phm TN eC,,�206 6224 R--d, YA gr,G-12 4 �' ,. '24 R.- my 3011 661622� ...... , .. .�� ........................ ......,111111111.�� W -.1, CA 11,1 -r -I 512�,­,� .11.-, CA 1,77, - LI -e- " --ill 1.1 W -40m. TN 60�:-206 6224 -Im- vAvfi­Il­2i4 R."I., W �CO-55142", _ M tA,C­1(�8­s','1,I .M.h.,ri, Cil, - 11�1­1=6,',' 4 S,,iI1­CA'�UTF0',,­.2,1r,, A-,- CA 1-921. " 'I' 4 oll.­., C", --w A"l 1AIt - 011. UT K� 8-1-- ,'A ' off 0 Em i JUEJ (D A—- CA FI1­,­1',P,1 ­­.­CV1,,0rlli�-t'l1.1V24 ..., Lil. .11, .T 1. 111 -1 - 0 ViAlli, Ix SX, 653 t.22,1 0,, -ii, ME V.a 41F r3224 S- A-lim TX KY) 5V� 622A Dlill-, TXK10 ��3 6221, 0-1'., .F CDC 15F 6211, �,, Arl-w, TX i*0 598 1,22,i IS DO— TX ,Q0 653 62.14 0,,,.I-.. .1 80D 45A 622, I- A,t,,,i,, TX 600 59P 6224 11efird Roofand Rilill S.I�Venkq ,"Ifi-fol Rmifand Wall .�_I,vlrcins . Uctol Rl'of and ll N-livrellis recycled content requiroments are stipulated solely in Division No uncontrolled water penetration at a static pres- 01 Section "Sustainable Design Requirements." sure of 12 lbflsq. ft. (575 Pa). B. Recycled Content: For Steel Products: 1. Thermal Movements: Allow for thermal movements Postconsumer recycled content plus one-half of from variations in both ambient and internal temper- preconsurner recycled content not less than [25] atures. Accommodate movement of support struc- percent. lure caused by thermal expansion and contraction. Specifier: Retain one or more radiative property performance. Allow for deflection and design for thermal stresses subparagraphs below based on project requirements. Retain caused by temperature differences from one side of Solar RefiectancE, Index for LEED projects, Retain Energy Star the panel to the other, reference for projects seeking Energy Star rati�c; products Drown by. must be I sted on EPA Energy Star welssite. Retain CRRC compliance for projects required to comply w th CEC require- ments, Verify values with manufacturer for selected panel finishes, Confirm that Energy Code requirements are also rriet , by below. C, Radiative Property Performance: 1. Solar Reflectance Index: MinmUm 73 for roof slopes of 2:12 or less and 29 for roof slopes greater than 2 12 under medium wind conditions, per ASTM E 1980. 2. Energy Star Quafified� Listed on USDoE ENERGY STAR Roof Products Qualified Product List. 3, Frieray Performance! Listrid in CRRC Rated Prod'i't Dredi,ory, with minimum properties as required by applicable Energy efficiency of High-Performarce Green Building standard. D, Structural Performance: Provide, metal panel assemblies capable of withstanding the effects of indicated loads and stresses within limits and under conditions indicated! Specifier: Consult structLial engineer and edit below as required by local codes. Insert structural data below if not indi- cated on drawings. Select applicable deflection limit. I� Wind Loa&; Determine loads based or, uniform pressure. npottence factor, exposure category, and basic wind speed indicated on drawings. a. Wind Uplift Testing: Certify caparity of metal panels by actual testing of proposed assembly per ASTM E 1592. 2. Snow Loads: L_ bflsq� f1r. (_ Pa)] (As indicated], 3. Deflection Limits: Withstand inward and outward wind -load dpsign pressures in accordance with applicable building codevvith maximum deflection of [1/120) [1/180] [ly240J of the spin with no evidence Of failLIC' c, 4, Seismic Performance Comply with ASCE 7, Section 9. "Earthquake Loadl;." E. Wind Uplift Resistance: Comply with UL 580 for wind -uplift class [UL -301 [UL -1 [UL -901. F. Florida State Building Code Compliance: Comply with requirements of Florida State Building Code. www.floridabuilding.orglpr!pr app srch.aspx - G. Air Infiltration, ASTM E 1680: 1, Maximum 0,25 cfm/sq. ft. (1.27 Us per sq. m) at stat- ic -air -pressure difference of 6,24 lbflsq. ft, (300 Pa). 2. Maximum 0.50 cfm!sq, ft. (2.54 Lls per sq. m) at star- ic-air-preqsurp difference of 12,011 lbf'sq, fil (575 Pa), 2.3 METAL ROOF PANELS A, Snap Joint, Concealed Fastener, Trapezoidal Seam Metal Roof Panels: Structural metal roof panel consisting of formed metal Sheet with raised trap- ezoidal ribs at panel edges, installed by lapping and interlocking edges of adjacent panels, and mechani- catty attaching panels to supports using concealed clips and fasteners In a weatherfight installation. 1. Basis of Design: MBCI. Ultra-Delk, www.mlaci.com! ultradek.htnal. Specifier: Material descripton below corresponds to BIEC International, Inc. liftoJ11galvalurne.conili Galvalume substrate, available prepainted from MBCI. Second paragraph below describes Galvalume Plus with clear acrylic coat rig for use as exposed metallic finish, � 2. Aluminum -Zinc Alloy -Coated Steel Sheet: ASTM A 7921A 792M, structural quality, Grade 50, Coating Class AZ50 (Grade 340, Coating Class AZM1 50), prepainted by the coil -coating process per ASTM A ' 755/A 755M 1 Aluminum -Zinc Alloy -Coated Steel Sheet: ASTI`vI A 792,'A 792M. structural quality, Grade 50, Coating Class AZ55 (Grade 340, Coaling Class AZK4165) unpainted Galvalume Plus coating Specifier: Prior to selecting metal thickness and panel thick- ne, ,s below, consult manufacturer's span tables and review selection against panel thickness requirements and span con- dition, Select appropriate panel configuration to meet require- ments of design wind pressure. ImportariL Consult this docu- men! when specifying gauge with the intent that it meet a pre- snriptive decimal thickness requirement in addition to strength performance requirernenis. (Click Here to View) Metal parels (to not provid;i diaphragm ,strength for buding stability. a Nomina' Coated Thickness: 126 gage] [24 gage] [22 gagel. , b. Panel Surface: [Smooth with minor ribs in panj [Stucco embossed with striations in pan.). c Exterior Finish: [Modified silicone -polyester two - coat system] [Fluoropoly.mer two -coat system] [Fluoropolymer two -coat rietalic ,color systerni [Exposed Galvaturne Plus coating]. d, Color: (As indicated] [As selected by Architect from manufacturer's standard colors] [Match Architect s custom color] 4� Pariel Width: 112 inches (305 mrr)j [18 inches (457 rrm)) [24 inches (CIO mul 5. Panel Seam Height: 3 Inch (76 mm), H. Water Penetration Static Pressure, ASTM E 1646: UO'it SCC ­ ,,rb.L­. FOR CjRK:NT INTO"' ATIO1 �',UBJEi'T I`OCIIANGE ii�-R,4­,Ul NO'IC' E'FECME APRIL 7,2014 6. Joint Type Snap joint, Specifier: Add underlavrTient materials if reqliired for project. N46CI Ultra-Dek is a watertight structural panel that does not rely upon underiayment materials for waterproofing. Retain slip sheet when recornryiended by manufacturer for separating metal panels from underlayment or substrate materials. 2.4 METAL ROOF PANEL ACCESSORIES X General: Provide complete metal roof panel assem. bly incorporating trim, copings, fasciae, gutters and , downspouts, and miscellaneous flashings, in [man- ufacturer's standard profiles) [profiles as indicated]. Provide required fasteners, closure strips, thermal spacers, splice plates, support plates, and sealants as indicated in manufacturer's written instructions. S. Flashing and Trim: Match material, thickness, and finish of metal panel face sheet� C. Panel Clips: Provide panel clip of type specified, at spacing indicated on approved shop drawings. roof panels. 2.5 FABRICATION A. General: Provide factory fabricated and finished metal panels and accessories meeting performance requirements, indicated profiles, and structural requirements. B. Fabricate metal panel joints configured to accept factory -applied sealant providing weatherfight sea] and preventing metil-to-metal contact and minimiz. !no noise resu . Iting from thermal movement, C. Form panels in continuous lengths for full length of detailed runs, except where otherwise indicated on approved shop drawings. D. Sheet Metal Flashing and Trim: Fabricate flash - Ing and trim to comply with manufacturer's written Instructions, approved shop drawings, and project drawings. Form from materials matching metal panel substrate and finish. 1. Two-piece Floating AS! M C F545. with AsTM A 653iA 653N4, G90 (Z180) hot -dip galvanized zinc coating, configured for corcealment in panel joints, and identical to cips utilized in tests demonstrating compliance with performance recifements. 2. Siriqle-Piece Fixed: ASTM A 980 with zinc electro- , platod galvanized conting D. Panel Fasteners: Self -tapping screws and other acceptable corrosion -resistant fasteners recom. mended by roof panel manufacturer. Where exposed fasteners cannot be avoided. supply fas- tenors with EPOM or neoprene gaskets and heads matching color of metal panels by means of factory - applied coating. E. Joint Sealers: Manufacturer's standard or recom- mended liquid and preformed sealers and tapes, and as follows: I- 1`9clory-Applied Scam Sonlant: ManLifictirer I s standard hot -melt type. 2, Tape Sealers: Manufacturer's standard non -curing butyl tape, AAl,i 809,2. Specifier: Retain one or more ot the folliovvirig four optional pz�iriqraphs as required by Project. F. Steel Sheet Miscellaneous Framing Componerl ASTM C 645, with ASTM A 6531A 653NI, G60 (Z180) hot -dip galvanized zinc coating. G. Light Transmitting Panel: Manufacturer's standard UV -resistant translucent panel, 24 -inch- (610 ml wide, white, with measured haze value of 90 percent 2.6 FINISHES A, Finishes, General: Prepare, pretreat, and apply coal. ing to exposed metal surfaces to comply with coat- ing and resin manufacturers' written instructions. Specifier: Retain one or more of 'It)(, following three fin- ish paragraphs as applicable to The project. Coordinate with Warranty article in Part 1. B. Modified Silicone -Polyester Two -Coat System: 0.20 - 0.25 Phil primer with 0.7 - 0,8 mil color coat[, meet- ing solar reflectance index requirements]. 1. Basis of Design: 1ABC1, Signature 200. Specifier: ?,IBCI s fluoropolymer coatings are based oil Arkemn, Inc. Kynar 500 and Solvay Solexis Hylar 500 PVF2 resins. C. Fluoropolymer Two -Coat System: 0.2 - 0.3 mil primer with 0.7 - 0,8 mil 70 percent PVDF fluoropoly. mer color coat, AAMA 621[, meeting solar reflec- tance index requirements]. 1, Noss of De�ign N1BCI, Signalure 300. D, Fluoropolymer Two -Coat Metailic System: 0.2 - 0.3 half primer with 0.7 - 0.8 mil 70 percent PVDF metal. lic fluoropolymer color coat, AAMA 621[, meeting solar reflectance index requirements]. 1 Basis of Desirin: NIBICI, Sinnature. 300 Metallic. ' - E, Concealed Finish: 0.5 mil total dry film thickness consisting of primer coat and wash coat of manu- facturer's standard light-colored acrylic or polyester backer finish. or greater when measured in accordance with ASTM D 03, K Roof Accessories: Approved by metal roof panel manufacturer. Refer to Section 07 72 00 "Roof Accessories" for requirements for curbs, equipment supports, roof hatches, heat and smoke vents, ven. tilators, and preformed flashing sleeves. 1. Snow Guards: Approved by metal roof panel manu- PART 3 - EXECUTION 3.1 EXAMINATION A. Examine metal panel system substrate and sup- ports with Installer present. Inspect for erection lot- erances and other conditions that would adversely affect installation of metal pariel installation, facturer. Refer to Section 07 72 53 "Snow Guards" for requirements for snow guards attached to metal I . - LVA6 EFirECIlK AlIP, - 7,2014 �L,_ ­,bei,ow. �OR CUP�I,LNI NVORVAION SUBJECT TO CHANG�. 1111HOL11 NOTI'� 1. Inspect metal panel support substrate to deterri-Ine if i,suoport components an, installed as indicated on approved shop d awings, Confirm presence of acceptable supports at recommended spacing to match installation requirements of nietal panels. 2 Panei Support Tcli(:l,rarices: Confirm that panel Sup- ports are. within tolerances acceptable to metal panel systeln manUfOCtLirer but not Nge,riter than the follow- ing� a. V4 inch (6 mm) in 20 foot (6.1 m) in any direc- tion. la, 18 Inch (9 rnri) over any single roof plane. B. Correct out -of -tolerance work and other deficient conditions prior to proceeding with Insulated metal roof panel system installation. 3.2 PREPARATION X Miscellaneous Supports: Install subfiraming, girts, furring, and other miscellaneous panel support members according to ASTM C 754 and manufac- turer's written instructions. 8, Flashings: Provide flaldrings as required to com- plete, motal roof panel system. Install in accordance, with Section 07 62 00 "Sheet Metal Flashing and Trim" and approved shop drawings. 3.3 METAL PANEL INSTALLATION A, Snap -Joint, Trapezoidal Standing Seam Metal Roof Panels: Install weathertight metal panel system in accordance. with manufacturer's written instruc- tions, approved shop drawings, and project draw. ings. Install metal roof panels in orientation, sizes, and locations indicated, free of waves, warps, buck. 1ps, fastening stresses, and distortions. Anchor panels and other components securely In place. Provide for thermal and structural movement, B. Attach panels to supports using clips, screws, fas- teners, and sealants recommended by manufacturer and indicated on approved shop drawings. 1 . Fasten metal pands to supports with concealed clips at each to tion indicated on approved shop draw- ings, with peacing and fasteners recrornmend-ed by manufarturer. 2, Snap Joint Nest standing searins and fasten togeth- er by Interlocking and Completely engaging fictory- applied sealant. 3. Provide weatherproof jacks for pipe and conduit penetrating metal panels of types recommended by manufacturer. 4, Diss nil Materlals� 'Ahere, elements of metal panel System will come into contact with dissimilar materi- als, treat faces and edges in contact with dissimilar materials a, recommondr,di by manufacture.r, 3AACCESSORY INSTALLATION A, General: Install metal panel trim, flashing, and UO -16 SEE .- .bi,l li­ 10I CURRE., ION . T NFORNIA. accessories using recommended fasteners and joint sealers, with positive anchorage to building, and with weather tight mounting. Provide for thermal expansion. Coordinate installation with flashings and other components. 1 � Install components required fo, a complete metal panel asspirnbly, including trim, copings, fhi;hings. sealants, closure strips, and similar items. 2� C(innialy with details of assemblies wilived to estala- ish compliance with performance requireni ents and manufacturer I s writter. installation instruct0o$. 3. Provide concealed fasteners except where noted on approved shop drawings. 4. Set u rits true to line and level as indicati, d. Install work will, laps, joints, and seams that will be perma- nenlly weatner resistant. B. Joint Sealers: Install joint sealers where indicated and where. required for weathertig fit performance of metal panel assemblies, in accordance with manu. facturer's written instructions. 1, Prepare joints and apply sealnirts per requirements of Division 07 S-cfion "Joint Sealants." 3.5 FIELD QUALITY CONTROL n Speciffec Retain paragraph below and edit optic, a when Scope and complexity of metal roof panel installation justifies independent inspection and testing provisions. A. Testing Agency: [Owner will engage] [Engage] an independent testing and inspecting agency accept- able to Architect to perform field tests and inspec- tions and to prepare test reports, 3.6 CLEANING AND PROTECTION A. Remove temporary protective films immediately in accordance with metal roof panel manufacturer's Instructions. Clean finished surfaces as recom- mended by metal roof panel manufacturer. B. Replace damaged panels and accessories that can- not be repaired to the satisfaction of the Architect. SL)r-J1TCI IaCRANG' ii,'n­iCUTW`lICE EFFEC'f IVE APRIL 7.2f"4 C-1 - 2. . I�l 2- Q 11) Q) Q Q) - 0 Q Z -2 in . �; Q) Q: cz�, - 2 �2 C_\1 ,N- L6 CN 1< '30 l 10 C6 r< ,-,� , cyi _N 11r) , C-5 - N E: Cl) LIS C.) F�, '�- Z,L Z.3 "Z5 ,- in, T 1,i�, u . tJ) � . - - :;2� S� .2 `:�: 36a �R 3� - I _�; _t) no S 4z:1 Li .2 6� ::� , - [:-: -ez ,�, '-� ,I� -Z'� ,�a " I (3 ::� dr: 9) (f) - Q E� A) 61 I_ Q_ Ci) - ��___, Q) rz))- . C-- �_ - _:�? . ___ ::zi �_-, ", :t_ I -- E, IS? III - Ci- ri Z_ 0 Z - :2 "' 0 -!-: L_ 2 -t� �s Q t.) 0 9) 6 L�i L_ I- I? [I Li Z U L, I:' � En - C', r r a Q C, ��11� �2' (a zE L� .Z L� Q (3 � - I< - L, M - III 0 L� Ci ct Z L2 ,Z- EiI, - Q) I, 0 iri zi (J C� ::) 0 Z Ir L: Z (/) IUI E 0 F_ �2 c) In LLI 01 I-- '� � C:� � (J" LLI Q) Scole: NOT TO SCALE Drown by. Checkedby. Proillect Enaineer: I Job Number: Erection Guide I Sheet Number: ULD3 of 15 1 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufccturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A H: ,lstan. TX 7 1 .;:.21 R,dh RN,. I,. IN NG) Mb 6224 Phoen,x, A2 9A8 31" 4 :,jjjy� H+wsto l TY ] inti 11 IN e0o 35 tt, 24 P. e . A] N Honsf T%8. 1 6.^.(4 Il ... .iohs IN F 11,5-62,1 P'4ae A7 Sh i4. 6214 •fit Adal GA 3Pa 2"4 Willi k Tx ROD 7 J .224 R,chmontl VA AIM - . - _. A M GA 9 4 4 • LubE k T% O J �,,l 224 Richmond VA ., 32.-A Adel, GA Fl 4 6224 L 0b 1,. TX,'J 42: a Richrn b VA 0 J 5224 Ati;+nia GA9 ] 1fi2: Mampbk TY 1­161224:fn NY WI -564624 A!a N GA ] 1 62;4 M at TN 1' rfi 3 Roma NYa --224 Aslant CAN 2..:24 M. 0 TN R'k' -6 Rana NY 6224 Afwaiot C R 142 G City OK N.C:. - :14 Satt Lake y UT ..1. 2N14 A wMer. CA f a"9 l2 Ok h C OK C : '24 S,N Lake C ty UTA (: 114 24CK Aiwaf CA e2. 93^_4 Okl F ma CRY M 6 9'6224 $nit i F City.. UT 60-U4 2404 (� Callas, . a„r_4t5..1111 i f.M ahe NF v;,q�4;,N .111 San Mfonle TX ...±...,124 ® ® Pains. TX ills 5110 622 t Sar Anton) T%14 C :JP.R224 Oallaa T i .0 a -.... O=iuTM1a NE SV 6:42I� San A .Dole, T%6.,. X99 R?29 •✓ afetal Rof4'and Wiv/1 S:rsrenfs afetal Roof and 11'alt Systems Metal Hoof and 141111 Sp.,'tems ----- 24". 18", 12" _...__..- MALE Y FEMALE RIB 3" RIR Coverage Width - 24" with minor ribs - prepunched 6 holes 18' with minor ribs - prepunched 5 holes 12" no minor ribs - no punching Minimum Slope - 204 : 12 Panel Attachment - Low, high (fixed, sliding) Panel Substrate - Galvalumel!'(standard) Gauge - Standard: 24 Optional: 22 Finishes - Smooth or embossed with minor ribs Coatings - Signature- 200, Signature`" 300, Signatures 300 Metallic PRODUCT SELECTION CHART FINISH SIGNATUREO 300 SIGNATURE`"' 300 SIGNATURE`` 200, GALVALUME ' 14 gauge painted Pf+oer A2 ea. 533 •24 Rana NY 65 62'�' / Satt'- k city M Wv1 4 24;i4 San An i., TX s00 743,.:24 METALLIC -Y-1� PLUSO Insulated - IIW-1473 U 26 24 22 26 24 22 26 24 22 26 24 22 PRODUCT Ga. Ga. Ga. Ga. Ga. Ga. Ga. Ga. Ga. Ga. Ga. Ga. Ultra-Dek 9 r , Pro,Punched(except 12") Use at eave when FL -215 U a solid dock rk r 11' attaching panels to HW -426 ❑ substructure at mid- 1'�2" substructure at mid- "• � -� 24" Wide M M N 0 M 0 1 ■ N X• (18") 7 eave strut, outsideAllHW-7769 HW -7617 ❑ 18" Wide HW -7618 (l M!d-Slope Fwed Plate, Low • 6'-C" length Mid -Slope Fixed Plate, High • g_0" length 14 gauge painted HW -50.1 ❑ 14 gauge painted ' Use as mid -point endlap W, or Ese •. Ridge F.ash F 205 FL -207 FL -126 i..I Use as mid -point endlap when attaching panels to 12" Wide W 45.,'..._ substructure 2' mid -point 4.... / substructure at mid -paint Triple. Bead Painted to match roof Triple Bead 356" x 2 " x 20 U color 5 _"L I a I .l- ed tmd...'_ of Net C x p INC. Go:valume R,- a req sten d a. d u A.Ct .0 trademark of e EC: e to at nc • 1 he Ga m F' Is co 19 6 cub l va .e n fXrngle ho- E''i to coil n cIs } s, It n notfc 1e a1- I' to t II d F ane; Tr,Ga aktme t" If i (5' -a,,, (, , s -It tent Gr tlRfere i h ,ri g aver p ' '.ns IYi:r n ram .'. y �PPear h d ' «gent .lift P'. (.., t0'h s 3. J cons- ter - a,•F earanca s required, MBCI r,n n . e'c+a t ,.at ore Pa Ned panes. be sed.n Ileo of Gaiv. lune Pluse Shade -of- tr panels mans tart .eu from Gaiva'l n us.'`+Tatad materia! de not d m..i ",h tl e st .,1 .u'a Yfxglrlty of me pexlwt. These shade variations should Pe ant,,bated a 4d are net e cake Is, r .;ec?ion, • - Ava':lable in any quantity. ■ - Minimum quantity may be required. SignatureF= 200 White only 24 Ga, is available in all widths, at any quantity. Other colors, finishes: gauges, and materials available; please inquire. CAUTION' ii%apI J r, , ;aal �. ara nsilllb:il.v ..'i., 0 ,. c ;.- :'re Ultra-Dek .(..:v._ - ..C. ... .:L: t:. .? -1.: S C. ., ,.-.Tical,,, EPFI:GINE APR!L ], 2Ci4 SEE A•ww.mbc,.com FOR. CURRENT INFORMATION SuE l "O C'HANQE W.1ti NOTICE uu�i? PRODUCT CHECKLIST Ultra-Dek'w 24 or 22 gauge 2' Sliding Clip, Low 24", 18", or 12" Panel • Factory -applied mastic, Pre -punched (Except 12") 12" 3• 2" Sliding Clip, High 24 18" D 12" U U -T HW -2102 U HW -2104 Q Light Transmitting Panel UL 90 Ultra -Delo (24' wide) Remforrc.drUV Resistant Acrylit iv' ft r HW -200 U I a1 t Field Installed LTP Kit �i' til 12 k I : CGp-Hcy. • 8' 0" length Eave Plate, High te' .1 LON„ Unin ,Mated - H"1-1472 ❑ ' 14 gauge painted Pf+oer A2 ea. 533 •24 Rana NY 65 62'�' / Satt'- k city M Wv1 4 24;i4 San An i., TX s00 743,.:24 14 gauge painted -Y-1� Factory slats Insulated - IIW-1473 U Factory slots I�_fFor Light Transmitting Panel, UL 90 1•�� HW -204 U Ultra-Dek"' (24" wide) ReinforcediUV Resistant Acrylit Clip, Uti':ty • For applications that do not require the 3A" q I1 . FL -201 U Ly - Sculptured Eave Comer Box insulation clearance provided by the low ':�� tl tl '" 3 Riveted Rai! LTP Floating Eave Plate, Low „ Floating Eave Plate, High and high ekps 18gauge Ga!va'urie 14 gauge painted 3•. r �� • For applications over 9 r , Pro,Punched(except 12") Use at eave when FL -215 U a solid dock rk r 11' attaching panels to HW -426 ❑ substructure at mid- 1'�2" substructure at mid- "• � -� point 10'.3" LONG Uninsulated - H'vV-1446U ❑ HW 208 31'-90` ...,COLOR Insulated H'A'-1445U D I :1 E J t. e a I `-(< 11 t J :. ulale.d for -JC o ^Teta _ u c r t t'� I ­ tad, - 1 : 1� 2,4 I [h c t I E aIU E d E { -) L dot tg Ecus have C nd.'ITIU a 1 V! .req. r, dMICII011 A'Tt.oYet ng CI os raV- a Iraxlmum movemeill or ! , va n e reg r i'1e r wn,n cu y '.o, i ui hi'lq'il a le,s woe T the Syst,1l,ri ;; n stalled over bur 0111 SCI, irl+:. ny. IJO,R SEE www.mbui.<om FOR'URRi N1 NF'3Rh1AT ,rJ Si1RJECT TO G,JA6:GE w. THOJT NOTCE'': (iTl`.'F--. AIR!_], 2014 PRODUCT CHPCKLIST Eave Plata. Low • 8' 0" length Eave Plate, High 8'-0" length Nornton Tx R 7 ] 3 .24 Mel, GAY J4 ! Ailanla GA d 1 : 24 Atw111 CA rIN'j,' 4 Oabax. T%t' a e. , k-1 ' 14 gauge painted Pf+oer A2 ea. 533 •24 Rana NY 65 62'�' / Satt'- k city M Wv1 4 24;i4 San An i., TX s00 743,.:24 14 gauge painted -Y-1� Factory slats try" Factory slots I�_fFor use with low clips 'For use with high .$)-sd^-rrzs' Special applications �� 1n � clips HW -428 DA . FL -201 U r Sculptured Eave Comer Box HW -7600 U U H411-76?6 Floating Eave Plate, Low 6-0" length Floating Eave Plate, High 8'-0" length 18gauge Ga!va'urie 14 gauge painted the ridge over hard board nsula on 14 gauge. painted For use at eave Use at cave when Pro,Punched(except 12") Use at eave when FL -215 U attaching panels to 16 gauge prepainted attaching panels to HW -426 ❑ substructure at mid- 1'�2" substructure at mid- Tape Sealer point Oo point Offset Panel Cap Trim 31'-90` ...,COLOR HW -7760 (24") ❑ • Tri -Bead '^-• (18") 7 eave strut, outsideAllHW-7769 HW -7617 ❑ HW -7618 (l M!d-Slope Fwed Plate, Low • 6'-C" length Mid -Slope Fixed Plate, High • g_0" length 14 gauge painted HW -50.1 ❑ 14 gauge painted ' Use as mid -point endlap W, or Ese •. Ridge F.ash F 205 FL -207 FL -126 i..I Use as mid -point endlap when attaching panels to / / when attaching panels to 45.,'..._ substructure 2' mid -point 4.... / substructure at mid -paint Triple. Bead Painted to match roof Triple Bead 356" x 2 " x 20 U color • Used at valleys HVV-7632 ❑ HW -7636: U Rake Support, Low 20'-0" length • 14 gauge painted Rake Support, High ' 20'-0" length 14 gauge. painted Scale: NOT TO SCALE Factory slots HW -430 (24") [] - Factory slots insulation capacity For use w• h low For use with high along the purlins clips *_ j r� clips 3rg r •.I r/ 4arN HW -442 (12") Ultra-Dek"-' s CII 5 Use with Ukra-Dek` • P rn " HW 575 (1") ❑ HW -576 (4h:") U CLIP ALIGNMENT STRAP Use with 24" panel widthsalso R�nnania for is- panel. HW -577 3g (� ") 0 HW -7710 F-1 only HW -7720 U Rake Support, U9,1y • 20'-0 length Curb Healing Eave Plate, High • 8'4' length • 14 gauge pair Led • 14 gaugo painted • Factory slots • Factory slot, S-5!TN Ultra -Delo Wind Clamp For use with utility / / For use at high side r clips ,_ p . ., curb panel lap 3" r up M capacity. place at the rake, eave, • Clamp usage to be yam;,, .--� JV spf ces HW -7722 U istered professional HW -7655 EFF'FC-NE APRIL ]. 2014 SE'- www.mN<Fcom i•CF CURIE..' !NF0IZh1ATlOf: NouBwn, TX 9 - 5"1: Indl C� Atlal, GA JFy 4 Alhi-. GA ] 512-622-1, Atwater CA Ali, 4::,,1,24 Pallas, T%90C R63-8224 ..... .0 ]3 r: tubba k 1% 4 I!ie C.24 .4 Me R TN 6.0-2W-622,1 o_h­ oK 1 : .4 Grt aha, N[ N:0 .4 -e. e2.4 Phaania, AZ 9 0 H ehmontl, VA *7 - 119 4. a R... NY e0 9 :_24 salt Lake cry Cr M d'.-.24!14 San Anton o TX 6, ] S99&224 Nornton Tx R 7 ] 3 .24 Mel, GAY J4 ! Ailanla GA d 1 : 24 Atw111 CA rIN'j,' 4 Oabax. T%t' a e. , k-1 d-- Po is INR 35 6224 L -b6 k TX RU M cops.,. TN 6 0 6 2 Ok',thnrt,e C ty GK Y(% F. 6121 OrnaNa NE ROi ,�-'u2 � Pf+oer A2 ea. 533 •24 Rana NY 65 62'�' / Satt'- k city M Wv1 4 24;i4 San An i., TX s00 743,.:24 Vfetrtl Ron{ and 4Val) Nlctat Rr>uf and Wal! .Sva'rerns Metal Roof and ibifll Sy'smnis I valleys 144 Pieces per carton .$)-sd^-rrzs' Special applications PRODUCT CHECKLIST Inside Closure ROOF PITCH DIM, A PART NO Tape Sealer - Minor Rib Used to fill void at minor ribs Y4-4:12 65 e' FL -241A ❑ 102° Pre -Cut Beveled of the panel at the eave and \ 4,v " I valleys 144 Pieces per carton Special applications EPDM HW -428 DA . FL -201 U r Sculptured Eave Comer Box Rake Slide - High Wind U fHW-512 FL-254 ❑ Back-up Plate • For use at enclops and at a 18gauge Ga!va'urie ff� `t r the ridge over hard board nsula on 2 l For use at eave 90' COLOR Pro,Punched(except 12") METAL FL -215 U ANGL FV ANGLE I 4^ i 16 gauge prepainted Light Transmitting Panel Trim HW -426 ❑ O Tape Sealer � Oo Offset Panel Cap Trim 31'-90` ...,COLOR HW -7760 (24") ❑ • Used at the eave plate, Tri -Bead '^-• (18") 7 eave strut, outsideAllHW-7769 ?56" x ?'r;" x 25' ',C(tZ, closures, endlaps and uM N OlOOII L2J HW -7761 (12" J irirn connections Tri -Bead HW -50.1 ❑ Outside Closure For use at ridge. or W, or Ese •. Ridge F.ash F 205 FL -207 FL -126 i..I (24", 18" or 12") high eave Inc udas Wnch ra :.s Jrd `lex bla nwmbmne 24 gauge momlillilLonsalM Triple. Bead Painted to match roof Triple Bead 356" x 2 " x 20 U color • Used at valleys t and roof curbs HVr .102 ❑ U w Thermal Spacer • Polystyrene block Scale: NOT TO SCALE used to increase the HW -430 (24") [] Project Engineer: insulation capacity Sheet Number: ULD4 of 15 along the purlins HW 432 (18") ❑ g 12" Closure has no minor ribs. HW -442 (12") Ultra-Dek"-' s CII 5 Use with Ukra-Dek` • P rn " HW 575 (1") ❑ HW -576 (4h:") U CLIP ALIGNMENT STRAP Use with 24" panel widthsalso R�nnania for is- panel. HW -577 3g (� ") 0 only Urethane Sealant HW -540J Gray HW 541 ❑ ''' Bronze HW 542 ❑` Almond HN -544 0 HW -213 Q S-5!TN Ultra -Delo Wind Clamp • Use at clip locations to Double Faced Tape • 1"2" x 180 rolls provide additional panel Used to hold insulation in up M capacity. place at the rake, eave, • Clamp usage to be and at any insulation end .--� determined by a reg- spf ces istered professional J �1 engineer. HW -568 U HW -522 U JD23NFORMATICN �IJUJELrr , CFIANG - w'I "Q, Nt)': i,;:: ,-c,. r.� „rr<. r, •� - Sculplured RaKa Trim PRODUCT CHECKLIST High Side Eave Trim t Sculptured Eave Trim 02' 156' 211 4?�a" 102` i fi COLOR--/ 00" of *130' RGcf Pitch FL -110 Specxy Roof Pitch (10-2) FL -250 Sculptured Gutter G0 • of ' Roof Pitch 90'.— !\- 4f,>" 90" 156` 1 A 41+' -A- 102" 90 +`o ......._ 57,4"' 1' Roof. PIs( Specify Roof Pitch ROOF PITCH DIM, A PART NO ry 4'' \ Y4-4:12 65 e' FL -241A ❑ 102° 4''4-6:12 6 ," I FL -241 B U REM ORATED 4,v " I COLOR—!1 2 Sculptured Eave Trim 02' 156' 211 4?�a" 102` i fi COLOR--/ 00" of *130' RGcf Pitch FL -110 Specxy Roof Pitch (10-2) FL -250 Sculptured Gutter G0 • of ' Roof Pitch 90'.— !\- 4f,>" 90" 156` 1 A 41+' -A- 102" 90 +`o ......._ 57,4"' 1' Roof. PIs( Specify Roof Pitch ROOF PITCH DIM, A PART NO 1/4-4,12 6Y,R" FL -240A L] Y4-4:12 65 e' FL -241A ❑ 414-6:12 6 e' FL-24oe U 4''4-6:12 6 ," I FL -241 B U 51,/,. __+ Iy ,5..' H� 102. 41" COLOR )OF PITCH /4 1,35' ROOF PITCH DIM. A PART NO 1A 1'e:12 2" FL -265 24:12 311/,6" FL -265B Ridge Flashing - For Ridge Vent F 1— COLOR ROOF PITCH DIM. A PART NO 1.'2-33'aa2 73h" FL -303 31V-612 81 " FL -304 0 Ridge Flashing - Floating y,.. \/ aP ? •fz � 120" 120" ROOF PITCH DIM, A NOTE PART NO ''4-2!y:12 fila' rcre;�•,nt«m»ynnslarx FL -213 L] 2-16-4',12 7!'2"• FL -214 L] 21;,12 10114" r r FL -205 ❑ ` 'eek r'"" pa in9 2 • --4:12 11" _ s FL -207 :FFECI •6"RI:1, 2f14 SC w.mhei.com.::rt CURRENT i. iOR1,W111N 11jr1ji 10 NHA v "111.11ry In.c ue HooNan Tx W7 113 M4 Mei, GA 9 f 1 Anania GA , - A—., CA IF Oataa. TX N.r1 +3,22, ,5 i$JECT TO GI,A GE WI TH(NJT NOT+,CF t10 -,G h,di Pdm IN R3 ]3 6224 Pi AZ 6$2 C224 L hh k oi -1 els 1124 Rkhmo tl VA o f ff-fi/ie V­pffis, TN i 6224 Rance NY a V)-622,1 4 Oklanama CA" 6 1W, "P.,;2 heli Lak CRY UT Wfl -2 Ornal:a HE [W I6, 6224 San Ancon o TX 10'3 598.0'.:24 Masi-111111re-VEOPS"91 IN. 11111-311 Gutter Strap Ridge End Cap Perforated Vent Drip N O � Cx66j 11 REM ORATED I I Specify Roof Pitch :FFECI •6"RI:1, 2f14 SC w.mhei.com.::rt CURRENT i. iOR1,W111N 11jr1ji 10 NHA v "111.11ry In.c ue HooNan Tx W7 113 M4 Mei, GA 9 f 1 Anania GA , - A—., CA IF Oataa. TX N.r1 +3,22, ,5 i$JECT TO GI,A GE WI TH(NJT NOT+,CF t10 -,G h,di Pdm IN R3 ]3 6224 Pi AZ 6$2 C224 L hh k oi -1 els 1124 Rkhmo tl VA o f ff-fi/ie V­pffis, TN i 6224 Rance NY a V)-622,1 4 Oklanama CA" 6 1W, "P.,;2 heli Lak CRY UT Wfl -2 Ornal:a HE [W I6, 6224 San Ancon o TX 10'3 598.0'.:24 Masi-111111re-VEOPS"91 IN. 11111-311 Gutter Strap Ridge End Cap Perforated Vent Drip N O � Cx66j 11 REM ORATED FL -246 ❑ FL -201 U Sculptured Eave Comer Box Rake Slide - High Wind C U aT /" XZ FL-254 ❑ Box Panel Cap !rim 4 11 451, ff� `t r 77 2 l h' ; 90' COLOR HW -132 U FL -215 U ANGL FV ANGLE I 4^ i Variable Termination Light Transmitting Panel Trim // COI OR�� O � Oo Offset Panel Cap Trim 31'-90` ...,COLOR -- 3',a —4 FL -1171] FL -:168 D Floating Peak Box* ',C(tZ, 1 i N OlOOII L2J use lv lf,kdge Flay FL -700, FL -202 FL -125 LI FL. 210 FIL 214 1 300, FL -3111 FL 51c or t1-541 W, or Ese •. Ridge F.ash F 205 FL -207 FL -126 i..I FL 3r . FL -30.4 FL 4 t. o FL 441 Specify Roof l'°bh FL 271 U Inc udas Wnch ra :.s Jrd `lex bla nwmbmne U0:2 SCE www,mbcl<om Fell CURREV NI'ORNIA'!ION SUGJEC r TC CW:NOE WIT �e-,T NG� IGL er•c,1.11. rv<r,—. N C N O � Cx66j 11 � O 2 O C U v U Lu o 0 a U to o 0 LL O 2 U O � Oo U U' l L v1 In O lO` CL2 CL L, N�Z- N OlOOII L2J tJ O U w vQ Z (1010 a U 3 U w O Scale: NOT TO SCALE Drawn by. Checked by. Project Engineer: Job Number: Erection Guide Sheet Number: ULD4 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only -The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A PRODUCT CHECKLIST Standard Vallev Extended Valley Z -SPECIFY ANGLE SPECIFY ANGLE ,iq Hex Washer Head with fie" 01). washer yam' SU8,EC' C RANGE v,Ti40.JT NOT CF, � v _ eave strut, or valley X45- ``45., FL -700 ❑ FL -708 U Perforated Vent Drip a FMustnn TX F,77,M.6224 1 p li IN ata3 Phoenix A2 J 4 plate or eave strut I 3 " indiananalls IN 2(+ ',224 phoa•i x A] N3 i L."F Nouse T%3 -1's Parapet High Side Flash Parapet Rake Flash Y....._ 4>i" U Adel GA 2 Alienia GA.7--Q2,4 U.224 L bb k %. 0 SJ 22 ih M V TN101-G-2.1 R<hmo d VA 1 '- _ 729 NY N 24 t I_ aa•"- A-... Gni Ado!.GA37114M,_161 : 4 L bb k T% 03 53 <24 gwM1mond VA .c2.'4 E.^e4 Ad 1, GA JO .' L224 inrr':anntwhs INA t f, �.1 Lubbock TX 62'x. pho A28Y 3:'�6)1: Rich d VA 0' 291,224 Clip to Puffin wlih over Fastener #2A Use In place of wator M U 1111, OK L -..[[. Soin+e a t Lok y Ui 7.24rn1 FL -236 (5") iU II Al arvla, CA ,t<nl d �a1or. M. P'a TN ;1;;0 6 J Roma. .1-5r'111221 55.f V.224 A11 G 2, 2- 2 24 Mmmp:,s TNS .^,:$221 Ro, NY / COLOR Fastener "V tB Oal as, T%8.. C5. f�[ On aM1n, NF .t:0i,6 -::.4 San Anioole TX 1- NH -b2:, (� l'y l`J A CA CO A29-1924 pxi':as Tx 3.) 5..:.621" Oki N City, D t': �.« O kF ^n..1,& Salt Lek ty UT A_CPr4-2404 Atw CA e' -. OJ>u -:3-622r Oklahoma City, PK 90. Jar 022a 6a1 l k C, f. U GO C-'4:104 Fastener #5 Rake support to purlin _l to outside closure H- 0 • Floating eave plat, to A'frfal f?o(f and V1, all J;r�reraa,c Lleta( Roof and Wcrll Svu<'aras 10 x !/a' Aluminum Grommet aha, .:.v 1 ban Ai4 1 TM .l )E.0224 pallaa. Tx ..0 Omattx. NF Fl -45:E221 San AMol,io TX 8^. `^94 N"):I ®y • Trim to trim connections W tt /4--14 x Tia" Lap Tek Long Life Self Driller 'Se" Hex Washer Head with sealing washer 1/,1"-14 x 1Shoulder Tek 2 Metal hoof mad tt;a(l .Sewers (Long life exterior fastener) PRODUCT CHECKLIST Standard Vallev Extended Valley Z -SPECIFY ANGLE SPECIFY ANGLE ,iq Hex Washer Head with fie" 01). washer yam' SU8,EC' C RANGE v,Ti40.JT NOT CF, � v _ eave strut, or valley X45- ``45., FL -700 ❑ FL -708 U Perforated Vent Drip Metal Vent Material `\-PERFORATED - Rake trim to roof pariet ZJ plate or eave strut I • Outside closure FL -254❑ HW -525 ❑ Parapet Rake Cleat, High Wind Parapet High Side Flash Parapet Rake Flash Y....._ 4>i" 4" OPEN Mous!!+ Tx E 3,l Adel GA 5P 7' ' 1 G Atianu, OA 1 'Z4 Atwafar CA % RT iZ4 Oal as TX h 0 � , ..e.4 ItMlan Tx IN CO W3 ,l 21 L,--, TN a -N G114 M pi' TN Eur 0 6 24 PM.ahnma C,ly OK JO f,,7 r,221 O,ner,e, NE floc- lie 1224 J HEM I_ SPECIFY-� 1'.,"ice-. 3", :i or 7" fic: Hex Masher Head with seating washer , (Long life exterior fastener) ❑ ANGLE Clip to Puffin wlih over Fastener #2A Use In place of FL -785 (3") ❑ 4 insulation thickness FL -274 (4'/2.") ❑ FL -236 (5") iU FL -290 ❑ FL -275 (31%2") ❑ FL -287 7" Counter Flash Alternate Counter Flash Shaping Tool COLOR / COLOR Fastener "V tB 17 x 1" Type AB Long Life El2 24 Gauge Meteial FL -341 ❑ 24 Goug, Material FL -343 ❑ HtN-600 LJ IT 01-a iI Fastener #1 Clip to purlin with up to Fastener #1 E Panel to eave, plate. ,iq Hex Washer Head with fie" 01). washer 4" insulation thickness SU8,EC' C RANGE v,Ti40.JT NOT CF, � v _ eave strut, or valley - •- '+��n EE EFFEC.. IVF. AF'.tlt...1..1. 5.....www.mtx.i.com • Eave plate,: to eave strut 5.,3.;cCT TO (;V,ANGF plale �Q U Er, Inside closure to eave o Rake trim to roof pariet ZJ plate or eave strut h N O O • Outside closure V l� • Mid -Slope Fixed Plate to Puffin Light Transmitting panel i Jmjiqtrim • Endlap R 11 sbr T% i .III_'•i Adel, GAA 377- � 4 Ail- GA 3 5f 82 1 Al.-,, CA 14V,", -1,;,14 Oalias, Tx MO 6536224 ..._{t. Cl Mous!!+ Tx E 3,l Adel GA 5P 7' ' 1 G Atianu, OA 1 'Z4 Atwafar CA % RT iZ4 Oal as TX h 0 � , ..e.4 ItMlan Tx IN CO W3 ,l 21 L,--, TN a -N G114 M pi' TN Eur 0 6 24 PM.ahnma C,ly OK JO f,,7 r,221 O,ner,e, NE floc- lie 1224 ;,"-14 x 1ba" Long Life Driller • Snow gutter to eave plate 1i4'-14 x 1" Driller Rove, 1X IIT T 3 Adal 4A A'.1 14 Atlar:la. OA 12 224 Atvmbr CA F, -.;.i _4 Dailaa. TX 3:M 553 EZ. j fic: Hex Masher Head with seating washer Hex Washer Head with OV O. D. washer ❑ (Long life exterior fastener) ❑ Fastener #1 F Clip to Puffin wlih over Fastener #2A Use In place of 4 insulation thickness 12 x 1" Pancake Head Driller Fasteners #1 E and #4 02 Quadrex Drive Pancake Head at all str,pouts ijllY It 1 I IiI°. i t Ett 1 : L2 Q� i 11 I�i�, l,;,djl)��� � � Fastener "V tB 17 x 1" Type AB Long Life El2 -14 x 1Y" Dr'ler `V x'.a' Pop Rivet e Hex Washer Head wllth sealing washer y":u" Hex Washer Head with seal rig washer ❑ (Long life exterior fastener) ❑ Fastener ilf<1 Ridge and o,'Tor flashing Fastener #5 Rake support to purlin ridgelexpansion lap to outside closure H- 0 • Floating eave plat, to • Gutter to panel 10 x !/a' Aluminum Grommet eave strut U w Gutter to strap Scale: NOT TO SCALE Drawn by, Checked bv,' • Trim to trim connections tt /4--14 x Tia" Lap Tek Long Life Self Driller 'Se" Hex Washer Head with sealing washer 1/,1"-14 x 1Shoulder Tek 2 (Long life exterior fastener) zW Hex Washer Head, no washer ❑ Fastener #6 • Clip to oist Fastener 118 • Spacial application fastener • Eave, plate to beam • For use on 2 x 4 lath and other solid wood deck (Not for use In plywood) i 33 p�}f i 12-24 x 1 V,,- Tek 4.5 10 x 1'%s' Woodgrip 4,4: Hex Washer Head with Yit" O.D. washer ❑ 14' Hex Washer Head with n' O.D. washer ❑ IFastener #9 6 � � ri��c4ec � i • . PRODUCT CHECKLIST Special application fastener ( Fastener #226 • For use on 2 x 4 lath, other solid wood deck, OSB. and plywood • Dekstrip to expansion ridgelexpansion lap Wi l x'',S,i' Rivet Cendalum Closed End Rivet ❑ 10 x 114-" Long Life Woodgrip Fastener #11 • Special application fastener ie'Hex Was"er Head with sealing washer ❑ • For use on masonry Fastener #10 • Special application fastener • For use on structural steel up to lv' thick 11. =i • Requires pre -drilled Cole �--"-- - f 1 11!11 �,t:k ill Ill i �4" x 1 %:' Nail Drive Masonry Anchor ❑ Fastener #14 • Gutter strap to snow gutter Trim to trim connections t4"-14 x 1' Type B SEE -W.-, FO.. CJRRENT INFORMATION CHANE Vs H.Ur NOTICE UV -23 ,iq Hex Washer Head with fie" 01). washer FOR CURREN'' INFORMATION SU8,EC' C RANGE v,Ti40.JT NOT CF, � v _ Fastener #12A • Support plate to purlins at----'--,,; - •- '+��n EE EFFEC.. IVF. AF'.tlt...1..1. 5.....www.mtx.i.com valley and hip conditions 5.,3.;cCT TO (;V,ANGF WTI iOUT NOTICE �Q U Er, Rake angle to purlins o C O cS rrQnC j ZJ J h N O O O �191�11'11XT a Cz U U V W R 11 sbr T% i .III_'•i Adel, GAA 377- � 4 Ail- GA 3 5f 82 1 Al.-,, CA 14V,", -1,;,14 Oalias, Tx MO 6536224 Ss" x ?s' Pop Rivet Cl Mous!!+ Tx E 3,l Adel GA 5P 7' ' 1 G Atianu, OA 1 'Z4 Atwafar CA % RT iZ4 Oal as TX h 0 � , ..e.4 ItMlan Tx IN CO W3 ,l 21 L,--, TN a -N G114 M pi' TN Eur 0 6 24 PM.ahnma C,ly OK JO f,,7 r,221 O,ner,e, NE floc- lie 1224 Fastener #14A • Snow gutter to eave plate / Rove, 1X IIT T 3 Adal 4A A'.1 14 Atlar:la. OA 12 224 Atvmbr CA F, -.;.i _4 Dailaa. TX 3:M 553 EZ. j IndlanaRuhs IN 3 0-]32.1,1 Lubbock, Tx SO: 642.'4 Memph s Tl. SO: 20 6224 Okl .1 Cd, OK A,x ;rI Cit, 0,-r . HE f+0,;-450.6224 • Outside closure to back- Metal Roof and 11'cril Svslenxr up angle at hip condition w O Moral Rauf nnff Wal' ,St +'tA�rns 12 x 1" Pancake Head Driller U 02 Quadrex Drive Pancake Head ❑ 9K : L2 Q� Fastener #46 Special Application Fastener "V tB El2 Endinp over solid deck `V x'.a' Pop Rivet ❑ Z or rigid insulation Fastener #228 •Dekstrip to expansion: i Me j Q H ridgelexpansion lap '4'-14 x 's'e" Long Life Type B H- 0 3 5;u" Hex Washer Head with Sealing Vlasher ❑ 10 x !/a' Aluminum Grommet Washer G ETFECJIVE AR IL 7„2014 SEE -W.-, FO.. CJRRENT INFORMATION CHANE Vs H.Ur NOTICE UV -23 UO -2A SEE www mbri.con• FOR CURREN'' INFORMATION SU8,EC' C RANGE v,Ti40.JT NOT CF, � v _ c RR 4 EFFE ._A. R._/. _GI - •- '+��n EE EFFEC.. IVF. AF'.tlt...1..1. 5.....www.mtx.i.com '::'- FOR GvRHEn{T.NFORM1tAn(3N 5.,3.;cCT TO (;V,ANGF WTI iOUT NOTICE �Q U Er, o o C O cS rrQnC j ZJ J h N O O O C U a Cz U U V W R 11 sbr T% i .III_'•i Adel, GAA 377- � 4 Ail- GA 3 5f 82 1 Al.-,, CA 14V,", -1,;,14 Oalias, Tx MO 6536224 Ind k -T F p IN 9 0 3 "24 Wv F k TN 6 T.1O (624 Mernph Th POG 218 6 Z4 Oki h C ty PK111,­­-4 Omaha, NEE., - .03[..1 Pnvanix, AL t 2 R.cM1mo Y 00 0 - fi< » Rortn NY COC '9 24 Soft Laka C } UI !P 4 Milt Sun Anton o Tx & 159+13224 Mous!!+ Tx E 3,l Adel GA 5P 7' ' 1 G Atianu, OA 1 'Z4 Atwafar CA % RT iZ4 Oal as TX h 0 � , ..e.4 ItMlan Tx IN CO W3 ,l 21 L,--, TN a -N G114 M pi' TN Eur 0 6 24 PM.ahnma C,ly OK JO f,,7 r,221 O,ner,e, NE floc- lie 1224 .1ch AZA J .224 il- 0 YAW f 6. 'i -8J.14 ROfM. NY 3 55: 62'" Salt 1 City IIT Wr R: 1 .`4:iA fieri Anlome. TX .,OS ,ir x.224 k O R O Rove, 1X IIT T 3 Adal 4A A'.1 14 Atlar:la. OA 12 224 Atvmbr CA F, -.;.i _4 Dailaa. TX 3:M 553 EZ. j IndlanaRuhs IN 3 0-]32.1,1 Lubbock, Tx SO: 642.'4 Memph s Tl. SO: 20 6224 Okl .1 Cd, OK A,x ;rI Cit, 0,-r . HE f+0,;-450.6224 Phon+i AZ e83,133 E224 R chino tl2,fi224 Ronne. NY 5 'b d fiaK i aM City UT. iD k 4= - San An<omo, TX SOO 6FIV,S_24 Metal Roof and 11'cril Svslenxr w O Moral Rauf nnff Wal' ,St +'tA�rns Metal Roof and 44n1,' Sytea>nu U 1. A single itch eave strut mast be used with the Ultr -D k- g p a e noon system 2. Make. sure a r'1ke angle or an alternate structural flat surface has been Installed on top of the purlins to accept me Rake Sunport'. 3. The walls do not have to be erected before the roof is installed. However, for the purpose of this manual, we have assumed that the wall panels have been installed. 4. All primary and secondary framing must be erected. plumbed and squared with bolts tightened according to accepted building practices. 5, The substructure (eave to ridge) must be on plane with a tolerance of 14 in 20' and %" In 40'. 6. Ultra -Di can be erected on various types of construction. However, for the purpose of this manual. we have assumed that the roof will be installed on a new., pre-engineered metal building. 7. Ultra -peke, roof panels can be furnished in 24 18", and 12" widths. However, for the purpose of this manual, we have assumed that the roof panels viII be G4 wide. e. 8. It is critical that the purlins or joists at the ridge and endiaps be exactly located as detailed in this manual and that they are straight from rafter to rafter. Any mislosaticn or bowing of these members can cause the fasteners at the end'aps or outside closures to foul the purlin or the back-up plate to foul the clip as the panels expand and con- tract. 9. Peak purl in spacing (from the renterilne of the building) - 12" or 16" of a 9" or 12" Ridge vent. 10. For the purpose of this manual, we have assumed that this is a standard roof. If your roof is to be UL 90 rated, see special UL 90 requirements on page UD -4. 11. Read recommended erection practices an pages UD -48 thrll UD -50 before proceeding with roof installation. 12. The manufacturer recommends the use of a screw gun with a speed range of 0 - 2000 RPM to properly instal: all fasteners referenced in this manual. Tools rated to 4000 RPM should never be used for self drilling fasteners typi- cally supplied with metal building components. 13 Field cutting of the parols should be avoided where possible. if field cutting is required, the panels must be cut with nibbler^,, snips, or shears to prevent edge rusting. Do net cut the panels with saws, abrasive blades, grinders, or torches. NOTE It is the responsibility of the erector to install this roof using safe construction practices that are in compliance with OSHA regi-daticirs. The manufacturer is not responsible for the performance of this roof system if it is not installed in accordance with the instructions shown in this manual. Deviations from these instructions and details must be approved in '.vriting by the manufacturer. CAUTION cac,,•I,:;.:,1 . I"fin slab,i;. s..,,...Y:.._,. yt`:e UIt,a D6,k` >.,..,k.:r CAUTION 1.: ,.on 12. c;:uiF1 .„ l 4-> T. 1 n. .-.., CAUTION n• ., t, _ are fr. 11,.,t,.....1 ,1'. , s �>; ,..:AI, f:- a- 4.4 ._.,.c; ,a c(,li.t;-:i,T•s cf X" o'tJ r,, r , 4 to o ,r ..-. t , :.a,.., WARNINGt:gfat t, ons. _itti;tU f4<,ane.s are not des t,_ed or ir?.,.tTd_.t 1r4 f3c!ar the Suelr;.Tt Lf any peirsoll wn..o:. , steNT.;nv. sloilid. 4f1 or resting on tixc?m. THE MANUFACTURER DISCLAIMS ANY WARRAC Y OR REPRQ 5FNT.ATiC3iv. EAPRESSE,l) OR t6 PS I£:D, that any peso T can safe=y wall', step, stand or rest on or near these €€ght transmittifiSl panols or that tneU cc.rTpty with any OSHA ret r.s:.,;ia7T. Up .111" SEE www mbei eon F`' CJRPL :T Nr,iPMATION SIIFJEC r TO CHANGE WITHOUT NOTICE EF 1'EC 'JC APRiz 7, 2014 onryiW. CAT"A EfSECI' EA W'.. 7, 2014 SEE www.mbc.com rOR CUF'�±ENT IN Upon receiving material, check shipment against shipping list for shortages and dam- ages. The manufacturer will riot be respon- sible for shortaces or damages unless they are noted on the shipping list. Each bundle should be lifted at its center of gravity. Where possible, bundles shnutd remain banded until final placement on roof. If bundles must be opened, they should be retied before lifting. When lifting bundles with a crane, a spreader bar and nylon straps should be used, NEVER USE WIRE ROPE OR CHAIN SLINGS. THEY WILL DAMAGE THE PANELS. When lifting bundles with a forklift, forks must be a minimum of five feet apart. Do not III port open bundles, Drive slowly when cross- ing rough terrain to prevent panel buckling, DO NOT DENT OR PING PANELS. CAUTION resp,:,lie fcy <'!_; (.s Orn lc!i,,, d 2 .lilt 1 If. 'tlltq arz.l st, T 4Cia. F, IEJL'�i TO CHAN �,; AI'=:OU1'NOnCE VO -27 d RIGHT WAY iii _ J tt q � A TO , (I) L1 s WRONG WAY HANDLINGIPANEL STORAGE Standing on one side of the panel lift it by the seam. If the panel is over 10 long, lift it with two or more people on one side of the panel to prevent buckling Do not pick panels up by the ends. NOTE Protective gloves and safety Wasses should always be used while handling panels. OSHA safety regulations must be followed at all times. Store bundled sheets off the ground suf- ficiently high enough to allow air circulation beneath bundle and to prevent rising water from entering bundle. Slightly elevate one end of bundle. Prevent rain from entering hundie by covering with tarpaulin, making provision for air circulation between draped edges of tarpaulin and the ground. PROLONGED STORAGE OF SHEETS IN A BUNDLE IS NOT RECOMMENDED. If conditions do not permit immediate erection, extra care should be taken to protect sheets from staining or water marks. Check to see that mois,ure. has not formed inside the bundles during shipment. if mois- lure is present, panels should be uncrated and wiped dry, then restocked and loosely covered so that air can circulate between the panels. BAND ONLY This method is used on all orders. unless otherwise specified by customer. The pan. els are banded together, causing them to curl up. This enhances the strength of the tundes. Panels bundled in this mariner may be handled by a forklift in lengths to 30'. The forklift should have at least 5' between forks. Lengths in excess of 30' must be Gfied utilging a spreader bar. Special care must be given during handling to avoid damage to the lock- ing edges of the panels, "I' . O T.� 00 4 - - r' •4 :. APRI Fro VU�2a SEE w+v+v.mbel.<om FO.i Ci.RREv'Mf'(1RMn IGN £VEJECT 7'O CHlN,E VJI ,., t(4 IGc CI EC.I.E L7.2 N Job Number: Erection Guide Sheet Number: ULD 5 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. CRCE3A ENCE3A M § O � 4 1N p 0 �Q U Er, o o C O cS rrQnC j ZJ J h N O O O C U a Cz U U V W V12 N L L L2 U w O U `V o0 : L2 Q� t21:1 "V tB El2 O Z o vQ Q H Ln H- 0 3 Eli U w O Scale: NOT TO SCALE Drawn by, Checked bv,' Job Number: Erection Guide Sheet Number: ULD 5 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. CRCE3A ENCE3A R2 FLOATING SYSTEM FASI FNFR#5 FIXED SYSTEM FASTENER #1 2 X 4" RAKE ANGLE STEEL LINE RAKE SUPPORT -' -- FASTENER#12A FASTENER #5 (SHOE'. DER FASTENFR) PURLIN 'Not by Building Manufacturer EIIECI'IVE APRIL 1.20 11 ScF www.mhci.con FOR. C..RRENT INFORMATION RAKE SUPPORT Attach the rake support on top of the rake angle with the proper self -dnl..r g fasteners on 2'-0"a Cc with a fastener in the first and last prepunched slot. The vertical leg is to be installed square with the eave. Center fasten- ers in slats. FASTENER REQUIREMENTS • Fixed System Purlins- Fastener #1 Joists- Fastener #6 • Floating System Purlins- Fastener #5 Joists- Fastener #5 (Pre -Drill) IT IS IMPORTANT THAT THE RAKE SUPPORT IS INSTALLED STRAIGHT AND SQUARE WITH THE SAVE AS IT CONTROLS THE ALIGNMENT OF THE ROOF SYSTEM. Install b pieces of double faced tape (not by building manufacturer) on 3'-0' centers to the top of the horizontal leg of the rake support. This will help hold the Insulation, in plane at the rake. CAUTION (For Floating Systems Only) R t in,. t :.3.::t.. are 2nd, r -1'k {,rAU I tY. N AL kq �., r c i A tY RE 1, PRIOR Te SHl SUP.,ECr-(1 CHAIOE 1v , HOU r NOTICE .2U --2J TRI -BEAD TAPE SEA BOX PANEL CA TRIM FASTENER #14 AT 6-0 O.C- WALL PAP FAS7FNER 914 r 5OO.c. ' DOUBLE FACED TAPE STRUT WALL PANEL INSTALLED BEFORE ROOF FA. TFN: R 3114 TRI -BEAD` O ATS O.C. pl Fbush n. Tx NT} J tf '24 Ind 1N 2R0 ]35 "224 Phaen x A. F Pbusi TX 171-111-1211 1 1 4 1 v IN 3 fi224 N- AS 11-511-1211 To O Nohaipll, TX k77 -',l AE221 Ir it IIx. IN 1(x -?,I, ::+24 P ­m AZ VA }F2=, co vi U g o Ariel, GA ll". o .li Lubb k TX 03 .6J ' 2A R,c and YA =1 Ado CA 6 4 {2'.3 L bb X T%:N J U2"t Riehm d V4 P 729-:2224 Atlei, GA 2S d4 -' 4 L bbe N T%A„0 ' x t22A R <hmond VA f ] ' QV __4 A III. EA 877-512-1,224 M PR a TN 1.0.2 6{ 4 Roma NV -111-622'1 An4nt f4 J 2 -224 A1. !' a IN 3x 2 82' Rome NV K %1 .. Alienia GAF M PM1' TN :: 02,6-21 Rnrna. NY N ,112 24 Salt I.P. 16(14 ^ AMatar CA CJ 9-: 3.'d Okl h Cry, ON C , '224 Salt I-01 City. LITN f N 4-2404 AMatc CA',(' +3.- s324 CHICdy OK tI -'. 9:224 SI Cly UT 60' 17421JI O Afwai•r,C V L..'[ Cai,ns, TX S.i fi t-(iJ2., C y OK G ..2a Cn raha, NE 1,41 4'iE ,...[4 y .So- Syn Antc 10 TX N....;. -61,.14MI /� O _ Dxias TX 3. 5.. -fi21 C -L, NE .:U 45b .2a Spn An only TX ..C-"MN-Eu..'4 Dal'aa TX ...0 �11 tll2a Omnl a.:F o:'+-0v,be[4 Sa � Aninmo TX 8; }��9., 6224 Afetal Roof and Wall Slllrms C O C C �L2 Q? 11etrtl Roof and Yiidl ,System's Metal Roof and bl4rll Sv:NwIns Lz OZ ❑ ❑ O R2 FLOATING SYSTEM FASI FNFR#5 FIXED SYSTEM FASTENER #1 2 X 4" RAKE ANGLE STEEL LINE RAKE SUPPORT -' -- FASTENER#12A FASTENER #5 (SHOE'. DER FASTENFR) PURLIN 'Not by Building Manufacturer EIIECI'IVE APRIL 1.20 11 ScF www.mhci.con FOR. C..RRENT INFORMATION RAKE SUPPORT Attach the rake support on top of the rake angle with the proper self -dnl..r g fasteners on 2'-0"a Cc with a fastener in the first and last prepunched slot. The vertical leg is to be installed square with the eave. Center fasten- ers in slats. FASTENER REQUIREMENTS • Fixed System Purlins- Fastener #1 Joists- Fastener #6 • Floating System Purlins- Fastener #5 Joists- Fastener #5 (Pre -Drill) IT IS IMPORTANT THAT THE RAKE SUPPORT IS INSTALLED STRAIGHT AND SQUARE WITH THE SAVE AS IT CONTROLS THE ALIGNMENT OF THE ROOF SYSTEM. Install b pieces of double faced tape (not by building manufacturer) on 3'-0' centers to the top of the horizontal leg of the rake support. This will help hold the Insulation, in plane at the rake. CAUTION (For Floating Systems Only) R t in,. t :.3.::t.. are 2nd, r -1'k {,rAU I tY. N AL kq �., r c i A tY RE 1, PRIOR Te SHl SUP.,ECr-(1 CHAIOE 1v , HOU r NOTICE .2U --2J TRI -BEAD TAPE SEA BOX PANEL CA TRIM FASTENER #14 AT 6-0 O.C- WALL PAP FAS7FNER 914 r 5OO.c. ' DOUBLE FACED TAPE STRUT WALL PANEL INSTALLED BEFORE ROOF E STRUT WALL PANEL INSTALLED BEFORE OR AFTER ROOF FI. AT EAVE JY�\ TRIt:.1 OFFSET P.ANCL -CAP \ TRIM 2�LAF ETHANE 1LANT OFFSET PANEL CAP TRIM ENDLAP DETAIL `Not by Building Manufacturer UD -3 U 51`'. www.mbrt.com FOH CURRENT INFORVATION URETHANE SFALANT FLAT EAVE TRIM ENDLAP DETAIL sua,.c.. ToC AN(,: 111`11(2'_ LOW SYSTEM EAVE For applications in which the wall panels have a!rr.,ady been erected, Install box panel cap trim or offset panel cap trim to the Rave strut with Fastener #14. Trim must be pulled tight to wall panels before fastening to eave strut For appticat ons in which the wall panels have not been erected: use offset panel cap trim, Lay Tri -Bead tape sealer on top of the panel cap trim (flat eave or offset). Install double faced tape along the lergth of the top leg of the panel cap trim (flat eave Or offset). Double faced tape must be upslope from TP -Bead tape sealer. Lap flat eave or offset panel cap trim 2". Apply two beads of urethane sealant between the trm pieces, approximately 1" from the end o` the bottom piece. NOTE Refer to building erection drawings, bill of materials or shipping list for the type and style of I trim, T NO I'. CF . F FCTI:'F. AWT'- ], 2(14 LOW SYSTEM EAVEI FASTENER#1 METAL INSIDE SI h".ETAL "JgIDc� I s,z;.,. Aa.., CLOSURE\ / -FASTENER#14 CLOSURE; ! AT 5'-00.C. TRI-BEaD--- - Using Fastener #1, attach the e first inside TAPE SEALER' / •DOUBLE FACED TAPE closure to the eave strut, locating the face of : 1 the inside closure with the steel line. NOTE BOX PANEL. CAP - THAT THE FIRST INSIDE CLOSURE MUST TRifvt BE FIELD CUT IN HALF TO FILL. THE VOID UNDER THE PARTIAL RIB. FASTENER 414 - AT U-0 O.C. Locate additional closures on 24" centers EAVE STRUT from the first closure to maintain panel mod- ule attaching each with Fastener #1. Install 1NALL PANEL J - two fasteners per closure. The irs, fastener should be installed through the slotted hole to allow for any adjustment that may be required. Place Tri -Bead tape sealer on the top and side of each closure to complete the seal at the eave. These may be pre -taped before instal- lation. To maintain panel module, metal 24' ON inside closures must be installed at 24" CUT FIBERGLASS centers. Measure from tab to tab located CENTER"---K=- I FROM VAPOR BARRIER on the metal inside closure. TRI-eEAD AND FOLD VAPOR TAPE SEALER - BARRIER OVER Roll out insulation from eave to peak, Lay- ` \� I�1 "rte ing the side of the insulation on top of the rake supportThe first roll should be 3' wide. This will keep insulation sidelaps t' from panel sidelaps. Allow approximately 4" of ti ,` 1 , ,r1j;;1 insulation to hang past the double faced tape (downs bel -re stickng the insulation to the double faced tape. Cut and remove the fiberglass approximately 4„ and fold the vapor barrier back over the insulation (upsione). DOUBLE FACED TAPE NOTE Refer to building erection drawings. bili of materials or shipping list for the type and \-- FLAT EAVE stvle of eave trim. TRIM CAUTIO h'g, lolsq�,_g3s F, ont f 4f Fm4.at- *Not by Building Manufacturer EFFECTIVE APRIL. 7.2'2'1' SFF www mhc .cpm IOR C1ILRE'1'1 INFORMATION SiJa,ECT TO CHI vi!THOuI NO' .0 11D-31 Nousbr, T% IY52L4 ImJ Pui a. iN ICC -51,224 Phoani:a Ai (' -52 a nouxt+ T%S ] 3. 226 IrrdrnnaPa b, IN SO T3SC22a M-.:xr AZ Rd6 33 6224 -,+✓ Houa!R, TX S] 713-6224 hMr+napolis IN 9 114 PhocrR Al033 533 0224 Ad41. GA iN.3dy' - .24 LuR N 1% i':l /.,fief X21 R chmond, VA 611.-b1'-" Adsl, GALubbxk, Tx 1:J - -:Lib Ill4hm d VA J. i- 21n ,/'_ A4 G 4 L bR k T 6'.1 Fx V R:. Ailnn C GA u71.512-6224 MamPhis TN H+K�[Tr6 0224 Roma, NV 24 Atlanta GA ]T 5 '..4 Men phis TN C9 6 24 11 NY S[ 65 622' A:i 1a GA At pl TN 60 ^J 022 Rarna NY 5 tit. L.k //�� Atwater, CA FN' -h.. 9314 Oklahoma C'ty. GK1,­51,`7m6­1.. Sa:l lake C i UT 20-0.'-2.i6a Atwate CA'LL)"W 2:'4 ON.ahnma III;, GN k ,-6214 Li i k r n In 4 H .^e:A © MEMO A I- CA b O I C y.ON N,X :3: fi21d 6- Pvt CI y X N' 1 k24.24,W l'.2 Dallas, TX 60C-653.6224 Omal.n NEP 45-"-6..21 s,4n Anton o TX 9r-Svy.32[4 Daher. T%8R.0 a. f o[_b Ornaha. NE 6U'- 56 6:2e fins, Anto-, o. T%.,00,F'.0 .22aEM Dallax. TX 4 G c:1 K. Omnra. NE (k7:: 139.0221 San Antonio T%..U..-5.x8:24 Metal Roca/ and Wall Svrteaxs t4cla/ Roof iatrl Wall ,"i.l 'tf'rr'ts Metal Roup and hUall Sy.+'tonin i . rg i CENTER _ \ RAKE SUPPORT U i ,>n•��, ;,11 FASTENER#1 ti I \V OVo ��� h, i HIGH SYSTEMEAVE FASTENER IG SYSTEM EA / Ti�Ef� AL S€� AC ER �\ rte'-EAVE STRUT 1 \�`-\ ;li� SYSTEM Wall Panels Installed Before Roof I Ij�^..�t T ,E? a. FA�TF"JER#14 l�� \ 1rlR ,,,.�.---TRIBF-AD- METAL INSIDE CLOSURE ^� `" Install high eave plates rush with the outside , / AT,S'-OO.C. / ��.,� TAPE SEALER REFER TO PAGE UD -3 EAVE PLATE -� t- FASTENER #ia of the high crowns of the wa't panels In&aft CLOSURE TRI -BEAD Fastener #1 in prepunched slot t1'-0" on pen- Using Fastener #1, attach the first inside clo- ! 2 ~ I, �'� POs'tian the thermal spacer on tap of the J AT 5'-0 O.C. P p I ---- FASTENER #1 sure to fhe eave plate, locating the face of the i ! insulation over each p.lriin and against the TAPE SEA LER\\\ ter) of the eave plate. The first eave plate TRI -BEAD -- ! r \\\ r- FASTEN'r. R 91 will butt against the rake support. You may TAPE SEALER inside closure with the dow(Tslof;e edge of the \\ , �- DOUBLE FACED TAPE rake support prior l0 installing the roof panel. / 1 "DOUBLE eave plate. NOTE THAT THE FIRST INSIDE FLAT EAVE-��.,.,r / -- • DOUBLE install all if the eave plates at this time. Be I TRIM - 1 r BOX PANEL. CAP , / FACED TAPE CLOSURE MUST BE FIELD CUT IN HALF TP..fd _1._ FACED TAPE sure to butt each eave p!atr, end to end with- \ , - ( f TRIG" TO FILL THE VOID UNDER THE PARTIAL ' out leaving a gap between the plates. Place -+� HIGH EAVE PLATE FASTENER #14 -� j an 8 length of triple bead tape sealer at each RIB, I FASTENER #14 AT 5' 0 O.C. f...._. HIGH EAVE PLATE butt joint. AT S'- �� FLAT FAVE O O.C. i - '`---- EAVE STRUT In box parcel cap trim or offset panel cap l ftlGl-; EAVE Locate additions! closures on 24' centers trim to the fo of the eave Bates with Fastener PLATE from the first Closure to maintain panel mod- TR, -BEAD TRIM WALL PAN FL P 4 \ #14. Use three fasteners per 10' piece and -- \ u1R, attaching each with Fastener #1. Install TAPE SEALER WALL PANEL INSTALLED BEFORE ROOF four fasteners per 20' piece. Trim must be bvALL PANEL -- '- -- EAVE. STRUT two fasteners per Closure. The first fastener (FIXED EAVE) pulled tight to wall panels before tastenirg to *-- 24" ON should be installed through the slotted hole to INSULATION 1- FASTFNER #1 eave plates. ! allow for any ad;ustment that may be required. CENTER HIGH EAVE PLATE--\ 1 r -TRI -BEAD - t '---'e I Place Tri -Bead tape sealer on the top and side F Lay Tri -Bead tape seal -2r across the top of tie. i THERMAL SPACER 't �1 TAPF SFAI..FR flat eave trim flush with the Outside edge. TRI RFAD closure to complete the seal at the TRI BEAD DOUBLE TAPE SEALCR -� of each There may be re -sped before Instal TAPF'.SEAt-ER �`� ^._ FACFDTAPF Install double faced tape along he length of P ( -'` P il q t � / ation To maintain panel module, metal the top leg of the flat eave ;rim. Doable faced y SI✓ ' tape must be ups''ope from the Tri tape �- lrLli 1(11 inside Closures must be installed on 24" OFFSET PANEL `-'-�.� FASTENER#14 sealer. ��\ centers. Measure from tab to tab located l T CAP TRR,.1 AT S-0 CC, ^�„ an the metal inside closure. \\\ f~ �` �j1 EAVE STRUT Wall Panels Installed After Roof Roil out oinsulation from elle to peak, laying j �-. `��' the side of the Irsulatlon on top of the rake WALL PANEL INSTALLED BEFORE OR AFTER ROOF Install offset panel cap trim to eave strut with support. The f st roll should be 3' wide This (FIXED EAVE) BOX PANEL CAP Fastener#14. Use two fasteners per 10' piece ( '�- will keep insulation sidelaps 1' from panel • DOUBLE FACED TAPE .��TRIM and three fasteners per 20 piece side's s Allow a ;>roximately 4' of insula- J( '' DOUBLE FACED TAPE P; 4 4 B" LOPJG P-ECES ;(J; 3'-0' ON CENTER S Install high eave plates Tush with the outside :- tion to hang past the double faced tape OFFSET'-� of the offset panel cap trim, Install Fastener (downslope) before stickle the insulation to OFFSET rf :. \ ` #1 in each prof:arched slot (1 -0" on center) of the double faced tape, Cult and remove [tie RAKE SUPPORT TRIA4%�`� �-( (..� the eave plate. The first eave plate will butt I \'-HIGH EAVE ELATE THERMAL approxi lately 4" and fold the vapor T- THEPAL SPACER against the rake support. You may install all barrier bark over the insulation (upslope). of the eave plates at this time. Be sure to butt I BOX PANEL CAP TRIM each eave plate end to end without leaving a \Y� i" URETHANE gap between the plates. Pla(:e an 8" length of NOTE .�`'�.� UJ Ing spray adhesive (not by building manu- �I SEALANT triple bead tape sealer at each butt joint. facture) adhere the thermal spacer to the Refer to bui ding erection drawings, bill of 2' LAP .y Lay Tri Bead tape sealer across the top of L Insulation. The thermal ,aper uxcraa.;e, the: \ materials or shipping list for the type and SPRAY ADHESIVE insulation + ( y 9 T purlins, \ y�\ _ BOX PANEL CAP TRiM the eave plates, flush with the, outsi 1e edge. y e "1 \ n aaVa :it a on the 3urrl URETHANE Install double faced tape along :he length of style of eave trim. *z SEALANTENDLAP DETAIL the bottom leg of the eave plate. 2"LAP,`1-_t" NOTE Trim Laps CAUTION; Refer to building erection drawings, Lap box panel cap trim or offset �anel cap OFFSET PANEL CAP P p2 TRIM ENDLAP DETAIL bill of materials or shipping Ist for trim 2'. Apply two beads of urethane sealant the type and style of eave trim. between the trim pieces, approximately 1" trir" s,i:; . `Net by Building Manufacturer from the end of the bottom piece, 'Not by Building Manufacturer *Not by Building Manufacturer _.. _. .- .,, -.., .. ""�;i'•' sd ].')-1 EflLCI ,\�t AIR:: 7, 2011 SL' -www mbcbcom=CNt'.URF!s_NI Nf'J,. ',?f.':ON r Je.E':1 IV CH.a..,. Yvrl'HOIn"NOTICE U%�-'i3 VU -34 SUI, www.mbc Rom r.'. Crux:RENT iNr0I2MAT'IGN ..U6JE��: I�.`;2HA Nf3_t.fT'. ':UTNJrIC9 [rrICIT'/E APRIL ,'ib 1132 SEE wwwmbcicemf RCJRR.LNII.":F oi?MATION SIA:JEC T TO CHANGE Will HOU I NOICC UFEr .E APPIL 2 c 0 cc FA. TFN: R 3114 TRI -BEAD` O ATS O.C. TAPE SEALER '� t-- • DOUBLE FACED TAPE OFFSET RANEL CAP TRIM CL M C' Cn E STRUT WALL PANEL INSTALLED BEFORE OR AFTER ROOF FI. AT EAVE JY�\ TRIt:.1 OFFSET P.ANCL -CAP \ TRIM 2�LAF ETHANE 1LANT OFFSET PANEL CAP TRIM ENDLAP DETAIL `Not by Building Manufacturer UD -3 U 51`'. www.mbrt.com FOH CURRENT INFORVATION URETHANE SFALANT FLAT EAVE TRIM ENDLAP DETAIL sua,.c.. ToC AN(,: 111`11(2'_ LOW SYSTEM EAVE For applications in which the wall panels have a!rr.,ady been erected, Install box panel cap trim or offset panel cap trim to the Rave strut with Fastener #14. Trim must be pulled tight to wall panels before fastening to eave strut For appticat ons in which the wall panels have not been erected: use offset panel cap trim, Lay Tri -Bead tape sealer on top of the panel cap trim (flat eave or offset). Install double faced tape along the lergth of the top leg of the panel cap trim (flat eave Or offset). Double faced tape must be upslope from TP -Bead tape sealer. Lap flat eave or offset panel cap trim 2". Apply two beads of urethane sealant between the trm pieces, approximately 1" from the end o` the bottom piece. NOTE Refer to building erection drawings, bill of materials or shipping list for the type and style of I trim, T NO I'. CF . F FCTI:'F. AWT'- ], 2(14 LOW SYSTEM EAVEI FASTENER#1 METAL INSIDE SI h".ETAL "JgIDc� I s,z;.,. Aa.., CLOSURE\ / -FASTENER#14 CLOSURE; ! AT 5'-00.C. TRI-BEaD--- - Using Fastener #1, attach the e first inside TAPE SEALER' / •DOUBLE FACED TAPE closure to the eave strut, locating the face of : 1 the inside closure with the steel line. NOTE BOX PANEL. CAP - THAT THE FIRST INSIDE CLOSURE MUST TRifvt BE FIELD CUT IN HALF TO FILL. THE VOID UNDER THE PARTIAL RIB. FASTENER 414 - AT U-0 O.C. Locate additional closures on 24" centers EAVE STRUT from the first closure to maintain panel mod- ule attaching each with Fastener #1. Install 1NALL PANEL J - two fasteners per closure. The irs, fastener should be installed through the slotted hole to allow for any adjustment that may be required. Place Tri -Bead tape sealer on the top and side of each closure to complete the seal at the eave. These may be pre -taped before instal- lation. To maintain panel module, metal 24' ON inside closures must be installed at 24" CUT FIBERGLASS centers. Measure from tab to tab located CENTER"---K=- I FROM VAPOR BARRIER on the metal inside closure. TRI-eEAD AND FOLD VAPOR TAPE SEALER - BARRIER OVER Roll out insulation from eave to peak, Lay- ` \� I�1 "rte ing the side of the insulation on top of the rake supportThe first roll should be 3' wide. This will keep insulation sidelaps t' from panel sidelaps. Allow approximately 4" of ti ,` 1 , ,r1j;;1 insulation to hang past the double faced tape (downs bel -re stickng the insulation to the double faced tape. Cut and remove the fiberglass approximately 4„ and fold the vapor barrier back over the insulation (upsione). DOUBLE FACED TAPE NOTE Refer to building erection drawings. bili of materials or shipping list for the type and \-- FLAT EAVE stvle of eave trim. TRIM CAUTIO h'g, lolsq�,_g3s F, ont f 4f Fm4.at- *Not by Building Manufacturer EFFECTIVE APRIL. 7.2'2'1' SFF www mhc .cpm IOR C1ILRE'1'1 INFORMATION SiJa,ECT TO CHI vi!THOuI NO' .0 11D-31 Nousbr, T% IY52L4 ImJ Pui a. iN ICC -51,224 Phoani:a Ai (' -52 a nouxt+ T%S ] 3. 226 IrrdrnnaPa b, IN SO T3SC22a M-.:xr AZ Rd6 33 6224 -,+✓ Houa!R, TX S] 713-6224 hMr+napolis IN 9 114 PhocrR Al033 533 0224 Ad41. GA iN.3dy' - .24 LuR N 1% i':l /.,fief X21 R chmond, VA 611.-b1'-" Adsl, GALubbxk, Tx 1:J - -:Lib Ill4hm d VA J. i- 21n ,/'_ A4 G 4 L bR k T 6'.1 Fx V R:. Ailnn C GA u71.512-6224 MamPhis TN H+K�[Tr6 0224 Roma, NV 24 Atlanta GA ]T 5 '..4 Men phis TN C9 6 24 11 NY S[ 65 622' A:i 1a GA At pl TN 60 ^J 022 Rarna NY 5 tit. L.k //�� Atwater, CA FN' -h.. 9314 Oklahoma C'ty. GK1,­51,`7m6­1.. Sa:l lake C i UT 20-0.'-2.i6a Atwate CA'LL)"W 2:'4 ON.ahnma III;, GN k ,-6214 Li i k r n In 4 H .^e:A © MEMO A I- CA b O I C y.ON N,X :3: fi21d 6- Pvt CI y X N' 1 k24.24,W l'.2 Dallas, TX 60C-653.6224 Omal.n NEP 45-"-6..21 s,4n Anton o TX 9r-Svy.32[4 Daher. T%8R.0 a. f o[_b Ornaha. NE 6U'- 56 6:2e fins, Anto-, o. T%.,00,F'.0 .22aEM Dallax. TX 4 G c:1 K. Omnra. NE (k7:: 139.0221 San Antonio T%..U..-5.x8:24 Metal Roca/ and Wall Svrteaxs t4cla/ Roof iatrl Wall ,"i.l 'tf'rr'ts Metal Roup and hUall Sy.+'tonin i . rg i CENTER _ \ RAKE SUPPORT U i ,>n•��, ;,11 FASTENER#1 ti I \V OVo ��� h, i HIGH SYSTEMEAVE FASTENER IG SYSTEM EA / Ti�Ef� AL S€� AC ER �\ rte'-EAVE STRUT 1 \�`-\ ;li� SYSTEM Wall Panels Installed Before Roof I Ij�^..�t T ,E? a. FA�TF"JER#14 l�� \ 1rlR ,,,.�.---TRIBF-AD- METAL INSIDE CLOSURE ^� `" Install high eave plates rush with the outside , / AT,S'-OO.C. / ��.,� TAPE SEALER REFER TO PAGE UD -3 EAVE PLATE -� t- FASTENER #ia of the high crowns of the wa't panels In&aft CLOSURE TRI -BEAD Fastener #1 in prepunched slot t1'-0" on pen- Using Fastener #1, attach the first inside clo- ! 2 ~ I, �'� POs'tian the thermal spacer on tap of the J AT 5'-0 O.C. P p I ---- FASTENER #1 sure to fhe eave plate, locating the face of the i ! insulation over each p.lriin and against the TAPE SEA LER\\\ ter) of the eave plate. The first eave plate TRI -BEAD -- ! r \\\ r- FASTEN'r. R 91 will butt against the rake support. You may TAPE SEALER inside closure with the dow(Tslof;e edge of the \\ , �- DOUBLE FACED TAPE rake support prior l0 installing the roof panel. / 1 "DOUBLE eave plate. NOTE THAT THE FIRST INSIDE FLAT EAVE-��.,.,r / -- • DOUBLE install all if the eave plates at this time. Be I TRIM - 1 r BOX PANEL. CAP , / FACED TAPE CLOSURE MUST BE FIELD CUT IN HALF TP..fd _1._ FACED TAPE sure to butt each eave p!atr, end to end with- \ , - ( f TRIG" TO FILL THE VOID UNDER THE PARTIAL ' out leaving a gap between the plates. Place -+� HIGH EAVE PLATE FASTENER #14 -� j an 8 length of triple bead tape sealer at each RIB, I FASTENER #14 AT 5' 0 O.C. f...._. HIGH EAVE PLATE butt joint. AT S'- �� FLAT FAVE O O.C. i - '`---- EAVE STRUT In box parcel cap trim or offset panel cap l ftlGl-; EAVE Locate additions! closures on 24' centers trim to the fo of the eave Bates with Fastener PLATE from the first Closure to maintain panel mod- TR, -BEAD TRIM WALL PAN FL P 4 \ #14. Use three fasteners per 10' piece and -- \ u1R, attaching each with Fastener #1. Install TAPE SEALER WALL PANEL INSTALLED BEFORE ROOF four fasteners per 20' piece. Trim must be bvALL PANEL -- '- -- EAVE. STRUT two fasteners per Closure. The first fastener (FIXED EAVE) pulled tight to wall panels before tastenirg to *-- 24" ON should be installed through the slotted hole to INSULATION 1- FASTFNER #1 eave plates. ! allow for any ad;ustment that may be required. CENTER HIGH EAVE PLATE--\ 1 r -TRI -BEAD - t '---'e I Place Tri -Bead tape sealer on the top and side F Lay Tri -Bead tape seal -2r across the top of tie. i THERMAL SPACER 't �1 TAPF SFAI..FR flat eave trim flush with the Outside edge. TRI RFAD closure to complete the seal at the TRI BEAD DOUBLE TAPE SEALCR -� of each There may be re -sped before Instal TAPF'.SEAt-ER �`� ^._ FACFDTAPF Install double faced tape along he length of P ( -'` P il q t � / ation To maintain panel module, metal the top leg of the flat eave ;rim. Doable faced y SI✓ ' tape must be ups''ope from the Tri tape �- lrLli 1(11 inside Closures must be installed on 24" OFFSET PANEL `-'-�.� FASTENER#14 sealer. ��\ centers. Measure from tab to tab located l T CAP TRR,.1 AT S-0 CC, ^�„ an the metal inside closure. \\\ f~ �` �j1 EAVE STRUT Wall Panels Installed After Roof Roil out oinsulation from elle to peak, laying j �-. `��' the side of the Irsulatlon on top of the rake WALL PANEL INSTALLED BEFORE OR AFTER ROOF Install offset panel cap trim to eave strut with support. The f st roll should be 3' wide This (FIXED EAVE) BOX PANEL CAP Fastener#14. Use two fasteners per 10' piece ( '�- will keep insulation sidelaps 1' from panel • DOUBLE FACED TAPE .��TRIM and three fasteners per 20 piece side's s Allow a ;>roximately 4' of insula- J( '' DOUBLE FACED TAPE P; 4 4 B" LOPJG P-ECES ;(J; 3'-0' ON CENTER S Install high eave plates Tush with the outside :- tion to hang past the double faced tape OFFSET'-� of the offset panel cap trim, Install Fastener (downslope) before stickle the insulation to OFFSET rf :. \ ` #1 in each prof:arched slot (1 -0" on center) of the double faced tape, Cult and remove [tie RAKE SUPPORT TRIA4%�`� �-( (..� the eave plate. The first eave plate will butt I \'-HIGH EAVE ELATE THERMAL approxi lately 4" and fold the vapor T- THEPAL SPACER against the rake support. You may install all barrier bark over the insulation (upslope). of the eave plates at this time. Be sure to butt I BOX PANEL CAP TRIM each eave plate end to end without leaving a \Y� i" URETHANE gap between the plates. Pla(:e an 8" length of NOTE .�`'�.� UJ Ing spray adhesive (not by building manu- �I SEALANT triple bead tape sealer at each butt joint. facture) adhere the thermal spacer to the Refer to bui ding erection drawings, bill of 2' LAP .y Lay Tri Bead tape sealer across the top of L Insulation. The thermal ,aper uxcraa.;e, the: \ materials or shipping list for the type and SPRAY ADHESIVE insulation + ( y 9 T purlins, \ y�\ _ BOX PANEL CAP TRiM the eave plates, flush with the, outsi 1e edge. y e "1 \ n aaVa :it a on the 3urrl URETHANE Install double faced tape along :he length of style of eave trim. *z SEALANTENDLAP DETAIL the bottom leg of the eave plate. 2"LAP,`1-_t" NOTE Trim Laps CAUTION; Refer to building erection drawings, Lap box panel cap trim or offset �anel cap OFFSET PANEL CAP P p2 TRIM ENDLAP DETAIL bill of materials or shipping Ist for trim 2'. Apply two beads of urethane sealant the type and style of eave trim. between the trim pieces, approximately 1" trir" s,i:; . `Net by Building Manufacturer from the end of the bottom piece, 'Not by Building Manufacturer *Not by Building Manufacturer _.. _. .- .,, -.., .. ""�;i'•' sd ].')-1 EflLCI ,\�t AIR:: 7, 2011 SL' -www mbcbcom=CNt'.URF!s_NI Nf'J,. ',?f.':ON r Je.E':1 IV CH.a..,. Yvrl'HOIn"NOTICE U%�-'i3 VU -34 SUI, www.mbc Rom r.'. Crux:RENT iNr0I2MAT'IGN ..U6JE��: I�.`;2HA Nf3_t.fT'. ':UTNJrIC9 [rrICIT'/E APRIL ,'ib 1132 SEE wwwmbcicemf RCJRR.LNII.":F oi?MATION SIA:JEC T TO CHANGE Will HOU I NOICC UFEr .E APPIL 2 c 0 cc The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A IN LILL, N C - O CL M C' Cn To O N N U C O co vi U g o O in v v5 c�a Si y C j O v O O O J y O O � QV W O U O (� O _ U U CJ C� V U C O C O C C �L2 Q? Lz OZ ❑ ❑ O LLJ vQ �Z �o pc) U 3 U UJ O Scale: NOT TO SCALE Drawn by. Checked by. Project Engineer: Job Number: Erection Guide Sheet Number: ULD6 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Houston TX P,7 13.5224 Indifnapolie. IN 11l)3 4 PNoe IX, AZ 6PS-. 3A� 24 Ade, GA R6G4: {•224 Lubbock TX 6.a 58 6221 Rich nd VA r.(3-721 a224 Aflan GAA 5:' 622" Mamphis IN.)1-216112,1 R-NV a0r i 5220 Aiwa C K R .. 5424 OkiaMma CRy ON NM. -4 Salt L k City, UY'+0[ I. Dar:aY, TX R.. i�0;-6214 Crmal•.a. NE H•l, 1,Nn...4 ]Art Fuifunla. iX 1.„ ,.y114 4letal Ror: and lblill ibstems MIN TAF --' STEEL LINE 1 I ---FASTENER III TRI -BEAD I 1\ �, \ \ \v, TAPE SEALER ,y ••*¢,.,\ \ \�\�\\� \\ \l.01 �o v A Vy A�1\V M. METAL INSIDE - �A� \ CLOSURE \���aa o\ ��\40 TRFBEAD- TAPE SEALER INSULATION -EAVE STRUT t_I DOUBLE FACED TAPE .STENFP #14 S'-0 O.C. ' *Not by Building Manufacturer EFFECTIVE APRIL'.: ^•14 SEE www.mbcl-com FOr. CURRENT INFORMATION `SET PANEL Apply minor rib tape sealer to the under- side of the minor ribs of the panel. Position so that this tape sealer will cross the Tri -Bead tape sealer on the eave trim (for low systems) or on the high eave plate for high systems) when the panel is installed. Position the panel so that it overhangs the eave strut by the thickness of the wall cover- ing plus 3V2". The upper end of the panel must be 7" beyond the web of the purlin. PREPUNCHED PANEL HOLES AT THE EAVE ARE INTENDED TO BE PART OF THE GUTTER OVERHANG AND WILL BE HIDDEN BY THE GUTTER. FOR A BUILDING WITH SCULPTURED EAVE TRIM, THE PREPUNCHEO HOLES WILL BE USED TO ATTACH THE EAVE TRIM TO THE PANEL. CAUTION IliIarl J U '. AnIi c E t Lay the female lip of the panel over the rake support. To prevent wind damage, secure the female lip to the rake support with a "C" clamp or temporary fasteners. Fasteners must go through rake support (Fastener #1E). The panel will not be. fastened permanently to the rake support until the rake trim is installed. SJa.ECI u... AN,E A':rWiU'"NOTICE UU-S5 r tfo„sb T% 7^:i-5224 Indlanapofls; IN 0.03 Phos,i. AZ Atlo-f, GA i k ---:24 L hbacN, TX R f R:<N0 VA iiXFlIR -,1:?y Atlanta GA 577-512-6224 M Phls IN 80C-206-6224 Pane NY O 9 24 Aewa ,CAR :L. "Oki homa Cary OK 1 ':2'q SaifL k CtY UT PRh 17 l4fN *Er, 0 0,1J ­TX EOC 6536224 Ort Aa, NE b � 4 6 6224 San Arw- TX 300 -549 622.3 :Metal Roo( and UF111 SI'VenIS ��\ Poaiton the clip over the male leg of the Finales Shown, and rotate clip downward. 01 • With It- upper clip ft•mly seated, position the base firmly against the purfin flange. -'- • When proprdy positioned, the vertical legs of the upper andlower sections of fl,e clic will be 906 to the Trurfin flange pointed npx'ardas shown. --' FASTENER N": UD 3S SEE'www.mbei.com rG:2l;UR1>[N71'JO)P.AI'IOV SUBJECTTOCHANGEWfi'H@ is �I CLIP INSTALLATION Before installing the first (;III), clarrip the male side of the panel to the side of the back-up plate with a pair of Vise-Gnp�' locking pliers. This will help maintain panel module at the endlaps. Install a clip on the male leg of the panel at the endlap- This should be the first clip installed as it controls the 24" module far the remain- der of the panel, Install clips on all remaining purlins. FASTENER REQUIREMENTS Purlins - Fastener #1 Joists - Fastener #6 (Two fasteners per clip) CAUTION CAUTION n 1 :a reason, f ,'..: t t is `!''! F t ' c l,y t, 2222 2262 IMPORTANT As each clip is installed. maintain a 24" panel module. NOTE The floating clip is designed so it can only be properly seated when the upper portion of the clip (the tab) is centered on the base. Nonsto T%41/113A;>24 IC'. anolis, IN 101,735 6.'2.4 Phoe A. idd .:.il. 24 Hnuston, T%SJr.-1. 6,".l,4 Ndninapl INR 17..6224 Z!,.-r, I AZ"b 6121 Adof GAMP %' 4 . �. 24 Lubbxk, TX 3J 3 ii24 Rich -d, VA 1 q :• :4 Ad ei GA 663 4A3 .4 Lubbock TX (V 6224 RI h tl VA 0 -:224 24 Allan GA 1 ;1:.8225 Mampn::. IN 9 0 6' 4 Rum NY a. l _ 5224 At t CIA 6 1 ?q Mamr.iVe TN -. 62if R NY siiN:.5 1 Atwat C4 RCO 329 x924 Okl Boma City OK I C e4 Salt Lak G,ty UT rIX 1-24r;.1 Atw CA 1z 2 911.11 ol,L, m C OH B') 8?0224 6 1- C UT 00' C 742404 `/ Dallas TX 31.. 51.56%24 On aha NF°:. ,..24 5,11 A1-11 TX Af.� N _124 Nal as T%_.,d--,3 f:124 Onana. hF d.,-iv°.E22^ Sal Mfori o, TX d01.. 86224 Metal Roof and V6"all .Scetems Metal Roof rrnd Vtiall SYSlemis FASTENER#1E ALL LOCATIONS 3, -a2 R 7 6 5 1 I I i 1 FASTENER SEQUENCE FIRST RUN - EAVE UO -36 SEE www.mbci.com FOR CURREN' INFORNWION SUBJECT TO CIIANOE Y41TH0, H t TX 8 7,713 6224 Ind'a 3apol 1 6^ 35.6224 h . AZ eR. 3 2 Ad GA3:-1�.'-6244 LIIINIck TX J .1.4 R M1 A 1 . GA d -51 6 14 Mempiis IN d0 0 6224 R NY a -'+.. 62 Atw 0. A -5 :24 tlktahnm Cry OK R ia7-6224 Sat ,..like City In 4 Oat as T%& 0 6-3622,1 Omaha. NE ..0(,Sh-nc2¢ San Mtonln. T% ..A �Sd±.'.:24 I SLOPE 31, "T Ap� g IANT DOv4N ^� r '-- A"i 51 \\ �_ PANeL CLIP ENF�R #1 12 REO ; r'FASTENER#1E A'+R:7.2014 l"e www.mUr, con GOR CJF FT INt'.'OXI"Uk?ION I it F=IRST PANEL Attach the panel to the eave strut and metal inside closures with Fastener #1 E. Eight fas- teners are required at this location. NOTE: IT IS ESSENTIAL THAT THE ERECTOR MAINTAIN A 24" MODULE AT THE EAVE, WITH THE PROPER INSTALLATION QFTHE INSIDE CLOSURES AND BY INSTALLING FASTENERS IN THE PROPER SEQUENCE. CAUTION, n . op un il , ,I inazi ,.��. lb.....,a Lr <i •.z-! CAUTION ION Tt,. >cao' !),1d tic , f y;)I% e,,i, i. T.101 CE EFFEG/I._A.R.'-7,2011 Q Mrial Rauf artd Wkill ,1t%st(:n13 ri i `/ill 1, EN LAP -PANEL NOTE Step 7 applies only where more than one panel is used in a single slope. Position female lip of Lipper panel over rake support, while holding male side of panel up away from the tape sealer. Using an awl, align the hole nearest the female side of the top panel vilth the corresponding hale in the lover panel and the back-up plate, Oncethis is accomplished, relate the male side of the upper panel down to rest on the Vise-GripO) locking pliers. Make sure the panel notches are aligned Remove awl and insert in the middle hole nearest the male leg Install Fastener #1E in the hole by the female leg. CAUTION f+ SUBJECT To CHANGE WPHOUTNOTICE L'0-39 LOW SYSTEM HIGH SYSTEM CUTAND_�-'CUTAND REPROVE / h REM( CUTAND BEND RIGHT WAY WRONG WAY EFFECTIVE APRIL 7,201.4 SEE www -Isom FOR CURRE41'!NF'ORMATI0N `0 `l ­ I d1w 32 & ft4- Metal R,e iti(i t1 all .Sv,vteols HTX d f 3 n224 X1 GA Irl 49 1 . i 1 GAP,771 .2 a A CA F,.. Oailas TX R.:.,^ b53 622,1 �] FASTFNFR#1E F# ALI. LOCATIONS 4 N I n i i7 1 3 2 It s e a I j I 1 I I FASTENER SEQUENCE FIRST RUN-ENDI_AP Un -36 SEE wvw.mbcl conn F'Ov C'C'r.:',ENT INf'ORM144TION BACK -LIQ' PLATE Slide a back-up plate onto end of panel, make sure the teeth on top of the back-up plate are on top of the panel. Visually Check to see that the holes in the panel align with the holes in the back-up plate. NOTE All back-up plates on first panel run will require field modification to avoid fouling rake support. Place Tri -Bead tape sealer over the entire width of the panel.I. It must be centered directly over the pfe-punched holes, following the panel configuration. CAUTION in tt t11<x: f i `.N A t 2- :.atnr wit .: r .: z .. ,sr. :iaJECT :.1 C'tANOE W 111OUT NOTCfF UD -3I I,Idl ... lil. 3 t. 62-24 F 1 A7 MIo 6221 Lubbock. WO -758 f R !4 R h d VA fi - &r Memphle TN IN 6 60 0 E224 R NY 9-5.:'?$2 Okiahomn C11, ON N01?.f7:14 Omat a, NE 66 1,36224 Ban Mtor+n TX 603586c?24 -BEAD PE SEALER 1 STANDARD ENDLA NOTE Step 8 applies only where more than one panel is used in a single slope. All holes in the upper and lower panels and the back-up plate should now be aligned. Make sure that the panel notches are aligned. Install Fastener #1E in sequence 2 and 3. Remove Vise-Grlp locking pliers and install remaining fasteners in sequence 4. 5, Fi, 7, 8. APPLY TRI -BEAD TAPE SEALER OVER THE NOTCHED PORTION OF THE MALE LEGS. Repeat the endlap procedures as required for each panel until the ridge or high eave is reached. SUE JEG'r TC CHANGE wITHOLIT NOTICE EFF ECI IVE APRIL 7, 2W4 W� N O O O S O Sheet Number: ULD7 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A N E o O Ncot o Q (_!ll 0) o Vj C Z -O u 3 L r�i3 C j U -rte.. O O O O O Cr i, to L00 Z U gal 0 U U `U oU l ;L2 QL� O U LJ O U v o CD o � L E O U III o � C U 3 U)w w o U O Scale: NOT TO SCALE Drawn by. Checked by Project Engineer: Job Number: Erection Guide Sheet Number: ULD7 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Hnuetn TX 7] i' -521 1 U! p i . IN i H T3k 9224 Phcen AZ 88X5,131_12,,- Phvanrx AZ C 3 6 R chmonC, YA 'T 1 - Rome, NY 80^ 59 24 Salt Lake C I Ur A ".2A+t4 San Al TX 8) SIR b2:+ Nouxtu TX B TIIIAiarmpo Ane, GR 5 Y E2!1 Ahania GA 87 512-K24 Atwater GA a 4J..:i14 Daiias, TX 8 O S, , 61-21- Phann AZ BBS 33 <24 Nichm d YR R "-E;:2M1 Rome. NY aL 5.62[4 ill mak Cly. UT A._ Al4 '11 San AlTX e„8 +16 ..^.24 4... G 1 is i' f, 3'al Adel GA A 54 C,224' 11 'll UA N ) 5 fi:2' wala b31! f'2e Dal as T% 811-6,-224,n L bb k TX : 0 5: 2 M Y T l .758, 1 1 Uk G y UK 4 i. 214 O r ahe, NE ri;p.4.H+ 51e 1 111— C VAP 1 u"r' Ra+nw NY ) 24 5ai1L k Cr'y Or ) 24n•4 San A nla TX 41..:')N .,lt l R Alefill hoof aro! 6VI0 Svsnms Ilfw'��� /�� Al<etal hoof urrd ""till Sviltenla Navush: TX e'-, 4r.'24 Ad¢I. GA 1 A r -4 Al.anta GA '. f'14 - Ablator CA CJ19. 24 Dallas, TX i'.) a i. 6S2.. Intlrananoi s IN N0. ),?,:24 L bb k TX 111 53 ?i M p.' .TN11121'6­6224 Ok h C OK C O anis, NE ` 1. r,tw <e Phne.n AZ AFB <b R'cnn, d VA 5T,_:? 2:4 Roma NY d, 15 C22A Sall La C UT Ailil I1,$ _NCC San A+ l I tyTX eC-•1N f,:. 4 Npaatcm, TX 8%%Tia-f•21M1 AIJ i CA 601.443 0224 At -N. f 9 ,12 224 11,5825'9324 Dat t Tx III Inrlianapnl 1N k : %...+6G<t Lubbxk, TX 524-1 M= :+s, INB 20f 6211 0 Ct" OK G-.. 9'-1,224 Omaha NE B+X ..100 a PI IX, AZ 35:+.13"'-52d Mil JA -OC 29"1,224 R NY J: Sni L C ).. UTf L -24J4 San Antn City, UT PC,' k"8,".24 C� EFEG IIVE AF iq--7,'014 SEE www.mbli—Y, FOR CURREN T INFOR1,14 1 Un! �! t� RIDGE PANEL At the rid:. e. install a back -Lin plate as in NOTE All back-up pates on first panel run will require field modification to avoid fouling rake support. Step 5. The back-up plate is necessary to maintain panel module. Install Fastener #1E upslope frorr. the holes at each side of the panel. Fasteners should be A' the edge of the panel. This will help maintain pane! modularity at the ridge. At the ridge, install tri -bead tape sealed centered 1112 from end of panel, which is also centered over prepunched holes. Be sure to place tri -bead tape sealer across proflle of the male leg of panel. DO NOT REMOVE THE PROTECTIVE PAPER AT THIS TIME, EXCEPT AT THE MALE LEG CAUTION r11'1 E t ' C E r Lf i� I' Et .,. i t I. HJEC I v C",`,1 ,E W. Iri:u- NOME ,av is -- USE FASTENER 41E u, ALL LOCATIONS r; I •� 2 $ 7 $ a 4 � FASTENER SEQUENCE SUBSEQUENT RUNS - EAV'E 110-A2 SEE www mbci.com FOR CURREN I'I NFURMAT!ON i -SUBSEQUENT RUNS EAVE Apply tape sealer to the male leg of the first panel run directly over the inside closure. This will prevent water infiltrailnn through the end of the seam. Install the next run of insulation and another inside closure using Fastener 41. The second run of roof is now ready to install. Position the panel with the femaile lip rest- ing on top of the male leg. Align panel flush with adjacent panel. ONCE THE PANELS ARE SNAPPED TOGETHER, NO FURTHER ALIGNMENTS CAN BE MADE. PFess down on the seam, snapping the two panels togther, It is important to begin at one end of the panel and workto the other. applying pressure continuously all the way along the seam to allold a bubble In the se&n Malke certain the sEA s afet fully locked together, padculady at the clips where gre=`1 r resistance wl. be encountered. Install Fastener #tE at eave in the rec- ommended sequence. Eight fasteners a•e required at this location. FASTENER # 1 E—` ALL LOCATIONS 4 �n1 3 2 .i5 6 /NJ i I I SUScl, To CHANCE '19710':!T NOPCE EFFECTIVE A.R!'-),2011 I E«F .IVFAH'11L:?.1.^'In SEEwww.mbci.—FORi,URHEY'r+NFVRt:1ATiON Huusba, TX 9r TI 6' Ln 1Aela/ 1,l and ii'l711 Sill CAUTION OR Phvanrx AZ C 3 6 R chmonC, YA 'T 1 - Rome, NY 80^ 59 24 Salt Lake C I Ur A ".2A+t4 San Al TX 8) SIR b2:+ Nouxtu TX B TIIIAiarmpo Ane, GR 5 Y E2!1 Ahania GA 87 512-K24 Atwater GA a 4J..:i14 Daiias, TX 8 O S, , 61-21- Phann AZ BBS 33 <24 Nichm d YR R "-E;:2M1 Rome. NY aL 5.62[4 ill mak Cly. UT A._ Al4 '11 San AlTX e„8 +16 ..^.24 4... G 1 is i' f, 3'al CAUTION �O y Q U 3 c <r r 1I + ;'thilal R(717t ilt2d 1l ,5J;5'rE'Fns 11i-tal Roof an,l Wali ,`1ti'-1'k'ms FASTENER # 1 E—` ALL LOCATIONS 4 �n1 3 2 .i5 6 /NJ i I I SUScl, To CHANCE '19710':!T NOPCE EFFECTIVE A.R!'-),2011 I E«F .IVFAH'11L:?.1.^'In SEEwww.mbci.—FORi,URHEY'r+NFVRt:1ATiON Huusba, TX 9r TI 6' Ln 1Aela/ 1,l and ii'l711 Sill Atle GA 6bR fi'1'_ A-1ama GA 3 T S 62M Arvldtai CA 1l1 H : ',32q DAllea, TX B..0 65a�a224 tilill,l IN , 0- Me TN KI -20l Uki h C ty. OK .N7 <,q Ort ha, 41111 46-62.4 Phvanrx AZ C 3 6 R chmonC, YA 'T 1 - Rome, NY 80^ 59 24 Salt Lake C I Ur A ".2A+t4 San Al TX 8) SIR b2:+ Nouxtu TX B TIIIAiarmpo Ane, GR 5 Y E2!1 Ahania GA 87 512-K24 Atwater GA a 4J..:i14 Daiias, TX 8 O S, , 61-21- w, IN 830 .358224 L rbb k TX F,iP^ N 'Iib Men phis IN 60 0' 21 Ukiahnme CYy ON W .' 116224 Omaha NE 6o',: Sn -24 Phann AZ BBS 33 <24 Nichm d YR R "-E;:2M1 Rome. NY aL 5.62[4 ill mak Cly. UT A._ Al4 '11 San AlTX e„8 +16 ..^.24 y.,_ '^V © G Nouxic+er, Tt BT%�TiyB"<2r, Atfel, UA . 44 .11 Aclama. GA 4% 512 i ptwaler CA 1i " Dailes. TX -� 11 a1.24• 4 �O y Q U o O to 0 ;'thilal R(717t ilt2d 1l ,5J;5'rE'Fns 11i-tal Roof an,l Wali ,`1ti'-1'k'ms Of •A t ! t! -SUBSEQUENT RUNS CLOSURE NOTE Always stay one panel run behind with the outside closures, othenv!se, the next pane! cannot be installed. Install back-up plate and panel clips. Go to the previously installed ridge panel and peel protective paper from tapa sealer. Apply tape sealer to the ridge panel just installed. Be sure to seal to the mastic on the previous panel. Install the outside closure in p^Mous ridge panel. Rotate outside closure into position contacting the female side of the panel first. Using an awl, align the first hole on the female side of the outside closure with the corre- sponding hole in the panel and back-up plate. Remove the awl and install Fastener #1E in the hole. Push the other end of the outside closure into position and align the holes with the awl. Remove the awl and install Fastener #iE In all remaining holes except for the hale at the panel seam. Do not install the panel seam fastener at this time. Check panel alignment at this time (See page UD -48). Continue installing the roof until all but the last panel run has been installed, Panel module should be checked every third or fourth run. KE SUPPORT =OLD HACK VINYL. 4" MIN $" tvtAX , VARIABLE MINIMUM 1" TERMINATION al TRIM _ --T RAKE TRIM FOLD BACK VINYL VD 4-0. SLE wwwmbci.com r0kO JtIL.'T P1rORMATION SUEJEC r TO CHANGE wrl HOU iNOTICE Er Ill AM '.'--'. 2:as4 ErrEC'T 'e. A R'. 1.2014 SEE www mbci.cpm FOR cURP; p;T itirp,?'dA' {iN _ n i SS 41 LAST PANEL RUN This roof system is designed to finish in the high on even footage buildings by using 24", 18', or 12' panels on the last run, After laying the last insulation run, install the rake support over the insulation along the steel line. Lay the last panel run. Temporarily attach the male leg to the rake support with vise grips. If the panel ends 2"- 4" away from the rake support due to an out -of -square condition or other factors, simply install the panel clips. This system allows for the roof to be trimmed in the high, CAUTION _ <-, thiI a r. SULJE.:I TO CHANT Al Ur N0110E I.r`s FIELD FORM —� PANEL TO FIT FINAL \t��-- RAKE SUPPORT' DIMENSION 1, Y FOLD BACK VINYL i—FASTENER#5 L FASTENER #12 FULL PANEL 6- TO f$" PARTIAL PANEL (6" TO 18" SPACE PANEL MUST BE FIELD FORMED) FIELD FORM PANEL TO FIT FINAL. DIMENSION \ RAKE SUPPORT ,J_ FOLD HACK VI?JT!_ ! - FASTENER #5 II 1 T RNf NATION —� V / MAX. or 12" -mac I hfetal Roof aro! Wx!( .Systems -_ ORI SUBSEQUIENT RUNS SLA Install back-up plate and tape sealer as in Step 5. However, on this and all subsequent nuns, care must be taken to engage the fish nn the side of the back-up plate into the slot of the adjacent back-up plate. This procedure will assist in maintaining a 24" panel module. Instal: clips as described in Step 6. Install upper panel as described in Steps 7 & 8, Repeat the eri procedures as required for each panel until the ridge is reached, S.:aJECT TO CHAN iE wl7l NOT CE llD-13 Indranepol s IN B T3` on, Pli—I AZ 8&2 -nil -6224 Lub , rX 111 iM 1," 1A.. rid, VA Will -I 1114 M p! . T1.00 2D 622 Brae NY L. (y )h Sall l ak City.. IIT 1"19I4240M Omal"a NE 080" ISR 822, San Antonio TX 60 6005224 TERMINATION - BUILDINGS OFF MODULE ATERMINATION TRIM IS PROVIDED fOR'rHIS CONDI 1lON ! � _J I i Veli: S_I -Il .— Y OR CURRENT INFOnP1:2I ON SVEJLCl TO CHANGE WIT 4ou LAST PANEL RUN (OPTIONAL) The roof is designed to finish in the high on even footage buildings. Odd length buildings and variations in erection practices may dic- tate that an altemate detail be used. When terminating in an odd dimension, field cut and bend a 3" vertical leg on the panel. After laying the last insulation run, install the field formed panel. Temporarily attach the formed leg of the panel to the rake support with vice grips or temporary fasteners (#1E). The combination of field formed panel and Val Termination Trim may be used to accommodate large d!Tnens!ons as shown, CAUTION NO IGe L+ r is i I,L APRIL 7, 2b',I a V m� C'_ U O N O O m v �O y Q U o O to 0 Sc rami cz J j U� UL O Z Li � U W O C C IP UI f0 �U `U L Q C E--2 .� �2 tL -a LJ L 0 N Z F (3 U11 � f— .0 3 W U w O Scale: NOT TO SCALE Drawn by. Checked by. Project Engineer: Job Number: Erection Guide Sheet Number: ULD8 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A TX Houston. TXP,77-71,I4224 . In ii pd a 111 tl(0 A.SPtroem%, A7,1A8- 3- 4 a.®r! 9ay,® Houetnn. IN 20.'.3 1224 Pheen x A !FR M1 -f 4 Ao.,slm Or,' 6.M i I. y I !N I A'L2 f RIFh AIA J' 91,2 yfa® Adel, GA 31..4 LUYb k TX D 224 �, Richmond VA M) 9 /"- Add. GA ME 4 A -4 Lu b k T# ,3 - 25 R'cnmond VA '24 Atlei. GAB 4 1223 L b MTX' 1 61'. Riehmo d VA 0 e9- "<"24 Altana, GA9 5:':6-'` M TN • t 22A Rnrna. NY 3a-24 All..,, a, GA 1 16.3 Me pia TN 1311116 4 Roma NV d3r 55 f n Anent C 6 4 M. 1' TNy9 -62- Rnma NY Atwator, CA L . L: A'. - O CI y U N L -:::24 Bait Lake City OT Y RI. 24::4INSERL" �� (l Atwsi­CAC e Okl h Cry, OK C :-, �M4 Satt Lako C ty (JT C A:'a- 44 Atwate CA'A 32 9'i.+! 0 a C,ty OH 6 J. �f22a bait L C y, LT (10' L Mils (r� Oaila1., A ll)C.i"r12 Oma,a, NF �W :Y ..i Ban Antonio TX h..... ?!?.511•i l': l'./ Da1.as. T%3,)5.,:621' 4 Om Aa. NE 4fO bsb-.14 an Anonla TX .0 )t! -f,224 Dai.ae T%,.0 3 -t F OrtNha NFB^.(-Lv-E2[4 San Artonle, TX &!1....946c2A :Ve1111 Roof and WcJ/1 Sv,vems Niferal Roo( and lVall' S.i stendc Metal Roof and Wn,4 .S vslcros I I - T RECOMMENDED RECOMMENDED URETHANE SEALANT /PRACTICES SLIDING CLIP '^ BETtATEEN OUTSIDE / '� ERECTION PRa'1A CTICE$ � PRACTICES ERECTION CLOSURE TABS _ ��it (CONTINUED) FASTENER rape SEALER -��v ,� .._I �� ov \ CORRECTINGSUBSTRUCTURE TAPE LANE STRETCHING ADJUSTING PANEL WIDTH i j' \\ COVERAGE 1 � � v C SLRETCHING Et = � \ - 0 caslona!Iv a purlin may be encountered that NC)TE RIDGE -OUTSIDE �� Is lower (out -of -plane? than those adjacent �., D^) not adjust pane. width more than 1Ji' on CLOSURE/FLASHING STEEL SH to it. Whop"n clip is attached to this purlin, ii will go down further than those adjacent to it, Install Fastener #1E in the remaining hole at distortin, --- any pane area q the seam. This can cause the next " ���� the panel seam of all outside closures. Ti)e- \^ \� \\\ \ \\ \\ \ panel e.a I p to be difficult to r snap together in SLIDING CLIP D FIXED CLIP \ fastener must go the panel seam and this arra. 1 o Com )rnsate for this Inver purlin, the corresponding hole of the adjacent outside f URETHANE SEALANT -3 `� '`r` .� �\p g 1 a steel shim they Proper placed under the clip to at stretch panel coverage install the clip f� // closure, bring it up to the proper 12elght (in plane). This - SL IDING CLIP at the panel endlap or ridge with the Seca AS RFQI IIRFD \ �.fr� i / awe 1 shim sttould be no thicker than'�'4'. If',,," is not `/ angled y from the panel As the fastener FAS'. CHER #1E- •�.-�� - Use urethane sealant to fill any voids around FIELD CUT r- FASTENER "����✓���� enough, then structural modficafion will be �is installed through the base of the ci;p and '-t panel seam on upslope side of outside clo- necessary, into the puriin, the clip base will rotate dawn to AND BEND (2 REQUIRED) sure. Apply Tri -Bead tape sealer to the top of the purlin causing the top of the Clip to move ! T -FI _LO FORMED -UPTURNED the outside closure. Avoid 'stair -stepping" of the, panels at the SHR^NKING outward, stretching the panel Coverage. install 11 L TAB TRI -BEAD /1 PANEL LEG gave. This will cause LOVERAC,E lite remainder of the clips as usual, problems engaging back- PANE TAPE. SEALER ! v up plates at the endlap and ridge. : ' X -� - ----_ - To s rink panel coveragr install t ie clip 7t Cil Any "stripped out fasteners at the endlap. \ \ the panel encI ip or rage w do the base angled or outside closures should be immediately \ Toward the panel. As the fastener is Installed Oa. ..�•�/ J replaced w;.ih Fastener #2A. Pla(:e a 1" luny : �e \\\ through the base a' the clip and into the: pur- RAKE SUPPORT- gj \ \\\\\ �\\�� \ \ t plP.t:P, of Tri -bead G3pP. SB31P,r over the 'stripped f` 1 TAPE SEALANT- \ \ \ \ The final outside closure on the last panel out' hole before installing Fastener #?A. This lin the Cho base viii rq ) 1 down to the purlin \ t\� P` }{ will allow the fastener threads to be coated causing the top of the clip to move inward. �`� 1"`r �,•� - may require field medifcafon. A tab should / with tape sealer and provide a good seal. // shrinking panel coverage. Install ti'i.e Farr+air. ~� ,,,�•= be formed by the web of the outside Closure MAX. 'J4^ MAX. j der of the cii;)s as usual. FASTENER #tE-'� /x„- --��- for attachment to the upturned leg of tele FIRST PANEL LAST COhAPLETEU NEVER ALLOW PANELS TO COME BACK-UP PLATE -� roof panel (field formed). This tab should be PANEL. RUN INTO CONTACT WITH LEAD, COPPER, (FIELD MODIFIED) TAPE SEALANT attached to the panel and angle with Fastener GRAPHITE, GASOLINE OR OTHER HARSH #1E (2 required). CHEMICALS AS THIS WILL VOID THE FASTENER #4V --TRI-BEAD GALVALUME-*') WARRANTY. BACK-UP PLATES TAPE SEALER ,_.,,.._.....r. REFER TO FASTENER - � � \ \ • '� 1 SEQUENCE BELOW \ �` A' STRETCHING PANEL COVERAGE To stack- panel coverage, bend the sides of �, � � ,� � X -�` CHECK ROOF FOR PANEL i the back-up plate out and install at endlap or \� OUTSIDE Install the ridge flashing s ar tort and ending ALIGNMENT ridge Do not bend either side' more than ". Ci_OSURF 114 plus wail thickness outside the steel line. Install clips as usual. > / Fasten the ridge flashing to the outside clo- __ X _.._ i Check the roof every three or four runs for 1" PLUS ENDWALL% sures w:h Fastener #4. Install a fastener 1112" �:%% I panel alignment as it is being erected. This can THICKNESS / from panel seam on both sides of panel. Install /- j%;/ be accomplished by two different means. �. additional fasteners d'. rectly above minor ribs 11 ; - .4 MAX. �4 MaX. 1,_" 7" 7^ 7• „^, 11^✓ / f 1, Measure from the rake support to the seam 'M RIDGE : _.. .._ ` ;."_ ` _ of panel Four fasteners are required at each /-,cr�/,ft - -- _.-""� _..'F� of the last completed panel run. Take mea- FLASH ea FLASH panel, Leave 6" unfastened on each end to i / j - - :.AK surements at the ridge. cave, and a„ end - allow for the rake trim to be installed later. DO --- ---� - PURLIN g laps. � NOT FASTEN THROUGH THE LOCK OF \ To shrink pane! coverage, bend the sides of THE STANDING SEAM. ^ EAVF STRU7 back-up P 2. Attach a stringline to the save plate and the late in and install at endlap or porta purlin, running should the rake sup, ridge. Do not bend either Sidi --.more than '/4'. port. The stringline should stay ahead o the install clips as usual. TRI -BEAD work and can be moved across th-, roof as SHRINKING PANEL COVERAGE TAPE SEALER construction progresi es Measure frorn the T For floating peak box installation see page stringline back to the last completed panel FASTENER OJ. SDE run. Take measurements at the ridge, cave, .LOSVRE UD -75. 24„ and all endlap.. FASTENER SEQUENCE ......... - R,•, •r„ w, S'J'i..`('I 'U C"?ANGE frI HUU r NOTICE 'JD -4i +D -4A SEE www mbci cam rOP, CLEM N'1' IN ::IRh"ATION SUBJECT TC C'4ANOE 11fTH0':iT NOT:'CF. EFFFGTIYE APRT- 1. 2011 EFFECTIVE APRIL I.'1'?'!+ SF!- www.mbcl.com FOR CUHReY'I' iNFORb44?IiJN 5 S.' ('? T^ G iPri ;E WI?HOlT NO??CE s b.FEGrIbE P,f'?2N-/, 2!.ta 5c.L www.mbq.com FO.....Jh..ENr INFOF?tATIGN HausWn, T%B 71'1-4'e2n Incl 1 IN .CO Phpan{a, AZ fi06 52 Y Nopaton T%0 3-22a Ind c,apo aih r,0-7350224 Phcerb AZ 084 338221 HourtG Nt 07 i 3224 1 d POT.. IN3 '3'8224 Phcertl A288- 370224 20.Ader, GAN 44 f '2 L bb k rX &' 4Y R+cM1m YA A A Ili fi224 A. GA 2AY A4 ('.:1a Luhbo IX v l '3 Richmond VA 1rF "::..?4 Adel, GA 4° - 44'E- L bM<k. IX AU JE -1 4 Rkh t 01 6 }-E':'14 Altar to G 1 -4 M . a TN 80 26 6224 ROrne NY 9 3 5 2 Atlanta GA.r ] pte 622t Me F Th E eE i Rams, NY 60 8 6224 Atlanta GA 51 24 Memphm TN E 0 6224 Ror!,e NY 3l.) 82e. AevmM CA n F 'x14 U.lahane Cily, UK 5u :31+;x'11 Barr t ak Cf y UT "J ATS 24(d ((�� All-,.-21tak,. City, Ur 1:. 14(14 Atwate CA I, 9t,. 3.:14 DM>ahoma CHy, OK k( - : +-61'13 Salt i k City. tlT !v " A t ,:. is /.,l lY Dalian Tx b.,L 6a3 e:224 Omaha, NEE 6A56.t i 8a A. "..I. TX 5.-W 022.1 Della. Tx 0„, n.2 Ornaha. NE 8W. rw x224 Ba,+AnwmO.. X ,v0.5W, 1.24 tYlank � Dallas. TX 4A e,,3 c:moi O,naf:n NE &'ll` 45A 8221 San Amonie. X n03�5v2-h::2a Yle>a1 Roof and W418 S;Yt+'r<rrns Nrtrrl Rnrrf and Will/ Stirtitefns Metal Rooj and Wall Slvstems RECOMMENDED ERECTION PRACTICES - PANEI IRN BEFORE LIGHT TRANSMITTING PANEL (CONTINUED) - FASTENER Ui IYPIC--;ALAI. Using Panel Alignment Strap EACII'URUN Panel alignment straps can be used to hold 1, a �`a \ panel module. Install alignment lat ea(;h end lap purlin and the peak purlin for Jgnment sire s P`�! the full length of the building. The a€icnrnent LI\ ss 'sit have two lanE:e,s at 24" on renter that \\,•`f p" TRANSMITTING \�� i• !4� y \ allow the base of the panel clip to nest in „ ANEL?RIM between them The vertical leg of the panel clip should fit snugly against the flat side of \ the tall lance in the alignment strap LOVER LIGHT UPPER :.IGHT-'/ TRANSMITTING TRANSMITTING PANEL PURLIN PANEL PURLIN PANEL CLIP oIR..{igNCr:NSrAL iP. RArK UP f A CN111%T Start the alignment strap at the rake support S` w eean '\ EAK alignent strap has two tabs on angle. The m one tab on the other end. The nPcsaALE pI)R,II, one end and end with two tabs should be oriented to lead - "in ✓ .% - end of the roof anel installation. The g P f - A;.IgvHcsrsrn.AP ".`ie.;;;-✓,, titT <., first aliynrrlent strap should be installed with - �•- ✓ - ll - --: L the flat side of the tall lance exactly 24" from ✓4° ENULAV UFLIN the vertical leg of the rake support angle. PURLIN Fasten the alignment strap to the purlin with Z Fastener #1 at each prepunched hole loca- "" T^ EAVE STRUT' (AJ LkE tion. Subsequent alignment straps will be Z3 N o engaged to the previous strap and fastened O to the purlins as outlined above. i U SEALLIR ERIC GI I R'r.5 n - Or'..?AI2'Iv. L.P oIR..{igNCr:NSrAL iP. v f 'i _ �x \ OPTIONAL. PANEL CL IP AUGNrIIE:^rT S'PAP --L151 (G-0' LONG) LOCATED AT ENOLAP PURLIN AND THE PEAK PURLIN CO VO.17 SLE wr+w.mbci cam rare CJit 1%Gill:i' iNFOfi TION SUEJGC•r IC CHAN+:E During panel in uriation panel clips at the end lap and ridge purlins are to be instal od first. Vthen installing these clips. ensure the clip bases fit In between the void created by the *,via verbraliy formed lances in the align- ment strap. This will hold the clips at these locations on 24 module After these clips are instaled, the remaining clips can be installed in any order convenient to the erector. NO?ICE EFFECrICAPPI 7,2011 LIGHT TRA PANEL TRI'. -APE.. . ,...�., DIRECTION or iNSTR_LATION LIGHT TRANSMITTING PANEL �x \ FASTENER#1 \-� \ FASTENER #i -' (I EACH'; --L151 -IT TRANSMIT TING PANEL TRIM EFCECi "e A'�RL ?. tflid cE-www.mbci.eom COR CURHi'NTI �.MA"'ION LIGHT TRANSMITTING PANEL TRIM INSTALLATION (OPTIONAL) Light transmitting panel trim is aval!able to (Aver the, exposed insulation at the sides of the light transmitting panel opening. Two pieces of 21,,4"x31,14xi0'-3' angle are required per light transmitting panel This angle is designed to work with c ther the low or the high system. THE 2'/" LEG IS TURNED UP FOR THE LOW SYSTEM AND THE 31,'4" LEG IS TURNED UP FOR THE HIGH SYSTEM. INSTALLATION PROCEDURE Install panels up to light transmitting panel run. Do not install clips on this run until first light transmitting panel trim piece is installed Cut and remove insulation where light transmitting panel is to be located. Leave enough insulation at the top and bottom of the opening to be rolled back, allow- ing only the backing to be exposed. Place double faced tape on top of the horizontal leg of the trim to hold the insulator Notch trim for hack -up plates and install directly under male leg of last panel installed, running from lower light transmitting panel purlin to upper light transmitting panel purlln, Attach to purlins with Fastener #1, Install dips Install lower light tmnsm tting panel run panel. Leave upper -most clip off until next trim piece is installed. Fold insulation end tab under lower panel and install light transmitting panel. Fold upper insulation end tab above light transmitting panel. Fold upper insular on end tab above light transmitting panel and install upper light transmuting panel. Place double faced tape on next trim piece and notch for back-up plates. install directly under male leg of light transmitting panel and clip all panels down. CAUTION it is the user's responsibility to ensure that the installation and use of all light transmitting panels comply with State. Federal and OSHA regulations and laws. including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fat,` -through. I SU6JECT TO CHANGE AM Hour NOTICE L'U-51 �1 f 1 a o IN N o� cp -T �- vi Lj pJ CO PURLIN Ci Zf Z z �> Z3 N o O J O ^• n'C' U z O 2 LJ zi r U O i ..... .,, ._ .. __...... 1 w z x z so o z z z z C� O QL A l A z O v / o tri vQ 1 `Z PUkLDJ Y 3' 18' tiff 1 _..._ ... �.._._ ,- -..... .- 'NEa lip 3 PURLIN 1.' U w � REMOVE Drawn by. Checked by. PAN ONLY Job Number: Erection Guide Sheet Number: ULD9 of 15 13 i SECTION A -A Field Located LTP installation Directions The Field Located LTP can be Installed at any time, either during roof ms allation or after the roof has been completed, The Field Located LTP may be instal ed almost anywhere in the roof. The LTP must involve at least two purlin spans and rust eye at least 5from the Cate. ridge or rake Once the Field Located LTP location is determined, verify the exact purlin location v at the up slope and dawn slope ends of the LTP Cut out the panel flat as shown In the adjacent drawings. At the up slope end only, notch out The panel ribs as shown. The opening for an LTP on a roof with 5' purlin spacing will measure 9'-9" long by 18" wide. The opening at the down slope end will be 7' from the web of the Curtin. The opening at the up slope end ws'rl be 4" from the web of the quoin. CAUTION It is the user's responsihity to ensure that the installation and use of all light transmitting panels comply with State, Federal and OSHA regulations and laws, Including, but not limited to.. guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fall -through. IUD -52 SLE www.mW cl,'GH CLPREV r INFC1fiMA1ION SUBJEG'1' PJCHAN(_ WnT'UI NOiCE L: FcCTItE APRIL 7,26`4 Q) The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A o�rn oCL a o IN N o� cp -T �- vi Lj pJ CO O En ` Ci Zf U c Z3 N o O J O � U O 2 LJ zi r U O O O U U w w QL l� O� ❑❑ O v � o tri vQ CD `Z IUI � U 3 U w � Scale: NOT TO SCALE Drawn by. Checked by. Project Engineer: Job Number: Erection Guide Sheet Number: ULD9 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A a Nouatd 7X h77-71;1 F.1'+4 1 pia poI IN 4tx) ", 4 Phoem AZ AF } - :+4 _ Nnvaron TX 1 i r: nails, IN Pp. ,.24 Phoenix AZ AFS ++'.24 No; of T%& t'i-5224 !nd a faPohs ql A:!1 >. 5 lA P!, AZ 3Y �b%24 Adel GA R ,, --4 L 1-!w k TX ACO .124 Richmo C VA SM _. I A.1, CA 9 P4 C 24 L bbo k T% 0J 2" Richmo p VA NT.S?2'I4224 Apel GAG.::. in,�8224 Lubbock TX.xl,yy 824 Richmvntl VA 49;, 121 Q21 Aflanla A S S2' M 6 h- T i y, Rnme NY d1N 9 2M1� Alia l , GA rud M .a. TN -A'6 RDll,a NY dY 5: -6,'24 Atla ,GAA >.,.2 ti.'.24 M�mph:g, TN 3 .v 622" Fn AY1,11"'r-,I-62.11pit Atwater GA C NN - : 4 O a Clly, OK 7C.,-,Y. AMa1er CA CJ . 9:124 Ok h Cllq.. OK 0G 2_n Salt Lak C y Ur L' „n I!: :, ^n !NE La• C UT Mr. 874-24(,4 Atw CA 2.9324 Cry ON BJ) `.9T-6224 ` X Okleh":ma Sohl C,Iy. UT 6C C7424J4 Da eg, tX 6.,-Lo.ft2[4 Qmflhd. NF A L 4,6 , Sv,t Am n < TX Q ® Del Tx 3r.J 5..-6224 p a, Al. 6(x2-4 o- $ar Anton a TX .f .AN%224 Dal a TX -00 fg3.fi;:2A OnuhA NE y,t A51$21^. San Anin„i0 T%P^.1,.!19-E224 Meta( ldo�f arut YVrlI ,Sbstems Metal Ruaf and 1,1,al/ S st(inis hletul Roof and Wcrl( Svslenzs Y N\ L \ IN.I'LATICI4 VINYL ^� UA'OR 6ARRI2R DOUBLE FACED TAPE DOUBLE FACED TAP' CUT \ VINYL STEP A STEP B STEP C VINYL VAPOR BARRIER FOLD LP ON SIDE & TRIM, TUCK UNDERAT.NDS, f BACK. UP PLATE % {I URETiANE SEALANT A t AN 60'.HSIDES OF TAPE / 11" is a`. ., Ems. ! $'. n'�sEAl4NT fi 'A TRI-BEADTAPE SEALER (Two ROWS a REOU'RED T' Tal -BEAD TAP. FFA.. FR[H 45D41 \ BACKJF PLATE EL ROVE 4 (IiVJ 77801 NSL!U+' ION DOUBLE FACED TAPE , d. INSULATION MUST COVER BACK-UP PLATE SECTION A -A EFFEGrive APRIL ],2C14 5EE wwu.mbm.com FOR CURRENT INFORMA'RON Field Located LTP Installation Directions - (CONTINUED) After the metal has been removed from the LTP opening, remove the exposed fiberglass insulation without damaging the vinyl l yr per barrier. This can be aided by carefully rt:n- ning the blade or a utility knife along the edge of the metal at the opening, Do not penetrate the vapor barrier. Apply double-faced tape along the side of the panel trapezoid, on both sides of the opening as shown in Step A. Pull the vapor harrier over the panel ribs, then cut vinyl vapor bar- rier as indicated by the dotted lines as shown in step B.Fold vapor barrier and push tightly to the double-faced tape as shown in Step C At bots, the up slope and down slope, ends, the vapor barrier should be tucked under the metal none, install At the down slope end of the opening, ins,, a back-up plate onto the end of the roof panel, then install two rows of Tri -Bead tape sealant across the width of the panel. The up slope edge of the tape sealant should be 3/4" down slope, from the edge of the open- ing Apply a liberal head Of urethane sealant across the tape sealant at the panel seam on either side of the opening CAUTION It is the user's responsibility to ensure that the installation and use of all light transmitting panels comply with State, Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard rai'!ings, or other acceptable safety conlrols trial. prevent fall -through. S'JEJ' U is C,hANaE „71400. NOT!CE UG56 CUTANO REt _. URE'r A dt I ALAN BOTHS OF e1 4 a, cx L A.. IP.L e SA T=_ 4 ���'� '�TRr-BEAU TAPE SEALER LIGHT rTWO ROWS REUIREUI rr Aw-mi T'T!NC PAN:. ,NE SEALANT IDES O� TAPE Field Located LTP� A5TFNFP 01F - - TI 7FAD TAPE SEALER (CONTINUED)yfi T 9? `v ev� L Ir TRANIMII TIP r '7Ne ROWS REQUiAEOi A FAN-,. ! \ c At the up slope end of the LTP, install two 51de vl. rows of Tri -Bead tape sealant across its 9 ) � width, up to the horizontal Shoff of the hap !, { ; 1 h A� E1 ` TAPE tape sealant should be is from the edge of J RAN M IT NG A ; " sealant that covers: the rest of the rib of the 4.'...... LTP and marries to the tape sealant. This 1' should be done on both sides of the LTP. � Cut the "engagement flanges" off of both T" sides of a back-up plate and install onto the t Cl4TTRAN T:INCP :NEL ---a- up slope end of the LTP. OME1F IDEI%TAPE , P IciCe (NOT BY Nisch, SECTION B • R J i1 Lift the metal roof panel at the ules lope and of the opening. While the metal panel is lifted SECTIONA•A up, slide the up slope end of the LTP (with C the back-up plate engaged on I[) under the ! FAs aF 43t r a r NG metal panel for 3'. Once the 3" end lap hasur, been achieved at the uslope end, lower the down slope end of the LTP onto the metal 1 x PANEL r`•p _- /I� , t 1,g1 - Lt E 5 C , ,ra.,HeR y n ! t i panel 1 p \ PANEL CROSS SECTION � !JD -:tel SEE www mbci.com FOR CURRENT INF-ORMA'!ON 5V1;EC,7 TO C; AN Field Located LTP� A5TFNFP 01F Installation Directions - A L4tsx,E (CONTINUED)yfi T 9? `v ev� L Ir TRANIMII TIP r CRISEAD�TAPE A FAN-,. ! \ c At the up slope end of the LTP, install two yT rows of Tri -Bead tape sealant across its 9 ) � width, up to the horizontal Shoff of the hap !, { ; 1 h ezoid. The up slope edge of the top rum of E1 ` TAPE tape sealant should be is from the edge of UP SLOPE END OF LTP PANEL to-: LTP, Apply a 3" long bead of urethane " sealant that covers: the rest of the rib of the 4.'...... LTP and marries to the tape sealant. This 1' should be done on both sides of the LTP. � Cut the "engagement flanges" off of both T" sides of a back-up plate and install onto the t Cl4TTRAN T:INCP :NEL ---a- up slope end of the LTP. OME1F IDEI%TAPE , P IciCe (NOT BY Nisch, SECTION B • R F .ld T.yl ovp [,,p PT ,.aro nu G hhae Lift the metal roof panel at the ules lope and of the opening. While the metal panel is lifted SECTIONA•A up, slide the up slope end of the LTP (with C the back-up plate engaged on I[) under the ! FAs aF 43t r a r NG metal panel for 3'. Once the 3" end lap hasur, been achieved at the uslope end, lower the down slope end of the LTP onto the metal 1 x PANEL r`•p _- /I� , t 1,g1 - Lt E 5 C , ,ra.,HeR y n ! t i panel 1 p \ � O L l L ,B UZI � r4 l DOWNSLOPE END OF LTP PANEL CAUTION It is the user's responsibility to ensure that the installation and use of all light transmitting panels comply with State, Federal and OSHA regulations and laws, ! including, but not limited to, guarding all light transmitting panels with screens, : fixed standard railings, or other acceptable safety controls that prevent fail -through. (;E EFFEOTIVE A, R,_ r, 2014 i A$TENER a'E X 1 ;4' twolic -11c S D. - 7RI-3EADTAPE SEALER 11 Tv -5041 (2 ROIVS RED 1) ) BACK-UP PLATE [HW -7/u0] EFFECTI,E APRIL ].2:!,.e, SEE www.mbel.eom FOR CURRENI INFOR AnOri Field Located LTP Installation Directions - (CONTINUED) At the up slope end of the LTP, install six #1 E fasteners through the metal panel. LIP and into the back-up plate Fasteners should be 11/2' up slope from the edge of the metal panel and spaced evenly across the flat of the panel as shown in the top two drawings. At the down slope end of the LTP install six #43L fasteners through the LTP the .fetal panel and into the back-up plate. Fasteners should be 11/2 up Slope from. the t t. g. of the LTP and spaced evenly across the flat of the panel as shown in the bottom two drawings. CAUTION It is the user's responsibility to ensure that the, Installation and use of all light transmitting panels comply with Slate, Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fall -through. „3., i.. :: n CI-ANk4F W TI IC?Ui NC'rICF lJO-5.`i Nvusbn, T% P 1 6 _'n hnp P i IN .^0 ,a Phvanix AZ C 2 4 PNOIIIv Tx A 31224 til Po: s INP 35 7 6224 Pt ­im, AZ,1,'15 - - -24 Hoval TX ] 3 '24 hxRanaPoliu INS .: ] 62'24 Phoeni AZ P 613 6224 Ape, GA Aeh 4fi -. Luh Tx ti"" ME N,ehmond. VA h 11 "'2:.4 AA.., GA W E3G 81 L bhn 0. TX ;i1 N 1221 Ni-- YA 2'1_1.12`i A.te GA 44 14 L iI A, rX 31011-'M I ­lh.bma tl VA 1111 711 1,224 Aln 0. ] t t d fa. G 5 62' 1 Me D x, TRP.. 20P 4 Roma NY 600 55916 2 Aianp GA 877 1 1 Mer phis TN EJ 0 6 4 Ronne, N 8 5 621; Alamo. GA ] 1 2- Memphis iN 601 206-6224l Rome, YY 5 - & n 0.14"f CAL B..6 a:,I4 Uk h a C,ty 45 ?0 ..4 tart Lake, C111. Ur! d141N44 Atwnla- CA i14 Ok. C y, tlN k F;•l4 Sg' Lak f ty lIT'k ':.fl, ':+ A+ntar fA T 1 "' 3 O h C60y 5i NIX :315224 SaN 4rk C Y UT :il S]4 24Uc kD' Dallaa, TX 69L 663E224 Ort aha NP &N, 458 6[..A San Anton o TX Mul Sb98221 Dallas TX R 0 6 . OPuI 0 nah4, N_ BC.". iZ nc2a Sal Amo o T% AaC.Ym 6221 ^ ® Daltds. TX s ,�aa U. O aha. HE BJ4 ,5 8228 ban Mwi. n, TX _OD 598 6224 Metal and Wall S4'stems Metal Roof aml Wall S-istems Metal Raaf tine( Weill Syctenzs TRI BEAU TAPE SEALER Ir II L..rh R rn sidas) REPAIR CAP= }i'. (Hitt -'17101 \ \" URETHANE SEALANT erth End'! (E!FA Tc ERlitE-1 .,.14 l 11,4 ` 1G7T.ANo Ai Tin es Ise NEt 1 axI.LIPTER � ,. TV .SIF 57EN F%a'- 41 Y a'LtPTEK Nt I Ire ; if O.. EAC i i`RDE UP SLOPE END OF LTP PANEL LIGHTTFANSMn?!NG I' ilv, REPAIR CAP 'A' fl. 1... Field Located LTP Installation Directions - (CONTINUED) Install Tri -Bead tape sealant on the inside and along the full length of two repair caps. At Each end of both repair caps., apply a liberal amount of urethane sealant in the rib and up both sides. Install the repair caps to either side of the LTP, The repair caps should extend past the LTP an equal distance at both ends. While putting moderate foot pressure on the repair cap, Install Fastener #4 at 6" on center. Fastener must penetrate through the tape sealant on the inside of the; repair cap and into panel side cinching repair cap tight. It is best to pre -mark the fastener locations and start In the middle of the repair cap and work towards both ends installing the fasteners. 14'I fArl EdE tl:E74 14 1I _.N 1- hill 942L 114-t1X 1 14" IONG L:iE S;). AI INSIDE'. CA, N! to LONG f5: ,A' r:.ASHEP, When repair caps are attached, inspect the DOWN SLOPE END OF LTP PANEL up slope end of each to insure that the ure- thane sealant completely sealed the Popair ,.. RSPARR AP can to the panel and that there are no voids. H;y.12,„ ] If any voids are found, inject more urethane sealant into the area and finger wipe ......... _ � ;d; FASTENF.fi b%,71. 14 LAP TEK i4x i 1:4' CRISEAD�TAPE S ONG LAE S. D. SEALEP IH'%5041 _{. 1'P. DO PA,^,HER (2 ROWS REOD.) 4.?a LERI 241 [K)" E1 ` TAPE RG,,EANE \ - i :RAN'S111INl FAkCI r . 9Y MB I. IS BACI-UP PLATE UGHT'RANSMITTING PANEL Ki :NSJ ON IHW-77601 P, d vinyl I nv r top � Uc nve,r o! 2 L2Ll 8""k UA Piau, Z P IciCe rr^^ vJ SECTION B • R -- EFFECTI,E APRIL ].2:!,.e, SEE www.mbel.eom FOR CURRENI INFOR AnOri Field Located LTP Installation Directions - (CONTINUED) At the up slope end of the LTP, install six #1 E fasteners through the metal panel. LIP and into the back-up plate Fasteners should be 11/2' up slope from the edge of the metal panel and spaced evenly across the flat of the panel as shown in the top two drawings. At the down slope end of the LTP install six #43L fasteners through the LTP the .fetal panel and into the back-up plate. Fasteners should be 11/2 up Slope from. the t t. g. of the LTP and spaced evenly across the flat of the panel as shown in the bottom two drawings. CAUTION It is the user's responsibility to ensure that the, Installation and use of all light transmitting panels comply with Slate, Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fall -through. „3., i.. :: n CI-ANk4F W TI IC?Ui NC'rICF lJO-5.`i Nvusbn, T% P 1 6 _'n hnp P i IN .^0 ,a Phvanix AZ C 2 4 PNOIIIv Tx A 31224 til Po: s INP 35 7 6224 Pt ­im, AZ,1,'15 - - -24 Hoval TX ] 3 '24 hxRanaPoliu INS .: ] 62'24 Phoeni AZ P 613 6224 Ape, GA Aeh 4fi -. Luh Tx ti"" ME N,ehmond. VA h 11 "'2:.4 AA.., GA W E3G 81 L bhn 0. TX ;i1 N 1221 Ni-- YA 2'1_1.12`i A.te GA 44 14 L iI A, rX 31011-'M I ­lh.bma tl VA 1111 711 1,224 Aln 0. ] t t d fa. G 5 62' 1 Me D x, TRP.. 20P 4 Roma NY 600 55916 2 Aianp GA 877 1 1 Mer phis TN EJ 0 6 4 Ronne, N 8 5 621; Alamo. GA ] 1 2- Memphis iN 601 206-6224l Rome, YY 5 - & n 0.14"f CAL B..6 a:,I4 Uk h a C,ty 45 ?0 ..4 tart Lake, C111. Ur! d141N44 Atwnla- CA i14 Ok. C y, tlN k F;•l4 Sg' Lak f ty lIT'k ':.fl, ':+ A+ntar fA T 1 "' 3 O h C60y 5i NIX :315224 SaN 4rk C Y UT :il S]4 24Uc kD' Dallaa, TX 69L 663E224 Ort aha NP &N, 458 6[..A San Anton o TX Mul Sb98221 Dallas TX R 0 6 . OPuI 0 nah4, N_ BC.". iZ nc2a Sal Amo o T% AaC.Ym 6221 ^ ® Daltds. TX s ,�aa U. O aha. HE BJ4 ,5 8228 ban Mwi. n, TX _OD 598 6224 Metal and Wall S4'stems Metal Roof aml Wall S-istems Metal Raaf tine( Weill Syctenzs TRI BEAU TAPE SEALER Ir II L..rh R rn sidas) REPAIR CAP= }i'. (Hitt -'17101 \ \" URETHANE SEALANT erth End'! (E!FA Tc ERlitE-1 .,.14 l 11,4 ` 1G7T.ANo Ai Tin es Ise NEt 1 axI.LIPTER � ,. TV .SIF 57EN F%a'- 41 Y a'LtPTEK Nt I Ire ; if O.. EAC i i`RDE UP SLOPE END OF LTP PANEL LIGHTTFANSMn?!NG I' ilv, REPAIR CAP 'A' fl. 1... Field Located LTP Installation Directions - (CONTINUED) Install Tri -Bead tape sealant on the inside and along the full length of two repair caps. At Each end of both repair caps., apply a liberal amount of urethane sealant in the rib and up both sides. Install the repair caps to either side of the LTP, The repair caps should extend past the LTP an equal distance at both ends. While putting moderate foot pressure on the repair cap, Install Fastener #4 at 6" on center. Fastener must penetrate through the tape sealant on the inside of the; repair cap and into panel side cinching repair cap tight. It is best to pre -mark the fastener locations and start In the middle of the repair cap and work towards both ends installing the fasteners. 14'I fArl EdE tl:E74 14 1I _.N 1- hill 942L 114-t1X 1 14" IONG L:iE S;). AI INSIDE'. CA, N! to LONG f5: ,A' r:.ASHEP, When repair caps are attached, inspect the DOWN SLOPE END OF LTP PANEL up slope end of each to insure that the ure- thane sealant completely sealed the Popair ,.. RSPARR AP can to the panel and that there are no voids. H;y.12,„ ] If any voids are found, inject more urethane sealant into the area and finger wipe CAUTION It is the user's responsibility to ensure that the installation and use of all light'! transmitting panels comply with State, Federal and OSHA regulations and laws includ':ng. but not limited to, guarding all !, light transmitting panels with screens, I'! fixed standard railings, orot. , ccn, table !. safety controls that prevent fall through. \._._.._... PREFORVE FORA"'12 li 41 N1 •-...- /FND 1 SCRIBE LINE CONTROL. ARIA l-- END SKIRT \\ 4, END GAP i FASTENER 94\� END CAP ,- , UL ..o spa www mbu.com G: 2 �.4b.L-J7 NI r<MATION t - r ' N''i , TI • � ! s":') . L ) .. 1LJL., iC CHANCE 4 11,{OUr N0'ICE Ef FLL .L AH r4l ), 20"4 EF'rECT,IE. 'F21L 7, 2L•14 EEE www.mDc tom FOR CLt4RENl la!!ONI . . N MIDGE VENTILATOR NOTE N1BCI does not recommend the use of a ridge ventilator on standing seam roof systems. Sidewail or endwall exhaust fans or other ventilating methods should be con- sldc red. These details are for your conve- rience only Only a 9' ridge ventilator can be used with this SSR system. Do not use ridge ventilators on any roof over 200' in width or with a slope less than 1:12 or greater than 6:12. INSTALLATION Turn ventliator over and place gently on its top, Note that the end cap is pre -formed for a 1:12 roof pitch. The five bench mark dots represent 2:12, 3:12, 4:12, 5:12 and 6:12 roof pitches. Draw a line between indicated corners and the appropri- ate dot Lor the, roof pitch, Cut and remove that portion of the end cap. On 5.12 and 6:12 roof pitches see vent manufacturers special instructions for the installation of the vent sk!rt. The and cap is now ready to receive the er!d skirl.. Position end skirt onto end cap. Be sure the down -turned angle of the end skirt is inside of and up against the end cap. Attach end skirt to vent'tator end cap with Fastener #4 in four places. SUBJECT I'O CHANGE win HCUT NOTICE UO,37 URE :SEA TRI -BEAD TAPE SFAI FASTENER #4—, END SKIRT�1- \-- END SKIRT FASTENER A, RIDGE Fl ASEN(" — RIDGE FNP CAP VEN nLATO:R FNn .AP y �" E.1i.ANT ��_ T\ ,/j % f � TUBE SEALANT '-- FASTFNFR 44 R 94 RIDGE VENTILATOR INSTALLATION (CONTINUED) After Tri -Bead tape sealer has been applied to top of outside closures, install ventilator in proper location. Be sure to center in open - ng. Attach ventilator to outside closures with Fastener 94 on 6" centers Use tube sealant to seal between the outside of the ventilator and the end skirt. Install the ridge flashing as in Step 14, except for those pieces on either side of venfla- tor, These will lay on top of, and seal to, the venti iter end skirt with a ridge end cap, Use Tri -Bead tape sealer to seal the ridge end cap to the ridge flashing and the end skirt. Use Fastener #4 to install the end cap. Six fasten- ers are required to be the end cap In the ve.n- titator end skirt. Eight fasteners are required to tie the end cap to the ridge flashing. For continuous verib ators. instill end skirts on both ends of thefirs', ventilator and one end of at following ventilators. Attach ventilator to outside closures as out- lined above. Install an additional Fastener #4 through the corner of the side skirt and into the end skirt. Do not connect more than 4 vents to the same linkage. UO -N' SEE wvrw-mbci tom FOP CURRENT INFORMATION SL EJE.: !' T'0 CHANGE V{IT*iOVT NO-1Ge U F ECT.NT APRIL T, 2014 N Co f:kF 7 NFPd 14 LAP TEK F S cl- S O a t'ih1 Mon=,„ ik 50 LERI 241 [K)" E1 ` TAPE r . 9Y MB I. IS : O UGHT'RANSMITTING PANEL Ki :NSJ ON I' J I. f inyl knP � Uc nve,r o! 2 L2Ll -�!, _/i j ! Z P IciCe rr^^ vJ SECTION A -- CAUTION It is the user's responsibility to ensure that the installation and use of all light'! transmitting panels comply with State, Federal and OSHA regulations and laws includ':ng. but not limited to, guarding all !, light transmitting panels with screens, I'! fixed standard railings, orot. , ccn, table !. safety controls that prevent fall through. \._._.._... PREFORVE FORA"'12 li 41 N1 •-...- /FND 1 SCRIBE LINE CONTROL. ARIA l-- END SKIRT \\ 4, END GAP i FASTENER 94\� END CAP ,- , UL ..o spa www mbu.com G: 2 �.4b.L-J7 NI r<MATION t - r ' N''i , TI • � ! s":') . L ) .. 1LJL., iC CHANCE 4 11,{OUr N0'ICE Ef FLL .L AH r4l ), 20"4 EF'rECT,IE. 'F21L 7, 2L•14 EEE www.mDc tom FOR CLt4RENl la!!ONI . . N MIDGE VENTILATOR NOTE N1BCI does not recommend the use of a ridge ventilator on standing seam roof systems. Sidewail or endwall exhaust fans or other ventilating methods should be con- sldc red. These details are for your conve- rience only Only a 9' ridge ventilator can be used with this SSR system. Do not use ridge ventilators on any roof over 200' in width or with a slope less than 1:12 or greater than 6:12. INSTALLATION Turn ventliator over and place gently on its top, Note that the end cap is pre -formed for a 1:12 roof pitch. The five bench mark dots represent 2:12, 3:12, 4:12, 5:12 and 6:12 roof pitches. Draw a line between indicated corners and the appropri- ate dot Lor the, roof pitch, Cut and remove that portion of the end cap. On 5.12 and 6:12 roof pitches see vent manufacturers special instructions for the installation of the vent sk!rt. The and cap is now ready to receive the er!d skirl.. Position end skirt onto end cap. Be sure the down -turned angle of the end skirt is inside of and up against the end cap. Attach end skirt to vent'tator end cap with Fastener #4 in four places. SUBJECT I'O CHANGE win HCUT NOTICE UO,37 URE :SEA TRI -BEAD TAPE SFAI FASTENER #4—, END SKIRT�1- \-- END SKIRT FASTENER A, RIDGE Fl ASEN(" — RIDGE FNP CAP VEN nLATO:R FNn .AP y �" E.1i.ANT ��_ T\ ,/j % f � TUBE SEALANT '-- FASTFNFR 44 R 94 RIDGE VENTILATOR INSTALLATION (CONTINUED) After Tri -Bead tape sealer has been applied to top of outside closures, install ventilator in proper location. Be sure to center in open - ng. Attach ventilator to outside closures with Fastener 94 on 6" centers Use tube sealant to seal between the outside of the ventilator and the end skirt. Install the ridge flashing as in Step 14, except for those pieces on either side of venfla- tor, These will lay on top of, and seal to, the venti iter end skirt with a ridge end cap, Use Tri -Bead tape sealer to seal the ridge end cap to the ridge flashing and the end skirt. Use Fastener #4 to install the end cap. Six fasten- ers are required to be the end cap In the ve.n- titator end skirt. Eight fasteners are required to tie the end cap to the ridge flashing. For continuous verib ators. instill end skirts on both ends of thefirs', ventilator and one end of at following ventilators. Attach ventilator to outside closures as out- lined above. Install an additional Fastener #4 through the corner of the side skirt and into the end skirt. Do not connect more than 4 vents to the same linkage. UO -N' SEE wvrw-mbci tom FOP CURRENT INFORMATION SL EJE.: !' T'0 CHANGE V{IT*iOVT NO-1Ge U F ECT.NT APRIL T, 2014 N Co N cl- O y O h Cj IS : O N O O O C U Uc N 2 L2Ll Z ❑ rr^^ vJ U '1 0 (� C 0 0 U U to r `U oU O L l L �z oz DD UZI � r4 l U Z rn v Q � o Ll 11 Q3 Z U w O Scale: NOT TO SCALE Drawn by. Checked by. Project Engineer. l 9 Job Number: Erection Guide Sheet Number: ULD10 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Nvustnr TX ii i' -rl',4 Indeanmpviis IN 11,0-715,1224 P -m AZ Rp 3 .24 SEALERTIPPER N,ustcn T% 7) ::`26 InCranmp,lis IN p01i.5 N^2a Ptroer ix AZ F6 ? `4 Mo: sf TX 1 i:s-621n to anapoli IN 9 1- 61 :'A Ph Ai 69:' ..E2i1 Adel, GA R 4 :. t. L bb k XN 0 .124 R'ehmo d VA 1 J Q C6 C � O Atl0 GA? d 6'2 1 l tr k TX :� t 24 RRI, d VA .;;224 Adel GA 8J 44' f 24 Lf bboeN TX J n6-', Rich d VA ;"223 b U Alienia, GA 9 ) b .$21 � Mmm4F'e TN wr 1.5+�t24 Rome NY 6G, 55,12.24 U 2 U Ahan?.a, GA 6>] .;ic 0124 Men pt s. TN 500...6 i::24 R6n+a NY d,. SS.r E214 Ath rine CAp, J.. 2.ti,"2tl M wl— TN Z Li Atwaipr 4 l S - - U city UK K11,10':.:4 Salt Lak Cty Ur 1.'411-2 K //,� U "1 AMatar,C CJ 9-.]"26 Oklat+6ma CIK.. ON C '. 4 Salt ,ak Cy UTO C-8, i -24r-4 Atw CA _ 2.93.4 Okl Kana Cey OK 6J.-.976224 Solt lake City. UTE F:7 -^r3+ c c o 0 U U Dal aa, i 3...$5}ttiC. fM a,4, NE I'll ,,? 1121 San Anrwflp TX tliK .:'fn -5124 V I & D.;: TX 311-5;; 622+ oiii_ NE Sar Anton a TX p.,t lip +;124 Dal ac TX -v0 '..3�5;.::- Omahe. NF 3 f.45`.82<�� Sar+Anton n, TX 83:1..74 6.2q 0 11 1Z_,!1: EEl Nkatal Roof and IVilll 5'oien!s Nfelal Roof and lila!! Slocales Li vQ ,!fetid Roof eruct WITH ivswnxs 1f"69N1Ai\IrN9 RIDGE VENTILATOR FASTENER #M1 / {6"O C) TRI.SEAD f TAPE SEALER CLIP NOTES: ONLY 9" RIDGE VENTILATORS CAN BE USED WITH THIS SSR SYSTEM. DO NOT USE RiDGE VENTILATORS ON ANY ROOF OVER 240' IN WIDTH OR WITH A SLOPE LESS THAN 1:12 OR GREATER THAN 6:12. SEE PAGES UD -24 AND UD -25 FOR FASTENER SELECTION. E- �Ec[ IVE APRIL J, 2613 SEE—, bd.i, FOR CURRENT INFORn,1nrIVN SJ8,"CI rOCHAN..EhMOOT NCl'ICE VU 119 - ---- FASTENER V E ( PER PANEL) RIDGE FASTENER #» --\ --j�- 2a ` , ` I ~� r'a _ FLASHING FASTENER ft-' a rt %J k S H VENTVENT---,— HWY1 -52 5?5 r;{,='�\ t ti Uit 3-DVENT f 1A [RIAL PANEL INCA FD WITH �,A 1'- F AL .ENT': l Gji fl a 7 Y \ �._ "' ~✓ t} 1' FASTEN #1EI -F, (a PER PAJEL'; t� .i PER F.INELFOR I LOW -J , i2 NIDE PANELS) 'I i PANEL CLIP !y, l , { I )' FASTENER`) i 7 `BACK-UP PLATE , (2 REQUIRED) PURLIN - TR! DEAD Il TAPE SEALER OJTSIDE CLOSURE. I� FASTENEkk1E 1 (3 PER PANFt.1 RIDGE FASTENER #»2" » —� LnsHlu a - _ FASTENER 6" a C 1 t PERI CRATED E2C,NT4 LIP Ult 3 DeB'T ' {fir - I PANES Ll- -'1'• ); t�'` ; FASTEN F R#1F 1 1 (r P=R PANEL) 1 I (3 PER PANEL FOR 1` LOW-! 1/ '1-'- 12" WOE PANELS) 11 i 1 PANEL CLIP - FASTENER PI 7- 1 (2 REQUIRED) PURLIN / �-�( ,—TR!-EFAD BACK-UP PLATE ' TAPE SEALER OUTSIDE CLOSURE LlD_60 9FE. www mbci.wm FOR CURRENT INEDRM-TON SUBJECT TO Cr4AN(3F YIITHGJT NOT,. CF. rF :.I;T .E. APRT 7, 2011 MID SLOPE FIXED CONDITION UPPER U tea Dek' PANEL U'1 a-Dek" 01 PER END AP) [ >1 INSIDE -THI I' C' OSURF~ �� }'"� APF SFAt_F.R CLOS URIE �� �- TAPE SEALER -) R3 LUFAIEN7 LR`r A TE1E2#1 4 tJPER CLOSURE PANEL (2) PER CLOS URE PANEL -`•'`-�'"` y,- ''ri^ FIXED 11--�5- S FIXED ENDLAP MtDFhE7 tl 111:0 FIXED ](3321) �1"��, jj/!IG °` -- PLATE {HV 7636; ';.0+LL' FASTENER u"-" �FASTFNr..R#1 LOW SYSTEM it 0C,) HIGH SYSTEM (b'O.c) AD1RPFR PANE, D:TIONA FASTENERf'IE-� l-Jlt Dekn R 'T' 'EEN PRE PLINCHE . HOLES j!,( /-FA`T L N - R 41E FASTENFR'ft iN ✓RE -r LN. hEC7 r" INSinr CLOSURE l'° JALHOLES PANEL THICKNESS-. 1 r / f - FASTENER #14 /Itre Delo FLOATING ..OW EAJG P A E {li.ti-7e, :7) ` wER P M1j L FAS ENEB#4 !/- II 711 _. l- yt. -_Uk a-0.kh. PANEL -L—V LFATION FASTENER LOCATION /-FASTENERk1E TRI-SEAD ..... .�a�,Ly / lr IN IDE CLOSURETAPF. SFALFRI =y, =-til r rfi TENER#tA FASTENER 94 1 AT 12' QC. i 4 ,CURL E FACED TAPE _ p 1111 F STENt_R k5 OFFSET PANEI., -' 1 TRI -READ l I�, %CAP TRIRt \ TAP- ,, A,E FASTEN ER #1' )� GUT?F..R WALL FLOATING HCH 'j - PANEL EF.VF PLATE I DOUBLE-' IHW !618 ACED TAPE I LOW SYSTEM 14 CAF TrR MI-' INSULATION] EAVE HIGH SYSTEM NOTES 1. This special detail is for use when a panel run exceeds the thermal movement capabilities of the panel clip. Please refer to page UD -3. 2. A positive panel attachment is made at the raid -point in the panel run allowing for thermal movement to the Save and ridge. 3. The standard floating ridge condition must be used in conjunction w'.th this special cave detail. 4. The floating eave plate must be used to allow for panel movement at the eave, 5. Refer to pace UO -2 for m ximum clip movement in each direction.Thennal calcu ations must be performed for each project to ensure that the thermal movement of the roof will not exceed the design of the clips and slot in the special eave plate. 1 . 3' T.T':O "NA1tiF Wi?HOCIT NCYr,CE. lJD-.i EFFECTIVE APRit. 7. 20!4 9FE www.mac .c,m FOR C;URREN'-'NFORMA?I�)N a.. .. � - Hv6a1w,, T% 9) l 521 In l 4pc1 s. IN 500 24 PFuen x, AZ & 6 2 4 Horst T% 8 15221 Indwnapv e, IN @^" 135 8224 M=oe a. AZ 864. 3 8:24 Hovsr Tx BT i 3 224 1, di ,n Dia IN ) 6214 Ei„e ' . AZ 838 533.8224 A. GAih846('aa Lbbpek iXW111. Rlph dVA :. ul..: Adel, 4A 5r-644Gai1<< U+bpnck. TX 1— -'1114 Rlch tlYAfl ';:"'-1,124 Adel 4A 9 14 Lubbock. T%fk h3 i Rlah dVAk-[-Cfi'24 Atlarrla. G4 3-,7-512-6224 Memphra TN 60,-206f224 Ron e, NY D^ 9 24 Ahan GA : 51 6'24 Memphis TN E 0 -24 Rorf N SC c5". 22.. Alar t 0A T 1 2a htempri s. TN r -20,-6221 RorrK uY Atwater, CA?1f 8 ,:I4 Oklahoma City . ON NMI . ++):'4 51'1 Laka G Y Ur ,p. J'l--'11!14 Atwa CAS. -IN -T-14 UM?aFpmn f"ty OK 4 " 1 E213 San aN C ty iiT 4x A: 1 24:k � Atvnfe fA 12 22,t Uk a'tmm� C,ty JR 0:'14 F L k CI Y. .1 1W 471 -Mu ME LMDallas, TX 69u-663.6224 Omaha, NE KW 4'11-6224 San Anton o T%ar J -5G9-612, Oa11as. TX arr0E11f-622.1 0maha, NE OG...:,,'�224 San Antoni,, TX 100 59662.24 © l^J Oafles TX 9]0 6;3E22d Omaha. NE pxt, 138.6.24 ban Anwr. o, TX Ill 5,8 -v -2n m,,11 Roof and Watt Sysll illclol Roof unit Wall Jyyttwis Wild Roof and ll,dl Systems ROOF CURB CROSS SECTION UD f2 Sir wwvr.rnbci.com FORCJ?1r LP.TiNFORMNrICN SUBJL.:r TO CHANGE ROOFCURB INSTALLATION the manufacturer recommends that only one- riece aluminum curbs be used on it's stand - ng seam roof systems. The curb fango is :onstructed to match the configuration of the ranel. The side flange extends to the next nat- Iral seam in the roof panel and conforms to he seam configuration. Can strips, furnished ry the curb manufacturer, secure, the curb Is the roof panels. The roof Curb is Installed Jnder the roof panels on the upslope end and In top of the roof panels on the downslope md. Support framing should be installed )efcre curb installation, Back-up plates (for he roof panels at the down slope end of he curb), a floating eave plate (for the Ipslope end of the curb), long -life fasten- ers and Triple Bead tape sealer must be )rdered for each curb. these curbs may be installed as the roof s being installed or after the roof has been nstall('d. Since the curb sides are an integral )art of the roof seam, the curb must align with the roof panel seams. If the curb can be shifted up to 12" to either side, the curb can )c pre-ordercd and be installed with the roof )anels or installed after the roof is in place. if he curb placement is critical install the curb ;upport framing at the desrcd location and loot over it. Measure the panel rib locations IT reference to the required curb opening and Trd(,r the roof curb for each location, The ;orbs can then be installed in each location, ;nsuring an exact fit. ATTENTION A4 curbn r air #' be Instilled ever Support frarn 1g. supplied by The Metal build- ing olanufacturcr n' the Cud-, suppliCT. S t? r must 1 LT opi iocat- fi,rli to Trovde "endi'll c> f earls at tl e uj slope and € .: Q to6ac ends Of the Rater to Roof cur`) Cross SeCi i it °�>r crit.. <,€ dirtrencicr`s, WARNING It is the user's, re T s€b hty To e -. ure ;f .at or.t,,tut"s Cut into the r0of for ins':al- Is.fi., . of r )of curbs comply with State, Fedora! rel and OSHA regulaho,' s and law,.., inclurdrip, bill ct lisp` cid to gt dir,C roct ofe ,.:Tilt 1 k,,,h 10 y'Jood, fixed stan- d and railings, or other r mat?!e safety cnrlt,el" that prevent fa"AhrouaTh, 4onct E'FECTIvc APRIL7, 2014 TLo1N HW 7677 11 I Hir-'H � Hal-rSTa ,i -- LOWER PANELS AT CURB EF, EC I VS ArIR'..L 7, 2w,, SITE www.mbn com FOR CURRENT ORM4 "'ON INSTALLING CURB WITH ROOF Install curb support framing at curb location. Install full length roof panels up to curb loca- tion. Install lower panels at downslope end of curb. If the lower panels are field cut to length, you must (1) cut the downslope end, leaving a factory cut at the curb end or (2) if the curb end of the panel is field cut, notch the male leg as it is done in the factory. Place Triple Bead tape sealer across the full width of each panel as it is installed. To determine how far down on the panel to place the tape sealer, temporarily lay the curb in place and mark the down slope edge of the curb on tho first panel, This will give you a referenco paint as to how far down slope to place the tape sealer. It is critical that the tape sealer be installed across each panel individually so that the tape sealer can be placed over the male leg. This will provide a seal in the panel seam when the next panel is installed. Install back -Lip plates onto each of It,(, lower panels. WARNING It is The, usel's 'p t s a tq tT Ell tl,At operla,gs cut into the r Yof €or 1 astal- t ti . iT o6 Fact curbs b s L sl -ply v' th c t3 i-TderW and OSA rt -a,. ,atireas sod L wsa. ar dual ay h.. not limited to guarding roof openings with plywood, f ;, d , a_ dird railings, or olhaY acc:1, teat le sarety, contrCls ula: p .vevt fa'!-thro"imb, 1 sJBJL'J r 106HAn:E WI I HOLM NOTICE UV 13 INSTALLING CURB TRIPLE BEAD WITH ROOF TAPE SEALER � ; - �� (- FASTENER # I F RATING CURB (6)PER PANEL (Continued) \v Install the roof curb on top of the lower rocf panels and the curb support framing. Do not rt attach the curb to the supper framing as this may prevent the curb from floating with the �/ roof, Fasten the down slope end of the roof curb to the lower roof panels and back-up N. ,latus wr•.h fastener 91E as at a standard Prsd a, ,This will require six fasteners in the pan of the panel and one in each trapezoid for a total of eight fasteners per panel Fasten=rs RACK go through the Triple Bead tape sparer. -U r' PL' FE—' \ ;�` �� PURLIN--' - LOWER PANELS TRIPLE BEAD AT CURB TAPE SEALER / M1•1A' E LEG OF PANEL URETHANE _.., SEALANTi. U/RSC �'^` GF!NSfgOh M �fdOR RIB TAPE � \ SEALERTIPPER IELS AT CURBA' \'\ �, ' TRIPLE BEAD TAPE Vo$4 S�E www.mbcLcom r'CN CURribmi �NFOMIA1'ION INSIDE CAP CELL WARNING It is thn user's respons'sbllity to enstirs that r.•t:ei)ing cut into the floc=f for instar.. E(lle)n of roof curtas Comply with Stare, Federal and OSHA regulations And laws, lncfudin l brit not hinted ft) LT€t I'ding roof otaenings vvltb plywood, flied Tstan- dard ,ai3 'ag0. or other acceptable safety controls F '.t ploven't it t:.royiih. Install Triple Bead tape sealer across the width of the upslope end of the roof curb. Use the down sropo end of the inside cap cell, which is welded to the roof curb, as a guide far placement of the tape sealer. Apply minor rib tape sealer to the underside - A of the minor ribs on the down slope end of the upper panels. Install the upper panels with Fastener #1E as at a standard endlap. This will require six fasteners in the pan of the 'LOWER PANELS Panel and one in each trapezoid for a total AT CURB of eight fasteners per panel_ Fasteners must go through the Triple Bead tape, scaler. The down slope edge of these pane's should be flush with the down slope edge of the inside cap cell. Apply urethane sealant to the male leg of all panels directly over the inside cap cell. This will prevent water infiltration Through the end of the panel seam. Weir,: I' TO CRANE E wma013T Nolick ErFECTIVE APRIL 7. 1id 9) The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A N E o CL Q � C6 C � O U J vii C j b +�-• c N O O O b U j U V U 2 U Li Z Li U "1 0 _J � c c o 0 U U w rn y O O O �U OU ;L2 Q 0 11 1Z_,!1: EEl O Li vQ 0 �z Lo IUU O � ULi b 3 U Lu O Scale: NOT TO SCALE Drawn by. Checked by. Project Engineer: Job Number: Erection Guide Sheet Number: ULD11 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Tit lF77-71,i-F221 IFdIeldle-fi-.m ro?3li AZ 1221 CA FQC`-111.1�12`l loo.phk, IM 8,n-2'GF­t2_A Adel. CA 18F,Fl�­'�24 L.00ddl, TX K-0.1 8 CA 877�11­2.l R-dild,ol, VA8_1'I 71 Me etd,.TX8?7713�-F_1�1 IN Ph ... Ill, AZ F,F-- I NY W ..E 2A Oklahoma_ ki'll YON C .1— ---1 odo, L.Y. ­oj, F? Atlel GA 445E A A 751 �,221 RFtFoold, VA,�')�12'1, �224 FA A, .1111—, ME �111_`;,F_,ZeL.16.�k. TX ll 87-1 C224 IN P'l-d", A2 nl�3' 6221 CA l77-5 Ml TNN ,1,0.2,6­_� A G� 0 Adforlo, TX el,1,221 -G2' Rj .I A -1t,;, CA CJ 5< Olt" OR Alt"AL CA VF1" -f RAA L224.1l TX el�,.qNR d224 litCh—d. VA OJ 23 Q24 C ty UT No­i­ TNS? 2112',, Rn D,lIRe TX _12�4 ` "J" "4 Aletal Roof and Wid/ Sl,witeins Vel, el Roof in ?,,I it ME A--l CA ".`g`32"Fh td/ SvIvems S- Ald-l". nit PI 'l - I'll L.A"Ci1�f`UT 00�-C71.2101 Veil— TX 5001,13 1 Oill, OK F,111 INI C22� O"I'll ME 51, A."Illo. oF 813111511.5>2,1 (RD .YS 0775 it fall I Mal INSTALLING CURB - E 1; 1 1 CZCE35EEEMM 9 I- UPPER PANELS AT CURB WITH ROOF INSTALLING CURB AFTER M ROOF INSTALLATIONINSTALLING CURB AFTER F. 0.6, (Continued) F. 0.6, ROOF INSTALLATION I (continued) UPPER PANELS AT CURB After @` upper panels have been installed, install I (continued) full lenil Once curb is ready to be installed, lay curb CA" STRIP th panel at side Of curb, This Paid will MARK LINE AT% %on roof and allot opening in [tie curb with the FASTENER ittA engage the Plate leg of the adjacent upporand NOTCH IIl, Cap stripe will be installed, full length, along lower panels. The temale leg Of this full length V I exact location the opening is required in the parl overlap the leg OF the roof curb. At the. LIP slope end of the both sides of the Curb to seal the curb to the R C. OIL. I R E 0 V� �> roof curb, the roof panels will be cut on a line even with the CAP STRIP OPENING IN roof panels. Turn the cap strips upside down -)no install Tri Bead tape •sealer to both sidles Cap Strips will be Installed. full length, along beginning of the notch at the verticol leg on h each side of the roof curb. Secondly, trace and along the full length of the cap strip, bot sides of the curb to seal Ife curb to the roof panels. Turn the Cap strips upside down a Vne along the down slope Brig Lower edge Of tape sealer should be flush with the lower edge[ of the Cap Slap. Apply a and install Tri Bead lane sealer to b curb. The roof Panels will be cut on a line 4 - of the roof h sides\ ` \ and along the full length of the cap strip. Ull slope from this line. generous bead of Urethane sealant at both Lower IF ends of the seam portion of the cap strip, edge of tape sealer should be flush With the lower edge of the Cap strip, Apply a generous Cut roof panels f!om rib of first panel affected Install each cap strip over the curb; roof panel sidelap with the lower end of the cap strip bead Of Urethane sealant at both ends of thF, by Curb, to rib Of Last parte' affected, along the even with the lower end of the Curb. Force the top and bottom cut lines previously marked. cap strip down 11011Y to the curb/roof panel seam Portion of the cap strip, Install each cap lower end of the cap sero even With the lower sidelap and Paste both sides with Fastener strip over the curbiroof panel sidelap with the F At the down slope end of the roof openina, end of the. curb. Force the can strip down yi`Install back-up Plates onto Vie ends of tl�c #4 at 6" on center, LOWER PANELS ATCURB MArK LINE AT--/ cut roof panels and Triple Bead tape sealer tightly to the curb ' lrod"pariel sidelap arid fasten CURB EDGE PANEL CUT LINE across the full width of these roof Panels. The both sides with Fastener #4 at V on center. (FORTRIP; E BEAOTA-F, down slope edge of the tl�ipie sealer Should be TRI -BEAD TAPE SEALER PLACEMENT) on the line previously traced along the down - SEALER INSTALLING CURB AFTER slope edge of the roof curb. The LIP 'lope ROOF INSTALLATION edge of the tape sealer will be approxiplate!y UPPER PANELS Il',' from the end of the cut panel, LOWER PANELS AT CURB When curbs must bedlstal�edin an exact location. AT CURB the curb sup CO.rt framing can be Installed bell A'S AP Apply Triple Bead tape sealer across Olt' full ,KJI width of the up Slope end of the roof Curb. The C P bponning the roof. When a curb is to be addle '-'y--URETHANE SEALANT allerthe roof is Installed, file Curb framing must be down slope edge of the tape, sealer will all jostalled from below the ;`_1 1 -1 f after the roof panels A gn to with the down slope edge of the, inside cap RTI TO �T, DIME. SION Z have been cut for installation Or the curb. CeIN wolded to the roof curb. OPP TO PANEL OF EENIINI- CENTER Or OPENING < Ell 'L E TO PANEL RIB After roof is installed, identify the exact local IT for 1-1 Install the roof curb under the roof panels at the curb, klf'af i� SUre from the center of the required the up slope end and on too of ill opening to the nearest panel I in each direction. T down slope end. panels at rRI BEAD TAPE 'his will require that You 'SEALER Also, determine how many panels w1l be f' :,ted the roof Pane's up slightly at the up slope by the curb (minimum ole between vel end to allow the upper flange of the roof curb cal wall of cum opening and panel rib is 6") and V� , 'p�-� f-,._ ,t \to slide under the panels. Spray somr• soapy measure from GET ler of rib of first panel affected 'o` ---LLI)',VER PAN�LS water on the tape sealer to prevent it from / �^ / � ' t �'f� i S. rl 4`�` �`\`e, to center of rib of last panel affected (if 24" panel Modulo was not held I during roof installation, this AT CURS sticking to the roof panels until you have the CAP STRIP Curb Completely in place. URETHANE SEALANT dimension will be critical). This information wi I be ROOF PENETRATION OPENING 3 E:'EC f WE FF`RlL 1.2014 SEE w IFIF01-011 FOR CURRENT INFCRejA 11,11 required to fabricate the curb so that it will rq the location exactly. VVARNIN'13 It Is the Elsor's reoporlsitl to ensUro 4E' i# onvirl CLq il the Oo� to, j,"i latioT of root CU "ns comply wfiT st�-FC, Fede ra I and 1,) 811 Faili C. r, s and d jjvA A Lta not to ol'Fardino Foof Openings with pty�% .. G all Stain- Card rallinul�_ OF, saill �:I,)Otreg <oqs ttla� prOve"it fail-throuC$l ���­`I SLISI OC"ANUE1,ljH0LF I utw`e], I lItl 'Fler —elb..—FOR T- 8117"�VV IndI.A,O,N,. IN 800 AZ Aa I . Lu—., IXIIIGPX1122,F III TX 877, 15224 IN Al e221 ftoellid, Az�­ 3`21121 Allede, GAR 77-512 5224 RtHh"'o.1-1-121�,U - 71' A ..., CA d% ­81�,-56,21 Moll IN 5110­2�16-E224 R'--, NY �,N �59 �224 Adle, GA.�,b­,*... Ldbion .K IX VA9 'Aft, ®R OkIA�h­ City, OK �'), 3$1114I�1� � SA, ,­ Cdt,� U , All — CA ?�, -6224 TN 80�-Z% 1, �21 ­11`�,�'l F1!2e No—o' Ge V, -13-,22,t Illd"el IN 8F­35_�2, Ph - Ili- AZ EAS 533 1224 Iferal Ro,�f and EF -d- 6)D 65� E22o Oldl ME W,,,58 6224 A—,.,. CA W,5'2 ?;�,h".. CIII, 01 �11� 111-6)2,1 Ill My 31" 55162,4 . to CA T -111 - Sol, A'd-l.. lt� �10-5ltk 6K.I Felt L.A. City, In ;�14F`F ,`A bF d??4 fth—d, VA 1'01-61't Wall SisletILV D.11- T. NC,] Ck NO 10" .A224 Tx ',30 Ilia 1221 A_Ite. CA P,77 '112�-24 Medl TIM 601 622,t no,", NY 62"'1 11MI (9) CA&Y)�F­',121 old.ndr­ Oil, 0. litol— TX F-0,653 Cl ii -It I -kl City, UT IWAU 11, 11cla/ Ror)f Lind Wall/ .5y,,,,,jpjs Metal Roofand I'll 1 11/1 Systems'Oldt' 1, ME 10146S $221 So-, A-111, TX El 6-21 ROOF CURB CROSS SECTION ROOF CURB CROSS SECTION PIPE PENETRATION INSTALLATION 2irre, PIPE PENETRATION INSTALLATION _1 ' X_ RECOMMENDED SMALL AND LARGE PIPE PENETRATION INSTALLATION DECK -TIGHT INSTALLATION 1, Ultra -Delo Panel 2. Urethane Sealant I Outside Cap Cell '�4DEC'-<-TIGHT(N�7)TBYBUILDINr, -'\ 1M'1NUFACTUR`­RjROH TOP STAINLESS EE, CLANIP 4. Back-up Plate TIGHT DO'4N 5. Fastener #117 L-0, ST If IF I I S D� .4ASHE1-`(FAs 1 #4) IF T� I t \ ------ - 6. Triple Bead Tape Sealer LONG LIFE. LAP TEK J 7. Roof Curb Made From Structural v 0 Aluminum (Min. 080 Thickness) RIGHT WAY WRONG WAY IF 8. Water Diverter STEP I 5 RECOMMENDED SMALL PIPE PENETRATION INSTALLATION 2�� / TRI -B=AD }/ `�' ,, /( ,/9. Inside Cap Ceti IF TAPE. SEALER R INSTALL PIIF IN CENTER OF PANEL TO ALLOW BASF. OF RUBBER ROOF JACK TO LAY FIAT 10. Floating Eave Plate ON PANEL. 11. Fastener #5 F` 12. Fortin Framing Member or I Secondary Curb Support Framing STAINLESS STEEL CLAMP (NOT BY BUILDING MANUFACTURER) Ultra ID I APPLY TRI -BEAD TAPE SEALER CONTINUOLI Y ARCL]tj) PIPE ROOF^ (HW -504% STAINI. Fc STEH. CLAN (NOT BY BULL CjN(1,#'// CAUTION MANUFACI ,I,/ DECK-TIGI I T (NO I BY < ThF above curb type :,,Fjd ROOF CURB ISOMETRIC TRI-REAr, TAPE SEALER num� Oe umn "I for cvrbe to lnil) im"I'ludSli it (BOTH SIDES OF RIB! X I. FF, LAP TEK n a wo�lalemgltnal ett`�-- 50 -21tVASlIIERfFASTENFRd11 warranty, STEP 2 IF IF TRI BEA TAPES,, LE ,,poo A ATTENTlON All cuirus nros. be iri over N rt frarninti, sllppli>A by the Fill bUilij, lng matilifactur� Or 01 the Cur, M�lpi SUPPOCI. frM )ing I be GropeFrly jcczjt� ed to Pvid-1 mdlap�' Condit On, PURL re� Norsy thF upwope and dovr',A,'.lPe end�i of triz", Cull). Rifer tn Pool CII#t ANUFACTUPER� 11ol o{ort for Gritz Get 'j im.ensions, CAP STRIP -A, TRI -BEAD TAPE SEALER (NOT B, STAIA.FSS STEEL CLA.0P I-,, (HlLA.l 5r4) MANUFACTURER) Ultla-D.110 (NOT BY 8 1[ MANUFACTURER) W A R N I NICiF ODINf V/ I HTFNQI BY ROOF MANUFACTURER) it is the Imei's r"nsutp a mat operli"7, Cil into LFt. roof fr j,,,,,,I-• x LONG LIFE LAP TEK IF SO Fed-rii and OSHA ( n 1 - 0 lation Of roo? cufb"s Comply a. if) State, /Ox, 'i nd IFF�Fl STEP 3 FA guarlirT M� including but not NFI�teot to roof op"'Fl,mg, with 9 RECOMMENDED LARGE PIPE PENETRATION plly",Irtod, Il Stan,- INSTALLATION NOTE. ROLL. DECK -TIGHT UP TRI-SEAP dartl ralii�ng THIS METHOD TO BE USED IN Al WHERE A PIPE PENETRAPON INIERSECFSA OVER RI BEAD TAPE SEA ;z1 T�-F S�Ai N, or othOr ecceptlefO . sof, Cont,Fsts ill rravt-m fallf-iFf'romgfI qy PANEL RIB OR WHEN THE PIPE ISTCO LARGE AND IN14.1- NOT ALLOW ADEQUATE WATER Al SECURE CLAM' RUL FLOW DOVVII THE PA TOP or DECK-'TJIGHT NEL. FFIF0 101 TOR GJRPLN1 NPOrI.AnON "JC1ECr TO CHANGE A'l I 1011 l,l UtNLCFIVC AI1Pz ? AlIFIll 7, 2014www 0, 5QBJ1,CT TO CHANGE All! HC,(.11 NI U0 69 ol—odbol'Coo, F+)R CURRENT Nit ORNIAl ION SUEJEC I To CHANOE WIT aC1,T NOTKE EFFECI IVE PPRIL 7 2111A WARNlNG it Is the i'mEr" respon�:Utijq 10 ensure WARNING openill CiLlt in � to line roof Fl,F j,"t, It is the wIer F, reaponstil to ,ure kniFIFIF Of roof curb,, Comply ,Fvjl that oponitlys Cut :of for imstal- 1"OdIrIal IrId OSHA rrguletloos, and laws, lation of foof Curbs coulpl" 'Wjt�if rtaf, inC4,din ,� bin not Imilited to quarding Federal W,d O%iA regudsioohs ah�,j laws, zF roof cpenin( 'is v,"'ill plywood, fixecl SFV)- lFwl�zdmq but not Fmiled -0 qUard'il d"laid railhngsl 01, other eccopf fatNe safFiltv loof ofl�,Iiinqjs wifn Plywood, fixed Stan, coqlluols that provent eiird rafmq�,, e", C'Itioq accert""nin "�afatv BEC,l TO C-NoF. win r.ljr NOTICE. th-It Prev,Iltl fallkfto;,Tqh� EFFECTIVE AIRIL /,2011 EFFECTIVE AFt11. 7. 2,�H SF!7 FoCII.—I FOR CUIREl 7 INFORMATION - S.;FCT ") C -INCE YATII NOT Cf, 110-6 T- 8117"�VV IndI.A,O,N,. IN 800 AZ Aa I . Lu—., IXIIIGPX1122,F III TX 877, 15224 IN Al e221 ftoellid, Az�­ 3`21121 Allede, GAR 77-512 5224 RtHh"'o.1-1-121�,U - 71' A ..., CA d% ­81�,-56,21 Moll IN 5110­2�16-E224 R'--, NY �,N �59 �224 Adle, GA.�,b­,*... Ldbion .K IX VA9 'Aft, ®R OkIA�h­ City, OK �'), 3$1114I�1� � SA, ,­ Cdt,� U , All — CA ?�, -6224 TN 80�-Z% 1, �21 ­11`�,�'l F1!2e No—o' Ge V, -13-,22,t Illd"el IN 8F­35_�2, Ph - Ili- AZ EAS 533 1224 Iferal Ro,�f and EF -d- 6)D 65� E22o Oldl ME W,,,58 6224 A—,.,. CA W,5'2 ?;�,h".. CIII, 01 �11� 111-6)2,1 Ill My 31" 55162,4 . to CA T -111 - Sol, A'd-l.. lt� �10-5ltk 6K.I Felt L.A. City, In ;�14F`F ,`A bF d??4 fth—d, VA 1'01-61't Wall SisletILV D.11- T. NC,] Ck NO 10" .A224 Tx ',30 Ilia 1221 A_Ite. CA P,77 '112�-24 Medl TIM 601 622,t no,", NY 62"'1 11MI (9) CA&Y)�F­',121 old.ndr­ Oil, 0. litol— TX F-0,653 Cl ii -It I -kl City, UT IWAU 11, 11cla/ Ror)f Lind Wall/ .5y,,,,,jpjs Metal Roofand I'll 1 11/1 Systems'Oldt' 1, ME 10146S $221 So-, A-111, TX El 6-21 ROOF CURB CROSS SECTION ROOF CURB CROSS SECTION PIPE PENETRATION INSTALLATION 2irre, PIPE PENETRATION INSTALLATION _1 ' X_ RECOMMENDED SMALL AND LARGE PIPE PENETRATION INSTALLATION DECK -TIGHT INSTALLATION 1, Ultra -Delo Panel 2. Urethane Sealant I Outside Cap Cell '�4DEC'-<-TIGHT(N�7)TBYBUILDINr, -'\ 1M'1NUFACTUR`­RjROH TOP STAINLESS EE, CLANIP 4. Back-up Plate TIGHT DO'4N 5. Fastener #117 L-0, ST If IF I I S D� .4ASHE1-`(FAs 1 #4) IF T� I t \ ------ - 6. Triple Bead Tape Sealer LONG LIFE. LAP TEK J 7. Roof Curb Made From Structural v 0 Aluminum (Min. 080 Thickness) RIGHT WAY WRONG WAY IF 8. Water Diverter STEP I 5 RECOMMENDED SMALL PIPE PENETRATION INSTALLATION 2�� / TRI -B=AD }/ `�' ,, /( ,/9. Inside Cap Ceti IF TAPE. SEALER R INSTALL PIIF IN CENTER OF PANEL TO ALLOW BASF. OF RUBBER ROOF JACK TO LAY FIAT 10. Floating Eave Plate ON PANEL. 11. Fastener #5 F` 12. Fortin Framing Member or I Secondary Curb Support Framing STAINLESS STEEL CLAMP (NOT BY BUILDING MANUFACTURER) Ultra ID I APPLY TRI -BEAD TAPE SEALER CONTINUOLI Y ARCL]tj) PIPE ROOF^ (HW -504% STAINI. Fc STEH. CLAN (NOT BY BULL CjN(1,#'// CAUTION MANUFACI ,I,/ DECK-TIGI I T (NO I BY < ThF above curb type :,,Fjd ROOF CURB ISOMETRIC TRI-REAr, TAPE SEALER num� Oe umn "I for cvrbe to lnil) im"I'ludSli it (BOTH SIDES OF RIB! X I. FF, LAP TEK n a wo�lalemgltnal ett`�-- 50 -21tVASlIIERfFASTENFRd11 warranty, STEP 2 IF IF TRI BEA TAPES,, LE ,,poo A ATTENTlON All cuirus nros. be iri over N rt frarninti, sllppli>A by the Fill bUilij, lng matilifactur� Or 01 the Cur, M�lpi SUPPOCI. frM )ing I be GropeFrly jcczjt� ed to Pvid-1 mdlap�' Condit On, PURL re� Norsy thF upwope and dovr',A,'.lPe end�i of triz", Cull). Rifer tn Pool CII#t ANUFACTUPER� 11ol o{ort for Gritz Get 'j im.ensions, CAP STRIP -A, TRI -BEAD TAPE SEALER (NOT B, STAIA.FSS STEEL CLA.0P I-,, (HlLA.l 5r4) MANUFACTURER) Ultla-D.110 (NOT BY 8 1[ MANUFACTURER) W A R N I NICiF ODINf V/ I HTFNQI BY ROOF MANUFACTURER) it is the Imei's r"nsutp a mat operli"7, Cil into LFt. roof fr j,,,,,,I-• x LONG LIFE LAP TEK IF SO Fed-rii and OSHA ( n 1 - 0 lation Of roo? cufb"s Comply a. if) State, /Ox, 'i nd IFF�Fl STEP 3 FA guarlirT M� including but not NFI�teot to roof op"'Fl,mg, with 9 RECOMMENDED LARGE PIPE PENETRATION plly",Irtod, Il Stan,- INSTALLATION NOTE. ROLL. DECK -TIGHT UP TRI-SEAP dartl ralii�ng THIS METHOD TO BE USED IN Al WHERE A PIPE PENETRAPON INIERSECFSA OVER RI BEAD TAPE SEA ;z1 T�-F S�Ai N, or othOr ecceptlefO . sof, Cont,Fsts ill rravt-m fallf-iFf'romgfI qy PANEL RIB OR WHEN THE PIPE ISTCO LARGE AND IN14.1- NOT ALLOW ADEQUATE WATER Al SECURE CLAM' RUL FLOW DOVVII THE PA TOP or DECK-'TJIGHT NEL. FFIF0 101 TOR GJRPLN1 NPOrI.AnON "JC1ECr TO CHANGE A'l I 1011 l,l UtNLCFIVC AI1Pz ? AlIFIll 7, 2014www 0, 5QBJ1,CT TO CHANGE All! HC,(.11 NI U0 69 ol—odbol'Coo, F+)R CURRENT Nit ORNIAl ION SUEJEC I To CHANOE WIT aC1,T NOTKE EFFECI IVE PPRIL 7 2111A Hpn6ttm TX 1 i 4 I ii p iis, it'1(ri +5 6221 Ph.W. AZ Ad I. GA ! 2.4 L-.1, IX -s Ric6mo d VA V,05 z Atlanta fA 4•ra.fi2[! M prm, IN 1,10­6-rv4 Ron w. .18-1111, Afwa1.1 CA lNu 11--.:2 lkA M otY Salt la C y VY -.7.-14';4 Callsa TX 3,-S�..G2[., 4 dndM1d nF ,:.p ..k-5�..1 / Sar: Ant nla. TX , k- Ili ,+224 /,.... i -TRI -BEAD TAPE CAP STRIP - \` \ qi URETHANE SEALANT Is RB TO RIB DIMENSION (. CENTER OF OPENIING CENTER OF OPENIN3 TO PANEL RIB - TO PANEL RIB �N&M ROOF PENETRATION OPENING EFFEC, nVE Af R!L 7.2014 SEE wwvr.mbci.cpm FOR CURRENT INFORMA f ION INSTALLING CURB WITH ROOF (Continued) After all upper panels have been installed, install full length panel at side of curb. This panel will engage the male leg of the adacent upper and lower panels. The female leg of this full length panel will overlap the leg of the roof curb. Cap strips will be installed, full lenoth, along both sides of the curb to seal the curb to the roof panels. Turn the crap strips upside down and install Tri Bead tape sealer to both sides and along the full length of the cap strip. Lower edge of tape sealer should be flush with the lower edge of the cap strip. Apply a generous bead of urethane sealant at both ends of the seam portion of the cap strip, Install each cap strip over the curb/roof panel sidelap with the lower end of the cap strip even with the lower end of the curb. Force the cap strip down tightly to the curb/roof panel sidelap and fasten both sides with Fastener #4 at 6' on center, INSTALLING CURB AFTER ROOF INSTALLATION When curbs must be installed in an exact location, the curb support framing can be installed bf . beginning the roof. When a curb is to be added aftertate root is installed, the curb framing r:tust be Installed from below the roof after the roof panels have been cut for installation o' the curb, After roof is Installed, identify the exact location for the curb, Measure from the center of the required opening to the nearest panel rib in each direction. Also, determine how marry panels will be affected by the curb (minimum clearance between verti- cal wall of curb opening and panel rib is 6") and measure from center of rib of first panel affected to center of rib of last panel affected (if 24" panel module was not held during roof installation, this dmo-nsior will be crticefi, This information will be required to fabricate the curb so that it will fit the location exactly. WARNING it i5 the user's esponai Ssty to cn €re :hitt openings Ci iTro tf roof to: f - in lui o4 rnof curb's, rbs col"nply w ltt S : = Farlemr and OSHA regulations vod lA,.trs, m,chidirlp but t ct unlet"d to guarding roof a ,i}.rg with illywond, fixcd rrtm- (Rird raiiings, or aft.., co fans that prevent fah t.. . g"r, SUBJEC71 `v C'HAICE WW' NOPCE UD -65 (FOR TRIPz F BFAD TAPE Sr.AL.ER PI AC _MENTI !1) 66 SEE www.mbci.cpm FOR CURRENT' INFORMATION SiJB. cC' TO INSTALLING CURB AFTER ROOF INSTALLATION (continued) Once curb is ready to be installed, lay curb on roof and align opening in the curt) with the exact location the opening is required in the roof. At the up slope end of the roof curb, the roof panels will be cut on a line even with the beginning of the notch at the vertical leg on each side of the roof curb. Secondly, trace a line along the down slope edge of the roof curb. The roof panels vA01 be cut on a line 4" ''. up slope from this line. Cut roof panels from rib of first panel affected by Curb, to rib of lasl pane'- affected, along the top and bottom cut lines previously marked. At the down) slope end of the roof opening, install back-up plates onto the ends of the cut roof panels and Triple Bead tape sealer across the full width of these roof panels, The down slope edge of the tape sealer should be on the line previously traced along the down- slope edge of the roof curb. The up slope ed:: e of the tape sealer will be approximately from the end of the cut panel. .Apply Triple Bead tape sealer across the full width of the up slope end of tho roof curb. The down slope edge of the tape sealer will align with the down slope edge of the inside cap cells welded to the roof curb. Install the roof curb under the roof panels at the up slope end and on top of the panels at the down slope end. This will require that you lift the roof panels up slightly at the up slope e'td to allow the upper flange of the roof curb to slide under the panels. Spray some soapy water on the tape sealer to prevent it from sticking to the roof panels until you have the curt) completely in place, WARNING It Ih file user k resporrsrilty to Cr 4t) aI. open3:, egg Out into Ito, roof for iots al T nt root curbs comply wRo State, Fdoral and r�.3MA regulationsrill ml fs o, m -It f req blit not llioited to. qL : i,ng feet rpeningr with filytx i S 'fixe'd Stan- # d r a l n t c o er accePtahle safety co€. torp that prevent fa?, trtre.,ie<h. G BEAD TAPE ,LER THANE SEALANT NOT!CF.. e.FFEC,7IVF A.. R:i. 7, 2r:)4 I Ell I . 'I" -F IL 7.'1'314 SE.E wwar.mhcl cor+FOR CVRREN'! INFORNIA:TIO14 a .$ , lrROOF INSTALLATION Cap strips will be installed, full lengfn, along both sides of the curb to seal the curb to the roof panels. Turn the cap strips upside down and install Tri Bead tape sealer to both sides and along the full length of the cap strip. Lower edge of tape sealer should be flush with the lower edge of the cap strip_ Apply a generous bead of urethane sealant at both ends of the seam portion of the cap strip, Install each cap strip over the curb/roof panel sidelap with the lower end of the cap strip even with the lower end of the curb. Force the can strip down tightly to the cu;'b/roof panel sidelap and fasten both sides with Fastener #A at 6" on center. V ARNING It IA t. us ,S resplribiliiy to rnsure tat openi s cut I_z.o tt,..ii;,t for r stai- ! ..cit of roof cu" Comply with tel Ftiderol nr,d 0%IA erg dzitions,aIS taws, ret. u ng t '. f not I-rr oe t to gttarfhrlg roof c pen ilg e k.Tth plywood, fixed Stir, <,I r a t e or c'tl.er aLreptat5 e safety Conti, cis _:,; t prof ort till fl 'oucTti_ E. S.,r CT To C; s'v E, .YI`HOUT NOT CE UU-61 NO,a ,TX9 71.5221 Incl pole IN.100- +21 Ph -N, AZ M81,32 52""8ou1-T%67131224 hrdranapo rat IN & 355214 Pt.cen .AZ EJ9511 Mil H�uslrrn TX6 73+T224 indfanapolia IN 7316224 Pli n! AZ635336224 Adel GA ik15 36 :. of 1 L F X 5 G7.4 R ,,,, N G, M 9 6^ Ade, GA eA 44G f2' L:bDnck. TX Eft -113 Rkh!n tl VA fi -6;!24 gde1, CA 9:11 L bN k. of 9:X. 7'ti-l'L21 RictlmA tl YA Atle+ta GA 5 $2 1 Mem h C1I. B.'. cE l Rona k. A, fi 24 Ariane GA 877 51 3" 4 M phra IN e,)"206 -24 Ronre. NY Br, 5. 6224 AJanfa, GA ]512-24- ht pi' IN 60C 0 6224 Roan. NY 5 -6 224 Atwater CA F:.e 3,+29 Okl h L b OR of ,: 132;!4 Sah Lake C . LII 1, -11!14 Atwaia CA N1. UN C'r p, 1 S..' .5221 5 , ink fry UT Ws -8M.. sSf24 /,,� Atwater X , a: i D f 0D 158,5224 5 iX, 4 he24 Salt LaN City LT , -614.2403 Dai aa, TX 600 8530224 Omal a. NE N .,A.54z.i San Antoni TX 81Y) 55c 52_i Oaitas, Tx 8'16 ab224 prnaM1a. NE IIO:: Sd-a224 Sa,r .Iota o TX Bao-SGd-1221 V l�,Y Collas. TX a]0 e43 6121 OrnoM1a, NE 80 0-138 6 224 San Anwe. o, TX S1,, metal Rogf' and 61'rTll S.vsfelvr Yir7rrl Roof will Wall Sy.Y'ferris ,lfetal Roof and Wall Ny-+gems ROOF CURB CROSS SECTION ROOF CURB ISOMETRIC .aha. A«, 1. Ultra-Delo® Panel 2. Urethane Sealant 3. Outside Cap Cell 4, Back-up Plate 5, Fastener #1 E 6. Triple Bead Tape Sealer 7. Roof Curb Made From Structural Aluminum (Min. .080 Thickness) 8. Water Diverter 8. Inside Cap Cell 10. Floating Eave Plate 11. Fastener #5 12. Purlin Framing Member or Secondary Curb Support Framing CAUTION The cbove curb type and installation instrii0ior:s rau:atbe used fol rurbs to be in<.h ded it a we t=ie: 1g 372ttP.h.S 'arras tY ATTENTION ION All curbs must be Installed over support fraonT cl, sa.1f,)ph) ,d by the melal bk,ild, in manufa;�lmps or thel curt3 supplier, Suppr..ra fi<"inin, must be properly to r:t- eco to provide "e^dlap" condithms at the: kthstope and do'wnsl Jpe ends of the, corla, R.efoas to Roo:` Curb eros So>csl"iT for critical thlnoa.t,si n s, kWARNIN -_.-- 't is tt s }los .a' 'tai _s ° ty it er is 'M iSpet, ng, ' Our rillo the"'o- for l s,ai- lanon of roof CTUbs comply With Slate. Felled! , and OSHA reyutrathm, ;and laws, including out not ion 'a d to x as ten roof opt. iingg w h II o f f ae .tan, dardl raiongs, or other aca.oa#a,.,,safety cosi€€els Vtat prevent fzelr. tttrzorigK UO i- SEL www.mD,.i.eom FOR t,JA<IcENT INF Or ATION SUBJEC r TO CHANGE Al I IOU 1 NO -IC' Erri-,-IJEAPit L7. 2014 PIPE PENETRATION INSTALLATION NECOMMENDED SMALL AND LARGE PIPE PENETRATION INST41LATIM RIGHT WAY WRONG WAY RECOMMENDED SMALL PIPE PENETRATION INSTALLATION INSTALL PIPE IN CENTER OF PANEL TO ALLOW BASF.. OF RUBBER ROOF JACK TO LAY FLAT ON PANEL, RECOMMENDED LARGE PIPE PENETRATION INSTALLATION THIS METHOD TO BE USED IN ALL CASES WHERE A PIPE, PI -,NF TRATION INTE, RSECTs A PANEL RIB OR WHEN THE PIPE IS TOO LARGE A,ND'RILL NOT ALLOW ADEQUATE WATER FLOW DOWN THE PANEL. of rEcl tE. R'L 1, 2014 SEE www.mbcl.cpm FOR .JR.rNF C4t0RIAA1':C)N SUBJECT TO CHANT. WI-OUr NOTICE STAINLESS STEEL (NOT BY BUILDING STEP 1 STEP 2 DECK TIGHT (NOT BY BUILDING MANUFACTURER}ROLL-TOP F K -TIGHT DOV'AtN 4 x " LONG LIFE LAP TEK �S,T? ,WASHER (FAS TENER fro) 1.1.1 O l , \ TRI -B: AD TAPE. SEALER IHVV-504) I STAINLESS STFFL (NOT BY BUILDW£ "APPLY TRI -BEAD TAPE ."SEALER -CONTML!OUSLY AROUND PIPE tHVd-sera TEK R tt4) STAINLESS STEEL (NOT' BY BUILDING STEP 3 �q NOTE'. ROIL DECKT C k T UP N ki N �C5r\ OVER MI -BEAD TAPE SEALER Co AND SECURECLAM'ROUND y. TOP OF DECK -TIGHT NMN tai �` C O Ik+rrste: TY 1' C:'24 Indianapolie IN tO. 6'=224 Phaani pZ P8 1 24 N�uaton, T%87]-'!3-6224 Indanepplf IN 1 Pi AI 6YrS3+-5[24 C S N O O p En A 4 6r . f A1'anNa GA ;1111 '.'! 1. bDdck T%EW `. n214 M IN 6 0 6 R ehmd VA 6 _-3224 Ac0. GA Un 44 0223 .621! Ltrbback. TX 3(N 7.x 62%J er:b Richmond. VA COJ ?2r, G"224 Li Li I © n Atwater CA C3 5 ! 124 GNI h C N OK ::,224 Mme NY 7 55 P2 Salt La C ty. UT MC874 -.464 At''. GAP ] 2{+. 9 Aiu CA 1 -12.: S 124 M -s, TN3 1^E,--. 82 -4 OFI C Rn YhH: Mimi A'feml Roof Wall l:J Dallas. T%3 55f R>t' Omnia, NF 9,.- , o F `L4 S.ar An nb. TX .vt :JP 6'2,`4 Cal v TX -.0 :•^3622- ma ty m Ol) 9, E214 O+viM1a. NE 3: {.45.-E_24 Snl L Ne Olt, UT 60 G e4J4 Sar• Antonio, TX 6^ f.224 /� \ I T aryl rSvexenfs af<ztrl Roof urrd 1fu(1 Se+tcnzc ..94 �I Lletu! Roof rtracf biitll Systen'( mil W INSTALLING CURB WITH ROOF (Continued) After all upper panels have been installed, install full length panel at side of curb. This panel will engage the male leg of the adacent upper and lower panels. The female leg of this full length panel will overlap the leg of the roof curb. Cap strips will be installed, full lenoth, along both sides of the curb to seal the curb to the roof panels. Turn the crap strips upside down and install Tri Bead tape sealer to both sides and along the full length of the cap strip. Lower edge of tape sealer should be flush with the lower edge of the cap strip. Apply a generous bead of urethane sealant at both ends of the seam portion of the cap strip, Install each cap strip over the curb/roof panel sidelap with the lower end of the cap strip even with the lower end of the curb. Force the cap strip down tightly to the curb/roof panel sidelap and fasten both sides with Fastener #4 at 6' on center, INSTALLING CURB AFTER ROOF INSTALLATION When curbs must be installed in an exact location, the curb support framing can be installed bf . beginning the roof. When a curb is to be added aftertate root is installed, the curb framing r:tust be Installed from below the roof after the roof panels have been cut for installation o' the curb, After roof is Installed, identify the exact location for the curb, Measure from the center of the required opening to the nearest panel rib in each direction. Also, determine how marry panels will be affected by the curb (minimum clearance between verti- cal wall of curb opening and panel rib is 6") and measure from center of rib of first panel affected to center of rib of last panel affected (if 24" panel module was not held during roof installation, this dmo-nsior will be crticefi, This information will be required to fabricate the curb so that it will fit the location exactly. WARNING it i5 the user's esponai Ssty to cn €re :hitt openings Ci iTro tf roof to: f - in lui o4 rnof curb's, rbs col"nply w ltt S : = Farlemr and OSHA regulations vod lA,.trs, m,chidirlp but t ct unlet"d to guarding roof a ,i}.rg with illywond, fixcd rrtm- (Rird raiiings, or aft.., co fans that prevent fah t.. . g"r, SUBJEC71 `v C'HAICE WW' NOPCE UD -65 (FOR TRIPz F BFAD TAPE Sr.AL.ER PI AC _MENTI !1) 66 SEE www.mbci.cpm FOR CURRENT' INFORMATION SiJB. cC' TO INSTALLING CURB AFTER ROOF INSTALLATION (continued) Once curb is ready to be installed, lay curb on roof and align opening in the curt) with the exact location the opening is required in the roof. At the up slope end of the roof curb, the roof panels will be cut on a line even with the beginning of the notch at the vertical leg on each side of the roof curb. Secondly, trace a line along the down slope edge of the roof curb. The roof panels vA01 be cut on a line 4" ''. up slope from this line. Cut roof panels from rib of first panel affected by Curb, to rib of lasl pane'- affected, along the top and bottom cut lines previously marked. At the down) slope end of the roof opening, install back-up plates onto the ends of the cut roof panels and Triple Bead tape sealer across the full width of these roof panels, The down slope edge of the tape sealer should be on the line previously traced along the down- slope edge of the roof curb. The up slope ed:: e of the tape sealer will be approximately from the end of the cut panel. .Apply Triple Bead tape sealer across the full width of the up slope end of tho roof curb. The down slope edge of the tape sealer will align with the down slope edge of the inside cap cells welded to the roof curb. Install the roof curb under the roof panels at the up slope end and on top of the panels at the down slope end. This will require that you lift the roof panels up slightly at the up slope e'td to allow the upper flange of the roof curb to slide under the panels. Spray some soapy water on the tape sealer to prevent it from sticking to the roof panels until you have the curt) completely in place, WARNING It Ih file user k resporrsrilty to Cr 4t) aI. open3:, egg Out into Ito, roof for iots al T nt root curbs comply wRo State, Fdoral and r�.3MA regulationsrill ml fs o, m -It f req blit not llioited to. qL : i,ng feet rpeningr with filytx i S 'fixe'd Stan- # d r a l n t c o er accePtahle safety co€. torp that prevent fa?, trtre.,ie<h. G BEAD TAPE ,LER THANE SEALANT NOT!CF.. e.FFEC,7IVF A.. R:i. 7, 2r:)4 I Ell I . 'I" -F IL 7.'1'314 SE.E wwar.mhcl cor+FOR CVRREN'! INFORNIA:TIO14 a .$ , lrROOF INSTALLATION Cap strips will be installed, full lengfn, along both sides of the curb to seal the curb to the roof panels. Turn the cap strips upside down and install Tri Bead tape sealer to both sides and along the full length of the cap strip. Lower edge of tape sealer should be flush with the lower edge of the cap strip_ Apply a generous bead of urethane sealant at both ends of the seam portion of the cap strip, Install each cap strip over the curb/roof panel sidelap with the lower end of the cap strip even with the lower end of the curb. Force the can strip down tightly to the cu;'b/roof panel sidelap and fasten both sides with Fastener #A at 6" on center. V ARNING It IA t. us ,S resplribiliiy to rnsure tat openi s cut I_z.o tt,..ii;,t for r stai- ! ..cit of roof cu" Comply with tel Ftiderol nr,d 0%IA erg dzitions,aIS taws, ret. u ng t '. f not I-rr oe t to gttarfhrlg roof c pen ilg e k.Tth plywood, fixed Stir, <,I r a t e or c'tl.er aLreptat5 e safety Conti, cis _:,; t prof ort till fl 'oucTti_ E. S.,r CT To C; s'v E, .YI`HOUT NOT CE UU-61 NO,a ,TX9 71.5221 Incl pole IN.100- +21 Ph -N, AZ M81,32 52""8ou1-T%67131224 hrdranapo rat IN & 355214 Pt.cen .AZ EJ9511 Mil H�uslrrn TX6 73+T224 indfanapolia IN 7316224 Pli n! AZ635336224 Adel GA ik15 36 :. of 1 L F X 5 G7.4 R ,,,, N G, M 9 6^ Ade, GA eA 44G f2' L:bDnck. TX Eft -113 Rkh!n tl VA fi -6;!24 gde1, CA 9:11 L bN k. of 9:X. 7'ti-l'L21 RictlmA tl YA Atle+ta GA 5 $2 1 Mem h C1I. B.'. cE l Rona k. A, fi 24 Ariane GA 877 51 3" 4 M phra IN e,)"206 -24 Ronre. NY Br, 5. 6224 AJanfa, GA ]512-24- ht pi' IN 60C 0 6224 Roan. NY 5 -6 224 Atwater CA F:.e 3,+29 Okl h L b OR of ,: 132;!4 Sah Lake C . LII 1, -11!14 Atwaia CA N1. UN C'r p, 1 S..' .5221 5 , ink fry UT Ws -8M.. sSf24 /,,� Atwater X , a: i D f 0D 158,5224 5 iX, 4 he24 Salt LaN City LT , -614.2403 Dai aa, TX 600 8530224 Omal a. NE N .,A.54z.i San Antoni TX 81Y) 55c 52_i Oaitas, Tx 8'16 ab224 prnaM1a. NE IIO:: Sd-a224 Sa,r .Iota o TX Bao-SGd-1221 V l�,Y Collas. TX a]0 e43 6121 OrnoM1a, NE 80 0-138 6 224 San Anwe. o, TX S1,, metal Rogf' and 61'rTll S.vsfelvr Yir7rrl Roof will Wall Sy.Y'ferris ,lfetal Roof and Wall Ny-+gems ROOF CURB CROSS SECTION ROOF CURB ISOMETRIC .aha. A«, 1. Ultra-Delo® Panel 2. Urethane Sealant 3. Outside Cap Cell 4, Back-up Plate 5, Fastener #1 E 6. Triple Bead Tape Sealer 7. Roof Curb Made From Structural Aluminum (Min. .080 Thickness) 8. Water Diverter 8. Inside Cap Cell 10. Floating Eave Plate 11. Fastener #5 12. Purlin Framing Member or Secondary Curb Support Framing CAUTION The cbove curb type and installation instrii0ior:s rau:atbe used fol rurbs to be in<.h ded it a we t=ie: 1g 372ttP.h.S 'arras tY ATTENTION ION All curbs must be Installed over support fraonT cl, sa.1f,)ph) ,d by the melal bk,ild, in manufa;�lmps or thel curt3 supplier, Suppr..ra fi<"inin, must be properly to r:t- eco to provide "e^dlap" condithms at the: kthstope and do'wnsl Jpe ends of the, corla, R.efoas to Roo:` Curb eros So>csl"iT for critical thlnoa.t,si n s, kWARNIN -_.-- 't is tt s }los .a' 'tai _s ° ty it er is 'M iSpet, ng, ' Our rillo the"'o- for l s,ai- lanon of roof CTUbs comply With Slate. Felled! , and OSHA reyutrathm, ;and laws, including out not ion 'a d to x as ten roof opt. iingg w h II o f f ae .tan, dardl raiongs, or other aca.oa#a,.,,safety cosi€€els Vtat prevent fzelr. tttrzorigK UO i- SEL www.mD,.i.eom FOR t,JA<IcENT INF Or ATION SUBJEC r TO CHANGE Al I IOU 1 NO -IC' Erri-,-IJEAPit L7. 2014 PIPE PENETRATION INSTALLATION NECOMMENDED SMALL AND LARGE PIPE PENETRATION INST41LATIM RIGHT WAY WRONG WAY RECOMMENDED SMALL PIPE PENETRATION INSTALLATION INSTALL PIPE IN CENTER OF PANEL TO ALLOW BASF.. OF RUBBER ROOF JACK TO LAY FLAT ON PANEL, RECOMMENDED LARGE PIPE PENETRATION INSTALLATION THIS METHOD TO BE USED IN ALL CASES WHERE A PIPE, PI -,NF TRATION INTE, RSECTs A PANEL RIB OR WHEN THE PIPE IS TOO LARGE A,ND'RILL NOT ALLOW ADEQUATE WATER FLOW DOWN THE PANEL. of rEcl tE. R'L 1, 2014 SEE www.mbcl.cpm FOR .JR.rNF C4t0RIAA1':C)N SUBJECT TO CHANT. WI-OUr NOTICE STAINLESS STEEL (NOT BY BUILDING STEP 1 STEP 2 DECK TIGHT (NOT BY BUILDING MANUFACTURER}ROLL-TOP F K -TIGHT DOV'AtN 4 x " LONG LIFE LAP TEK �S,T? ,WASHER (FAS TENER fro) 1.1.1 O l , \ TRI -B: AD TAPE. SEALER IHVV-504) I STAINLESS STFFL (NOT BY BUILDW£ "APPLY TRI -BEAD TAPE ."SEALER -CONTML!OUSLY AROUND PIPE tHVd-sera TEK R tt4) STAINLESS STEEL (NOT' BY BUILDING STEP 3 �q NOTE'. ROIL DECKT C k T UP N ki N �C5r\ OVER MI -BEAD TAPE SEALER Co AND SECURECLAM'ROUND y. TOP OF DECK -TIGHT NMN tai uO_TO SEE-mbcl.com FOrA. CURI2E:NT INFORMATION C O TRI -BEAD TAPE SFA (HEV -504) {Y j- DECK TIGHT 4NOF BY MANUFACTURER) i -h, 14 X LONG LIFE LAP TEK I•l�t „/� S D wAVASHF.R FASTENER i 41 a'VEJCCI T","'HAN6Ew}T•ICUT NG:ICE C'IC„TY•r`E ARIL 1.2f111 N The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A N ki N �C5r\ Co b NMN tai C O vi c�a c C S N O O p En U c U CT V CE Li Li O rr^^ vi U O V �L2 QL2 N Ol O OL Z fQ 0 U Zon vo t 'II O O on LU U w O Scale: NOT TO SCALE Drawn by. Checked by. Project Engineer - Job Number: Erection Guide Sheet Number: ULD12 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A PRE-DRLL HOLE TH CL IP AND BOTH SIDI PANFL ,PAIR °•' 1,1,"CLOSED END RIVET (FASTENER Y227) (21 PER CLIP rek., FLOATING CLIP - / STEP 1 1. Repair cap must extend V-0" above and below the damaged area. 2. ';6" x'?5e" closed end rivet fastened through each clip and both sides of panel rib in damaged area. (2 required per clip) CAP STRIP /'- ';i -14%"e" LONG L rE LAP TEK SDS lV!TH bV.4SFiER ;b O.C.}(FAST '144) / (FASTNFR :AUST GO THROUGH TAPE SEALANT) URETHANE TRI PEA -) ti -HEAD TAPE S111-' �. \ \_ Ultra -Delo (BOT H SIDES OF Rib) " \ ROOF STEP 2 1. Install a cortinunus nun of Tri -Bead tang, sealer to both sides Of damaged panel rib. 2. Apply a bead of urethane sealant up and over both panel ribs at each end of damaged panel seam. 3. Fill seam portion of repair cap with urethane sealant. 4. Push repair cap down onto panel rib and fasten with Yd -14 1Y Long Life Lap Tek (Fastener #4) C' 6" O.C. on both sides. Fasteners must go through tape sealer. S. Check repair cap at each end to verify that urethane sealant has sealed across the enure cross section of repair cap EF:ELIIVEAPR!L 7,2614 $cE -W.- FORC_-RRENT INFORMAtION S_IP..ECr"GOHANriE't✓;Ht,U': NCI 'ICE 'JU-7' (H,V-tioy) 5-51- UD WINDCL! b P filth' -558) (CHAMP MUST BE TOROUED TO 140 ir. Ibs., '.ANEL ROOF PANEL - LIP / ROOF PANEL. PURLIN SECTION A -A SECTION B -B Notes: 1. Only for use with HW -200, 204, 2102, 2104 and 206 clips. 2. Torque set screw to 140 in -lbs. 3. Application zone and feasibility of wind clamps must be determined by a Registered Professional Engineer. 4. For load tabes please, inquire. A1_72. SEE wvnv.mbcl.com FOP CURR::NI INF3RIV-1011 5UBJFC:' TO C1Fr CtE'2✓!TNO .i 4,07OF EFFECTIVE A?R.'- 7. 21114 HIGH SYSTEM SPERPANEL)E r- ,l1TTER STRAP EAVE I r-TRIPEAO C1i�i FASTENER#4 T"_ F SIALIP, FASTENER A4 - "^° II rFA,9TFNER 4 FA..TENFR#I L3 FFR GUTTER GUTTER STRAP END VIEW GUTTER I" "- - - INSULATION STRAP L- �- FASTENER PIE 148" O...) / /makes , / / . �f ME FASTPNFi#4- IN51JE y' \ ,/f!L 1 (12'0 C. t,\ CLOS!1RE. DOUBLE FACES -._j �_..-_._... TAPE `-- FASTENER#i BOX PANEL-� \, (2 PER INSIDE n CAP TR01 t CLOSURE; ENDLAP END VIEW �- HL GH EAVE PLATE ENDLAP VALI CO:ER!W' 1 T F I _ KNE_1S ... 9•.._..-A--3--, - r FASTFNr�R#iF % FASTENER 'IF Is PER FNLLAP) " PANE TO4EL) -TRI-BEAD TAPE SEALER IRI BEAD -- 1 h: APE SEA; ER PASTE NFR F1 FASTENER # 4 >.'. I 7 7=s PER 1(iJ r T--'---, GUTTER - T P. %jj"-r-GULP; 111 OC)STRAP/ \ METAL FASTENER #4� INSIDE L' FASTENER #1 FA i - W -R #1 BACK-UP ;12" C.C.) \\CLOSURE I L2 PER INSIDE IN, (< P R CLIP) PLATE r CLOSURE) cfFSETPANEL-/LOW SYSTEM CAP TT?II.A __ )....__. EAVE EFFECTIVE APRIL'?.2024 SEE www.mtwi.v0m FOR G'JRRF^P' INFORMATION SuSjECT TO CHANCE W!rhiOIIT NOT''cE. 1.10-73 Nvuab T% 7T}5"24 Ind anaPOka IN ^0 ^4 PKPY I AZ 8 -0214 H t Tx E'2,) I3622a Ind"a IM OCC 56229 -2a �- FASTENER id (SPEC.) 4.0 PANEL AK_ 'l.� Atlal. GAJ 9f - .-. Atlaa, GA $ 51 6224 A 1 GA 54c 24 r ap N 100-73,1.622,, Plr X, AZTXEY7.i Lubbock TX ECO 226 R h d VA l -. ® Ad { GA `Y"�-0♦fiL -'4 3 E','.4 IndlanApoi IN lr . '1.^24 PM1 , x AZ 6P& 3-1 :4 H rstan, TX 8-1-62.24 f224 hrr)! p IN ' ? .6211 Phaerna AI dN5.53?�214 CA It../ Oklahomavffldeftw�la._ C ON til. ,L: 24 >Y U A t GAR i.6 b -Oft M, ,phis TY J e4' R NY 29 Rem,. N. 3C f -a5. 622: Atla GA9 f 4. �- La Bbvck T% Q- 53 26 Ai 1 CA ' R ', d. VA -:r Ad LGA 63346 62'.1 Lrihh h Ix 1 862: r. Rirh mond, VA 96224 Sae A. mho TX 8!�0-68n v!.'-± OV CE A ai GA H -:' < _ ral aa, TX a,; 65362<•; Uklahorn C LY UK I C- 5: 321n 3 1 Lake Li,y Vi X ..I: Sp[H (� UrnaM1a NE . V =.6 n121 S An±Or. o. T%hStL-. 4-0211 t R E. 61i=Y Memptia TN 3 0 6 ::24 A. G CO ,<O n324 Oklah- Cft OK )G ^,''<4 R d Al 6=H' .,5 ,1 5 t L L Cit a Atlanta CA e77-512 - ':, 9 Mvmr TN 8 2^,5 621^ Romv, NY erM se f11! Omahe, NEC SG.z`i32.6211 6a Anton.0_TX ?.,0 s5o�..:�a ant l"J 1'Ttatal hoof urrd N4111 Svsvents '`� L1earFl Ruaf real wu// SI, to .'�:. Df sT%61,)5..3-5224 D -R, NF i3O ,E- ..Lr .. '' 5nr 0.monln XT%ytfl Atwrt , CA 0 61 93.4 Oaltax T%'::0 •S f2 a Okfah C( ty. OK 611597 C224 Snlf Lake Cl UT CV'. C74 24,,4 Omaha hF 300-1-0224 San Anbn n, TX ,39 M,, 49etal Roof nrul wall System ` c c 0 0 l 11c'rzd Roof Oral ibidl 5y'sten'as �U oU W_ I ! t ®t Illiell! MET=ME=1 5 I c I2 L22 ly Ulta-Dek@ REPAIR CAP INSTALLATION O S-5!" Ulta-Deka Winciclamp vZ0iri TRiM DETAILS o Q LD Installation Location C- O C EAVE TO ENDLAP 3 LLJ PRE-DRLL HOLE TH CL IP AND BOTH SIDI PANFL ,PAIR °•' 1,1,"CLOSED END RIVET (FASTENER Y227) (21 PER CLIP rek., FLOATING CLIP - / STEP 1 1. Repair cap must extend V-0" above and below the damaged area. 2. ';6" x'?5e" closed end rivet fastened through each clip and both sides of panel rib in damaged area. (2 required per clip) CAP STRIP /'- ';i -14%"e" LONG L rE LAP TEK SDS lV!TH bV.4SFiER ;b O.C.}(FAST '144) / (FASTNFR :AUST GO THROUGH TAPE SEALANT) URETHANE TRI PEA -) ti -HEAD TAPE S111-' �. \ \_ Ultra -Delo (BOT H SIDES OF Rib) " \ ROOF STEP 2 1. Install a cortinunus nun of Tri -Bead tang, sealer to both sides Of damaged panel rib. 2. Apply a bead of urethane sealant up and over both panel ribs at each end of damaged panel seam. 3. Fill seam portion of repair cap with urethane sealant. 4. Push repair cap down onto panel rib and fasten with Yd -14 1Y Long Life Lap Tek (Fastener #4) C' 6" O.C. on both sides. Fasteners must go through tape sealer. S. Check repair cap at each end to verify that urethane sealant has sealed across the enure cross section of repair cap EF:ELIIVEAPR!L 7,2614 $cE -W.- FORC_-RRENT INFORMAtION S_IP..ECr"GOHANriE't✓;Ht,U': NCI 'ICE 'JU-7' (H,V-tioy) 5-51- UD WINDCL! b P filth' -558) (CHAMP MUST BE TOROUED TO 140 ir. Ibs., '.ANEL ROOF PANEL - LIP / ROOF PANEL. PURLIN SECTION A -A SECTION B -B Notes: 1. Only for use with HW -200, 204, 2102, 2104 and 206 clips. 2. Torque set screw to 140 in -lbs. 3. Application zone and feasibility of wind clamps must be determined by a Registered Professional Engineer. 4. For load tabes please, inquire. A1_72. SEE wvnv.mbcl.com FOP CURR::NI INF3RIV-1011 5UBJFC:' TO C1Fr CtE'2✓!TNO .i 4,07OF EFFECTIVE A?R.'- 7. 21114 HIGH SYSTEM SPERPANEL)E r- ,l1TTER STRAP EAVE I r-TRIPEAO C1i�i FASTENER#4 T"_ F SIALIP, FASTENER A4 - "^° II rFA,9TFNER 4 FA..TENFR#I L3 FFR GUTTER GUTTER STRAP END VIEW GUTTER I" "- - - INSULATION STRAP L- �- FASTENER PIE 148" O...) / /makes , / / . �f ME FASTPNFi#4- IN51JE y' \ ,/f!L 1 (12'0 C. t,\ CLOS!1RE. DOUBLE FACES -._j �_..-_._... TAPE `-- FASTENER#i BOX PANEL-� \, (2 PER INSIDE n CAP TR01 t CLOSURE; ENDLAP END VIEW �- HL GH EAVE PLATE ENDLAP VALI CO:ER!W' 1 T F I _ KNE_1S ... 9•.._..-A--3--, - r FASTFNr�R#iF % FASTENER 'IF Is PER FNLLAP) " PANE TO4EL) -TRI-BEAD TAPE SEALER IRI BEAD -- 1 h: APE SEA; ER PASTE NFR F1 FASTENER # 4 >.'. I 7 7=s PER 1(iJ r T--'---, GUTTER - T P. %jj"-r-GULP; 111 OC)STRAP/ \ METAL FASTENER #4� INSIDE L' FASTENER #1 FA i - W -R #1 BACK-UP ;12" C.C.) \\CLOSURE I L2 PER INSIDE IN, (< P R CLIP) PLATE r CLOSURE) cfFSETPANEL-/LOW SYSTEM CAP TT?II.A __ )....__. EAVE EFFECTIVE APRIL'?.2024 SEE www.mtwi.v0m FOR G'JRRF^P' INFORMATION SuSjECT TO CHANCE W!rhiOIIT NOT''cE. 1.10-73 '016641 r 66 A . Asa Nvuab T% 7T}5"24 Ind anaPOka IN ^0 ^4 PKPY I AZ 8 -0214 H t Tx E'2,) I3622a Ind"a IM OCC 56229 -2a �- FASTENER id (SPEC.) 4.0 PANEL AK_ 'l.� Atlal. GAJ 9f - .-. Atlaa, GA $ 51 6224 Lutbock, TX R 7 (: 9 NampSio-. TN 6 E -! Rrahm d VA ':? '.?-:�:;)- Rame, NY EM E-2 Ad { GA `Y"�-0♦fiL -'4 Typo Llrb. r% U !.'i h F%. A EJS 3 R' M1. tl.:29 FASTFNFk#1,. ANGLE L O CA It../ Oklahomavffldeftw�la._ C ON til. ,L: 24 >Y ...3 Sail L k C't UI Eno ' Ind Ati-A GA 3'T 51:.-3%24 Ar-Ols. TAI E %.<24 Rem,. N. 3C f -a5. 622: ��� F ..R 41F-'.. STFN FAOrf 1 Dallas, TX 63CRa3.6<24 Omaha, NC N K .E -Sera Sae A. mho TX 8!�0-68n v!.'-± OV CE 6 L° (� Metal Roof rtr(d GIaII Systems OM1llns TX W 0 fib; 022=11) Omahe, NEC SG.z`i32.6211 6a Anton.0_TX ?.,0 s5o�..:�a ant U 49etal Roof nrul wall System Ylefal Roof and war/ SyvTems '016641 r 66 A . Asa INSULA71ON `- BACK-UP- PLATE ! -- FASTENER#1 LP cL {P j :r1 P.Jl the 1l1q;t dash nq starb.n.7 any end'.nq 1'r!' pbs en:lwall Ihic"I'll oatsldelhe'r 101ne Fasten the ridgy flashTlTP to the outside Glosur6s wjrh Fastener#4. Inetall afastener 15_"`mrn parva'. s:+afr, .,�n bGth s§las of aanisd. stal. add J1.. fatitd4lers diredry ab v or nbe CILP .lel Four a 1en=rs are reGmrad a earh pare Laave f unfa tane.i on aach eed •o .MCI for trF rakF W, in he in villed later DO NOT FASTEN THROUGH THE LOCK OF THE STANDING SEAM TRI -BEAD TAPE SEALER /- OUTSIDE FASTENER I CLOSURE ,. 24" " +`!Ti"PLUS ENDWALL THICKNESS CAUTION Ultra-DekF3 systems must utilize a Floa^ng Peak Box. See page UD -76. SEE PAGES DL -24 AND DL -25 FOR FASTENER SELECTION. UD4` SzE www.nbd 1O1`, c..JF,:1141 INFORMATION sueacr'rCCHWGE WrGOIJ! NOTICE EFrECT NE APRIL ,2014 FASTENER (24" G C ) CIN HANGLL FASTENER 44 (TYPICALU i=SS NOT 24 PER BOX) FI FXIRLE. "Al MORAINE 1 CINCHANGLE NG < FLOATING PEAK NG -- RAKE TRIM A1241x# ! R'DGE - FLASHING 7- PERIMETER -� OF FLAKBC:x (MARK IN) RAKE SLIDE --- RIDGE r: , FLASH �. / ANGLE 1 C.N HANGLE RAKE rR4M WAKE SLOE- FLOATING i D_ - FLOATING PEAK BOX INSTALLATION 1. Install rake trim on each side of ridge to within 2" of centerline of building, 2. install ridge flash so that it is on top leg of rake trim, 1" back from outside edge 3. Ternpo!an`y set .peak box in place and mark perimeter of box on rake trim and ridge flash. Remove pc k box. 4. Just inside mark, insta'ltape sealer cont'.nuously across ridge flash, then down the face of rake trim on both sides of ridge. 5. Place flexible membrane over lape s6laler and hold in Aace with cinch angles. Cinch angles should be attached with Fastener #4. To prevent leaks, flexible membrane should be tight against ridge flash and rake trim with no winkles at the sealed edges. 6. Hook top of peak box over cinch angles installed on top of ridge flash and attach bottom of peak box to endwall with Fastener g EF _C i VE A:'R 7,2-2:14 SEL www.mbc,.vom FOR CURRENT Ni-RkWVIN TRI -BEAD TAPF-. SEAL FR Imo-- RAKE TR'M TP BEAD TAPE Sr:ALF° � --- FAS'TENER #4 PLEXIBLE MEMBRANE RIDGE F�ASH.PJ RAKE THIM PEAK Box SJEJEC'T? ,HAN.,;_sVn'fi0U1"NOTICE UC1.76 No TX S T 3-.224 inAianenoli IN KIJ3622-f Pt 'x. AZ 803-533-6224 Ad C 9' t"t ".1-k T% 3.14 R- h tl. VA,%W -,A16 AN CA i 24 Wrcphr,, TN 814 2n'_ 6224 ftNY 3r M221 A toCA 1.-':< 'i'fi OMI m. CtY OK .1e?J,22,, S 11. k .11, LT 1,3 t'.c_ TX A 653 6_24 Omaha, NE 1 15_ 6224 San Amori o TX M 60c.+<26 TRiM DETAILS RAKE RAKE J' RIOGE FLASHING -'1t- ( o , RAKE I �- FASTENER id (SPEC.) 4.0 PANEL AK_ 'l.� l IN IAT ON 2LJU FASTENER #iF: .,"F-- 0 LHfAN L) I i I I w �i i/- 'IRI -BCFD /� TAPFS,ALER t NCH CUI�U:.---. FASTFNFk#1,. ANGLE C.O„I.RF--.._ '1 %i, CLIP % �:'i tlF' -- - - _ _ ��� F ..R 41F-'.. STFN FAOrf 1 INSULA71ON `- BACK-UP- PLATE ! -- FASTENER#1 LP cL {P j :r1 P.Jl the 1l1q;t dash nq starb.n.7 any end'.nq 1'r!' pbs en:lwall Ihic"I'll oatsldelhe'r 101ne Fasten the ridgy flashTlTP to the outside Glosur6s wjrh Fastener#4. Inetall afastener 15_"`mrn parva'. s:+afr, .,�n bGth s§las of aanisd. stal. add J1.. fatitd4lers diredry ab v or nbe CILP .lel Four a 1en=rs are reGmrad a earh pare Laave f unfa tane.i on aach eed •o .MCI for trF rakF W, in he in villed later DO NOT FASTEN THROUGH THE LOCK OF THE STANDING SEAM TRI -BEAD TAPE SEALER /- OUTSIDE FASTENER I CLOSURE ,. 24" " +`!Ti"PLUS ENDWALL THICKNESS CAUTION Ultra-DekF3 systems must utilize a Floa^ng Peak Box. See page UD -76. SEE PAGES DL -24 AND DL -25 FOR FASTENER SELECTION. UD4` SzE www.nbd 1O1`, c..JF,:1141 INFORMATION sueacr'rCCHWGE WrGOIJ! NOTICE EFrECT NE APRIL ,2014 FASTENER (24" G C ) CIN HANGLL FASTENER 44 (TYPICALU i=SS NOT 24 PER BOX) FI FXIRLE. "Al MORAINE 1 CINCHANGLE NG < FLOATING PEAK NG -- RAKE TRIM A1241x# ! R'DGE - FLASHING 7- PERIMETER -� OF FLAKBC:x (MARK IN) RAKE SLIDE --- RIDGE r: , FLASH �. / ANGLE 1 C.N HANGLE RAKE rR4M WAKE SLOE- FLOATING i D_ - FLOATING PEAK BOX INSTALLATION 1. Install rake trim on each side of ridge to within 2" of centerline of building, 2. install ridge flash so that it is on top leg of rake trim, 1" back from outside edge 3. Ternpo!an`y set .peak box in place and mark perimeter of box on rake trim and ridge flash. Remove pc k box. 4. Just inside mark, insta'ltape sealer cont'.nuously across ridge flash, then down the face of rake trim on both sides of ridge. 5. Place flexible membrane over lape s6laler and hold in Aace with cinch angles. Cinch angles should be attached with Fastener #4. To prevent leaks, flexible membrane should be tight against ridge flash and rake trim with no winkles at the sealed edges. 6. Hook top of peak box over cinch angles installed on top of ridge flash and attach bottom of peak box to endwall with Fastener g EF _C i VE A:'R 7,2-2:14 SEL www.mbc,.vom FOR CURRENT Ni-RkWVIN TRI -BEAD TAPF-. SEAL FR Imo-- RAKE TR'M TP BEAD TAPE Sr:ALF° � --- FAS'TENER #4 PLEXIBLE MEMBRANE RIDGE F�ASH.PJ RAKE THIM PEAK Box SJEJEC'T? ,HAN.,;_sVn'fi0U1"NOTICE UC1.76 No TX S T 3-.224 inAianenoli IN KIJ3622-f Pt 'x. AZ 803-533-6224 Ad C 9' t"t ".1-k T% 3.14 R- h tl. VA,%W -,A16 AN CA i 24 Wrcphr,, TN 814 2n'_ 6224 ftNY 3r M221 A toCA 1.-':< 'i'fi OMI m. CtY OK .1e?J,22,, S 11. k .11, LT 1,3 t'.c_ TX A 653 6_24 Omaha, NE 1 15_ 6224 San Amori o TX M 60c.+<26 TRiM DETAILS RAKE RAKE J' 1. -RAKE o , RAKE FNFR# F ,24 0C2 AK_ 'l.� l IN IAT ON R!M-'� �1. FAo'ENFR#12 \ Ntll'. ATI )N FASTFNFk#1,. Q U WALLPANE: 'TRI P"AD -- TAPE SEALER\ 1. -RAKE FAa FNFR# F ,24 0C2 / FdSTLNr R#5 24"OC1 g7 AN CE \ Ntll'. ATI )N FASTFNFk#1,. Q U 'RAKE TRIM 1 WALLPANFI-� 7 ; - CLOSURE L .,LOSURE- l \ ENEH#4 C O C.).�..F-FASTEF'ER #4 (ITOC) ROOF PURLIN ` ! REO' PURLIN BEGINNING RAKE TRIM _ TERMINATION RAKE TRIM ON MODULE RAKE SLIDE iFOR FLOATING SYSTEMS ON"Y) fS I!:NEI: E.(4 GC.) iZMJ1ATION 7RTA FA TENER k4 TP12, N \ SI,F 1 Jr2? yl �/� ZREAD FASTENER«IE 1111' SFAI ER (2 O f.F FISTFNER41E FIELD FORMED / \ ,p 4 (2:" OCR PAN❑ l - RAKE. FAR UFPORT - / .%�� "� ANGLE ` N U TIER 1 FAsT'EPErt i±> ` GLIE rINSULAII1014 1",. -,TE JER #12 FASTENER .5-� / 'RAKE' I'RN,t ti\ \ FA ENFRfr lA V•A,. L. PANEL-� i PF - cup +- !� 1� RAKE CLOS JR --., -U PANEL-­'I'�\ ANGLE CLOSURE ( 4�f�r\' FASTENERF"t ....... 1...-_._.__ . ........ ROOF PURLIN I TERMINATION RAKE TRIM TERMINATION RAKE TRIM OFF MODULE OFF MODULE (OPTIONAL) SEE PAGES UD -24 AND UD -25 FOR FASTENER SELECTION. V.}TE 5EE wxw-mhc! 10b, CI_:WRLNT INFORMAT'ION S'UEif"M TO CHANGE WIT'CUT NOT ICE U rEC HVL APRIL 7.2014 c 0 U N Q Q) 0 O C y N The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A M O M Q U o v U Z� di� L° (� 2 ❑ U O c c 0 0 l y � �U oU C 4Ld: 5 LJL c I2 L22 ly El 1:1 O vZ0iri o Q LD C- O C c) IS 3 LLJ Scale: NOT TO SCALE Orown by. Checked by. Project Engineer: Job Number Erection Guide Sheet Number: ULD13 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Na±str T% 1 1' 512-V 1 dM tile IN 1Y3 5 Phoen AZ 6Y XQL1t ^� Atlas, GA still .41, 4 L hbo k T%t;CO 59 24 � P:<hm d VA (' 1 :. aml�ImlN: uatr, TX917,11; ' '4 im6anannka IN Y1 T3S�i!224 Pno1n AZ YY rD 2q y .:1 ­%M.1, C GA .7-111121 : M n TN p 1 6 Roo a V ND 6'214 AMI GA A T 4 _ f 1 1- IN 5d- 224 R chm tl VA -..'i->;:; : Ha t T%s] ; ti -6224 1 O'ana +oll IN ".A m CA 11 H1Y 4. LC lNcl Ko I'll, OK a4 14 Salt L k Py UT 6/. 14(IA A!:1nta GA PT 51 u2.1 is -p- TN i; 0 2 6 3 Rome, NY d Ad 1, GA 63. VII {221 LUDhocN T% t) $1 d RI h D Yp 6 29'u^14 M" -- +`"S E 2A All GAN 12 '24 V-pl a T d} 2 62' R NY .-::•;.;221 011135, T%d..-fi5.-U1�•. Or+alfa ME C:q 4.+P bYe4 S;ln A11uniD TX .:.:'± �.'1-'a //,� Atwater CA C) 5 9-. �2II Oki D C y. ON KC ,224 5ak Lak Liy UTA C -P 42Jrd V Dlflas, tx i '.6.--622" O ha, NE 1(!0 5, ,224 Snn A, la TA eCl`-`':!N ,4 Da11s T1, 110 D2' 932•! Or±n1M1a NE �:-0 P.$21.9?6224 It- I Al tCoHTit B^.XP511: 24 UT OW C74 a Meta! Roofand Wal! Sectelns tL7etul Rogf alar! Lt4d1 Sa'vtenLsar Metn! Roof and Wall St-)7e"7tu' W TRIM DETAILS TRIM DETAILS TRIM DETAILS RAKE TO RAKE RAKE PARAPET HIGH EAVE PARAPET BEGINNING FINISHING S.EFL LINE r✓- FEMALE LIP ON MODULE OFF MODULE ......... 24 Dr 1E y' .. ... -'-- 24"or 19" t1ALE LEG -''-'1RFTTiANr SEALANT ' URETHANE SEALANT RFKE¢JPPIRT' 1,�_,--..- < !/ COUNTERF;ASHPARAPI --- ! 1 //� FASTFfJFR �� FLASH RAKE FLASH \ ..._.._..� .__....,,...--�_� _ .....� ..._..�...._.... .._.....�, -- ,.>✓ / J 'A', TFhNATE URETHANE SEALANT I CtLUNJTERFLASk{ T-� TRI-PEAD �- - ( � FASTFNFR -" ,,! �' TAPE SEALER II BEGINNING -ALL BUILDINGS �� h /I� TAPETRI-B ,-`—! �) LINE RAKE SUPu ;RT - � / COUNTERPLASH 2A' or • &" 24" Gr 18' STEEL TAPE SEAr ER ` APTRIS EA A __. Hti+3�E i T � SEALER FASTENER911 PARAPET YIWFI StUL-f_ASI{TNG- r=r , 1' M14:.NIMUA', NIGH WIND -\ �.� ` '`.�y i PARAPFT FAS rT-NER #' E - �-:- ? Ful=SIFdUM1d RAKE- +-1 -� �\ RAKESUPPORT� R ,t/ RAKE PARAPET \ RAKE GLEAI SLIDE f 3 PP FIANFI (L O, L #11 �\ TRIM WALL FASTENER III [' ultra C'\—\ \\ FASTENER U' \\\ / l (12"O.C.) PANEL - AS ENFR r12 RETRI PEA. \ I: ..._...__ ._..__. _. _......_ FASTENER#12F .T. .. _ _�_+ TAPE avA.Ek \ -- :I #1E t _ ..._...... J��FA�TENER #5 PANE (3 PER PANEL) l TERMINATION -EVEN FOOTAGE BUILDINGS 1 RAKE ANGLE -- -., "- (?4 j -1- EA('.K..UP PATE - --? �— I II cI I i' RAKE SLIDE 'FOR BEGINNING PURLIN -'f TERIb71NA7tON�--- FIOATNG PARAPET RAKE \,r '�' za•or?s• -- ,= 12^ v Ea4s PARAPET RAKE i _�L ONLY; Y . G,. RAKE -� / �_.. _.. ....._.FASTENER#1E Sl1nPORT �,{ , CI IP - / 6 PER PANEL} J/ • FINISHING / \ / , OFF MODULE AS'ENER#t J \ URETHANE SE ALAN I'� 2 REQUIRLDI ) TERMINATION ODD FOOTAGE BUILDINGS — A < Pzrld is pf-de.J Ir this cond:.Don i I - ( " COLNTERFLASH -t \ PIJRLINJ/ f PARAPET RAKE' -1 '� ` ,...._. _...._ 1.. ..._..._._ FLASK it � I _TRIG� j { ) TAPE TI MINAr )N -! 78' "ir 12" 1 TRIM HIGH v`JIND FARAPET —V I AKE CLEAT i FASTENER " 1rk I nt FASTENER #1 L+t. i De4g •�1' ; 2=' MINIMUM - �I NEL RAKE SUPPORT TERMINATION- BUILDINGS OFF MODULE ' FASTENER its---� ANGLE (24 o c ) A TERMINATION I RIM IS PROVIDED FOR 1 HIS CONDITION t % FASTENER #12 t C- L......_......._._`_. RAKEANGLE FI PURLIN ---' TERMINATION PARAPET RAKE NOTE: (Optional) NOTE: HIGH SIDE PURLIN IS 9" DOWN SLOPE For an adequate understanding of how to design the Ultra -Delo' roof system, it is important to read the section of this manual which includes all trim details. EFFECTIVE APRIL ], 201-t SEE w ,mba.eom FpH!'JRRENT INFORlJATIUN IH6U1 NOTICE ur)", UD -16 SEE vrww.mbei.eom FOR C'URREN'+INFORNWION s; N,EC T. CI;.AN GE WITHOJT NOPCE ECTI:E A-? .!I. 7, 2014 EFFFCTNE APRIL 7.2111 �:.F wte FOR :R" •' INFORMATION -., - ... -, . - ` wmhci cert FCR CL HEN 1NFOHN1..,I..1N G•.d1cCT :O (,i.aN"F. WITHO,!T NOT CF (0-75 Hat sbn, TX ST 1 6"^=+ VaJ 1 IN 0-T PhoaniX, AZe6L 524 1p.f It 60 ?sd224 Pkoenz AZ 6a 6-F 2a Naas TX 6. '.H 6224 i±M'anaRol'nM 5622' Pho ueae saa.ezzA �® Hou Ston. TX T -,I 1 Atla, GA 6.iR 6( WtDo k 1X ri''1.6 Rrchmontl VA '/VII. D:_" AMI GA nS -0 H 14 L nDn k IX -)'1I -.214 Ri<hmnntl VA N Ades CA N 4'. 111 tnbnocN. TX f lsN V': •4 Rirk d JA ti:. -'2 -?w11 Atlanta. GA 5 6' -1 Me t h TN 11-161 14 Roma, NY 60 9 26 AI ante GA li 1 $ -A M phis. TN >,.0. &5 R Rome NY 5 R2 1 ".a Ar:'m to GA ., + .f2 5224 Memah's. TN d'a1 20F p2. i Rom t'Y bl>r' S5:-S22a. A+water CA 6.,1314 Oki Cty OK? i+;.%4 Salt LakaG UT -0] lino ±.r.CAM'St'4,"14 OkiD C•.OKN ..J] -,•..la Saif lakflC UT2. to -23't Dailea, Tx 6:,l. 653-Ev21 Om ha, NL @...4.^.-6[..i San Amm�'o TX VS-a-o%2� O A y. h - Aiv.4t CA A'•n.JA.".4 OkiaNuma City ON t(1 il."1 4nN I-- City, UT tilt. fr- 2A y� Nit'- TX W 651-62eV 0 aha, NE ill) A6o :,.-4 San Mto n T% KIK 14? b22a Dalii TX .v0 x531121 Omaha. NE d+ 1..H 622^ San M tanto, TX 6C'!-698 622Manx OF Llerul 1200E and F1'crll SysJc17 :Metal Roof and lltdl SVSILWIS Alruzl Ror#(and Wall SI'sle+nzs (Cl PER PANEL) SCULPTURED -� TRI -BEAD TAPE EAVE TRIM SEATLER LOW EAVE WITH SCULPTURED EAVE TRIM TRIM DETAILS EAVE INSULATION -< FA„TFN1 R#1 -' PANEL -1 (2 REQUIRED) TRIM I EAVE STRUT 2'PLl1CKS WAEt PANE. TRI I GS -HIGH SIDE PANEL TO EAVE 4 P-� ER -R ;fi" O.C) E:PAN:L EAVE TRIM OUTSIDE I aiA 1R1 BEAU TAPE SEALER CLOSURE C / / FAST'cNER#tE CUP - -_;.r- . (9 PER PANEL.) INSULATION -< FA„TFN1 R#1 -' PANEL -1 (2 REQUIRED) TRIM I EAVE STRUT BOX PANEL (.AP TRIM S:,ULFTU: ,Eft - EAVE TRIM FAST M .R ,'2'0 C,) VIALL PANEL NOTE: THIS OPTIONAL SCULPTURED EAVE TRIM IS AVAILABLE. HOWEVER, UNDER CERTAIN CONDITIONS IT MAY INDUCE STAINING OF WALL PANELS. U04') S'l:w ,F6.cam'C'2 CJIlFiLNI':NFOrIMATION 5UeJECT Ti CHANGE WI ItOUI NOrK'C [FrE-.IVE AR?!L'. 1014 Y FASTENiLR #1E -HIGH SIDE PANEL TO EAVE I EAVE TRIM SEAL FR (.HW -504) rw tr META,.. INSIDE —' _ ASTENER #4 (6 PER PANEL) (a.. ,' HEAD MIN. ('' } WM A SHER FASTFNFR #41 1 TRI -BEA' WALL PANCL ` t Jt 14x1, LONG -LIFE (HOLD WALL PANEL LOW SLIDING CLIP 1 A MINI."'Um OP BELOYA' THE EAVE MEMEFRI ka: ) LENGTHHAAMDD BEVEL CUT TO FIT PANEL) (Hbv-21.02) _���,.,-� ;�.-r_ HIGH EAVE ( FASTENER 0 E) 1�? BOX PANEL (.AP TRIM S:,ULFTU: ,Eft - EAVE TRIM FAST M .R ,'2'0 C,) VIALL PANEL NOTE: THIS OPTIONAL SCULPTURED EAVE TRIM IS AVAILABLE. HOWEVER, UNDER CERTAIN CONDITIONS IT MAY INDUCE STAINING OF WALL PANELS. U04') S'l:w ,F6.cam'C'2 CJIlFiLNI':NFOrIMATION 5UeJECT Ti CHANGE WI ItOUI NOrK'C [FrE-.IVE AR?!L'. 1014 Y FASTENiLR #1E 2" TRI- BEAD TAPE PANEL TO EAVE SELF-DRILJ_E.R (FASTFNFR #'2Ai , �� (8 PER PANEL) SEAL FR (.HW -504) rw tr META,.. INSIDE > FASTENER f14 + / CLOSURERE (6 PER PANEL) (a.. ,' HEAD MIN. ('' } WM A SHER FASTFNFR #41 1 TRI -BEA' TAP-. SEALER ` t Jt BOX PANEL (.AP TRIM S:,ULFTU: ,Eft - EAVE TRIM FAST M .R ,'2'0 C,) VIALL PANEL NOTE: THIS OPTIONAL SCULPTURED EAVE TRIM IS AVAILABLE. HOWEVER, UNDER CERTAIN CONDITIONS IT MAY INDUCE STAINING OF WALL PANELS. U04') S'l:w ,F6.cam'C'2 CJIlFiLNI':NFOrIMATION 5UeJECT Ti CHANGE WI ItOUI NOrK'C [FrE-.IVE AR?!L'. 1014 Y HIP FASTENER 94-- //i l'UHIP FLASH U! PA NEt i URETHANE SEALANT PURLIN PURLIN "Z -CLOSURE XQ JFIEL.0 0 IT TO L FNGTH AND BEVEL CUT TO PITP.ANE .) -FASTENER#24 TRI DEAD FASTENER A1? TAPE SEALER TWO PC2 PURI / = NIP SUPPORT /// PLATT P 1 1 3^x3'x 16 CIA. ANGLEIFI FI D NC) ICH Al' PURI CAUTION All trapezoidal panels are extremely difficult to instal! at hips and valleys In a weathertight manner. The use of these details should only be attempted by installation crews that are highly expenenced In order to assure weathertightness, N18CI recommends one of it's vertical leg standing seam systems for use on roofs that require hips and va'leys- Wild SLE yrvAY,mhdL FOR.ORMATION "BiLOT TC CHANGEAll THOUT NOT OE EFFECTIVE A^RI'_1, 201;1 1--VALLEYSUPPORT PLATE 2" TRI- BEAD TAPE HIP FLASHING SELF-DRILJ_E.R (FASTFNFR #'2Ai , �� SEAL FR (.HW -504) URETHANE SEA; ANT CLOSURE ENDS 14 ria LONG i IFF. LAPTEK -- __I' '2",. -.'--' -- .%----_„- is PANEL RIBS OVER (a.. ,' HEAD MIN. ('' } WM A SHER FASTFNFR #41 1 INSIDE .LOSURE OF CLOSURE ` : RI BFAU'tAPE ALER(MN 504) \�1 ` t Jt 14x1, LONG -LIFE ZEE CLOSURE (FL -36^.) ` FIELD ZEE LOW SLIDING CLIP 1 /j� /P_ ka: ) LENGTHHAAMDD BEVEL CUT TO FIT PANEL) (Hbv-21.02) _���,.,-� ;�.-r_ ! ( FASTENER 0 E) 1�? HIP FASTENER 94-- //i l'UHIP FLASH U! PA NEt i URETHANE SEALANT PURLIN PURLIN "Z -CLOSURE XQ JFIEL.0 0 IT TO L FNGTH AND BEVEL CUT TO PITP.ANE .) -FASTENER#24 TRI DEAD FASTENER A1? TAPE SEALER TWO PC2 PURI / = NIP SUPPORT /// PLATT P 1 1 3^x3'x 16 CIA. ANGLEIFI FI D NC) ICH Al' PURI CAUTION All trapezoidal panels are extremely difficult to instal! at hips and valleys In a weathertight manner. The use of these details should only be attempted by installation crews that are highly expenenced In order to assure weathertightness, N18CI recommends one of it's vertical leg standing seam systems for use on roofs that require hips and va'leys- Wild SLE yrvAY,mhdL FOR.ORMATION "BiLOT TC CHANGEAll THOUT NOT OE EFFECTIVE A^RI'_1, 201;1 T`{.C, 1--VALLEYSUPPORT PLATE 2" TRI- BEAD TAPE (P-101) (FIELD NOTCH AS RFO D. L FA PURIIN) SELF-DRILJ_E.R (FASTFNFR #'2Ai , �� SEAL FR (.HW -504) TRI -BEAD TAP:: SEALER +4'-14 x 1" SELF -GRIL: -ER `fJ+%WASHER (FASTENER #1) (2) PER CCN. C EA. PURLIN is PANEL RIBS OVER 4­IW5G4 AROUNDTOP t• METAL INSIDE - 1 INSIDE .LOSURE OF CLOSURE ` CLOSURE(HW426) `VV conditions and in V'al - ys longer than 30'-D'. 14x1, LONG -LIFE tTRP LF READ --! \ t /j S '-P DRILLER W',1NASHER Ultra Dek" PANEL. TAPE SEAL it AN 50'21 'A ! ( FASTENER 0 E) 1�? ' / tI- \ tDETAILA �, / ,z) PER RIB } __A T`{.C, 1--VALLEYSUPPORT PLATE 12-14 X i PANCAKE HEAU -� / ��- "'PURLIN (P-101) (FIELD NOTCH AS RFO D. L FA PURIIN) SELF-DRILJ_E.R (FASTFNFR #'2Ai , �� (2) PEH CON. EA, PURLIN -12-1=t X 1 PANCAKE HEAD SELF -DRILLER (FASTENER #12A) +4'-14 x 1" SELF -GRIL: -ER `fJ+%WASHER (FASTENER #1) (2) PER CCN. C EA. PURLIN (2) PER CLOSURE NOTE i' 14 1. LONG -LIFE t 2 Valley di iecsion must be Used in low slope SP F D'211_I FR W WASHFR / (FAS ENLR #IE) d conditions and in V'al - ys longer than 30'-D'. rn VALLEY TRIM vi c�a TRIPLE BEAD APE SEAL +H111V-532) cin C j O -tL. O 1 LONGTIFF FIELD CUT PANEL TO SELF -DRILLER NJ WASHER 1 #1E) PER PIS J ..LEYTRIM 1 (FASTENER Cl,' (2; f ---METAL. INSIDE I INSIDE CLO SURE TRIPLE REAG -'� i /] ��- TAPE SEALER CLOSURE (HW -420) BEVELED EDGE V" O ROOF PANEL %-4 x 1 LONG -LIFE ` r DRLLER W%vA'ASHFR �'-----✓ �^'J _..... --------- (r ASTENER It' E) Ca. 3' O.C. DETAIL A AUDITUNA- 8 (ISOMFTRE-) ION PIECE OF .. TR FILE B A'? TAPE- SEALER ; IVV :O2) DETAIL UNDER INSIDE CLOSURE (PLAIN VIEW) ' For valleys over 3U'-0" long, use extended valley trim. CAUTION All tlapezoidal. panels are extremely difficult to instal at hips and va:`leys in a weathertight manner, The use of these details should only be attempted by installation crews that are highly experienced. In order to assure weathertightness, MSCI recommends one of it's vertical leg standing seam systems for use on roofs that require hips and valleys, EFREC' VE AT%'tll 7.2014 SEE w—W.— FOR CORRENINF'ORMATION SL3JECT To CHANGE WITHOtiT NOT CE iJD-62 Q) The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A 4 ZZZ 2 rn O y vi c�a cin C j O -tL. O o O p 10 j j � V RSI U N - c � I? O 2 r^ U O IZ O DU O l L L G O 40 �2 o2 cQ O vQ 0 o �z V) U11 m LJ 0 U o:: O Scale: NOT TO SCALE Drawn by. Checked by: Project Engineer: Job Number: Erection Guide Sheet Number.' ULD14 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A O AQeral Roof and W111 Systc7rx5 Houston TX h7 1 i 3224 Intl) P 1 IN A00 -735-W'24 Adel. OA a,M 44, fit ; Wb k TXfl G-SEC'4 Atienu GA 877-51 'Z24 Mpn nM1i ri W-64 1 1 Afwptar. CA 14 111"3 Uki h C Y 0.3 ,i ­1­TXV 85.4224 0 NrY .4iy. 24... Phoenix AZ 8,98 -S33 -U24 R:<hmond, VAS 72ri 62.! Ran e, NY 80[)'11Q 26 Sall Lake OW, u T N 11" SAn Anmly .31!,3:.-52'21 PROPER •A Nr PANEL HANDLING All panel bundles must be inspected during unloading and carder advised immediately if damage is noted. Never unload or move panel bundles that have been opened without adequately clamping them. Without the banding to hold the bundle stable, panels may shift during unloading or movement, causing the bundle to fall. • Never use wire slings to unload or move panel bunnies. When unloa&,ig or moving panel bundles over 20' luny, a spreader bar may be required. It is the erectors responsibility to determine the location and number of I'It points required to safely unload or move panel bundles. When handling individual panels, always wear protective gloves. OSHA safety regulations must be. to! - lowed a', all times. • When cutting panels, always wear all required safety equipment such as safely glasses and gloves. Cut panels with nibblers, shears or snips. Do not use abrasive blade saws as these will rrett the Gaivalumee coating causing the panni to edge rust which will void the Galvalumere and Paint warranties. Drilling fas- teners into panels will create metal filings that wit' rust and create all unsightly stain. Metal filings must removed by sweeping or wiping down panels immediately after installation to avoid this occurrence. PANEL STORAGE If water is permitted to ent;r panel bundles, it is necessary to open bundles, separate the panels and dry all surfaces. • Store bundled panels off the ground sufficiently high to allow air circulation beneath bundle and to prevent rising water from encoring bundle. Slightly elevate one end of bundle. • Prevent rain from entering bundle by covering with tarpaulin, making provision for air circulation between draped edges of tarpaulin and the grourd. Prolonged storage of panels in a bundle is not recommended. if conditions do rot permit immediate erection, extra care should be taken to protect panels from white rust or water marks. If panels have not been erected within three weeks of receipt, the panels should be removed from the bundle for inspect'.on. Condensation may cause damage to panels. The manufacturer's Paint and Galvalumem' warranties do not cover damage caused by improper panel storage. PANEL MAINTENANCE Never allow Gaivalume@) panels to come into contact with or water runoff from dissimilar materials such as copper, lead, or graphite. These, materials will cause galvanic corrosion of the panels and will void the Galvalumcv"', warranty. This includes treated wood and AC condensate, both of which contain copper com- pounds. This also applies to painted panels. Always use long life fasteners in all exposed fastener applications. Non long life fasteners can rust through the panel at each exposed fastener location. Use of non long life fasteners in exposed applications will void the Galvalume'` and Paint warranties. uD-63 SEE www mbol at FOR CJRRENT:NFORb1ATION S!JHJECT TO CHANGE An Hour NOTICE EFFECME APRIL', 20!4 M tRC7y5TAtt:'. PAftTNFit , i,-. Uhn m U.c-A. 06 1377 SM Houato TX e77 713-K21 Indianufw,is IN tali Pt .,it, AZ 883 531 224 Adel, GA N't 4 G 2 i Lubbock, TX 800 T P2.4 ch ­ d. VA 3 '44'2"e4 A4lpntp CA 7,'i '12q M pF' TN Y1� D. 224 Romp. NY8U1.51-11" " A— CA:UJ -:.911524 ONIxh.T C:ty, OK 5,:05'175224 Salt Ldc C Y UT ,+(. -17d 34CA mile,, TX A(1011.1,2 I" 0, t he, NP Noy" -.53 1:2, TY 9^p„+'.d-r-.2.?4 4.. Panels should be protected against exposure to masonry products, strong acids or bases and Solvents. Exposure to these agents may etch or stain Galvalume nlu,;Qrr panels and cause painted panels to blister or peel. • Never allow anyone to apply any coating or patching material to the panel Surface. These products may contain chemicals that will adverse?y affect the Gaivalume Plus or paint coating. Also, water may become trapped between the coating material and the panel, causing premature corrosion. If you have any question as to proper methods to use in the handling, storage or maintenance of these panels, call your nearest manufacturer repro sentative. NOTICE bor! to a€ annf` 3 c', f r azo. ne r d 3.3.. • t 0 I t o ar tc ! 3f 3 i a n nT I ciA to vilzict 2 r I. ,. Flt .tT(Y1n En5) r x c1Tn ( pTn€i 11 4 t !} is F to .;. i LE { to .it i t! .n '3T3 t d V 31'.'. 't,. V 1t ,r G { 3 E E t #I { .. r!iFh 1{ , +e to r .int _„ t ,: K r.,d a, 1,1'h -,3a ., Cod . , u ARIL 7, 2()14 SEE Y.^.s tn.c FOR CURIal,I I{-ORM.ATiON 4JH..!FCi TO CHANG'c WITHOUT NOTICE UD tl4 EF -ICJ Ae I, TX d i..,1 l N n MS 6 d2 8224. P`fos AZ 3N 31d1 Acpl6At d4'. G224 L bb h TX J n l 4 Rich d VA o 224 A-1. f A 121"24 Mxl,ilo a TN 8 ) 32 Frsm NY 'd ,ktwa LA & a2.. n724 okiahama Grty, OK S - 9?v'224 San t k CI VT OJT G 4e'4JA D:dta T% D 3 .'¢ O,nahA, NE ban Amm� o, TX 30n t93 0224 intlian.w1m, IN 3,,,-755-0224 Q Metal Roof and Wall Sysicins a U "I m 0 0 U U P ■ ■ W 0 o Q co E o a .c to w o U Lu Lu O Scale: NOT TO SCALE Drawn by. Checked by. Project Engineer: Job Number: Erection Guide Sheet Number. ULD15 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A Metal Rauf and VPall .S'),reales For current information, visit our Website at www.mbci.com. Houston, TX Adel, GA Atlanta, GA 2280 Monier Avenue At. Mer, CA "O lndue'ry Way 14931 West Hard+ 1501 Rogers Road P.O. Bax 4A47W29 P.O. eox 793 P.o, Bex 38217 P.Q. Box 1107 316 80lf9 o' 74'301 877 713- 2247233 83614466224 b77 512-6224 Dallas, TX n,,JI polls. W Lubbock TX M n1 I' ,, TN A00 H .vay it Nonn '60,t Jack M:Kay Filed i r.0 A4.. Il 011. hJ I EatFM-40 101 eox 10133 P:0. Box 366 P.O, Box 1210 'X P.O. Box 6r i' Sr!elbyvil!e. IN It; 116 l.uboock, TX I WAB Hernando. MS 38632 Ennis, 75120 800-6`3-224 800-73'5-622.1 bKD 75?6221. 800-20C:6224 Oklahoma City, CK Omaha, NE Phoonix, AZ A Richmond, VA 8(,l So t: A 11 7000 S E 'tu A ua toil E 11' A -nue -3' W. South 9., .i.,o F O B 39 PD, Box 23 P,O Box 95958 OK 71`43 ozrii NE 19 8004 8 6224 AZ 335.. h' •, yA 23834 Ok h ;n 1 C ;. , a00-597.6224 APB 53 '1.24 800.724.622 Rome, NY Salt Lake City, UT San Antonio, TX 6168 State Route 233 T 155 west 2300 North 8677 1-10 East O. Box 4141 P.O. Box *027 P O. Box G' ,'some, NY 13442 "ah Lake City. UT 8bt t6 Convsrse. X 78109 300-559-6221 ftr-074-2404 90r598-6224 M tRC7y5TAtt:'. PAftTNFit , i,-. Uhn m U.c-A. 06 1377 SM Houato TX e77 713-K21 Indianufw,is IN tali Pt .,it, AZ 883 531 224 Adel, GA N't 4 G 2 i Lubbock, TX 800 T P2.4 ch ­ d. VA 3 '44'2"e4 A4lpntp CA 7,'i '12q M pF' TN Y1� D. 224 Romp. NY8U1.51-11" " A— CA:UJ -:.911524 ONIxh.T C:ty, OK 5,:05'175224 Salt Ldc C Y UT ,+(. -17d 34CA mile,, TX A(1011.1,2 I" 0, t he, NP Noy" -.53 1:2, TY 9^p„+'.d-r-.2.?4 4.. Panels should be protected against exposure to masonry products, strong acids or bases and Solvents. Exposure to these agents may etch or stain Galvalume nlu,;Qrr panels and cause painted panels to blister or peel. • Never allow anyone to apply any coating or patching material to the panel Surface. These products may contain chemicals that will adverse?y affect the Gaivalume Plus or paint coating. Also, water may become trapped between the coating material and the panel, causing premature corrosion. If you have any question as to proper methods to use in the handling, storage or maintenance of these panels, call your nearest manufacturer repro sentative. NOTICE bor! to a€ annf` 3 c', f r azo. ne r d 3.3.. • t 0 I t o ar tc ! 3f 3 i a n nT I ciA to vilzict 2 r I. ,. Flt .tT(Y1n En5) r x c1Tn ( pTn€i 11 4 t !} is F to .;. i LE { to .it i t! .n '3T3 t d V 31'.'. 't,. V 1t ,r G { 3 E E t #I { .. r!iFh 1{ , +e to r .int _„ t ,: K r.,d a, 1,1'h -,3a ., Cod . , u ARIL 7, 2()14 SEE Y.^.s tn.c FOR CURIal,I I{-ORM.ATiON 4JH..!FCi TO CHANG'c WITHOUT NOTICE UD tl4 EF -ICJ Ae I, TX d i..,1 l N n MS 6 d2 8224. P`fos AZ 3N 31d1 Acpl6At d4'. G224 L bb h TX J n l 4 Rich d VA o 224 A-1. f A 121"24 Mxl,ilo a TN 8 ) 32 Frsm NY 'd ,ktwa LA & a2.. n724 okiahama Grty, OK S - 9?v'224 San t k CI VT OJT G 4e'4JA D:dta T% D 3 .'¢ O,nahA, NE ban Amm� o, TX 30n t93 0224 intlian.w1m, IN 3,,,-755-0224 Q Metal Roof and Wall Sysicins a U "I m 0 0 U U P ■ ■ W 0 o Q co E o a .c to w o U Lu Lu O Scale: NOT TO SCALE Drawn by. Checked by. Project Engineer: Job Number: Erection Guide Sheet Number. ULD15 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. DRCE3A ENCE3A I ; , TBM bOd NAIL IN JTTER. E N T L E R A V E. _ ' -— -- N T L R A U E. LEV 2!5.48, NVGD - - TIN EN'S G 556'43- j EX15 1 1N'G { G _�... I CATG" 5451N F 1I I _.�i I 1 I I 'ELL '2 EXISTING AC. PAVING TO 4'E!'1A!N � i ►11 < < I �, v � ---� 1 _t __ _ 1 ____1 - ❑_ �_ l__I \ t v� #� I EXIST NG it cs i I C. 4 rc fy �I k G a l EXISTING BLDG ? - 4i f vwv to, I_}�' •-' ' va _• \ ! n Q, XNX 1 o I I I � � I � t to -- —x— — x — x- — --X — -- — — J— X- 5L DG toy— i'' - - I :� � Z __ _ _ ._�.__'-•-!max—' -Z�_ _,�x _.. �_ x_ X.. r _,, 01 EXISTING AG. FAV!NG TO REMAIN ' EXISTING ' - -_ _— w_ 7 �.a WELL - -- -- - --- _ _ --- - r i PLANT ------------------------- x ' I -- Q st I � •e \ 1 �/ 4�_ tl t a i f /// j I i i I ; fi' PROPOSED —„I r i % / %' / { 0 I I / / ✓ I I V i Tn / r i' t /r �/ t BLDG 3 f } I / ✓� 1 / l // I / i i - IS 33 EF. f g < �`v r i W rt� I J i I T. 'I I 1 1 -i ,I 1, i 11 ! , .� z 1 0 �`. . ------------ - WELL'S 1 ry � 1 � r•I ? �� x'!, � '�t `1 t �t�l)1 I I PROPOSED' , t� \ t O �` �.� _ ( -G �- WELL _J Loi i r �' f• / 1 + • i r I J / r I 1 f J r I. 1 D 1.: '4 }� ----” »o- i ! .... t I � J I" Tom. �+,..... +til.. U % / I 1 i `r .I J i 1 S 1 Lf) 1 t t 1 � f oil ; I .' r LQl 1 / ✓. 1� 1 \ .' 1 I A I e I BLDG 6 / / / i i < 1\ -- EXISTING AV1 /�,/ ,t TING A.G. -CpURB TO Ex45' R­1AIN Lu i. t 'S 1 \ l , r , n 'r , r r 1 RIMA' y- 1 V1NG To 09 tom`: \ y _ 201 DRAINAGE EAcrraENT A. P �!! 1 1 A - - We go --- --= =— Ey.15T INC\ _ ¢ ' I I I I �. PER RSN 88-0393 r- d 1 i L 4AINAGE EAScMEV' -- \ A 00 \ x TNG oft — '39 ��----------------------------------------------------- o A A F U. -- PEEE R 2006-048. ------ , ; '"°� E E T i 4 :- ---- j❑ C 2 O \ _i _� I i C1 81' 1 ' - L- \ 1 DETAIL �/ 1 e -r-' / i / / j\ j ! i. r ! / i / / /, / I I \:' ; t. , I t a iJ / / I j' l t / r r' / i / / 1 - - --� Y— W J'' / I r j I / r // j f' f i % r i'r' j /' i ; i THIe j A 1� I ! % J r / i' r j �/ /' J' i 1 i r / /'I% � / / � % r / i' I i� % /� I --- _ Ir— i I` i / / / r' i' I ,J % •24000 5F / , .f/' / , f //'%/ % /'/%/ � 7 AND GUTTER I x 1 Ji '; I / i, j % , i' J' // / ! / f / / /• ! r f'f/./, i. 'i J J' i __ t'� I r JJ IX 'I% " / r' /' i /'/ r r / /J` ✓ i f I' , % /i % / I / / ' / i �f ir/ /'' jt l ' �_r� i c_ `-----------------------------------------------Cw- - __ ttt X - -- \ k I I I ------------------- \ --- PROPCSED �ilY' \ t WELL "'T I � I /EXISTING WELL j DRAINAGE EA5E ENT t �I PER RSN 88-C3''3I x - x x - I�lx x - x x - T_� - x x- - x --x - -x x - x x - _x x - x_ x _)I— x -x- x _x- r� --N56'38'S0"E 48"1. iCa' --------—— --------------- IB ��' � EXISTING 1 I EXISTING DRAINAGE DITCH FH. * I O ( E L D /� �/ I EXISTING DiTGH i 1 ------ - -`l - - f - - -------f �Y ------ - - I 1 n,, eITEFLAN: F�� 0 BE NCH MARK: 6Od NAIL IN GUTTER AFFROXIMATEL r 205' WEST OF NORTE1WESTERLI' Pr,OPERT1' CORNIER. ELEVATION 215.48 NVGD_ VICINI 1 "� 1IAf=: NT& 6° eLAGK LETTERS CONCRETE ON Wt-I'TE BACKGROUND WASHOUT lo 6' MAX 111 111 3'X 2't o - PLYWOOD SIGN 2X12 FRAME MELD FIRMLY IN 1.+ / C /PLACE WI I N IX2X24 S I AKS GI E0TI-4 SIDES NOT MORE THAN O� r O.C. FOR FULL PERIMETER EXISTING 5u1LD!NG I I OWNER PROPOSED BUILDING Tl-tl5 PROJECT EXIST INC F" VERTICAL CUR, -"3 62g ENTLER AVE. BOX 36 II I' I , CHICO, CA 95928 �\��, G�S'GNATED ACCESSIBLE P47:4 OF TRAVEL PAINT PHONE: (530)-624-1998 p'— �f FAVE'"1�Nr WIT" fo" WIDE W' -•SITE 5T.RIPE5 AT BCRaER AND - FUTURE BU!LC!NG BY S��ARATE �EP"^T /. I L PROPOSED WALK OR GONCRE T E 5LA5 ON GRADE Chiu PROJECT LOCM T ON 629 ENT LER AVE. Co" TI -:IC{ W`t 4 6 /1'a/IO/!O U2 ' EilZI _-- GH1G0, GA Q5928 - f.f , •t' yA.� w7 I d PROJECT 61 TE VICINI 1 "� 1IAf=: NT& 6° eLAGK LETTERS CONCRETE ON Wt-I'TE BACKGROUND WASHOUT lo 6' MAX 111 111 3'X 2't o - PLYWOOD SIGN 2X12 FRAME MELD FIRMLY IN 1.+ / C /PLACE WI I N IX2X24 S I AKS GI E0TI-4 SIDES NOT MORE THAN O� r O.C. FOR FULL PERIMETER 2X12 FRA''E HELD FIRM! 'r' iN "LArF WITt-J IX2X24" STAKES A i BOTS 51DE5 NOT MORE TL -AN 6' C.G. FOR FULL PERI'"IE T ER 10 MIL V'5 UEEN LINER W!Tt4 / EDGES LGPRED 12" i SEALED 4- 111 yI` IC MIL VISQUEEN LINER W!TN EDGES LAPPED I2" I SECTION B SE4LED 1 Ix244" 5T4KE5 EA SIDE OF FRAME DETAIL rA,� N78 CI X SOIL L055 d 5T0RMWATER POLLUTION PREVENTION I. NO Sn.IL DISr URBANt 5 A• L OCCUR P , R, TO G.IA.tiN A BUI LDN i C GRADING PER' 11T. 2. PARTY RE5PCN515LE FOR IMPLEMENTATION OF STORMWATER AND ER05ION CONTROL FEATURES SHALL BE: R!CK CUDGEL Ca2e ENGLER AVENUE CWIGO, CA 95928 PUONE: 530 624-1998 3, EROSION CONTROL MEASURES 5�44LL BE IN PLACE BE`WEEN OCTOBER 15 AND APRIL 15 AND UJ4ENEVER RAIN 15 FOREC45T FOR TI4E PROJECT vICINITY. 4. 1-ON5TRJCT.ON 5144LL BE 5GHEDULED AND EXECUTED IN A 1''A1NINER THAT LIMITS BOTH 501L EROSION AND POTENTIAL STORM WATER POLLUTION 45 REQUIRED BY THE CALIFORNIA GREEN BUILDING CODES STANDARD SECTION S.IOh. 5. M=_A5JRE5 NOTED 5G44LL BE I"PLEMENTED TO CONKOR"I WITH TSE 'BEST MANAGEMENT PRACTICES' !B^^p'SJ OUTLINED IN TI_4E GAL!FORN.A 5TCR"'l WATER QUAL ITY 4S5CCIATICN HANDBOOK, NOV_MEER 200`3 EDITION. 6. ANY -,CIL TRACKED FROM Tr4E SITE INTO TWE PUBLIC STREET,. 5"ALL BE CLEANED UF' AT THE END OF EAr_ • WORK DAY. 1. INACTIVE 501L 5TOCKPILE5 SHALL EE COVERED. ACTIvE 501L STOCKPILES SHALL BE COVERED PRIOR TO ANY FORECAST RAIN EVENT, 8. EROSION GONTROL MEASURES 5•=4LL BE MAINTAINED FOR THE DURATION OF CON57RJGTION A CR UNTIL ALL EXPOSED SOIL 15 COVERED WITH FPv!NG VEGETATION OR G7r4ER F1INI5'# SURFACING AS SOWN ON TF.E PLANS. °, WASHING OF CONCRETE ECIU!PMENT AND TOOLS AT ANY LOCATION CTNER THAN THE DESIGNATED W45W-CUT 5WOWN ON TLIE !=L4N5 15 A VICLAT!ON OF LAW AND 5UBJECT TO FINE. INDEX OF DRAWINGS G1 OvE RAL L e I TE PLAN C2 e I TE DETAIL A 1.1 FL OOH: f=LAN A1.2 FLOOR PAN D E TA I L e 4 NOTE e A2 E L E VAT I ONe A3,1 5UILDING SECTIONe A3.2 FRA1~'1ING; DETAILS e 1.1 FOUNDATION PLAN BUTTE e1.2 FOUNDATION DE"i AILSCOUNTY '' II /� �,I,� MAR 2 6 2015 U i U T I L I T� L A I OUT DEVELOPMENT SERVVTCES I X06 7 E EXISTING 5u1LD!NG I I OWNER PROPOSED BUILDING Tl-tl5 PROJECT EXIST INC F" VERTICAL CUR, -"3 62g ENTLER AVE. BOX 36 II I' I I CHICO, CA 95928 �\��, G�S'GNATED ACCESSIBLE P47:4 OF TRAVEL PAINT PHONE: (530)-624-1998 p'— �f FAVE'"1�Nr WIT" fo" WIDE W' -•SITE 5T.RIPE5 AT BCRaER AND - FUTURE BU!LC!NG BY S��ARATE �EP"^T /. I L PROPOSED WALK OR GONCRE T E 5LA5 ON GRADE ------- _ -------- FUTURF cURB/CURB AND G T TER PROJECT LOCM T ON 629 ENT LER AVE. Co" TI -:IC{ W`t 4 6 /1'a/IO/!O U2 ' GH1G0, GA Q5928 2X12 FRA''E HELD FIRM! 'r' iN "LArF WITt-J IX2X24" STAKES A i BOTS 51DE5 NOT MORE TL -AN 6' C.G. FOR FULL PERI'"IE T ER 10 MIL V'5 UEEN LINER W!Tt4 / EDGES LGPRED 12" i SEALED 4- 111 yI` IC MIL VISQUEEN LINER W!TN EDGES LAPPED I2" I SECTION B SE4LED 1 Ix244" 5T4KE5 EA SIDE OF FRAME DETAIL rA,� N78 CI X SOIL L055 d 5T0RMWATER POLLUTION PREVENTION I. NO Sn.IL DISr URBANt 5 A• L OCCUR P , R, TO G.IA.tiN A BUI LDN i C GRADING PER' 11T. 2. PARTY RE5PCN515LE FOR IMPLEMENTATION OF STORMWATER AND ER05ION CONTROL FEATURES SHALL BE: R!CK CUDGEL Ca2e ENGLER AVENUE CWIGO, CA 95928 PUONE: 530 624-1998 3, EROSION CONTROL MEASURES 5�44LL BE IN PLACE BE`WEEN OCTOBER 15 AND APRIL 15 AND UJ4ENEVER RAIN 15 FOREC45T FOR TI4E PROJECT vICINITY. 4. 1-ON5TRJCT.ON 5144LL BE 5GHEDULED AND EXECUTED IN A 1''A1NINER THAT LIMITS BOTH 501L EROSION AND POTENTIAL STORM WATER POLLUTION 45 REQUIRED BY THE CALIFORNIA GREEN BUILDING CODES STANDARD SECTION S.IOh. 5. M=_A5JRE5 NOTED 5G44LL BE I"PLEMENTED TO CONKOR"I WITH TSE 'BEST MANAGEMENT PRACTICES' !B^^p'SJ OUTLINED IN TI_4E GAL!FORN.A 5TCR"'l WATER QUAL ITY 4S5CCIATICN HANDBOOK, NOV_MEER 200`3 EDITION. 6. ANY -,CIL TRACKED FROM Tr4E SITE INTO TWE PUBLIC STREET,. 5"ALL BE CLEANED UF' AT THE END OF EAr_ • WORK DAY. 1. INACTIVE 501L 5TOCKPILE5 SHALL EE COVERED. ACTIvE 501L STOCKPILES SHALL BE COVERED PRIOR TO ANY FORECAST RAIN EVENT, 8. EROSION GONTROL MEASURES 5•=4LL BE MAINTAINED FOR THE DURATION OF CON57RJGTION A CR UNTIL ALL EXPOSED SOIL 15 COVERED WITH FPv!NG VEGETATION OR G7r4ER F1INI5'# SURFACING AS SOWN ON TF.E PLANS. °, WASHING OF CONCRETE ECIU!PMENT AND TOOLS AT ANY LOCATION CTNER THAN THE DESIGNATED W45W-CUT 5WOWN ON TLIE !=L4N5 15 A VICLAT!ON OF LAW AND 5UBJECT TO FINE. INDEX OF DRAWINGS G1 OvE RAL L e I TE PLAN C2 e I TE DETAIL A 1.1 FL OOH: f=LAN A1.2 FLOOR PAN D E TA I L e 4 NOTE e A2 E L E VAT I ONe A3,1 5UILDING SECTIONe A3.2 FRA1~'1ING; DETAILS e 1.1 FOUNDATION PLAN BUTTE e1.2 FOUNDATION DE"i AILSCOUNTY '' II /� �,I,� MAR 2 6 2015 U i U T I L I T� L A I OUT DEVELOPMENT SERVVTCES I X06 7 E II I I I �1 II I' I I I o I d 0) LU 0 N UJI Q LL a rt jI I O Lu Lu m (0 z��� z 0 X 0 N �maz o n, _ V VV+a,a .�} z F- U � � U w UO UU � 7X p0 �Q m r � r—n V /W :3 il (V OW z A � > (P L�mO 0>A A L �J f IL W Z� :3N:1 6W w J j � F - LL U SCALE- " JOB NO: FILE: C: \user-,\PCUse1\Deskton\14047 CUDGEL #36\045-C1x wg �4 �9 P.G.C. Q PARKING BUMPER Di O CONCRETE CR A.G. PAVING WITH 2% MAX ' SLOPE FAINT 'NO PARKING' ZW!T.» I2" LETTERS SIGNS 4 MA KING 1 ,1 INTERNATIONAL SYMBOL O=:ACCESS!B!LItY SIGN INDICATING FUBLIG ENTRANCE. CBC II2'T E.3 ACCESSIBLE PARKING SPACE IDENTIFICATION SIGN 2 PER GBG 1129 5.5, I"IOUNTED AT 80" ABOVE FG WITr 4 VAN ACGESSI5LE" SIGN MOUNTED IMMEDIATELY BELOW THE WHEELCwAIR SYMBOL. SEE G2 36" S^UARE SHOWING FROFILE VIEW CF 3 WuEELGHA!R AND OCCUPANT. WHITE ON BLUE BACKGROUND. LCCATE AS SHOWN SO MAFZ<ING 15 V615LE WHEN SPACE IS CC(--UPiED. PAVE -ENT SJcc-'ACE MAR'GING - AREA TO BE �4J STR'PED PER -5C: 1!5 -Ig✓ S;GN CCN-CRIiNG W'IT;� G6C 1129 R.4 S AT!NG "UNA'U'HOR!ZED VE"!CLES ... MAY B= TCIL'ED AT OWNER'S Ex='ENSE.... " SEE G2 PARKING ONLY < --3" W' -SITE LETTERS VAN RE=LEGTOR!ZED51,�07w WHIT EACCESSIBLE "ARKNG CN BLuE BACKGROUND AS SHOWN. MINIMUM FINE $250 DIETAIL E3 v4CZ, ES 45- MN � Y TO EN TILER, AVE SIDEWALK"` 22" M'N UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED — AT OR BY TELEPHONING DI TAI G BLANK SPACES TO BE FILLED IN WIT; -4 APPROPRIATE INFCRMATION AS PERMANENT PART C= r --15N. PRECAST CONCRETE PACZ<ING BUMPERS AS SAO" 6' LCV-3TYF'CAL. ANG�+CR GG\C<= _ I ^ci- � �-^ � FEF M.:NU-AC UR�R S !NSTR�GTIGNS "4), / ATGt EXIS'ING r .w } -• "1 'F is • < — — — i1, JfA_.a ilk; 2XlX!? RE�wocD OR ,,,,� Gam' - PT STAKE 32": G.C. c- HE4 hrET IL I EXISTING A.G. TO REMAIN EXISTING PLANTER TO u - I i (-- — — — — — — — — — — — -- — — — — — — — — — — EX15TING5EPT!G/ �------------------- — STST�M------- 5 1 TE DETAIL: I " = 2 0' KEY NCTE ALL ARE EXISTING UNLESS NCTED CTI--;ERvSE: NEW CONCRETE WALKWhY. 6" CONCRETE ON 6" ACG. BASE SPOT ELEVA TING) NEWVING. 3" A -G. OVER E" AG- BASE OVER CON'FAGTED FL FCOWEINE TG CP 'OF GRA'E S- E � D AVE - p DE"I NAtED PATH OF TRAVEL FROM PRO; OSED -BUILDING TO LANDSCAPED AREA, AREA TO BE ECUiPPED W':T�-i 4UTC-14TfS ENTLER AVENUE. FER PARCEL MAP BY FEENY ENGINEERING AND SURVEYING CURRENTY UNDER REVUE BY BUTTE COUNTY ^M M Ir`CRIGAT!ON S''STt; � GCNFCR ,INC WITH GA G--e=EN euILDiNG _ x x x z CODES STANDARDS eECTICN 4.304.1. SYSTEM ^'UST SE INSTALLED c YELLOW GLUE -DOWN DETEGTAB�E WARNING MAT CCNFGRMING W!TH GBC AT 7t -4E TIME GF FINAL INSPECT'CN AND SHALL BE WEATHER OR SECTION 112!B.3.1, 36" WIDE IN DIRECTION Or TRAVEL AND FULL WIDTH OF SO!L MOISTURE -BASED. TRAVELED WAY PRECAST CONCRETE PAR<INr; 5,, FER, 'PAR<`NG SPACE DEISGNEATED FOR FUELL-E=FICIENT OR VAN PARKING. MARF<D 'CLEAN AIR/VANPPOL/EV' FER GAL GREEN BUILD!NG STANDARDS CODE SECTION A5.106.5.1.3 G!FECTICN OF SyEET DRAINAG-E --- i DE='HED DRAINAGE IN VALLEY GUTTER o 0 0 � o o 0 0 8 221'-0" EL TO BL 28'-0" 13' -O"14' -O"28' -O.. oil 5'-O° 28'-o" I4' -o" — 14'-O' 5'-o" C I: 3. 0 G45 METERS �� � TP r— — — -— _ - -TI , ( li OX 14' EL --. O' X 8' STOREFRONT cn ® 14' X 14' R.U. --- �—� I4' R.U. — --�-- t ---aO it O d—Q' 14' X 14' R.U. 14' O � (--] X 14' I � ENTAL SPACE I rA 2363 SF. UNCONDITIONED SPACE IL �\ -CIO x I f , 1 F� C- _ I, _ = IIn II �I I -p„ 1 II I II I o� — �� IIS L L Ll — — — — — — — — — — --U I - I 0 1 o f solo w O I I � I � � x a o f � \� I 20'x8'51 PENTAL SPACI 2363 SF. UNCONDITIONED SF', 29' -O" � -----�y O 14'x14'RU.Ih' X 8' S; REFRCNT 14' X Id' L ECt R.U. r-�-•1 Q—�__�_�.__-_.�__� (I I, 20'X 8' 5TOREFRONT I I 1 PORTAL FRAME B*T' GEGO I RENTAL SPACE 3 I1 RENTAL SPACE 5 I1 224o SF. I I 2240 SF. i I ENTAL SPACE -t UNCONDITIONED SPACE 11 UNCONDITIONED SPACE II 2223 SF. II li UNCONDITIONED SPACE �= F I I I ll II II -_ - -T_------ _ -- _---___--- _ I;II it,E 11 I--- rJ I I III f I I I I FJTURE ;RR i i _ J I� � III I I L C ' li_-- — _ 4_J II i m 4it fl I. 'I If II IENTAL SPACE � I i RENTAL SPACE a �EN�'AL�"," PACE. �- � I 2240 SF. 2240 5F. I � 2223 S.F. I I I II INCONDITIONED SF'4CE UNCONDITIONED SPACE II UNCONDITIONED SPACE II II I► 11 II it II !I II 'I I I 16' x 6' STOREFRCNt I IfI I 6' X 8' STOREFRONT I 1 PORTAL FRAME B?' CE I I II �) 14' X 14' x 4' R.U.- f!4' X p4' R.U. L --i14' X 14' RU. 1 Q 20' X 8' STCREFR^N P ' .' II ownI it i SUILIDIW- ATMA: 18,33 SF. PROV!DE WALL MCOUNTED 24:10-5C FIRE EXTINr_;;UI5WER IN CABINET OR BRACiGETI UJITN TOP NO t-IORE TI44N 5' FROi" i F.F. VERIFY LOCO T ION5 WITH FIRE MARSI4,41" PRIOR TC INSTALL4TICN, T YA 600 L umeNs - /o wA++ - busk +o pAw,v \ L, E D C4N Ligh+S udder S'oFFti- FIRE DEPARTMENT REQUIREMENTS: I . PROVIDE ONE 24:I015 -C P:IRE EXTINGU!5�ER MOUNTED IN C451NET OR ON 5R4CKE7 50 TC'P IS NO ` 0RE T+44N 5' ABOVE F.F. AT E4CW UN' T 1 2. r=OST 5U!T`c ADDRESS G?N EACH= SEPARA i E UNIT AT FRONT (NOT CN DOOR) AND E4CH E4Ci< DoCR. - �CRANDALL Er,4GINEEIRING 4958 PONDEROSA WAY 3. NOTiF`` F!RE GEP4RT"E *N T 1530 -53£x -rob -1 X1/cro) !r' u,4ZAR✓CUS I P.O. BOX 124 OPERATIONS, r'-ROCESS>=5 OR STORAGE tJILL BE GONDUCTED IN `' MIDPINES, CA 95345 ANY UNIT. 4.5PECI4L P'ER!�IT FROM FIRE DEPARTMENT MA`' PHONE: 209-9155-4844 FAX: 209-D!S8-4744 BE R�OUIRED. `a 7'r,71.7 T1s: BUILDING 03 FOR GUDGEL CONSTI UGTION ON ENTLEi@ o4VENUE - GNICO, C,4 Of f = L AzN WENT GUDGEL CONSTRUCTION 62S ENTLER AVE. EO?C 36 CwIGO, CA sD52$ PI- lE: (530) &24-1c3W s.=M11"I. .u....a E REVISIONS. j � ` � DATE - MARK A j fill c, J•y- crv�� � vQF CALF SHEET BATE: ` 311h/20a5 FILE: 1. i C:\Users\PCU5er\Desktop\14047 CJDCEL #3E\045-A11.dwg s JOB NO: . 13045 OF IO i I � I � ~ Z I I ILLa 3010 d «. 0 " X ! I 000 Q N ! C. SHEET BATE: ` 311h/20a5 FILE: 1. i C:\Users\PCU5er\Desktop\14047 CJDCEL #3E\045-A11.dwg s JOB NO: . 13045 OF IO A A m < _O z w -I - T O 6 D A m ti 0 .I G1 33 1. 1. D � - I m A n J / �� -- v I -�, , , 40" Lw] U n @ I> nz rz ODz (D (r) 06 Ocn mzcn nrn ni� min Uzrn nm () ;° rA° Dz -i DA , A (n AA zO 1-(n G)(n --,°(p (nL 2 n71 L L - Ui -00 _ rEr DD )AD f()(n LD 0< )U< 0- -D r L rn ° 3 1n (n(r' MA ()DA �-0z tt O -)Z n-< @A-< AD O AO A O -- (n rA fit--fDA ADN LU Inn, C)O G� im cnz _ D (I, In t1 3 zm L [,D Fit U) (D (nA OmU AU f r -M rnU r n Uzi Ai� m nA .Oz -z -r r z m D O cl zr nAU A Lrn nth zX0 m III A A b A -i n cn n a °U,D U A- -O r - - D n rL= rD fit n(Dr0 r -D0 z <A In () A Z FIT O() rn U G) D A r - ()Lj rrt -it N rn \.] A A m 0 4'-O" I -I, ,,---7�� MIN ,( �) . - / --- \c- in< cont ()AzOmz OIT] (nD-cocn (n()D � CA DO IN nrnr-mrn --I---1 --\- O -r- � i - I , --- I�---� -��/ , \, I � . � -, �� -- v I -�, , , 40" Lw] U n @ I> nz rz ODz (D (r) 06 Ocn mzcn nrn ni� min Uzrn nm () ;° rA° Dz -i DA , A (n AA zO 1-(n G)(n --,°(p (nL 2 n71 L L - Ui -00 _ rEr DD )AD f()(n LD 0< )U< 0- -D r L rn ° 3 1n (n(r' MA ()DA �-0z tt O -)Z n-< @A-< AD O AO A O -- (n rA fit--fDA ADN LU Inn, C)O G� im cnz _ D (I, In t1 3 zm L [,D Fit U) (D (nA OmU AU f r -M rnU r n Uzi Ai� m nA .Oz -z -r r z m D O cl zr nAU A Lrn nth zX0 m III A A b A -i n cn n a °U,D U A- -O r - - D n rL= rD fit n(Dr0 r -D0 z <A In () A Z FIT O() rn U G) D A r - ()Lj rrt -it N rn \.] A A m 0 4'-O" I -I, ,,---7�� MIN ,( �) . [I) D Q in< cont ()AzOmz OIT] (nD-cocn (n()D � CA DO -- co Ari n nrnr-mrn ) rnL t-) -! r n ;D O(-1 r- U O r 0 U- O UAO ►n A -f U -r !`I �; A"' A nMIU °A ncn _cn mcnv rnrna' 3,DL Nr- Ar -A-(r- t� O nD (nor' ntrncnr (rn-;� 3 DOr- (r'Dz < n`zrn D -r_ zz0 uC)ID in r SIU �An ODO Dr A UCLA A<znn zZr- D D i { -- L A D O -4 (tP 0 ; zzI r- (n rn m nun -10D Al n IT)r in ULnD� --f m L D ITIF _ r- it z -t IT O ill Ozz �r( mrn m0A Ac It) 0-i DCt>pAFIT rr- nrn( IT inU� <1, T�nT D AUrn(�'U �� 0_rnm(r, (n nN rnrnm In 0 X1 3 ()O3 zA O3FIT Fvo 0 7A rn -DZur- n ZC7 (nrn D z r - m0 DUU() mb O U O - D -- -1 �U 7-7 0 9 7 GN in O j i Z O CP (p p .. z IT �N r- r- m C,T N w ,V - 0 m En - Am (n r= �zcn EAE(n ITT S rn ODX D0U-10-,rn D O U z A D U O (n -i - r L A(nz (ITA() U0 Amz � m -A rnc� U(D(n 0I" mOn �zDr `fit Alma -;AV AD (r(n(nm0- D0nv neo rnn �_= �AAUnn �L z -L+ ! 'U M (I) t3 A rE E E t111111 l -{ 3 r- (�l () D4T X00 (ncncn�)0-D IT) r -D N ODD cn ,-co 7- [p ,t D.�tTA D "nt Ilj CJ Z7r 3n iTTZ -f = -mEZ Z r0 mUr- (n 1), w0OIF- -=m �nnmA -4 t. UL ND �nn�Ill A(rn LmU t ()LA ImII - --IU ODbDcnI IT r o-n�, -' In AU Ln n -D Dr -c- rz0 U - - � z DD.M Or- n L i� -D0 Ornrnm()M A-- TI IU ni A� -<�) mc---DQ bin �)(n zD f,ntUUGi(Dr, 3o I- -f (D -n OD �-),m li Kcnl'tirt nAN A >, () rr.- z0 m r r tit (n -f m O D i m �► (n tnA , D U(t' cnC7 O�U rnnzI- r rn n �A 0 UD r 0-i Oft �p mm OA() DnU (A AD AA In F- Dc- (nD((--- U)U IIII--- nm n@ D p m P !to p UGC O -It Om cn U -n Dz(n r z O. FIT O N (n nD O(n D m [- A rnm--DD A (�;; (; � () 0 7 - fri D -IT U 0 in < r- t- 7Gl ADrn D -'N m -i n ASU (n ° rn U D ( D O n Dm. 0 '-ITT In (l III 0 � N inn L xD n ti, (n 0 O rn (n X llil r-mO 1-1D C N -<Nm 11�`io m' z0 r- iDF 19 rOz_A rrn ,j 9 (p=2 r -[ 1 -4 1- z D 110- ,�= w �. r R ZA - r- _D�-f / �� u 9 � tr - \j � �, U71�-0� r--aDrT rnT�� N O ,� D QI 30%8 I ' p � 6 A - --- - --', - Q r A 2 A � � (P -41 -4 m LU m E P an m O (1 . D In'n-.�U,1,rnA (P -i �-- D tnCD(n�, D rlr0>L��-1r(P ON-- U(nN (lrn; AO rr- inNrn-t r6 n . D � fir- (D A) no ' o()z �'L r� "'7 O� F-14 -40 mN XRT, _ z Om AE(Dzr O A�%z z@ Av't c(n mn <O< --,(p (n = =n, A ;m-,00 A =cn 0D , Z Ai Cn z(n zAz- Orn -,t0 E ITT" D(r' �Lx m0z OAA Uz AO t-rrnrA m0 n I � 0-# z rIFIT AzLt(1)L USA SAN nOrnA �w zD (1, �-," liiITT Em = rir U z[DT-OdM n A OA zX, .. -r< D ? Dcn Lrn ti N n cnDrnr-cnrr- Or- ' --zA AA-0� In ' (t'r1r r-<inO r- In rn D D AUI: f0 E 0m., LOQ, (1,r'nt� �)+� Dr @t�DD Cl �' mb O A D U () - -I 1- + I rn @ z ci c(mnD=r< --+U 00 - -rL 00 cnL TT (n DO 1,�, D z_t)z �m {A1, C)rU U7() Zm n Dr 0 -+0 - D - -- U, A cnAU - _I °D3 AOD 6G)7� ;'0 D 110nA r -IT �() (n O X-)3rUrt nm oG�-Ti -4m z pr =A rn A�ilzI O< OD 0 (n6OODZ -#MFIT A °m -; r 0m U < in -4 Az m ; rn Lz- nI--(n Au,E nA �cnrn n? Cil rnG rn - � UD D O m 1r - Dcn 0 Ino -I -,A O OE +r q min F nUmU -4M -4- <zA r -z I- 10 T- I r Oc AOp0OD Urn Dm c�D ",iri D ir(rni>*A A (pA Z (D Oz0 (n3- cn -7OG) c- - r rr O -4 7_ -� D it -+ n 1= 7C m -r' -+ O n - T n z (D r- 1 m rA1>A [D z0() A 0 0 Inc; (n U-0 O Oc(D' ter- ()(nm O 0AE= A Cl U10AL in zD E (pr' O ct,_, rn _ r- 0()-- ITt m c 0 1,' A Ill @ G)��D mUA rn Al r. (n rn ��S-3 U - E nt U r r- cr, A U -. A c Z (I> n D A m In () <0 I = () HD-1 c A FIT r ::; z0 D Urnmm , @ A L 7\ (n U 0 A ran . z .t -� ( P w ", U n m � U n (D j>. L '-D (n -r N -D Z" c U@ (D n (- >, -1 z 0 cn D -1 r- Z A N . A -D L-nmcnZ -n me Or- O(nc-0 AL OOrn A ()''IU'L 03z 7 ,zm7 -D3A D-- n D[11 =-1 i Ont nTmA DDO nTr_A [Dr Dr=m Am bink) 0 Ltrr -'cn 11 I. (t+ A(nXcn r-0rnm Az 0z 00 a - ()'1 00OUr Z Ar`Jrn °�- rnrnU_n :i)cn D-nSD y,A D - D D D DO D rnZOcn FIT (1, zcn t)r (nrnr m1, [77_ ,�'O rnmzcn r- nrn rrt n zt rT1 nt U rn D m i U, - c -I D n D m -r n Z O r- t) () -0 n FIT cn G) n Z D < iT] III m r rmZ O m Am 0m (n -cL c- D-QG�O U 71 tl zO� m(i �0U @ Duty �zt} Ci �(��C,1 n�D A Anr AAn D 11 -t A n D-i�jZ j D zrErr9� nrn LAUz UD r=mcn <zA rnD LO -, O O 0-+0 O 3 DO L O mD A I IT] (P r z 0- SOI: DO O 0-01,_1 cn.n Un_EUr---m-nr- GSC n D O7_ Oiin --i -,A ADA A AOA nL in I EA r- Ill � m 1Z2> m rn� �1O m -<- z A >;41FI;L (1 -D -n (n A(nZM jrn�A Acn rcn m D- ,� nn °(nn�r'rn-' (nrAr mA n�An -rcn 0-0- 0 m -,D-JD.,0r D OD D Zz-Ir rL LL EOzOm z-_ Azn-i n4 r�- c�i� mN z[n- p nm U(mi - - Z u'r O()- r zrzr- rnn,x0 �D LA rnC7Tr�t�, ,� Oz nUn�AO mUcrrra ED --i M mn m__ r z- O r- F- I- n -+ ,1 D -r 11 D L U O U -1 1, tD r_ r nr r- z (l U n, r Rj - O L , ,t Z m Z A D z -r 71 D z (nLn1 ( �{,1- r<r <�A mrD�`' rfl mrii nc,- cern a U(P ALArn(r,-r inZ �U nA im n0 AIr� N t m m Ur-u,m G) rnrn3 , D E_ D� -A Arn�z D - A DA A D +A zA 0A -_O rnm D D�Dm Z0 U3 to =A---r� zn, icnO III �i(ir IT 3-43< m_ zz� () ODzrn-i 0oUA c-- 00L -n rn Z 't � O D- m U n c_ -n 0 =i ii r 0 (n it + m L �n , cz- O n <cnU _-10cn <Fit c A -0( )P7 00 A r -r ?<� D 7m_ A0- OOn = mQ>-n() r� zmL A-, A -i Ac0 I in ii rn0 )O AcnA -0 Z Urnb r- i� D m r (n A -0 G A z rn O- 1 r -i O- UntcD U� rn -i r- DOnrn OD cnD G%DZA U 50 IT fjAzO G)r Q) -n() @ �Acn (D!n� l III In DTio < LpOA A + rn1, OOrL� O Dr III -I Ill -i mnD� m� --< Fit = DD �NDG� �< -Dmi_ <Dr D Om nr- ,t,r() A rn z.rn= UpI-cn Ucr T (D A m;)r DDz0 Urn n n ON )n' =r nr I �zc"(t f_i'cnArn Ozrnz DL rn-rD m - (n n3U-n z -n -I IOc-0-O n -4OzD Di () FIT -I Lrn FITL O -0 D-X A ZI-- Ab m ,v- O zirn w D -� fir- L 03 UO�-i L- D - Z_, -n A In zI - - r [A -ID r -um D rn <m>O rn -rr - cm7 O rn- �_A A MMIT](nr UO fitrnn --r m0wz m, (D O( i 1(nU(n 0 30<-4 D Dunn) z[D Ur Ul �'rDrn tr(nm DZ rn U - ZII zA Z=G�z-►D rr- DinO rrr Omm -irrt znrn QUA n rrrG� O U rnm UiiT A z(1) D G) I- O zUA n AA -r -n ,D(n L Aa0 A-, i0 ( Dry i D. Ap ,-1 U mz nZFit r E =A7C A (r'Girn rTr< UptJ> O ` con (l (" n 7D00 [- n ° E Lz(OU z "Dr7rn (n. O O1'- rnz_< Orn r11(n0 U - In -"O �m 9U in cn OG)Dic _ IF 0DOIL S I: A r D• --I z n A tri - Dz 0L A-- zD D� j nt �U ./ III , zn FIT 700 G)LpA n m U'Nin7 �: py,(11 rnA� rrZ1-LFIT i �(rD A nU � irCU 0 -t uA w -,z_ III -i O A UTD0 (n <zUz Zn -I mm : ( -, Z nD = A Dm n DAz zE r N Ocn + >, cnUmL)�' O� t -4 z 7)° U (Az -1 O trio z zrn rn D U L rn iD n c z O - (n U) rrt (n 0 n Z i rn -1 (n O U O nl . z ni o Z U O III = N F- A n D O L z -i X -i L n to AI D rn U n D D O O . (n () n - r- A A n (D (0 A � (P A w N - r-- Ecncn cnE 3 ncncn(n (p (p -1Dcn 37E3n OD-+--�_(nzD -D-coD U3-1EOA L LL rm rL r�(AiA rD� I-zn �� bOrnmO t i -0 IT] ODS mDm ,Ar -i -, if' m m D m z tri � (n N cu uA z Dz O- -U -C = -. r m AA crnA7z .� 0Z D ni O --fu- 1-� c EDmm cn -Oran D E- D- 0,c-0In(nm (D c-n(r'cin jFitL G� TircnDD15 r- �(n0fti U) (P t'O c: J3 0-(p A()X nE (nAr- Oo --,U D n XO �AODL mD DD 03z -4013- mL .. ' N Oz - n MAA L -10rrr Z-- -I , `;inn? -i _ -' () -,U nOn -4 U -z -r --I fT 9 11 r1>, Um *> () cn r1A `EE Am n<z nGi °0 cr _(n° N0 mLEnE �� L me - z_ rn� rn 0 i �", L rn A r 00G) , +-I AOzrnZ .3 D 1L1, O OA U1, �LALA� - 3 E Dncn*I (nN <p 3rnL Oi AA ,na- r_(n cn-, Or(nnrZr- b�;z 3A1t,-1 I> C_ ,LJ rnm -w-- (n I- (p r n' z(n 01, (n0 DD AO(;T'() LA nr,G�nr, 0"Iz M - L(n I zD z i - rnr_ , A_�' O Oi �c�On (r' - OD �► , cn Ornrn - {D M nL CSA 7Ac >' mADz v'L FIT n D Vc°np7i O11OAr -rA DOmc Or.D inncnFIT r-rD-1 r - i - 0(P -33 O D - (n -I- OA Z (D --f ",- rnm-rG) A 7_znSJD -6Z A(r'---rpcnm a't�0(, ic) GZ G DLOGi AD Oh -1(1) (pA, - Q;U 2-L, nr mz- rr- DzU (r)6 1> -D j�7 -DOcDn0 Dir 3a D mmD� _rDU =O \nr , -1, U L - DA OU z- r NOc ttDOOUDcri A0 -IO 3 z AD m (r' ML: t,1, ,, z Dmi--I r D(nrnD - in-rDzrnc <A A -f :R U LU�FIT -I (P AU, =U 0 +IUcn(n ,U,n,mS ",@ frt-iOcni�r z_. OA=1�U DG)DU M rn rnmZr. T ni F" Dm (1) (P o-1-D.Tm I'm D1 , t z-- DZU-11 OAQ. r rnmcn �A O UUmp m nA nm pnc O(D-mrn aiZ(-)N-, OD z()u�jo D0A n0(p () 0 �,� z , (n Az - (n c -D A EE U -Am (1_-' Linz O D w +m�D z -I p ITT nmAm Nn= iAn nm EEE +D UAOEIT Irr-- rD nU-AU2 ADn Db(nOr;-4 LAA -r mL AErrtm L E -, 1, �On UD(n Tr r -L mIF() C IIT(P -_I UO(r'Orrt(P nT Dm ;D- (n In i_ A OO -,D z -4UU O -r EU'E m N z IOE r0r-p4 FIT OLb-Ic U30 1,G)D--n zrrn(n mz z (na-f(1, A r_ On Dm ,D -r" elm < r� (r'-+ U � nN (11Dczn iJD0u'nC7 0 I>.L -t Fr] (1 DL1, r- nz_ ODnr-D AD(r'L7 ZO D. -<r>.n, UZr-'^Oz_ _ zzE > D(t' nt --< 2f Z I- im Ln D-+7 0� LrnG� O -co -IE -n ca -L :1 -A 11m D r -N r n L -i L-nOG Dcn w -In zm(p L D u,: rrr O Fri LA (nD L muiro L (D [-it nor-Drn �> -r; z' rn0 (n-. ArnD D,1r (UAA(D) III D A 1, cn. C)z L3_ z 3. A (n DA mA - Cf- i_, OAz i DL_mD n OLA U (p , �(n_m_�7C r- (nr(n D -L T-" (nO,A i-40-rzr OA -3 Oi -4 [D . 02(n �Cn D (n cn-i III mD-I U' mD (ncnrnD f=cr, - m z- Ol mUnt U. -rDG L rmr -�O m U67- () 1> nZ�Urn IL. --, FITO�� D0 FitIn(PArnU6r- r- ... (n -n U3 O O r O , �' n z r- A z w -I D D r zU(n trim D n11, r rnA () Ir DD -- :�DO - < G)zNcnD O_ -DD rzrtD -n 71 IT - UQ Or nrn(Dmn rna mbmn_t f- --i 11, inm-1m Or- amu, m O -Dc D rnUO n, UA, vL _ ir,rnm- co @zr A-1 I°- Em O-- cA ON 00 -I-nXD�'A -1> ONr cn- � III --1 Dm r cr'Zm c A 0 A-13 -I r- D (nzDD z Aro A m z � -z(n n m zw-, Ar - con@ trim OE (nth m -,u rn(ci ,FITUD-+r (� I- (p DzO Dc��< (pc,,3 UO cn m G) w zn -rL rrnLU; c cn()r-rcn �(>-(n UmQtD (1) %0 D u, U O cn 0 pn-11 Drnn rAn (AnDrO OcD Unz --1 A O z �- 00 I- r U E (n Om -I IT U-{11 z>'ITT O --I 0 -n rn _ -" ° O c z L Q1 -i U L n- (n U U D p (Dn m 7 n A u cn { L U, m rn �3 m D U- U D Z U (n ' A ti z-- . 9 Ecnz---0 ; tris , n c A m cn (D -4 () Cl -D n -1 m 1: 7_ XI O L<(Dz Az III aIll L(n A A 1-t)ITT Orn0 LLAN D. (D)rn nA(1Ccr,nAFIT in n < D -t<3 It III (p D 01 A(n OO TrIIT0--,A n X j ( tDOA -f O z ; U � () cn � F 6 C) z (n mart () �P z r- i- r- m < D O zU O (n -,On -m N III() >n 0 () D zUrDA()0 u, 7_ D_1, z A- - r D D zrn G) r zrn L/ -1 --I O (n r - Dc,, -r_ �O . (n-�O -i -t L A z(nU co i- D �rnioV O:iim OU7 (Dr,p Lm r- UDG m(DD Q1 (i` r- U r- DrrrODNr Ill A= -i- A0 O 1p - c U cn-. (P UI- -coo O--0A)jTI O�(Dn u'>=D-{N{ O� C)rnO�n� D -, Z ,Li DOiDrArrcn G)9 <-7 m -z-1L-1rn()0-t-I X(n I 01,3 UI. N zntGcn r . IQ OO1> --0 cA0 43 6FIT-n ni'O 0Q> m t= Ol-1, 3 3rn U0 0� '�►n L t 9 2 u' c rU- (ncn r D-rAz'�O L7iTTn rl +rnm.DA D DO zrnOcnz O{ (P fit r A LA DA7�(U DD rnUcD , Z `nA -O U rn �_ 1Dmrn nO rn3 r_ arn10 z D(,LO < G O 3 lD� rii -, , 3 ill III 0UmU z rr n r -UQ) bDIII @ U�Arn n DD S G) AD m7 < i U D m(n j Z (n z (n DZ -1 n -,m zA --1-ILAAni-� UU(n i- rlrcn(n-Ir-i 7Om mUD-1rnL -" (1, -< D Lrn rn L O ITT X A U -- () (j I - rn OFIT Dcn1 r- mErDAnA nap U� �[D3 Or rT N (r'7rI-zrn DDD @-nAt-2 () m O q>0:1 (1, TO -i inOlnr3 cm OHO O ADmzAm rnm r OUz Q> z OE�,,D-1U X(.n m-r�rnG)--I OA -4O n t-tnL L Int@ 1 Fit t- n07? rm7 O rr1-1 D- n c (nOzO OAr= O AzDcnAG) 0-4Ill t UOC CUA -(U0 c cn,(DD�D ",A A k pro D G 4 At --L0 D �Dn U� iD(n w A nz- i� O DD nz F, O c(nZz I A A D6 TIP ITT 0 Dncr, )in zu, [Dzn1, L rD(nCP-im O O A_rri T Inc- ZU -A 0 � 1t -n rn (D iII 0 G) r_ (7 A M n, z iD . _, (r . A w "3 t1 A(n D m(nL (n -,r-E z2A Am -,A - -,mZD -4" () ()D 0r(n-0n j],�`� ITT 0 r r. -L D =0= O m [if Z-0 n 0XOr I:T Or 70NA0 (gym r ;nDm r rnOrn -1O- OGS 0-1r D' z �� OmOz ci s✓O Lr -((P m DD(I �--- 0, in6Z, %-- ;� cD.I"mj n ZA() O n b>'o OA A 1, w- U iO jj r_ rn cr'-(� 1 r-LOrn --{{ Ili r r trn N °zD n'UV OrzCj 0 k) ,U 'Ozz N , t� ; m01>A-1 rTi UZ O Fri ,O z r4rr r r rnm IT lcccl�-- 'TV DLz 4p' �(O3)m -,z Xcnr C=1rrn m-0 A m D UAm La`p i(�n OpYa �AIn A<l A (PFul Ocn () 0 r z ;pro () =,X A cn-D - O cn Ant r. nt -z 00 cDn1 In U O n O 0 cn -4 O>� .zi ;m A -D A L (D = r- D N cn n A U� D r - M FIT X-4 (n L: I- r z �nz tzrZ DzD 1,IllDrn(n� ()gyp() -O-(zr (p O D_ D t) f O In 1iz tt D- r @ () __ . (, (D (p mZ L r� G co T: ",0O N�� r�Dni FIT r2IInA) -" p r�L'--C) AO D I: (P m a,P3 nA 00 nlrLrri Jciz(t' 7(n 2c z n 1.>1in p(l �Z in t. DN rzz D 3D cn 7�nC7 c noir' +A z p0 ��r_;fin ZO () w L z r =O (�G� NrnC) 6t r_in in AD �0Inn A`� Ui7nntI cn Z - 9 D r ,� z D z D 0 n I r- A -- O Tr m in n cn @iii �r . Q U * U Z_ I A - (l z- z (D cn 0 D r, Q z r «70 () nz in rn DAA r--rl --I UU @41N C) L (1O ruX-,) O A cu rO- z D rt i- _ wii. r{3 cn :I nn nt(ncn OA� conn A C0 OTi(n U,,((p U()Fit Oi' , rn rn L C) cn n cn ; 3 4 pT (I,Iy (n - n w z � D rn z , r - (3 E D ;7t i. D G (D D r + n r- m z zI D - r-rnrnN Ar -i' -c OU cn rlU-V < 0 =, cnC) n - - AL r U DOo , r Qrn �A = pz CD (n (l cz u' i)@D r rliprn AOr D ICn� (-) -"D O rn U()D IIT it lrNrr I,r-O nz6 - -n p p DnUDrnD mZ -I m(rf O D IT rnnn A rnOT -(n j' r A-'zt> nU D tom rJ zrlit> 71 r- win �rUz U�� z9 U ilz );n, D w Dn T'--{ ",�' r- A1c� r rim U 0 TG�cnntrn n-1 O in<0� (n U -IA (,1�D A f-- F- fi0O (PA (r n(lAU-, C) nr (n -4 O m �) A A (D U, rrt <n rnD () D D O r { U S D rn � rn cn rn c_nt O U , OWN n� `� zmcn DOU _ U�'-70 tn_I() I Fri C)COw -Zcr. D .pA MA A--1) Fit;3 tdn A Di L(n((f, z = �_ irlZ DX ;1 . rO m AD - D n-, -- O r 4 U (I O n DU MITT (n SAN Azm �F- r- nD _s r a -- -1 aQnt AA i r- AO ()UX t-DtIX IT U D cn cn ca 0 iiD- n A 11.1 inr D L r. n rn D i- n N 1> (> D I n I- r (n n U �A n U P D rrt G� r O D C) z�17, rrm 7� I> -< (-) D£ D D CA nt6ITT Z (iG� n Q D t zLI (ITvim`,-nIn "I-1 cmn (r AA)V GN r m (n (l -4 In z A A cn z cn A G% { D rTt (n 0 z t- D � D RT r- n 1 U m CD 7- () O I -I (P Dc0 1 XAO -1DA J rn D /----7 0-f 11 I- O U n�z arOL� mD �m 30i OAO D �@ r- 0 z G1 z FIT A O A p O O A T A j �I/ �- - ,,,?,,,):��,,��\�,,�\\�,,,,,,��--,,�,,.,:��,\�, , `, `\ i 1-1- - VIIA li4" MAX i>2" MAX AT 1:2 SLOPE r -Q N -, �. v, A w ", - m zDo X �O cnAcnmt, <n0t zD <Arn 1r , D@c-i,,,-rrbp ED -4 r' i �OG�X,i- G�=-i(nr c"m Am z (zin Orn'<r-z0 .1r - Tr izm z(. L-- _, rn DDz 0pti()U0 - A z DrnOAD 3 gmG) r- -(n p3 ry m@ OcrnO A Om mED Op -O D(ni ;to, mA D DEAO rnAz Ori -4 )� A_,A rn OIOO EFnrn1 OX r = D L -- O V UO> N��� O@(n N3 I D AEOgV rn0 O F, iU, L ODIn 3 (L corn (r,�m0 �DA4E c0 O DOD p t -A mD u'A a m Drn rD0 �rr1 L[Ur- D i ODS iIaLpA mcn /, zm Dr lrr {(1 r-OTJc� SOA rn pct, p00ZA nInDXX m� 7_A (�00DD ll DD +@mI' ((,,cc���1)� + rn�;U7, �n 0-+mr DODr�rt� 77CCrr- m() O n( DcnU O,0 i m zAip LArnin �'@ p(nDrn OUZ��O zD X- cnp0 � NzO m CS► OOn(t, 3mODA Ori mm @EDO(t - n0 O,Iz ip(� rcn T=V rnp O-irrcn =0 mrn - �ZFD 0(D7FIT - m�D �O @L�� LOrA DA ,. r InSnD G,cn, D z00t rU3 - 0��� O n7Ar cnZr- c@nm OOinr O(lcn(Dp0 ]Zm -()(Dd -z� grrDi (ncnm x --DV D A@G O<C@ QA 1'�� rn ;pi i�.- -,yX OV=OrnAinrnOO tD., z ,(�OVV AD-� @0 O 0=0-4 p mrn ,> 00 2 oC) _.,<n p- mcn I'rrr �,z@r 1 rnI O (pin Gli�. zNTm� in -1 G1r'p VO<m<r r(liIII 0 003 GN ,0�-, rn rrtz()D III inrrr-rp' A OO� (Ali@rtp () Aczn �(� i 3q0 III r. r`L A _, ,Ur LO mC) r-D(n �D- X9 U(j o FIT mzrnin0 nm (9- D Orn(7co O Irtptn n �'L r{uD+ L z n E �� tv D D in m-< m D O V N 0 U1 J,. w ,J T FIT m III -I) n T, Omb, z � 00 ((ort E A G Dm(n wn U3m OZ z O z '-n6ii 1 0L D� FIT (P U -IT m r ()�'zD FITFitDAR ",9,_3N",",",",(ni D()(ncr+(n(n(nA(nn r r :() z 4D.- - Z -,(D r- S)= OOOOOOOz() DM A6-� N FIT D n 6 O mrr----,z �Op �t U OOOOOOOp r- (D qn� 0 inn n UZ r U III -<rnU DZ III A DA7 DDDDDDDpz (r'ur O(r,n1,D6 n O rn U% III AVD °mcn �rrr-ir-n nnz (r'aO U 9'„=comM- 00 0 FIT>r D ,q°n (r'1D OOOOOOO I-- >- -<;a O00 D 3 r mr=U A�O D°'� z__ __z__�r mDp (D (p U z O OUG)A III A u, A3(D DDDDDDDAO crrt�j b„ z -U Oc U n ,o o TT(� = rn D m A cn cn (n cn (n cn Z Z � O - z 3 cn AZZ00 °�>D 0cU IAnDDDDDDD n D [n Orn - (n ill -j() -HCI- c nrn rn-4A-r-i-r-17o r" O"�-rr O A nL-D L ADcn zrnmmMMIII0 D rn0 (r, 6`D m ITT rn ()-- 3 z ", O 3 A(t'zm (DzX U�7 @;�zrDn rm-N(t' i -i D (,i O D Urnrrt(1) rn-{D Amr 0 -rnmADc(jmr=z0 r OTt - zOz �AO Un(.)(DD--4 - - -i A) III X @ Az01 t. ZznIT � Or� 0U 06C)jG)orcir Dn o O D Fit DU(n n6Ill DAO -i 00DD(30 -D Tm A m mzinD OT'(�n D rrm z +mUnnU LD O rn _ . +-- 7) OLD 01-0 -A Orn-rrmpu--rmz tAl n O 0 D r m- nt rn = 1 A7._A FIT- I, U<-, A",r i- -fr- D b fit A�;Ncn �D Grno (n`-0"' r- -I In A -U,O (D,tl vo 0D'"�rmAOD L O A rz--- mrn Un'O OA -n rn", Er- O ()III z -, (Ar D-0zz- ITT Oc �bDA�DG)D U -tU 0 Dr A U IA DDA U FIT D. O-< ,U IN -1 J?,X 0 Uz-t AE 3A tnA +" r DUIi -i=, rnD -,w n U, mz Zr� A D -i U I z (n (n r- FLTT (n Ill ", N t� \J N 7_C7-ri cn�(n-i-1 n Unn r=- AArn LzLDc- O;,cn-1rr_-�°m (c DOU z OrDA OUAnn FIT -O OcnTr� z FIT -1z O <rnrn zit 00 mAr nA(AA D UM> iUrrUN �9(Dp Z U?nn OInrn-a0 1 -jA--f m ,c n,nmDM () 30z c!' O p pDOz viD_z N D°U (n0z(z)rri m rn-t0 -1 In ;n F- n m�ir �U (JIr (pn >-ir- N DOLp , LO (lD@cmn -<Lcn zr<rnr- '-Em-,A T- --f (JI ()o- CC rnr-TI orr-tt-GN G) 0 (rIn Lr- mmD I- rr--TF z�11Az Arz O�Z -'- <MA DInnntrnU 0DGDO z�<n � -(n Q1 -1> D(nrrr zrU00 1 11 ;?I ur-(n rrt7-I ITT D -t -D znrn nDATtG mjDl, DUD m00 r D(nOz UAn A()(nD(n AG,ND3 rrZm A - ID (nrn°",U n m0 <rn Dr - m nc�D_1 FIT, G) nXr (J'Urnnril DUz r'i< )rcn OO�A G -rr0 AiD L-�'Do�D czm rn,�Or- z D -< (p z07 mz@ z0r3ir0-4 A -fin n (Onm OOrtinD III (P UU-I SDA -4 A_ (nm9 n morn r Om AIg OO Dmn roOr ncn DAU DEAD O' �7c(n -I .0 - -zr�.L FIT -OA 1.r -M Ar' c7 ()OEU - D -A z()z < m nrr- Gl rn Um c D 00. (P :-Ai (-) z G I--- X rG� cin 0 --1 c U A t. ITT ULO n�niD r- b -1-1Dn O� nD Am(, 0DG)< -i cnz() ZAr D rnm -, cC�nf�; M- 00 ()in6- mGi() mDDO riz AD In 1> z -I Z_ ,r D rn(DUU Oz_ C7UOE A° III Azz Az 4/ F- DA �)-4OO i (n -< 7 m ;iJ rn -i (n L: (D D zD �aUI11 n U r 0-I -+zr FaAD Op On U cn III IT) FIT (n U r,% Erb A PASiir"% A I ■ r�"ItI*"%Ir%LIII If= It= r7I4►III ho"r ,%wa ;3 YUrmum"UZIA VYA Y P.O. BOX 124 MIDPINES. CA 95345 PHONE: 209-966-4844 FAX: 209-966-4744 --DATE- ----11 ---- - - MARK I � - -- ,. NOTE__- ' --- --- I -- - _ -- - - 11 ' I- -- --- I - I 1k ----- �_ --- .,.>._ dr- m pp ( U r m -4 .. 2 -0 m - -0 13 $ A M Z- ]�,, -4 m T' Q m r, rr- rel 4 D ON A:" 2 Z -( 6 (� -� O 0 OoOH Ap o Oo A� D z m mb O �� CA ��-4w � N 0 9 c " (p p .. z CAN�I r- p (p �N r- r- m A D �+ D r 0 0-4O� m O m O 9 -f ;U 1�- --f c - •• z dz O 0 -f !n.. N ml7 =:i m -f O rn_ P. w w x-aXm �_ N x -f I Q- Z Q (A ii T I>' _, 11 j j 11i rn m m9 m -f m p z O -4 .� 6 N _ c� r mr- N Nm Nm 0-4 m 1 m O - c Oz () -H (-" - 3 Z z K3 X C, .��tiiI , cnR to '�j EE U to r -r2 6 92 N rr rp 1J -. UA E- %3 m 7C . . ^ �-, {�1 _ i- J: rz M x A D -U N m A A � 0 0 -f m � � (A X D ;4 (n 3 D D O N m m v�t _� / � -+ 6 -1 � N N N (P � c N n � � /+ v 0l --f M � -� . i r -a o .. 5i p1 rn (P�- � � fit `' `' 3 N 1 � 1 () Z O z �m -n -1 �� r-4 C V 'Z I ,N Ng ` (A r,% Erb A PASiir"% A I ■ r�"ItI*"%Ir%LIII If= It= r7I4►III ho"r ,%wa ;3 YUrmum"UZIA VYA Y P.O. BOX 124 MIDPINES. CA 95345 PHONE: 209-966-4844 FAX: 209-966-4744 --DATE- ----11 ---- - - MARK I � - -- ,. NOTE__- ' --- --- I -- - _ -- - - 11 ' I- -- --- I - I 1k ----- �_ --- .,.>._ STUCCO ON WLUL OVER LIGUT64UGE CECO "LOCKSE4"1" STEEL FRAMING. COLCR TO MATCH STEEL FASCIA PANELS. CECO 'LfG�4T5TONE' COLOR 'FERN GREEN' 1/d" I� N 12" LIGNTG4UGE STEEL BUILT-UP CCRNiCE Ijl CECO "LCGK„«E M" STEEFAS,14 PANELS. COLOR 'FERN GREEN' �I111 �11'1 +11,11 jl (�y �I I (.;:L455 4 4-0M1NUM STC+REFRONT i 455EMB' Y ALL GLAZING TO BE I , SAFETY GLAZ'NG! !c,-! `� 3/4'_ 24'-5" NOrzTH i eOUTH ELEVATIONe CECO "LCGKSEAM" STUCCO ON WWL OVER LIG�TGAUGE STEEL F45GIA PANELS. STEEL FRAMING. COLOR TO MATCH CCLOR 'FERN GREEN' CECO 'LIG�4T5TCNE' ( i O �r I i may I GL 455 I ALUMINUM STCREFRONT CEGO 4vP FREFINISNED 455EMBL7 ALL GLAZING TO BE STEEL SID!NG. COLOR 54F)^TY GLAZING TO BE 'LIGNT5TCNE' WEe"'I'm ELEVATION G�CG 'LCGK5�4M' 5 -UG -CO ON WWL CvER LIGI-ITGAUGE 57EEL FASCIA PAN LS. 57EEL FRAMING. COLCR TO MATCH CECO 'LIGr-1 GREEN'' TSTONE' CCLGR 'FE=D N' �\ F_ I - j f ,I A,— ii i I I i - I � ! I -At � I — � j t -- i �� AELECTRIC SERVICE ENTRANCE GLASS t ALU \u 5, .�R=_FfRCNT d M=TER PANEL 455E"''ELY- ALL G-L4Z!NG TC BE SA=ETY GLAZ N!a EA5T ELEVATION L 16'-Q"+ CECO "LCGKSEAI1" STEEL FASCIA PANELS. COLOR 'FERN GREEN' CECC "LCCK5E4M" STEEL FA5G14 PANELS COLOR 'FERN GREEN' , , j I - ( I 1 I I CECO AVP PREFIN(S�-!ED GLASS a ALUMINUM STOREFRGNT STEEL 5!D'NG. OR COL A55E"^ LY. ALL GLAZING TO BE TO BE 'L1 !NG, COL SAFETY GLAZING NOTE: ALL EXTERIOR COLORS TO MATCH EXISTING BUILDING IN DEVELOPMENT STUCCO CN t;,w;1L 2 IN 12 v 2 IN i2 DETAIL CECO 'LCGK5EAM' 674NDINS SEAM 57EEL ROC=ING LUM4 G4Lv4LUME F'M5!-1 I II ( _— I I I ( �tlRllRaW��WS�f?w GLASS j ALUMINUM STOREFRONT ASSEMBLY, ALL GLAZING TO BE 54FE7T' GLAZING CECO 'LCGKSE4M' STANDING 5E4"1 5TEEL ROOFINS LL11 T N GA;.vALU""E F�N!5N I i r i I ii 'f i GECO AVP FRF=INI6i4ED STEEL SIDING. GOLCR TO BE 'LIG! ITS T C.NE' O 1/4" IN 42" \4" VINYL -BACKED ! FIBERGLASS ROOF STEEL FRAME BY CEGO INSULATION (R13) BUILDING 5YSTEM6 /zz l0" Z -PURLINS � O.C. BY CECO CONSTRUCTION / DECO "LOINTERICR CKSEAMBY " GUTTER STEEL ROOFING. CECO ` I' GALVALUr IE FIN'SW \ / / 4 1 CECO EAVE STRUT 0 _ CECO GIRT \9 X q CECC GIRT O O N 1 —�SYMMETRIGAL ABOUT NOYEs STEEL FRAME BY CECO 00 w !� CENTERLINE BUILDING 5YSTEi'115 [Y. VINYL, INSULATION BACKING S�+ALL <'--, 5TUGCC) -4 µAVE A FLAME SPREAD INDEX OCP:/ ON WWIL 6" FIBERGLASS lRl9 25 OR LE55 AND Sr OKE DENSITY INSULATION TYPICAL IN-, NOT TO EXCEED 450 WHEN TESTED FRAMED WALLS 3L5 CBC STANDARD 8-I. C �— 6005!62-54 STUDS 1 6 24" O.G. (TYPICAL) Q 4" CONCRETE 5LA5, W!TN 6/6 /C/!O WWM i n n r .._ ; I ; : !._.! I I-- r — f :.__ -1 i _� ` 1 __., i f,__.—j I L_., I i _..., I —. 'j---1 . Imo, '�: ! — ! _—� , _" _'! I L_.:�! • _. , '-__ I1EIII I SECTION------ STEEL ECTIOil STEEL FRAME 5Y CECO BUILDING 5YSTEMS 4" VINYL -SACKED FIBERGLASS ROOF INSULATION (R13) I CON5TRJCTION �5YMMETRIC4L 4eOUT CENTERLINE ! l f i. 7 r I 1 I , i 7 1 i i I , 1 — I I 1 I I I II I 11 -I I 1 .1 r I Il II- I _.i I - 1. 1 , r 6coTl5o-54 Bo7TOM TRACK W/ 3/8"X3" rK TITEN-I-0 CONCRETE 4NCJ-40R5 " 32" O.C. SLOPE i FF � kr'}:�c. .t.. '.4 �`�"�.."�-.'i,,nr. •-s,.. �t, ..a -s..�r�..�"`r�,',7C'a`, "T' i. :�"T.�'T-.'Tr"""''�`..' r. 1 wr . 1 , _71i_ 2" SAND/ Co MIL V15QUEEN OVER 41' CLEAN GRAVEL SIZ 10" Z -PURLINS c 5'-C"t O.G. BY CECO 4" CONCRETE 51-45 W!TI-I 6/6/10/10 WWII s.. j w h� +t 'ri a ru n I i - l r i I 1 I 11 i 1 � I , I --I I I ! I I Ei f iIi I I-- SECTION----- - ECTION! .3. 4" VINYL -SACKED F'nERGLA55 RCCF STEEL FRAME BY CECO IN51,11-ATiON (R!3) BUILDING 5Y5TEM5 10" Z -PURLINS e 5'-O"± O.C. BY CECC CONSTRUCTION --�'f--SYMMETR•CAL AROUT CENTERLINE 4" CONCRETE SLAG L'JiTi-4 .._: T.,-; — '—- —ir ___.,_ I f I.-- i , i- :.r,.__.:,---• '�' Iii— I!.—.—: � .—. ', ''' ji I I, I_-_. _�� li �I —---.. SECTION- 3" ECTIONl GECC "LOCKSEAM" CONTINUOUS GUTTER W/ STEEL ROOFING. DOWINSPO'JTS 30'± O.C. G4LV4LUI"-1E FINISH I/4" IN I2"t Q I EAvE CECO GIRT I- ,I ml CEGO GIRT i STEEL FRAME BY CECO BUILDING 5YSTEMS �• I O CECC GIRT 3" VINYL-BAGKED� CECC AVP FIBERGLASS WALL PRE�IN!S�EC INSULATION (R!O) STEEL SIDING I yD 1 r I ! SLOPE FF .,. a T's _ 1 F• ! 'i. .• r n f >• t n, � r n 2� I ,..c -... .+-•:,L � -tom... 1 I I I I r 1 r — li I ! - - I i! I—I ( — I I li I ! !I �Il�'_I 2" 54ND/ 6 MIL VISQUEEN OVER 4" CLEAN GRAVEL 81� CECC "LOGG5E4M" STEEL ROC=ING. GALVALUME FINIS�4 I/4" IN 12't 3" VIN`""L-BACKED F15ERGLASS WALL IN5'UL47ON (RIO) STEEL FRAME BY CECC BUILDING S1-S7Er15 1 1r 2" 5AND/ 6 MIL V15GJEEN OvER 4" CLEAN GRAVEL CECC "LOCK5EAM" \ STEEL ROOFING. GALVALUME F!N!SN \ 4" VINYL -BACKED 7� FIBERGLASS ROOF / 1N5UL4T;CN (RI'B) ENDWALL ROOF BEAM BY CECO GIRT B`" GEGO 6" FIBERGLA55 (RIA < INSULATION TYPICAL IN�'`� . S FRAMED WALLS 12005'62 -54 / ,,�STUCCG .9 STUDS v 24" O.C. ON t1AUL 1 _1 0 r 12co:I5o-54 eoTroM TRAcK W/ 3/8"X3" TITEN-W::) CONCRETE ANCHORS " 32" C.C. K 4" GGN R�T� A I C. - „�'-A W'Ti-4 6/6/!0/10 t1A:R t x SLCPE ,rsrs, 4t i:�'�.1 ^�1 ! its 1i ii; 2' 5ANC OVER 6 MIL VISGUEEN OVER 4r'± GRAVEL 51� SECTION CECC "LOCKSEAM" STEEL ROOFING. i I 4" VINYL -BACKED FIBERGLASS ROO= 4" VINYL -SACKED F'nERGLA55 RCCF STEEL FRAME BY CECO IN51,11-ATiON (R!3) BUILDING 5Y5TEM5 10" Z -PURLINS e 5'-O"± O.C. BY CECC CONSTRUCTION --�'f--SYMMETR•CAL AROUT CENTERLINE 4" CONCRETE SLAG L'JiTi-4 .._: T.,-; — '—- —ir ___.,_ I f I.-- i , i- :.r,.__.:,---• '�' Iii— I!.—.—: � .—. ', ''' ji I I, I_-_. _�� li �I —---.. SECTION- 3" ECTIONl GECC "LOCKSEAM" CONTINUOUS GUTTER W/ STEEL ROOFING. DOWINSPO'JTS 30'± O.C. G4LV4LUI"-1E FINISH I/4" IN I2"t Q I EAvE CECO GIRT I- ,I ml CEGO GIRT i STEEL FRAME BY CECO BUILDING 5YSTEMS �• I O CECC GIRT 3" VINYL-BAGKED� CECC AVP FIBERGLASS WALL PRE�IN!S�EC INSULATION (R!O) STEEL SIDING I yD 1 r I ! SLOPE FF .,. a T's _ 1 F• ! 'i. .• r n f >• t n, � r n 2� I ,..c -... .+-•:,L � -tom... 1 I I I I r 1 r — li I ! - - I i! I—I ( — I I li I ! !I �Il�'_I 2" 54ND/ 6 MIL VISQUEEN OVER 4" CLEAN GRAVEL 81� CECC "LOGG5E4M" STEEL ROC=ING. GALVALUME FINIS�4 I/4" IN 12't 3" VIN`""L-BACKED F15ERGLASS WALL IN5'UL47ON (RIO) STEEL FRAME BY CECC BUILDING S1-S7Er15 1 1r 2" 5AND/ 6 MIL V15GJEEN OvER 4" CLEAN GRAVEL CECC "LOCK5EAM" \ STEEL ROOFING. GALVALUME F!N!SN \ 4" VINYL -BACKED 7� FIBERGLASS ROOF / 1N5UL4T;CN (RI'B) ENDWALL ROOF BEAM BY CECO GIRT B`" GEGO 6" FIBERGLA55 (RIA < INSULATION TYPICAL IN�'`� . S FRAMED WALLS 12005'62 -54 / ,,�STUCCG .9 STUDS v 24" O.C. ON t1AUL 1 _1 0 r 12co:I5o-54 eoTroM TRAcK W/ 3/8"X3" TITEN-W::) CONCRETE ANCHORS " 32" C.C. K 4" GGN R�T� A I C. - „�'-A W'Ti-4 6/6/!0/10 t1A:R t x SLCPE ,rsrs, 4t i:�'�.1 ^�1 ! its 1i ii; 2' 5ANC OVER 6 MIL VISGUEEN OVER 4r'± GRAVEL 51� SECTION CECC "LOCKSEAM" STEEL ROOFING. GALVALUIME FINIS4 4" VINYL -BACKED FIBERGLASS ROO= INSULATION CRI9) PURLINS BY CECO Rm� 3 — VENDWALL ROOF 6E4M BY CECC GIRT Bl" CECO i I �I F4E4DER EA SIDE L GIRT Rv .... � CECO I I 12X3.5G12 --- 60052CO-54 �\ STUD5 IT 24" G.G. 4I J CONTINUOUS GUTTER W/ COW"VSPGUTS 30'± O.C. - ! i EAVE -� '--`' CECC GIRT I - \ i 51TE-BU!LT OI I CECC GIRT r CECO GIRT CECC GIRT - O� .91 0 26 GA PREFIN15I=ED C STEEL SCFFIT PANELS O 'I AL GL STOREFRCNT tPl E 456EM5L Y f i SLOPE I — I LIGW7G4J6E STEEL /FRAMED TRUSS 1 4'-O" O.C. CEGO "LOCK5E4M" 24 GA PREMV51-IED STEEL FAS -IA PANELS O� 4 r r I - I _ O O O i I lJl� 1 �--v r% I �n � Ill Ln 6007150-54 — - BOTTOM TRACK O 26 GA PREFIN15uED ' DECO PFR STEEL SOFFIT PANELS - O PREFIN15tiED p - GL t AL STEEL SIDING- O �, ! STOREFRONT ASSEI"15LY �I I I SLOPE I- -_' 7 - SECTION JLi .TT SUPPORTING MEMBEF NOTE: E --.^5 5WOUJIN ELSEWuERE 36251371-54 STUDS CANOPY 15 DESIGNED t0 SUPPORT FRAMING BY CECO L s 24" O.C. SIGN WE!GW!NG NOT MORE THAT 25 LE35 FRE LINEAL FOOT -y • • • f / ? 4 - •1241 ; I' \20 GA 'MAC GIRT" _ j 20 GA MGELROY 'MAG 3/4" M!N a6 —GIRT' SUBF'URLINS m LOCATiON5 5uCU.N (TOTAL 8). SEE FOR CONNECTION 4 - 0-:2 I 5 - 0i2 ? TO FRAME _ O �I 12" G'RT � BY CECO I I l�. DE"TAI, NTS / CECO "LO' IGSEAP'I" 24 G,4 FREFINIS�4ED STEEL FASCIA 2 - 012 AT 1 \ �IPANELS EACH STUD / 12CCel&2-54 STUDS (oCn.5200-54 STUDS ,nnc� • •�i 24" O.C. Q 24" O.C. !i WADER EA SIDE / 7) %0 • • j 4-012E4CW -0i2 I 1 - SFUD TOTAL idOOS3C0-! 8 ! WE4DER EA SIDE •` O , ( cq G •-2 E 6CC5137 -33 12" G`RT a CANOPY w•j �_-SND 0= {uDR ! I i ? CECC \/ • I • 1 t'EI"�''=R5\ ----- -_. _ - I t lot \2 _ •17 TYF'!GAr- j \20 GA FR F 5: -'EC 2 -FULL uEIGWT EAGN 5. 'UD GA CRE=`N'S"ED ; BOX S"LL "S'D'\r BY CECC STEEL SC PANELS I STUD EA END \(,OCT250-54 u- \ .rf WE4DER TRACK SPLICE PER �GUT FLANGES AND Oj _ BEND WEADER 3 �� %� TRACK A5 SWOWN �CPEVNG FOR l�E STOREFRCNrsew�� �3/4"•1'-011 ,-"2 EACH SIDE ! I \2 -r-ULL WEIGI�T 1 3/8" 4 1 6005200-54 5 3/8 GFENING AS 51iOiLN CANOPY -- NOTE: M 1='UmY 1 - -- GUTTER BY CANOPY 15 DESIGNED TO SUPPORT jG�CO SIGN WEIGWING MR NOT C_ TWAT 25 NTS EAVE 5'RUT,�� L55 PRE LINEA'_ FOOT BY CECO �l` SIDING BY CECO Z -GIRT BY CECC I `r 3625150-54 5 - 0i2 20 GA MCELROY 'MAC TRACK WITW •12 c I E G!RT' SUBPJRLINS S 6" O.G. LOCATIONS 5*40UJN (TOTAL 8). SEE FOR CONNECTION G 200. E2 -5d n cIr-c cn `FAM O WEADEF EA ., u T � E 0- STUD WALL \ ct1 i I d1s « / CECC LOCKSE4M" G -•:TAT 24 GA P1:Z,E='N!5WED l5 -EE! FASCIA �ANE_5 LL 012 ►�, i / �, j w c V fel • '• iGi�� � � I 4-•2 v v 600 7 -.3 311�. EAC== 5.-� E - ----j '• Li U --- C! ? -GTR / \c,..cc 1 'C A r rrE='N� a—S -icD I C S . ON L31C C� r= tL W/ L — •:O SCR=�:i`3, , 1 BOX v'L LL R'!v y \ 26 GA 5'DitiG E" CECC SEE' an -" FANEL `- O, -- ! I I LL ! LL. i I � IDIETAIL � 60CS200-54 STUDS 24" O.G. (TYPICAL) 2 - •i2\ C5X12XO.18 GIRT E?Y CECO 2 - •12 CANCPY FRAMING '12 S1--REUJ5 I 5F'4CED AS 5qOLLN 51MP5CN T518 TOP t _ _- -- ... -L BOTTOM AT CANCFY I ! SUFPC4T STUDS. 4.-0" O.C. I 30' MIN FSO' MAY. � 2 - 012/ 1 NTS 4 - 02 EAGW STUD TOTAL 14pCS300-I18 /C= 8 AT END juEADER EA SIDE LIGWTGAL*E STEEL, STJD5 AS NOTED C4NC Y I _ I I\2 - •! W" An,C41C�5 I EMBERS F4� END OF i-�DR ' o � 2 TYPICAL � Ti rT M ! 32 ���, r- XXX, 25-54 BG O EACH STUD 2 Ati(C�i ice_ rE f'AC✓ TRACK. CEF'�+ TO��, SECTION 1.,�`,Tt� C^lE M4TGN sruDs. ��.�_ ANGWoG wlTu�N �" o= 2 -FULL NEIGH � EACH END ��6co5zcc-54 . STUD EA END I �- 3--M_N T 600T250-54 LL HEADER TRACK O GUT FLANGES AND SPLICE FEF DETAIL ~ K I O I BEND HEADER 3 NTS TRSuF ACK AS OWN OPENING OR 5TCREFR0NT L ! 2 -FULL WEIC-4T 6005200-54 21 3/8 3" 4 315 ol- -- OPENING 45 SWOWN CANOPY 012 EA STUD TC GABLE ANGLE STUDS c 24" O.C. EUEVATION NTS 3 PURLINS BY CECC 3 - �G45LE ANLL E BY cEco �ENDWALLFRAME FCCF BEA^' BY CECC DETAIL }� NTi 3 J GIRT BY CECO ZORZAS OCCURS STUDS 6 24" O.G. 3-•!2E STUD TO GIF OF TRACK TO MATGW 5 T UDS / i •5 I- 08 CRELU AT EACW _. I S'DE OF TRACK TO TRi A F cR 'ICI T EACW STUD (TT -F!( --4L) • • ` j �l2° INvERTED TOP TRACK SECTICN WITW 12 - •8 SCREWS • ' I \5 j j � u i TY FICAL 5TJD5 45 NOTED ON WALL PLAN DETAIL rf=,� NTS 3 26 GA G.I. CAP 54m TCP TRACK. SIZE TO "k i" 14TGN STUDS. SEE SCREW EA STUD 3 j I I j I 1 i 20 GA. "GELROY 'MAC i ' 6005!3¢-33 GIRT' TOP AND ! I :;-�� CORNICE BOTTOM, 2-012 AT EA/ STUD I I ' S ,UCG( CN WWL PBR 5'.DING BY' GECCI-/ LIGUTGAUGE STUDS 6 24" C.G. DIEtAIL ME I 10 N"* I e— 22S' -O'' OUT TO OTT OF CONCRETE 22 -l' -C" 511- TO BL T T 1p T m a" ol 14'-011 5' all lo --11 o A F Q,4 A 1.2 12 04, 61.2 I SIS ; — — .i I :o� 0 r z X -T- A- M E -114 .11 M _j �4 A --J J L- J L 1 --- v L C4) A L--1 --- L— o L UO4 51.2 512 \. �12 E Ed I \\nE E -I .a�OE:i t I I i'l I11�FR4",F= DO�LJNI EDGE 2 2'-C)" I � / t, i l OF SLAB AT R.U. -- -- -' I[Doc PIGAL III I I III III I i ----- - I I t- � ,� i!I i i'i 1►1 � I�I � III 01 r'K ` I!I ! I I � Ifl ► 1151 I1 ; I1 I �I Is 1 dII I I , I 2 05 F:R,4�,E -I= 'roll 0: i I I i l I I I l IBARS;N C,�S ' 1 I I I OI I _ i ! I I I ( l i AG;RCe5 P-JILD'Nrz I I i I I III ILI 04 X l5'CCN71NUOU5 I--I,4IR1=!N. T -T -1=1C41- AT ENaW41-1 11 ; III , GGL Ur`N5 A5 e�-;00111 I it !il ISI � i��l � lel � ISI Il ' ' ; � I sly \ � --- ---`+' I U' V I ISI I!I I III il Ial II - � ISI I;I � it � I`I ISI �, 13 u- -- --------- -91 DI Ail tc Q till �/ Irl I I I ., i _ I I F_I II - - \ I lel I l l'i l;l I III II 1 11 Ivt V,n a1 ; Q 512 \ I / ---- 731 Ln -- — �I \ ^�P II � I'I II � i�i i�l I'I II ' i � o AI 6K� III I,I\tl.2 A I III I II II IN 51 2 F-5�4"= TIE 7074! x 15-' CONTINUOUS T i I ( I l 51.2 [ 47 END'W4LIL 15411 CONTINUO,Ji 055 BUILDING512 45 III I I ; I I l I i I r\ - �r, , of ,, � � ISI I iI � i'I I,I ' I -� , Iii � ISI i l _ _ _ _ _--_- __._ __ _ __ __ _ __ ._ I'-" �- �'I Irl � 1�1 � � 1 II I -��'� I � � II � � III I�I III II I I ,, II 51.2 v I I / l'l I11 III I l;l I,I RAMP Il \ / I IDOWN, EIDr-;:E Cr- C -L45 A- FR.'J. Doc,;:--- OE -_� �', � Irl III 1 111 1.1 III ' i'I 1 II , I I I'i i l'I lI E, EQE \,II -2j nA ill 11 ,� 51.2 /Om A--7— r —r r (L 0 1 r _ -I r r 612 _- ----- r=--- - -- ----- -- -- -I- -7 —,7 CA -�,1--51.2 -- I -- -7-- - - 771 rlv- -J LZ- -�j it *51,2 Ly77 A (31 o� 4 12 512 I 51.2 61 1 612 \51251.2512- .J), 4'- 5 FOUNDATION PLAN: 1/0I I = 1'_O" FOUNDATION DE5IGN 15 BASED ON 1NFO�MATION PROVIDED BY CECO BUILDNG SYSTEMS FOR BUILDING NO 14-5-10S11 CONTRACTOR SHALL VERIFY ALL ANCHOR BOLT SIZES, ANCHOR BOLT LOCATIONS AND DIMENSIONS WITH PLANS BY WILDING MANUFACTURER PRIOR TO CONSTRJCTION. ANCHOR ROD AND BOLT KEY 11 PROJECTION FER 4a-7-1, 430, 4c --TM AaOl C-;R,4r-)E C /5u,I "DIINC- GRADE G j CR 'L' SHAPED E!OLT t-1 = � I- 7UR= FR 4LLT "KE4D AN'J' 4- ul 2 I.N;=4vy N=x N= -4D AT CONTRAGTCRS OFTICN, 5/8",P LUE--IGE ANCI,-OR5 NUTS WITH 57ND4F<::) -STRIONIGBOLTI', NIL -, 1 "<W!< EC -IT", OR OTHER AFFRO"VED ANCHOR MAY TYPE 2 ANCHOR JJ.45WER BETWEEN BE USED. ANCHCIR, LENGTH 51-14LL BE 45 REQUIRED TO F1;Z,0VIDE TYPE I ANCHOR. EMBEDMENT INTO CONCRETE AND PROJECTION AS RECUIRED BY INSTALLATION SHALL C0N;:a;;Z-11 W!TN ICC LISTING -5. 5=ECIAL IN5f=ES7 1CN IS REC'U";ZED. BOLT I E 4- 1 1�11 B 3/4"I 10 18" 1 12 E 2 2 1 I3'' NA 33' i0l, 4" I IIAII 2 I 24" N4 PROJECTION FER 4a-7-1, 430, 4c --TM AaOl C-;R,4r-)E C /5u,I "DIINC- GRADE G j CR 'L' SHAPED E!OLT t-1 = � I- 7UR= FR 4LLT "KE4D AN'J' 4- ul 2 I.N;=4vy N=x N= -4D AT CONTRAGTCRS OFTICN, 5/8",P LUE--IGE ANCI,-OR5 NUTS WITH 57ND4F<::) -STRIONIGBOLTI', NIL -, 1 "<W!< EC -IT", OR OTHER AFFRO"VED ANCHOR MAY TYPE 2 ANCHOR JJ.45WER BETWEEN BE USED. ANCHCIR, LENGTH 51-14LL BE 45 REQUIRED TO F1;Z,0VIDE TYPE I ANCHOR. EMBEDMENT INTO CONCRETE AND PROJECTION AS RECUIRED BY INSTALLATION SHALL C0N;:a;;Z-11 W!TN ICC LISTING -5. 5=ECIAL IN5f=ES7 1CN IS REC'U";ZED. DRCP EXTERIOR SLAB I/4" AT WALK DOORS I" AT R,U DOORS 6" EXTERIOR o 2 - 04 CONTINUOUS CONCRETE SLAB AT TOP WITH 04 !a" O.C. Eat. NI w [a 4" CONCRETE SLAB IT Q W 6 6 O O WWM -" V�_ X X X X- X•— _ v — ! I- -i I I I f I I i I �� I I I -� _� i , �� . 2" SAND/ 6 MIL VISGCUEEN F OVER a" GLEAN GRAVEL 1 - 04 CONTINUOUS AT BOTTOM 12" UNDISTURBED EARTH .4"t GRAVEL BA„_n� — SEE SECTION N/SIZ FOR CONSTRUCTION JOINT DETAILS SECTIONS A NTS St� DROP EXTERIOR SLAB 1/4" AT WALK DOCR5 I" AT R.0 DOORS ANCHOR BOLTS OR 6" EXTERIOR ANCHOR RODS AS NOTED CONCRETE SLAB ON FOUNDATION FLAN WITH 04 m 18" O.G. E.W. wi E !` 4" CCN' --RETE fY > � SLAB WITH 6 /6 /10/10 Luurl X---X—X—:--- �t Q ��� roti l_ *� y}u��{�. Cx��.�i'..2`-.K yr,, ��'•' -.Y _ �1.� c� --- \2" SAND/ 6 M',L VISOUEEN - -- , ••�,`, II� a" —i I �( J OVER CLEAN GRAVEL ly REIN=ORCING PER TABLE UNDISTURBED EART:-I 4"_ GRAVEL BASE, B SEE SECTION N/SIZ FOR CONSTRUCTION JOINT DETAILS «GTION B E TO- REINF I eOTt REIN= L _C 2.-C" 12" 2 - •4 CONT. 1 2 -" 4 CCNT. SECTIONS � C NT8 �t� ANCHOR BOLTS OR 512 ANCUCR RODS 45 NOTED 6" EXTERIOR ON FCUNDATION PLAN CONCRETE SLAB/ CONST- JOINT WITH "4 6 IS" O.C. E.W. 111LLC 4" CONCRETE SLAB WITH 6/6/10/!0 WWM - I --V- _ L - X—X—X--X--- y — J. • • • •. • .. . Q _— Il r lig" ii-�li i -{I' -- - -- Ali -_Ili=-►il - 2" SAND/ 6 MiL v15CUEEN SI I I-- ! OVER 4" CLEAN GRAVEL 04 X 4"' TOA ----------- i I TCP 01= FOOTING AT i i I - -, !- EXTENSION BEYCND BL "4 X 42" TOTAL 6 fs E0 SPACING X 60" BOTTOM y4„ UND15T;;RB.D EARTH REIN=cRG!NG ��� i SECTIO! D NTS 51.2 O ANCHOR BOLTS OR ANCHCR RODS AS NOTED ON FOUNDATICN PLAN H 2 - '5 FRAME TiE5 (TOTAL OF 4 BAR) CONTINUOUS 4" CONCRETE SLAB 6" EXTERIOR ACROSS BUILDING WITH 6/6/10/10 WV -1 CONCRETE SLAB WITP 04 e IS" O.C. E.W. GGNST. JOINT �v12 vl y�........�..........L cfl — --- -- — — — — — L � �(�1 ���jjy.1<�rs •2t� 1 .'� • - • • • • • r� r � rr} �, i� �,�q�� � + ! _T -i L -''7—,, i- ' l _ ,- I 6 MIL V50UEEN OVER a" CLEAN GRAVEL I l - O •4 X IC2" TCF' ' ' �-, ; REINFORCING _ ---- ------------ �� -` ! I I i- •a X' 54" TOTAL !0 e EO SPACING , S - 04 X 102" BOTTOM REINFORCING I_4" 3'-8" UNDISTURBED EARTH10 SECTION � NT8 /^1 ANCHOR BOLTS OR ANCHOR (�,Jl RODS 45 NOTED ON FOUNDATION PLAN 2 - "5 FRAME TIES (TOTAL $IZ OF 4 BAR) CONTfNUOU5 4" CCNGRETE SLAB 6" EXTERIOR ACROSS BUILDING WITH 6/6/10/10 WW1 CONCRETE SLAB J V-%4 04 m IS" C.C. E.W. �CONIST. JOINT U s...............-.......�. �I = _--=- =--- — — —_ N I .4-i" ✓+���i �1 '. Iii 4"P (?. 1 ,.f' • � • • •� • � — �C,K1-a,.i*�i.1` r � ^ Y , 6 MIL V15CUEEN OVER —ll��ll II —III iI 411 CLEAN GRAVEL �I 1 -1 i ITT \6 - 04 X 126" TOP RE INGORC!NG 04 X 5A" TOTAL 12 'T EG' SPACING ly 'I !1 E - "4 X 126" BOTTOM EART4t REIN=ORC!NG UNDISTURBED SECTION � NTs �t.2 ANC -HCR BCLTS OR ANCHOR RODS 45 NOTED ON 0 FOUNDATICN PLAN J sli 4" CONCRETE SLAB 6" EXTERIOR WITH 6/6 /10/!O WWM CCNGRETE SLAB CONST. JOINT WITI-! 04 e I8" O.C. E.W. • _ I I X X X ---X _� ,_ 1 I -; l 2" SAND/ 6 MIL Vl5QUEEN i7, OVER 4" CLEAN GRAVEL I _ (! I`.6 - 04 X 65" TOP 1 t� OI i -I I `I - REINFORCING ``) I I-= I --I TOP CF FOOTING AT EXTENS!CN BEYOND BL 04 X 54" TOTAL 8 m EG SPACING i` -t i- I I Ir_i 1 !_=1 I �� S - •4 X 'S" BOTTOM UNDISTURBED EARTH SECTION C� NT8 V t ANGOR BO'_T5 OR ANCHOR ROD5 AS NOTED CN FOUNDATION PLAN BASE POURED WITH FOOTING 5LAF3 POURED ON TOP OF FOOTING WITH CONST. CONSTRUCTION JOINT= JOINT = BOTTOM 5L4B'--tl �! CRACK CONTROL JO'NT II II II II 2 - "3 FRA^^= TIES (TOTAL �I I� CF 4 BAR) ccNTINUOJS AGRC55 BU!LDINC: DETAIL. � NTS St.2 �a ANCHOR BOLTS OR ANCHOR RODS 45 NOTED ON 6,. FOUNDATION PLAN //� �/ I PORTAL FRAME r ANCHOR BOLTS OR RODS AS NOTED;0N FOUNDATION PLAN CONSTRUCTION JOINT= FRAME I PORTAL CRACK CONTROL JOINT FRAME BASE POURED \ WITH FOOTING 2 FRAME TIES (TOTAL SLAB POURED ON TOP OF a BAR) CONT, !NUOJS �- /� OF FOOTING WITH CCNST. ACROSS BUILDING JOINT BOTTOM SLAB DETAIL STs X31.2 FRAME � PORTAL � vE_ FRAME BASE POURED WITH FOOTING I \ ANCuOR BOLTS OR ANCWOR RODS AS NOTED ON FOUNDATION PLAN z - PCRTA'� FRAME ANCHOR BOLTS OR RODS 45 NOTED ON — — — — — — i FOUNDATION PLAN ! — SLAB POURED ON TOP �2 - "4 CCNTINUOU5 IN OF FCOVNIO WITH CONST. 1; PERIMETER FOOT! !NG JOINT = BOTTOM SLAB DETAIL J NT8 51.2 4" MIN CRACK CONTROL JC!NT - EiT1=ER 2 1/2" y- DEEP 5AWCJT CR CC' -D JOINT IN CONCRETE AT CONTRACTOR'S OPTION � (Y U ---»—» x *--*— [(y 2 - 05 FRAME TIE TOTAL io__ 4 BAR5 CONTIN'UOU5 ACROSS BUILDING DETAIL rK_**"N r�Ta gI 32" "4 EACH CONT, rNn REINFGRGING BAR \ " II I CONT!NUQUS REINFORCING='� _ II IN PERIMETER FOOTING \ II ANCHOR BOLTS LOCATED IN51DE CF REINFCRC!NG y DETAIL NTS Cat.2 RAMP EDGE Cr- SLAB AS SHOWN AT R.J. DOOR OPENINGS W'�4ERE REO'C p" + m FF — I i� � ••,n 11, � r FCOTING 45 FR IRED DETAIL rm_,� 8 51.2 CV -- fll° -I OPTION «I SLAB AND PERIMETER FOOTING PC'JRED MCNOLITH'CALL� . CONSTRUCTION TOP BAR TIE TO JOINT \ BEND AS 5HOWN , >Y — a I--' "4 > ;2" cc LOCATE ONE BAR I WITH!N 6" OF EA A.B. - i _ -_- -- !b! OPTION 02 SLAB AND PER METER FOOTING POURED SEPARATEL r . CONTRACTOR MAY CHOOSE EITHER OPTION FOR CONSTRUCTION OF BUILDING PERIMETER FOOTINGS DETAIL rN'� NTS �14 MAIN ELECTRICAL SERVICE ..� EXISTING UTATER LINE AND MEtER PANELS GAS METERS \ I ! I ! ! r rr rr rr rr / / I RENTAL SPACE 5 / r r+ rr rr I I / 01, oo !I I! „+r,,rr�rrr rrr I RENTAL SPACE I III I r / / /r /r rr /r / / .0 10 //' RENTAL SWAGE 3RENTAL SPACE / ! rrrr+rrr rrr I I // /' - I Ili +! }ISI rrrr At$ 1120') 1 I 1 1/2 II FCC a"45 l 3 "055 ) ! II i��-- d----__=_---_--=-- Ism Fco II l 1 !h, I i t II li 1 s l I I I ll 11 I(i •` !! II I! ,-'"fill. (� !! !��'� I1 1 !! II /�l L iJ L� \� �f 1 II IL = 1/ �!! 1 �--- J 1 11 1—==�1I II II I I u II If i; NT FL SPACE a �I 1! 11 II l! i I !I fl it II II RE INTAL SPACE !I II !! II I! u -t f U"I"I I NEW SAN. 5EWER BRAIN. SLOPE AT V4" PER F001' ."' UNLESS INDICATED O T NER'�IS=. 5!ZE 45 INDICATED O GLE4NOJT 1; ==;-!COR, G=C:RADEi ,- -----• P'✓G G 0 N DLJ! T =0R ELEGTRIG4L SERVICE TO EAGu Util T . 5!Zc 45 IN DILATED. E EX! 5 ING SEPTIC TAN< , I w I ' i rr. '4 ,. r I Chico , . r — ( t E. -5.1 606 NAIL IN GUTTER. * � t \ nENTLER _,4 V EV 215.48, NVG E I V I E RA /� k 1( - - _ - EXISTING a _ I ---------- Q;,______-556'43'01"W 1-71 5wEXISTINIGcATcu eA5 N IF i I1-1 ..r. ., N33 .6 �' uXI tINGA.C. PAVING TO R_ � S!E 5 E" CtPROJECT V_l 1__1_- (_ __�_SITE tL mN�QEXIx C ' v+ z !n r I I n EXISTING BLDG ? I N 17 (I I \ / f �I X I C IN 1 T� 1�AF> 1 1T& fi 218 Q0#on N ltt 1 M (� .', I 1 I `:I I rem I� s/ • i � I � - _ -x - K- �: x --x - - - -- - - - - i TI 6.. BLACK LETTERS °7 -- el* / - CONCRETE T" x- S NCs' ' ON 'I`ll-4ITE 2X12 ERA* 1E NELC FIR SLY IN PLACE 3 ' ` BLDG IAS WASHOUT WITP !X2X24' AKES A BCrN 3 r f I BAGKGROUNC z s,� (�,l_; /�u_. % � —�r /� I_ h:I_: _ / -�.► -` z cos i- - ` I I 5!CES NOT "CRE TI4AN b' O.G. FOR 1 EXISTING 41-. PAVING TO REMAIN 11 „ ze4o r-� . , \ f FULL PERIMETER EXISTING WELL rll 11r IG "IL VISQUEEN LINER W!TN _ _ 55�'43'Ol"W 320b5' , r•-- �.� 4 t � 3 _ � EDGES LAPPED 12' t - - •-------- ---- ---- ------ ---'zo`�1Pt ArvT > „� " 3'X 2`. SEALED Ff7 - -'-----------�AST ��'� - ` ['�sj-�j� � t � PLYWCGD SIGN--------------------- �V 1 - _Z.x 1 _ r 1 , 1 r ' j EXISTING, "` � . ; ; ,I •; , - --- -_ - j At"'E PE 2 QLD X12 FR I� FIRMLY PLAG` WIT► -t (X2X24° STAK_S AT- ' N f f r•.SxHw t .. t..+.; . j.M / -O T T ' 1! l 4� u 1 M R N AN - i / i : J - B� S DES NO C. E 6' - ia 1 1 1 �i �.. FULL PERI; DETER R Q , - r BLDG 3 / % /•/ - - - ! , 10 I"11L V15a'UEEN LINER I I / i % % / ! / / + , 18.333 SF. N L�-•-'D _ ss - , _ 1 LDG 5 UTLI EDCsE5 LA`=PED 12' a �t} SEO O i 1 r SEALED ---r� M w / 4 CI I• !/ F F G MC A F FR , •„ ...�•X x� TAK S _A ,, DEO _ ! 1 i - 111 2 5 _ W I 7 1 i / m X O 11 I Wu } M rn DETAIL A a. f i i (aj I FROPCSECi ti--. ; i D 1}` U.cLL 7- �Y ) ,.1 1♦I8 I 7 ` Itjl U ` 4111 t ' 1 t �•-•-- 2 ! ,i J I 4. \ ,111 \ '•!"` s ` �. I X �' „ I \ _— '�� I SOIL LOSS t 5TORMWATR POLLUTION PREVENTION r - ( 1 I I P�QFOGC„J ✓_ r°t _j11 \ ii ..---". (� '_'�, '` 'B "r-',_ t i� tt N I. DELL •6 �I.�Iw, ;1�•` ai' ` rtP in �•. P 'r- ! /- n+ 1 u p. I n l ;i I. O 5C!L D STU .� �U LD G CR '' �1t � � N ! R AN,.E SwA�L O..c''R FR!CR TO G_; i A N NG A i N - I X A' ,1 r \ 1 - •-�'-_yam-- . Yr I i i i !\ (r ♦ '!-' �`.. - A � CsRA✓ NCx FERMI ; oil •1s l / lX 1 !•./ 1vr^ I I Cd ! I c 'T RICK GUDGE1 - �Y' 1 G I I A N 4 p/ �' � � 2. PAR i RES. O S,':3_E C �E _ C U I 1 i , / F� AT' R- A 1 • , f j , - ._. -�A,N 62 ., ENGLER Av_ NuE D s ` �' I ..�' �! � TO R`' l l i 1 `PAVING 4', CO,_ a l / i / 1 '' • i• '' ,I 1 v 15T!NG A.G. O, CA 7 2 I K OO 1SJ ! / I ( ; CUR,., TO EX s l Q i y-� PN N� -� as '' ; � / � •" !� / ", / j !'. ' 1 �SRcMAIN --•��;I '' .G 530 2 ..� r I p I.X T _' _ ILQ 1 7 , , /JJ 1 , 4 ',1 �Ci .. -= r • ' i 1 n O c % t r^ t j' -' �-`�' ER,�51..N CONTROL MEA„UR�...�-IASL BE !h PLACE e='iL_cti OCT 5 b 7{ � -• �,`; - -_ ___ AND APRIL 15 AND Wu NEVER RAIN IS F..REGAS: FSR 1N= R,,JE.,7 -------- r --i '. \ r,tA,,N � _— _- -- _ - _ ��— �t'J � � s': —i VICINITY, --�_ c pAv{tsCs TO .� wo ON 20' (7RA1N,&GE EAS_t '-NT - � - ~ -- — ----- - / +.w A.5N 88-03'�31. T--- I � •- _Xt K' � _- � "� ..._--''t�• ry45°`�°� E ire �" �;' r 1 A. GO�iS, RUCTION StiALL B� SG�I�DUL�D A !. ` A . AN'vEF'c -"AT t �" '� AND EXtGU T E✓ ^i '�^ 1 9'-_=4*AINAGE EA. ___N � i J•_ �.:_ - \ �. -- ..--- '- �M \ m t c c^T ., t I ^c^I ,-,tea _ ^� CV 45 EXISTING ^ ^ � E E cc _ '- o Gam.,/.,EE Gam../, PER 2CcrG-Caaz39 �.-------------------------------------------------- F. TWE GAL O!�N A CzRE \ EJLDIiv G 5 . h RC �i"ITS BO 50(L EROSION AND P.`^NTIAL STOR I LA R �.� �+ u. _ _z - -----, -----_ S. QUI�N 5.IC6. i �t { F1 C2 G 2 O I �'--`-=--+ i 1C R I G r 1EASJFES NOTED 5W,4LL 5E IMPLEMENTED TO GCNFORM WIT" TSI_ 'BEST I , I _ . 4 ---- i �`---"•"-� A I I MANAG`cMENT PRAC" IDES' (E'`'�'5) OUTLINED INED IN TWE CA! !FCRN!A STCI; ^' ~ (�-` •L -� i i I GI 8' �'' tJATER QUALITY ASSOCIATION NANDBOCK, HOVE"BER 200'2 EDITION. _ DETAIL O� -- �-- ` I 6. ANY ,G1L A K M THE 'T INT TI-! I TR I SNA ', "R C: ED tR0 5 E O E PURL G 5 EE LL BE CLEANED UP A THE END G= E G WC. D T H 1 A RE 1 T % r A I i �-�� AY. EACTIVE 1. INACTIVE 50 ' STOGKPIL 5 S -+ALL BE COVER -D SOI L / BLDG 1, 1 (�----- f /` // t j Q,STCCK ILES SNA' VERED PR' T A Y F R A T RAIN EVENT, 1 r 1 P � N G S E �� BE GC CR O O. E E c i i 2 COOS 1 X-�--x� % / / / , it �. !i �.� EXISTING CURB f: if / r' f i r !/ i / C AN TE I E T c cS X44 MA! I F R Ti_4 D D G"T R / ! I t`; i?. R ON GCN ROS MEA„U ._ S LL BE N A N_C O. E URATICN �' O� CCNSTR'JGTICN OR UNTIL ALL EX=05EC SO!'_ !S COVERED W!TkI PAVING, _ + 1 VE6ETAT(CN OR CTrER PIN15� SURFAGINr AS S�OLUN ON THE PLANS. - -- i 1 I 9. WASNINC- OF GONGRETE EGJ!P"ENT AND TOOLS AT ANY LOGATICN OthER I ---- -- -- COICRE =_ 4=R: Ti44N Tµ_ DES ONATED WA„�-OU 5�+. t-1 X G !� a ? ^WN C'�I TWE PLAN• IS A VIOLATION ON CG ! I------------------------------------------------------------- ------------ ------- 1 11 N c Ip C + F I x ' LAS AND ..•l,1rJ_CT 10 FINE. x \ a I � 1 PROPOSED 'Ili! f 1I 1 I WELL ^ \ I 1 ^:Ex.IST1NG WELL �y '- - - - - DRA`NAG-E EASEMENT I p.,i ' PER RSN 88-C3�31 1 \' tr, i X X X—{• -X X X X , �-- - - - c _ INDEX OF DRSIWINrz;S N5o•42 42 ,- 15 EXIST.NG/ 1 LORI= I E L -D AVE. ,FxlSti!vCs DRAINLGE D�T�' OVE RAL L SITE Ph AN 1 O2 SITE D E TA I L, KE r: �A 1:1 P 1_ O O R f= l.._ A N ( A1.2 OO AN DETAILS 4 MOTES eITE f=L ,hl 1 �. R P r � ._.__..•� EX!5t NCs EvILD Nn OWNER r GUDGEL CONSTRUCT ICN A2 ELEVATIONS 1 PRCPoSED BUILDING Tu!5 PRO ECT >=x'ST!`N� 6° VERTICAL cuRe 629 ENTLER AVE. BOX 3� 43.1 U I INC; 6EOT I ON& BENCH MARK: -- - GNICO, CA 95928 � � D P�?ONE: 1530-624-1998 60d NAIL IN CsUTTER APPROXI(" 4TEL1' --� ��: D�S'CxNATED AccEs�leLE PATS of T Av> L. PANT �'+� IDETAILS Ems- c -c n+ oC ` : ' "1: NT WIT(4 6" W!DE L,,-+ TE ST !PIES AT BCRDER AND �' 295' WEST Or NORTR4WESTERL`►' PROPER I 'ATE PIT CORNER. ELEVATION 215.48 NVGD. I- —� 61.1 FOUNDATION PL ,�1�1 I ---------------- FuTUPE cuRe%cuRe AND GUTTER PROJECT LOCAITON 1 PROPOSED WALK OR CCN' -RETE 5LA5 ON GRADE (029 ENTLER AVE. 51.2 F O 1. N D A T I ON DETAILS sa�InWaS i 6" T�!GK L2!7 i.; 6/6/10/10 W'wM II II '' II -t- -t- -t- ICO, GA 95928 l.� 1 l.� I I �.. I I � L A�0UI ZK�yr�ao�an.�a SIR 9 9 NVN �.iMnD MUM s ^o4u�'7 I I I �I �I O ZI Y I � uj oI U5 W Q! I I l G ! w ' I i ZI C` N Cc (D 0 UI 1 M WII N um 0 x } < �I a U. ; N Lu �d N mco 0 J, `0+r cs� WN zI IL) Q ­ OXNN a0W.. QI ! m000.z 0 U "! x (L z _6 Z3 ly �U 00 UU 7_X 6, UO m m >~ J hurl U � � CO cv �W �z 7Q6� O _jOl n (Y ul _j U u d �- _j _j IL kn LL, QC4= 1�1J _ � W _J W � F- Z W � J U SCALE: JOB NO: i 4041 FILE: C:AUsers\PCUse-\Desktop\14C47 CbDCEL #3B\045-CI,dwg QRpFESS1, dA v, 1 r 2. C 34 \\• \ a CIV0- ' o �C p,0 / I 3/16/X!5 SHEET � O1 I ro' p FAR<ING 0 p BJMPER PARKING ONLY CONCRETE OR A.C. PAVING WITu 2% MAX ' SLOPE PAINT 'NO PARKING' WITH 12" LETTERS 9'-O" 8'-O'• loi--- DETAIL A Krs C2 SIGNS 4 MA ING Y1!NTERNATICNAL SYMBOL OF ACCESSIBILITY SIGN !NDIGATING PUBLIC ENTRANCE, CBC 1121 B.3 4CCES515LE PAR<ING SPACE IDEN7iF!C47i0N 5!GN PER GBG 1129 8.5, MOUNTED AT 80" ABOVE FG WITW 'VAN ACCESSIBLE" SIGN MOUNTED IMMEDIATELY BELOW THE IUWEELCW4!R SYMBOL, SEE G2 36" SQUARE S -SOWING ERCFfLE VIEW OF W;4EELCu4!R AND OCCUPANT. Wu!TE ON BLUE BACKGROJND. LOCATE A5 5u0'WN SO MAR<ING 15 vl5!R'_E WWEN SFAGE 15 OCCUPIED. PAVEMENT SUR`ACE MARKING - AREA TO BE STR!�'ED PER GBG II5-18B 5!C --N CCNFCR^'!NG WITW CBC 112e,51,4 STATING 5 "UNAUTWCRIZED VEWICLES ... MAY BE TOWED AT OWNER'S EXPENSE.... " SEE G7 li. l E LETTERS J ibAC VAdLE , REFLEGTORIZED ESSIGNS W TW WW!TE �i MAR<ING oN BLUE BACKGROUND AS NIE �7 LL. DETAIL 5 o C2 r TO ENTLE(R AVE SIDEWALK g 22" MIN UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNERS EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING DETAIL C C? BLANK SPACES TO BE FILLED IN WITW AFP'ROFRIATE INFORMAT!ON AS PERMANENT PART CF S!GN. EXISTING A.C. TO REMAIN EXISTING PLANTER TO i — — — — — — — — — — — — — — — — — L. _ J EXISTING- SEPTI SY5TE~ SITS DETAIL: I" = 20'. NOTE ALL IMPRO✓EM NTS ARE EXISTING UNLESS NOTED OTuERW'SE NEW CONCRETE WALKWAY. 6" CONCRETE ON 6" AC-G. 845E NEW A.G. PAVING. 3" A.G. OVER 8" ACG. BASE OVER CCMFACTED SUEGRADE LANDSCAPED AREA. AREA TO BE EG"J'PPED W!T-I AUTC"AtIG • . , .. . IRRIGATION 5YSTE"I CONFORMING WITW GA GREEN BUILDING CCDES STANDARDS SECTION 4.304J. SYSTEM MUST BE INSTALLED . . , . AT T WE T!ME OF FINAL INSE'ECTION AND 5u41 -L BE WEATHER OR • - . SOIL MOfS ,LIRE -BASED. C� pRECAST CONCRETE FAR<!NG EJ`"FER. DIRECTION OF SWEET DRAINAGE — —� DEFINED DRAINAGE IN VALLEY GUTTER ?16 5>✓07 ELEvAT!CN (EX15TING) FL FLOWL INE TG TOF CF GRATE } DESIGNATED FATW CF TRAVEL FROM FROPOSEv^ BUILDING TO ENTLER AVENUE. PER PARCEL MAF BY FEENY ENGINEERING AND S'JRVEYfNG CURRENT r UNDER REVUE BY BUTTE GCUNT YELLOW GLUE-DG.�,'N DETECTABLE WARNING MAT WITu GEC ` SECTION 11218.3.1. 36" WIDE IN DIRECTION OF TRAVEL AND FULL WIDTu OF TRAVELED WAY PARKING SPACE DEI! <GNEATED FOR FUELL-Etc CIENT CR VAN PAR<INS-. -EV MAREKC 'GLEAN AIR/VANFFCL/EV' PER GAL GREEN BUILDING STANDAR^,S CODE SECTION 45.106.5.1.3 0 V4R!ES 4S' MIN MAX PRECAST CONCRETE PARKING 5JMFER5 45 SWCW4.. 6' LONG TYFICAL. 4NCW01R i LANDSCAPE✓ !=ER MANUFACTURERS INSTRUCTIONS � OX r`NGRE G'' FL ANTER 1 Z ARCti I SLC== I i XQ, MIN A.G. F4V;N�;T TC !/4' FE R 77 \2X6 2X2XI8 REDWOOD CF REDWOOD CR FT STAKE , 32''i C.C. PT 14E4DER DETAIL 1� EXISTING A.C. TO REMAIN EXISTING PLANTER TO i — — — — — — — — — — — — — — — — — L. _ J EXISTING- SEPTI SY5TE~ SITS DETAIL: I" = 20'. NOTE ALL IMPRO✓EM NTS ARE EXISTING UNLESS NOTED OTuERW'SE NEW CONCRETE WALKWAY. 6" CONCRETE ON 6" AC-G. 845E NEW A.G. PAVING. 3" A.G. OVER 8" ACG. BASE OVER CCMFACTED SUEGRADE LANDSCAPED AREA. AREA TO BE EG"J'PPED W!T-I AUTC"AtIG • . , .. . IRRIGATION 5YSTE"I CONFORMING WITW GA GREEN BUILDING CCDES STANDARDS SECTION 4.304J. SYSTEM MUST BE INSTALLED . . , . AT T WE T!ME OF FINAL INSE'ECTION AND 5u41 -L BE WEATHER OR • - . SOIL MOfS ,LIRE -BASED. C� pRECAST CONCRETE FAR<!NG EJ`"FER. DIRECTION OF SWEET DRAINAGE — —� DEFINED DRAINAGE IN VALLEY GUTTER ?16 5>✓07 ELEvAT!CN (EX15TING) FL FLOWL INE TG TOF CF GRATE } DESIGNATED FATW CF TRAVEL FROM FROPOSEv^ BUILDING TO ENTLER AVENUE. PER PARCEL MAF BY FEENY ENGINEERING AND S'JRVEYfNG CURRENT r UNDER REVUE BY BUTTE GCUNT YELLOW GLUE-DG.�,'N DETECTABLE WARNING MAT WITu GEC ` SECTION 11218.3.1. 36" WIDE IN DIRECTION OF TRAVEL AND FULL WIDTu OF TRAVELED WAY PARKING SPACE DEI! <GNEATED FOR FUELL-Etc CIENT CR VAN PAR<INS-. -EV MAREKC 'GLEAN AIR/VANFFCL/EV' PER GAL GREEN BUILDING STANDAR^,S CODE SECTION 45.106.5.1.3 0 m O LI i -O J GAS METERS 5L1 1T 20' X a' STOREFRONT 0 4'-O" L �O r I RENTAL SPACE I z 2363 S.F. UNCONDITIONED SPACE IL T1'P I u,1 0 i x I b I _ - i I I!I r- � II U t ®r-�� o --------- 117 ! ! I! t t' 0 eL fiENTAL. SPACE 2363 SF. UNCONDITIONED SPAC 20' X 8' STOREFRCNT 0 0 16'}O" 0 0 229'_0" 22T -O" 5L TO 5L 2a' -C" L 2a' -C" L 28'-O" O"� 14'-O" L I� 14'- , 5' 8'-O" a' - C" 0 0 2Q' -O° I 1 J I J tJ < J '-- -14' X 14R.U. 14' X Id' R.U. 14' X 14' R.U. 14' X 14' R.U. -- -- ---- I 16' X a' S i ,_ RE;=R0NT li II - II II it II X e' -CREP li II II II II II II ii II II Il II II II ! F:ENTAL SPACE 3 i i RENTAL SPACE !�p i ! RENTAL SPACE I I I 2240 SF. ! ! 2240 S.F. ! ! 2223 S.F. II UNCONDITIONED SPACE UNCONDITIONED SPACE UNCONDITIONED SPACE II II !! J= — — — — — — — — — — — I RLUr"S FOR 'REFRONT ,, c�co /I J CLl II !{ II ! !! II II ! I! II II10A N ( ENTAL SPACE 8 ! RENTAL SPACE - I I RENTAL SPACE 4 ! ! 2240 SF. (! 22S.F. x ( i II I! II UNCONDITTI ONED SPACE ! ! 2240 S.F. I I UNCONDITIONED SPACE i ITION SPACE I 3. t UNCON D ED P I I i � ! II !! II I I !6' X a' 6 T OREFRCNT I ! i6' X e' STOREFRONT I ! FCRTAL FRA^'E 57. CECO t....; LLAN: 1/ 1 .., WILDING A.'z'A: 13,33 SF. PROVIDE WALL "CUNTED 24,:(O -BC FIRE EXT!NG-UISNER IN CArallNE 1 OR Sl --,4,_—<_'E:7 077 44 TOP NO "CRS 7i44N 5' FEO`" FF. VERi;=` LOCATIONS WITH F!RE FRIOR TC INS'ALLATION, 1=1 RE DEPARTMENT PZOUIREMENTS: !. PF:^iViDi ONFI S LA: iOE� R -C �X'!!ti`: +I^i4 R 1�O':N i =_: IN CAS"�i,`_ I OP 0 E 3 R 4 G < E 7 SO TCP 15 NO r"'OR` THAN 5' ABOVE F. A T E/_,/_ -N A,.. N Uti 7. 2. POST SUIT; ADDRESS ON EACH SEPARA T E UNIT AT FRCN'T (NOT GN DOOR) AND CAGI-i BACK DOCK, 3. NOTIF?' FIRE DEPARTI"fENT NAZARDOUS OPERATIONS, PROGE5SE5 OR STOIR4GE WILL BE CONDUCTED IN ANY UNIT. A SPECIAL PER -IIT FRCi"1 NE FIRE DEPARTI`iENT BE REa'JIRED, b a I — I O RONT 14' X ;4' R.U. �-� Id' X 14' R.U. ! I t - — — — — — — — — — - -� I 16=0" I i C7 � 7. I NI 3G1C t {y. ! Ui u.. ! U. II !{ II ! !! II II ! I! II II10A N ( ENTAL SPACE 8 ! RENTAL SPACE - I I RENTAL SPACE 4 ! ! 2240 SF. (! 22S.F. x ( i II I! II UNCONDITTI ONED SPACE ! ! 2240 S.F. I I UNCONDITIONED SPACE i ITION SPACE I 3. t UNCON D ED P I I i � ! II !! II I I !6' X a' 6 T OREFRCNT I ! i6' X e' STOREFRONT I ! FCRTAL FRA^'E 57. CECO t....; LLAN: 1/ 1 .., WILDING A.'z'A: 13,33 SF. PROVIDE WALL "CUNTED 24,:(O -BC FIRE EXT!NG-UISNER IN CArallNE 1 OR Sl --,4,_—<_'E:7 077 44 TOP NO "CRS 7i44N 5' FEO`" FF. VERi;=` LOCATIONS WITH F!RE FRIOR TC INS'ALLATION, 1=1 RE DEPARTMENT PZOUIREMENTS: !. PF:^iViDi ONFI S LA: iOE� R -C �X'!!ti`: +I^i4 R 1�O':N i =_: IN CAS"�i,`_ I OP 0 E 3 R 4 G < E 7 SO TCP 15 NO r"'OR` THAN 5' ABOVE F. A T E/_,/_ -N A,.. N Uti 7. 2. POST SUIT; ADDRESS ON EACH SEPARA T E UNIT AT FRCN'T (NOT GN DOOR) AND CAGI-i BACK DOCK, 3. NOTIF?' FIRE DEPARTI"fENT NAZARDOUS OPERATIONS, PROGE5SE5 OR STOIR4GE WILL BE CONDUCTED IN ANY UNIT. A SPECIAL PER -IIT FRCi"1 NE FIRE DEPARTI`iENT BE REa'JIRED, b a I — I O RONT 14' X ;4' R.U. �-� Id' X 14' R.U. ! I t - — — — — — — — — — - -� I 16=0" R.R. FINISH NOTES 3 1/2" '-- -_ A. PAINT GWR W'!TH 2-COAT5 S.G ENAMEL - �`- B. WAINSCOT TO BE PL45TIC LAMINATE OR 2 -PART EPDXY FiNISH WHERE APPROVED BY BUILDING DEP4RTMENT. i I o UJOMEt18 a �l e 0 POWER ExHAUSTFAN VENTED TO i 0.5. TYPICAL z 3 CL 1 G W NOTE: THESE DETAILS ARE FOR DIMENSIONAL REFERENCE ONLY IN LAYING OUT ROUGH PLUMBING. ACTUAL RR CONSTRUCTION 5WALL BE BY SEPARATE PERMIT AND CONFOF!' i WiTH ALL APPLICABLE REQUIREMENTS AT THE TIME OF CONSTRUCTION. DETAIL� r�ee �s OI~TIONAL i M!RR^R �I -- ---- ! 5 N O � Q71 i i RR ELEVATION I'l O 1 1/2"m 55 GRAB BAR i J I I , m' i TP Di5 5 RR ELEVATiON 1*3 ii -0A -�0 G. 5 BAS- TC BE SELF -COVE VINYL OR R BSER . RJBBER BASE TO BE SEALED AT FLOOR. D. 5"'OOTI-1, HARD, NONABSORBENT FLOOR FINIS -4 MAY BE SHEET VINYL OR 5EALED CONCRETE WiTH CERAMIC TiLE BASE OR SHEET VINYL FLOORING WITH SELF COVE BASE. SHEET VINYL 5WALL BE APPROVED BY THE BUILDING DEPT E. ALL W.C.'5 TO HAVE ELONGATED BOWLS AND BE EQUIPPED WITH OPEN FRONT SEATS. F, PROVIDE SIGNS AT DOORS CR ENTRANCE TO REST ROOMS . 45 REQUIRED BY SECTION 2-511 CF TiTLE 2d. 1) MEN'S RR - VIA" TW!CK WHITE TRIANGLE WITH 12" EDGES, VERTEX POINTING Up, SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY WiTH DOOR. 2) WOMEN'S RR - 12" DIAMETER WHITE CIRCLE, 1/4", SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY W!TW DOOR, 3) UNISEX RR - 12" DIAMETER WHITE CIRCLE, 1/4" THICK !''17W 1/4" THICK WI-11TE TRIANGLE SU�'ER!MPCSED. SIGN BACKGROUND COLOR TO CONTRAST D!51,'NNCTIVELY WITH DOOR, G. REST RCOM5 SHALL HAVE TWE INTERNATIONAL SYMBOL CF ACCESSIBILITY INSTALLED ON TWE WALL ADJACENT TO TWE LATCH SIDE CF TWE CCCR. SYMBOL 5441-L BE 6" IN WEIGHT AND MOUNTED 60" ABOVE '=LCCR W!TH VERBAL DESCR!PTION 0= RCOM USAGE (MEN'S RR, WO'-lEN'S RR, UNSEX SHOWER) BELOW, W, BRAILLE SIGN INDICATING ROOM USE MOUNTED BETWEEN 4g" At 6C" AFF_ GWB CEILING / PAINTED 5.G E. RR ELEVATiON #2 G=W'B CEILING PAINTED 5.6 E, I O f ! RR ELEVATiON 414 J� GENERAL NOTES I. ENGINEERING DESIGN LOADS ROOF LIVE LOAD: MINIMUMS PER CBC TABLE i6C1A.1 WEND LOADING BASED ON: HO MPH/EXPOSURE "C" SEIS^-IIC DESIGN: SITE CATEGORY: D RISK. CATEGORY! 11 5EISMIC IMPORTANCE FACTCR: I.0 55 0592 51 - 0.226 SDI 0.293 SDS = C.523 SDC V, SFRS OSMRC/OSGBF Cs = 0,1504 FRAME / : G.1619 BRACE AN4LYSE5 BY EQUIVALENT LATERAL FORCE METHOD 2. CCN5TR'JCTION SHALL CCNFCR^9 TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING TWE FOLLOWING: 2010 CALIFORNIA STATE BUILDING CODE, TITLE 24, PART 2 2010 GALIFCRN!A STATE ELECTRICAL CODETITLE 24, PART 3 2010 CALIFCRN!A STATE MECH4NICAL CODE, TITLE 24, PART 4 2010 CALIFORNIA STATE PLU!''61NG CODE, 'TITLE 24, PART 5 2010 CALIFORNIA STATE ENERGY CODE, TITLE 24, PART 6 2010 CALIFCRN!A STATE FIRE CODE, TITLE _24, PART 9 2010 C4LiPORN!4 GREEN BUILDING STANDARDS CODE 3. STEEL BUILDING SHALL BE DESIGNED BY CTWER5 TO CBG AND MBMA RECUIREMENT5. MANLIFACTURER SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. 4. EACH SUBCCNTRACTCR SHALL EXAMINE THE PLANS CAREFULLY WITH RESPECT TO ADJOINING WORK. ANY CONFLICTS SWALL BE REPORTED TO THE EiNG-!NEER PRiOR TO TWE BEGINNING CF WORK. 5, TWE SEAL AND SIGNATURE FCR THESE PLANS APPLIES ONLY TO THE DESIGN ON TWE BUILDING COMPONENTS AND FEATURES 5H0,,LN AND SPECIF!CALL`' DETAILED ON THESE PLANS AND 15 NOT INTENDED 45 THE SEAL CF TWE ENGINEER 0= RECCRD FOR TWE ENTIRE PROJECT. SPECIAL INSPECTIONS 1. REQUfRED SPECIAL INSPECTIONS 544LL BE PERFORMED BY AN INDEPENDENT 5PEC!4L IN5PEC T CR PER CHAPTER III OF TIWE CBG AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. 2. THE 5PEC!AL INSPECTOR 51-44LL BE I- RED BY THE O''"NER AND APPROVED BY THE ENGINEER. 3. SPECIAL INS"ECTOIR CERTIFICATIONS SHALL BE SUBMITTED TO TWE BUILDING DEPARTMENT WITH THE PER -'i17 APPLICATION. THE SPECIAL INSPECTOR MUST BE APPROVED BY THE BUILDING DEPARTMENT PRIOR TO BEGINNING CONSTRUCTION. 4. ALL INSPECTOR'S W4NDWRITTEN LOGS 5WALL BE 4VA11-14BLE ON THE JCB5ITE FOR REVIEW BY BUILDING DEPARTMENT FIELD INSPECTORS. 5. COPIES CF ALL INSPECTOR REPORTS 6H41LL BE FILED WITH THE LOCAL BUILDING DEPARTMENT AND GRANDALL ENGINEERING, REPORTS 5WALL BE FILED WEEKLY DURING CONSTRUCTION. REPORTS 51-4A1-1- NOTE ALL DISCREPANCIES WHETHER CORRECTED OR NOT. 6, UPON COMPLETION OF THE PROJECT, THE INSPECTOR SHALL SUBMIT A FiNAL SiGNED REPORT STATiNrs WHETHER TWE WORK REQUIRING S�EGiAL iN5PECTICN WAS, TO TWE BEST OF THE INSPECTOR'S KNOWLEDGE, PER=ORMED IN CONMOR'"iANCE TO THE AAPROVED PLANS AND GC� IAPPLICABLE! 4r1ONS ANTC FR I A C S OF TWE CBC AND/CR iCG REPORT. 1. SPECIAL INSPECTION 15 REQUIRED FOR THE FCLLCWING ITEMS AND PROCEDURES NOTED. _DU _S A S OED. W*W STFMNGTN DOLTMG: A. ALL HIGH STRENGTH BOLTS ARE TO BE INSTALLED USING "TURN CF THE_ NUT" METHOD SPECIFIED iN THE 137W ED! -,!ON OF THE 415C "SPECIFICATION FOR STRUCTURAL JC!N75 USING ASTM A325 OR 4490 BOLTS". PERIODIC t"fON'TCR!NG CF BOLT TIGHTENING 15 ACCEPTABLE WHEN USING "TURN OF THE NUT" METHOD_ B. INSPECTOR 5HALL VERIFY THAT ALL 51OLT5 AND WASHERS GCNFORM WITW TWE REQUIRED SPECIFICATION. C. INSFESTOR 5HALL VERIFY THAT THE MEMBERS TO BE CONNECTED ARE PROPERLY ALIGNED PRIOR -C TIG'-4TENIN5. D. TESTER 5H4LL OBSERVE THE CALIBRATION PROCEDURES WHEN REQUIRED BY THE ASTM SF'ECIFICATiON (4325 OR 4490) AND I"CNITCR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL PL!E5 OF CONNECTED MATERIAL I-4AVE BEEN DRA tRN TCGETHER. GONC MTE A. SHALL PERIODICALLY INSPECT REINFORCING iN EXCAVATIONS AND FORMS PRIOR TO PLACEMENT OF CONCRETE. INSPECTOR 5H4LL VERIFY BAR SiZE, NUMBER, PLACEMENT AND GRADE FOR CION^OR"''ANCE WITW APPROVED PI -ANS. B. INSPECTOR 5H4LL VERIFY -THE USE OF TWE REQUIRED DESIGN MiX. C. IN5=ECTCR PERIODICALLY OBSERVE PLACING OE CONCRETE AND MAINTAIN A PLACING RECORD INCLUDING DATE, TI`''E AND PORTIONS OF CONSTRUCTION PLACED. D. NNSPECTOR 5'HALL MONITOR TAKING OF TEST SPECiMEN5 FOR 5TRENGTi4 TESTS, PERFCR'l SLU'' P AND DETERMINE T NE T E!"iFERATURE OF THE CONCRETE. SAMPLE5 FOR 5TRENGTH 7E57 SuALL BE TAKEN 45 REQUIRED BY AGI 318: 5.6. BOLTS EMBEDDED iN CXNCfMTE A. ANC -HCR, ROC, ANCHOR BOLTS OR OTHER ITEMS EMBEDDED IN CONCRETE SPECIFICALLY" NOTED TO REQUIRE SPECIAL INSPECTION SuALL RECEIVE SPECIAL INSPECTION PER TH15 SECTION. B, INSPEGTCR SWALL. VERIFY' GRADE OF STEEL AND SIZE CC EMBEDDED ITEMS. INSPECTOR SWALL VERIFY SiZE AND LOCATION CF ALL REINFORCING WITHIN THE VIC!N!TY OF THE E^^BEDDED ITEMS. INSPECTOR 5H4LL ALSO VERIFY THAT EMBEDDED ITEM AND REINGORCENG ARE SECURELY HELD iN PLACE PRIOR TO PLACING OF CONCRETE. C. INSPECTOR 5H41LL OBSERVE PLACEMENT OF CONCRETE AND VERIFY PROPER CONSOLIDATION CF CONCRETE AROUND E"BEDDED ITEMS AND ADJACENT REIN=CRCING. ANCHORS SET M HARDENED CONCRETE A: STEEL ANCi-IOR5 SET IN HARDENED CONCRETE 5H4LL RECEIVE SP=C14L IN5PECTION PER THIS SECTION, B. INSPECTOR 5H4LL VERIFY' 51ZE AND GRADE CF 4NCHOR CR ANCHOR ROD, ROD MATERIAL, TYPE OF EPCXY ADHESIVE, AND SIZE Cr- DRiLL BiT USED FOR BORING HOLE IN CONCRETE. C. INSPEGTCR SHALL VERIFY PROPER DRILLING AND CLEANING Or- HOLE, FHOLE, MIXING C-- ADuE5`VE AND INSERTION C'= ROD, D. INSPECTOR 5WALL AL50 NOTE AMBIENT TE",1PER4ITURE FOR CONFOR.'?4iNGE WITH REQU'REMENT5 LISTING WHERE APPLICABLE. STUCCO NOTES 1. STUCCO (EXTERIOR LATH AND PLASTER) 5H4LL BE APPLIED IN ACCORDANCE WITH SECTION 2508 OF TWE CBC, APPLICATION 51-4ALL BE IN THREE COATS OVER METAL LATH OR WIRE FABRIC AND TWO COATS WHEN APPLIED TO MASONRY OR CONCRETE. TOTAL THICKNESS SHALL NOT BE LE55 THAN 1/8" 2. WuERF STUD WALL JOiNS TO A SLAB AT GRADE, STUCCO SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW LATH AND PAPER. PROVIDE FLASHING OR WEEP SCREED AT SUCH JOINTS. SOiL NOTES 1. FOUNDATiCN DESIGN 15 BASED ON "50!LS INVESTIGATION FOR PROPOSED COMMERCIAL SHELL BUILDINGS FOR RICK GUDGEL - ENTLER AVE, CW1CC", DATED 22/15/15 Y GRANDALL ENGINEERING. 2. FOUNDATION DESIGN PARAMETERS ARE: SOIL BEARING CAPACITI': 1500 PSF LATERAL BEARING: 150 PGF COEFFICIENT CF FRICTION, 0,25 3. THE PROPOSED BUILDING- SITE iS LEVEL AND EXCAVATION WILL BE LIMITED TO STRIPPING THE 51TE CF ALL LOOSE MATERIAL VEGETATION AND LOOSE SURFACE SOILS. FiLL FOR 5UPPCRT C= BUILDING SLAB AND ANY MINCR FILLS REQUIRED TO REPLACE CVEREXCAVATICN REQUIRED AT SOFT 6FCT5 IS TO CONSIST OF CLEAN GRAVEL. 4, IF SOIL CCNCITION5 ARE ENCOUNTE RED DURING CONSTRUCTION THAT DIFFER FROM THOSE DESCRIBED IN THE REPCRT, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY AND MEASURES TAKEN 45 DIRECTED, LiGHT GAUGE STEEL FR.AMiNG I. ALL LIGHT GAUGE STEEL STUDS, .10!575AND TRACK SHALL BE GALVANIZED CR PAINTED 5W4PE5 MADE FROM STEEL CONFORMING TO 45TM 4448. GRADE A WITH A MINIMUM YIELD POINT Cr- 33,000 PSI, SW4PE5 AND SIZES NOTED ON THESE PLANS ARE STANDARD SHAPES AS LISTED IN THE STEEL STUD MANUFACTURER'5 ASSOCIATION CATALOG AND LG.B.O. ER NO, 4943P. DESIGNATED MEMBER SIZES ARE STANDARD i"1.5.M.A. DESIGNATION. 2. ALL HAt CWANSNC L AND 5U - I TSECTIONS SHA'` L BE GALVANIZED SWA P ES MADE FROM STEEL CONFORMING TO ASTM A445 GRADE A WiTH A MINIMUM YIELD PONT OF 40,000 PSI AS MANUFACTURED BY BNP STEEL BUILDING PRODUCTS. 3. ALL STUD WALLS S441-1- HAVE CONTINUOUS TOP AND BOTTOM TRAGK5 CF THICK- NESS MATCHING e7.05 UD5 UNLESS NOTED CTWERWI5E. TOP TRACKS 5HALL BE SPLICED WIT;-' 14" SECTIONS OF IDENTICAL MATERIAL INVERTED AND LAPPED 1" ON EACW SECTION AND ATTACHED WITH A MINIMUM OF 3-"!O X I" SCREWS THROUGW EACH FLANGE CF EACH PIECE OR A5 SHOWN ON THE PLANS. 4, ALL BOTTOM TRACK 5HALL BE ATTACWED TO CONCRETE SUBSTRUCTURE WITH 0.14"t, X 1 1/2" SHOT PiNS AT 24" O.C. UNLESS NOTED OTHERWISE. 5. CONNECTIONS CF SIGHT GAUGE STEEL FRAMING SHALL BE ACCOMPLISHED BY MEANS OF SELF -DRILLING TEK SCREWS OF THE SIZE INDICATED ON THE PLANS. WHERE CONNECTION 15 NOT SPECIFICALLY 51-4CWN, IT SHALL BE MADE 45 NOTED BELOW OR PER THE 5714NDARD DETAILS 5W40UN IN THE STEEL FRAMING MANUFACTURER'S SPECIFICATIONS AND APPRCPRIATE IGC REPORT. STUD TO TRACK:: 1 - "10 SCREW EACH FLANGE JOIST TO TRACK: 2 - "!C 5CREW5 TO WALL TOP TRACK (I THROUGH CLOSURE TR4CK) AND I SCREW TO TOP FLANGE OF CLOSURE TRACK BRIDGING TO JOISTS: 1 - "'0 SCREW AT EACW CROSSING BRACING TO STUDS- 1 - 010 SCREW AT EACW CROSSING 6. SCREW LENGTH 5WALL BE ADEQUATE TO PENETRATE ALL REQUIRED COMPONENTS AND PROVIDE AT LEAST 1/4" PROJECTION OF THE THREADED PCRTION BEYOND THE L45T COMPONEiNT, '1. SCREW TWREADS FOR EACH SIZE SCREW 5H4LL BE 45 FOLLCW'S UNLESS SPECIFICALLY NOTED OTI-4ERW!5E: "cam SCREWS -'8 THREADS PER INCW "10 SCREWS - 15 THREADS PER INCH 012, "14 t 1/4 SCREWS - 14 THREADS PER INCW 8, SCREw'5 FOR FASTENING STEEL TO STEEL SHALL BE STANDARD HEXAGONAL HEAD SCREWS UNLESS WEADS MAY INTERFERE WITH INSTALLATION OF FiNI5W SURFACING WHERE PAN -HEADED SCREWS MAY BE USED. SCREWS USED TO FASTEN PLYWOOD 5H41-1- BE WAFER HEAD SCREWS. 9, MINIMUM SCREW SPACING AND EDGE DISTANCE 5W4LL BE AS FOLLOWS: "710 d 0',2 - 3/4" MINI"^UM •;4 t 1/4 - 1" MINIMUM IC. WHERE SWEET METALS OF DIFFERENT TWICKNE55 ARE TO BE FASTENED, SCREWS 5H4LL BE DRIVEN 50 THAT THE THINNER METAL 15 FIRST PENETRATED II, SHEET METAL SI.4'EATW!NG FOR DESIGNATED SWEAR PANELS 5W4LL BE MADE FRO'l STEEL CON=ORMING TO ASTM 4448. GRADE A WITH A YIELD POINT CF 33,000 PS!. SHEETS OF WIGuER YIELD OR GREATER TH1CKNE55 51-14LL NOT BE 6U55TITU'ED WITHOUT TWE WRITTEN APPROVAL OF THE ENGINEER. CECO ROOFING, 6IDiNG AND SOFFIT PANELS: 1. STEEL SIDING, CANOPY 4 SOFFIT PANELS SI-14LL BE AS SUPPLIED By.CECC WITW FACTORY APPLIED F!NI51-4 IN COLOR 4S NOTED ON ELEVATIONS. ROOFING 5WALL BE CECO 'LCCK5E4M', CONCEALED -FASTENER PANELS WITH G4LV4LU!"!E F!N161-1. 2. SIDING t SOFFIT PANELS 5H4LL BE FASTENED TO SUQFCRTiNG i'1,E,"!5ER5 45 NOTED BY CECO. WHERE SUPPORTING MEMBERS ARE FiELD INSTALLED, "12 GASKETED 5CREW5 5H4LL BE USED 45 FOLLOWS; 5CREW5 Co" C.G. AT PANEL ENDS SCREWS 12" O.C. AT PANEL INTER'''EDIATE SUPPORTS SCREWS AT 30" O.C. ALONG PANEL 51DE LAPS. 3. "LOCK5E,4M" RCO-1NCs AND CANOPY P4NEL5 5H4LL BE F-45-1ENED TO SUPPORTING MEMBERS WITH CLIPS 45 NOTED BY CECO. d. EXPOSED FLASHfNS SHALL BE CECO STAND4RD PREFINISHED STEEL PARTS OR CU5T0'"! MADE FROM CECO ROLL -STOCK GCLCRED TO MATCH JOINED MATERIALS, 5. CONTRACTOR 5H4LL BE RESPONSIBLE FOR INSTALLING ALL FLASHING, CLCSJRC STRIPS AND OTHER MATERIALS 45 REOUIRED FOR lxiE4TWER-TIGHT CONSTRUCTICN, SUILDIi IG DATA - 2010 CBC OCCUPANCY GROUP: SHALL BUILDING INTENDED FOR USE AS THE ANY OF THE FOLLOWING OCCUPANCIES: B, M, Fl, F2, 81, 82 TYPE OF CONSTRUCTION: IIB (NO SPRiNlGLERS) LOCATION ON PROPERTY= NORTH: 85'1 TO EXISTING BUILDING (20' TO ASSUMED PL) EAST: 10' TO EXISTING BUILDING (20' TO ASSUMED PL) SOUTH: 60' TO PL UJI=ST: 712'1 TO EXISTINCs BUILDING (20' TO ASSUMED PL) FLOOR ATEA: PROPOSED: 18,333 $a FT. ALLOWABLE AREA: 12,000 50. FT. FOR B, M, 81 4 FI 18,000 50. FT. FOR F2 4 82 INCREASE FOR SETBACK 4-51DES: 15% MAXIMUM AREA TO BE DETERMINED AS PART OF FUTURE PERMITS HEIGHT: PROPOSED ii' MEAN ROOF, 22.-2' MAX ALLOWABLE HEIGHT • 55' NUMBER OF STORIES: PROPOSED : SINGLE STORY (WITH EXISTING MEZZANINE) ALLOWABLE TWO STORY FOR PLANNED OCCUPANCIES OCCUPANT LOAD: NOT DETERMINED EXiTS. REQUIRED: NOT DETEFZMINED PROPOSED: 16 EXITS A 8f= -f= IP.�4TE PER1'MiT FROi'"''i BUTTE COUNT"'' WILL 8E REOUiRED f=oR ii�tPRoYEMENTB AND OCCUPANCY OF ALL SPACES. CONCRETE NOTES I. CONCRETE 5HALL BE A CCMMERGIALLY AVAILABLE TRANSIT- MIX PRCFERL Y PROPORTIONED AND DELIVERED TO TWE SITE IN READY -MIX TRUCKS. AGGREGATE SIZE SMALL BEA MAX!i-*Ji-1 OF 1-1/2" IN F0UND4TION5 AND 3/4" AT ALL OT�IER M C. G �' EXCEED o ; � c I E EE ,r � C A1. N WA � 4" H ' LOG C ,,. S�U 5 LL NO �x� CURNS �'; N A - P A; ��D CU s CO Cl. � 5 �L B� ., R �D ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TOUaLING. 2. ALL CEMENT 5WALL CONFCR"1 TO 4571N1 STANDARD C-150. ALL AGGREGATES 5WALL CCNFOR" TO ASTM STANDARD C-33. R=T F POR F N ATI AND cl Aec- RA WAI W 1. l 3 GONG, � E USED C OU D ONS .. „ .., ON GRADE Av A M NIhT M c 5 �L E 28-D4Y CC''1PRE551VE 57RENGTH OF 3000 PSI, AND 5W4LL NOT CONTAIN LE55 TW4N 5 SACKS OF CEMENT PER CUBIC YARD. 4. ALL REINFORCING BARS SHALL BE GRADE 40 (FY -40,000 FSI) EXCEF:7 WHERE NOTED OTHERWISE. REINFORCING 5HALL CCNmORM TO,45771 5TANDARD A-615 EXCEPT W'WERE WIELDING C^ R=BAR I5 REQUIRED WHERE REINFORCING CONFOR' ,ING TO 45TM 4106 5W4LL BE USED. 5. REIN--ORCING MAY BE WELDED ONLY AS SHOWN ON TWE5E PLANS. TACK WELDING TO HOLD FOR ALIGNMENT 5HALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. PREHEAT ALL "T AND LARGER BAR PER AWS D14 -Q2. PREHEAT NOT REQUIR>=D FOR BAR 51E5 "6 4ND e!14LLER 6. REINFORCING SHALL BE LAID OJT TO M N'MiZE TWE NUMB=R OF 5, IC 5=-ICE5 IN CONTI N'JOt S REIN=ORSV''-NT FOR BAR SIZES 01" TWRO'I;GW "8, 5W4LL LAP AS NOTED ON TIJ- PLANS OR. 45 FOLLOWS: GRADE 40 REfNFCRSIW-1 54R5: M!N:.MUM Or 32 BAR DIA''^ETERS. GRADE 60 F=IN--ORCENG BARS. M!NIMU" C=48 BAR D141 "ETER5- VRE ME5u: 12" OR 2 -WIRE SPACES, WHICHEVER 15 GREATER. WHERE ALL BARS IN A MAT CR SECT ICN OF A BEA -1 ARE SPLICED AT TWE SAME LOCATION OR MORE TWAN 12" OP FRESH CONCRETE 15 TO SE PLACED B=LOW THE BAR5, THE ABOVE D15TANSES 54ALL BE INCREASED AN ADDIrIGNAL 3C SPLIGE5 IN BARS LARGER THAN "8 5WALL BE ONL" 45 SWOav ON TWE PL4N5. 71. UNLESS 5WGl�l OTHER'W'''SE, TWE M!NT' UM CCNGRETE COVER FOR REINFORCING 5H4' L BE 2" EXCEPT WHEN CONCRETE 115 TO BE PLACED DIRECTLY AGAINST EARTH WW R= IT 5HALL BE 3" 8 ALL ANCHOR BOLTS 5W4LL CC!NFCt W'!TH ASTM A -gal. 9. SFECIAL INSFECTfCN C-- CONCRETE FOR FOJNDATiCNS AND SLABS-ON-G-RA^E 715 NC' REQUIRED PER EXCEPTIONS 1 4 3 TO CBC SECTION I1C4 4. CONCRETE SLAB CONSTRUCTION I. CONCRETE SLAB 45 SHOwN ON TWE PLANS 15 TWE M!N'MUM Ti-1'C<NESS AND REIN-ORC'NG REQUIRED FOR STABILITY OF STEEL BU'LDING AND IS 4DEQU4TE FOR NORMAL CCMMERCIAL USE INCLUDING PNEUMATIC TIRED VEHICULAR TR4FF C. 1= HEAVY LOADING FRC"! 57CRED MATERIALS, RACKS, FCRKLIFT5 OR 5T4TICN44-<Y EQUIPMENT IS ANT CiPATED, THE ENGINEER 6WCULD BE NOTIFIED AND SLAB THICKNESS AND RE`NFORCING MAY" IE- ADJUSTED. 2. CRACK CONTROL JOINTING SW' -,WN MAY BE ALTERED AT THE CONTRACTOR'S OPTION PROVIDED TWE JOINTS ARE SPACED AT APPROXIMATELY 15' INTERVALS IN 50TW DIRECTIONS, TWE MAXIMUM SPACING SHALL IN NO C45E EXCEED 20. 4. CRACK CONTROL JOINTS MAY BE MADE BY EITHER EMBEDDING AN 4PFROVED INSERT 5UCW AS ZIP -STRIP OR KEY-KCLD IN THE CONCRETE OR BY 54W -CUTTING TWE CONCRETE AS 50ON 45 PR4GT!C4SLE AFTER PLACING. IF 54IWCUTTING 15 TO BE USED, AND NO SPECIAL, DEFTH Cr- SAWGU T SuALL BE 1/3 S1-45 THICKNESS UNLESS 5PECIFIC4LLY DETAILED CT4ERWI5E ON PLAN5. WHEN 54WCUTTING JOINTS CARE BE EXERCISED 50 45 NOT TO CUT WAIRPINS, FRAME TIES OR CTHER STRUCTURAL RE INFO,RC 1NG. 5. UNLESS SPECIFIED OTHER,JiSE, REIN=ORCING 5WALL BE CONTINUOUS THROUGH THE CRACK -CONTROL JC!NTS. PREFABRICATED STEEL BUILDING PLANS AND CALCULATIONS B" CECO BUILDING SYSTEMS FOR BUILDING NUMBER 14-B-711191, BEARING THE SIGNATURE AND SEAL OF RICHARD STEVENSON, C-38165, WAVE BEEN REVIEWED AND FOUND TO BE COMPATIBLE WITH THE OVERALL DESIGN OF TH15 PROJECT EXiT DOOR MOTF MlT5 I, ALL EXIT DOCKS SHALL BE C-EN45LE FROM THE INSIDE WiTIJCUT TWE USE CF A KEY, SPECIAL KNOWLEDGE OR E=FORT. DOOR �, XIS 2. DCCR HARDWARE SuALL CONFORM TO CBC SECTION IOOE.I? AND BE MOUNTED BETWEEN 34" 1 44" ABOVE THE FINISHED /j- E a� h FLCCQ. DOOR HARDWARE 5HALL BE 51NG':.E•EFFCRT, LEVER TYFE WARDI WARE CONFOR"ING TO CBC IIB -404,2.1 AND NOT 2 �'�F. REQUIRING TIGHT GRASPING, F'1NCHIN5 OR TWISTING OF THE WRIST TO CI-rRaTE. ter-- ---mac- 3. T'�E BCTTC^1 10" OF ALL DOORS 5H41-1- HAVE A 51'IOCTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WL4EELCH4IIR FOOTREST WITHOUT CATCHING OR CREATING XI A HAZARDCuS CONDITION. CBS 115-404.2,10, q TWRESWOLD I.I d. THE MAXIMUM'REQUIRED TO CPEN DOORS (OTNER THAN F;RE DOCKS) 5HALL NOT EXCEED 5 LP -'5. CBC II5-404.20 5. EXIT SIGNS 5WALL BE INSTALLED AT ALL EX17 DOCP:JAYS AS TACTILE EXIT SIGN REQUIRED BY CBC SECTION 1011-0. SIGNS 5U4LL BE READILY v1S!BLE FRC" ANY DIRECTION OF EGRESS TRAVEL. BUILCING INTERIOR 6. ALL GRADE LEVEL EXIT DOORS SHALL BE !DENTIFIED ON THE INSIDE WITH TACTILE EXIT SIGNAGE FOR GRADE LEVEL EXITS 0TiJOUT RAMP OR 5TAiRLJAY TO CHC SECTION i iOIL3. SIGNS SHALL BE MOUNTED BETWEEN 45" AND 6C" AF.F. �i SIGN MARLING 5H4LL CONFER" TO CBG WS -71033, ITE"-! 1. !I o. i U' 1, ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIF'ED AT THE A tip TONAL SYY G OL EXTERIOR W TW AND INTERNATIONAL SYMBOL O= ACCE5SiB'LITY CP 4 G AGC S,B.LIT. ICN 5' p ! Cv-'S CTI a, .GN CON CRM NG 7O .�., SECTION .ON 8-10,. .2.1. SIGN SuALL BE POSTED ADJACENT TO THE DOOR AT 6C" ABOVE THE WALKING SURFACE. I DOOR LANDING AREA TO BE 5M007H WARD 5UR=ACE CONCRETE CR A.G. PAVING) WIT:4 --"'- MAX!MU" 5LOFE NOT MCRE T"N 1/4" PER FOOT DETAIL ro4'N% R.R. FINISH NOTES 3 1/2" '-- -_ A. PAINT GWR W'!TH 2-COAT5 S.G ENAMEL - �`- B. WAINSCOT TO BE PL45TIC LAMINATE OR 2 -PART EPDXY FiNISH WHERE APPROVED BY BUILDING DEP4RTMENT. i I o UJOMEt18 a �l e 0 POWER ExHAUSTFAN VENTED TO i 0.5. TYPICAL z 3 CL 1 G W NOTE: THESE DETAILS ARE FOR DIMENSIONAL REFERENCE ONLY IN LAYING OUT ROUGH PLUMBING. ACTUAL RR CONSTRUCTION 5WALL BE BY SEPARATE PERMIT AND CONFOF!' i WiTH ALL APPLICABLE REQUIREMENTS AT THE TIME OF CONSTRUCTION. DETAIL� r�ee �s OI~TIONAL i M!RR^R �I -- ---- ! 5 N O � Q71 i i RR ELEVATION I'l O 1 1/2"m 55 GRAB BAR i J I I , m' i TP Di5 5 RR ELEVATiON 1*3 ii -0A -�0 G. 5 BAS- TC BE SELF -COVE VINYL OR R BSER . RJBBER BASE TO BE SEALED AT FLOOR. D. 5"'OOTI-1, HARD, NONABSORBENT FLOOR FINIS -4 MAY BE SHEET VINYL OR 5EALED CONCRETE WiTH CERAMIC TiLE BASE OR SHEET VINYL FLOORING WITH SELF COVE BASE. SHEET VINYL 5WALL BE APPROVED BY THE BUILDING DEPT E. ALL W.C.'5 TO HAVE ELONGATED BOWLS AND BE EQUIPPED WITH OPEN FRONT SEATS. F, PROVIDE SIGNS AT DOORS CR ENTRANCE TO REST ROOMS . 45 REQUIRED BY SECTION 2-511 CF TiTLE 2d. 1) MEN'S RR - VIA" TW!CK WHITE TRIANGLE WITH 12" EDGES, VERTEX POINTING Up, SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY WiTH DOOR. 2) WOMEN'S RR - 12" DIAMETER WHITE CIRCLE, 1/4", SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY W!TW DOOR, 3) UNISEX RR - 12" DIAMETER WHITE CIRCLE, 1/4" THICK !''17W 1/4" THICK WI-11TE TRIANGLE SU�'ER!MPCSED. SIGN BACKGROUND COLOR TO CONTRAST D!51,'NNCTIVELY WITH DOOR, G. REST RCOM5 SHALL HAVE TWE INTERNATIONAL SYMBOL CF ACCESSIBILITY INSTALLED ON TWE WALL ADJACENT TO TWE LATCH SIDE CF TWE CCCR. SYMBOL 5441-L BE 6" IN WEIGHT AND MOUNTED 60" ABOVE '=LCCR W!TH VERBAL DESCR!PTION 0= RCOM USAGE (MEN'S RR, WO'-lEN'S RR, UNSEX SHOWER) BELOW, W, BRAILLE SIGN INDICATING ROOM USE MOUNTED BETWEEN 4g" At 6C" AFF_ GWB CEILING / PAINTED 5.G E. RR ELEVATiON #2 G=W'B CEILING PAINTED 5.6 E, I O f ! RR ELEVATiON 414 J� GENERAL NOTES I. ENGINEERING DESIGN LOADS ROOF LIVE LOAD: MINIMUMS PER CBC TABLE i6C1A.1 WEND LOADING BASED ON: HO MPH/EXPOSURE "C" SEIS^-IIC DESIGN: SITE CATEGORY: D RISK. CATEGORY! 11 5EISMIC IMPORTANCE FACTCR: I.0 55 0592 51 - 0.226 SDI 0.293 SDS = C.523 SDC V, SFRS OSMRC/OSGBF Cs = 0,1504 FRAME / : G.1619 BRACE AN4LYSE5 BY EQUIVALENT LATERAL FORCE METHOD 2. CCN5TR'JCTION SHALL CCNFCR^9 TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING TWE FOLLOWING: 2010 CALIFORNIA STATE BUILDING CODE, TITLE 24, PART 2 2010 GALIFCRN!A STATE ELECTRICAL CODETITLE 24, PART 3 2010 CALIFCRN!A STATE MECH4NICAL CODE, TITLE 24, PART 4 2010 CALIFORNIA STATE PLU!''61NG CODE, 'TITLE 24, PART 5 2010 CALIFORNIA STATE ENERGY CODE, TITLE 24, PART 6 2010 CALIFCRN!A STATE FIRE CODE, TITLE _24, PART 9 2010 C4LiPORN!4 GREEN BUILDING STANDARDS CODE 3. STEEL BUILDING SHALL BE DESIGNED BY CTWER5 TO CBG AND MBMA RECUIREMENT5. MANLIFACTURER SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. 4. EACH SUBCCNTRACTCR SHALL EXAMINE THE PLANS CAREFULLY WITH RESPECT TO ADJOINING WORK. ANY CONFLICTS SWALL BE REPORTED TO THE EiNG-!NEER PRiOR TO TWE BEGINNING CF WORK. 5, TWE SEAL AND SIGNATURE FCR THESE PLANS APPLIES ONLY TO THE DESIGN ON TWE BUILDING COMPONENTS AND FEATURES 5H0,,LN AND SPECIF!CALL`' DETAILED ON THESE PLANS AND 15 NOT INTENDED 45 THE SEAL CF TWE ENGINEER 0= RECCRD FOR TWE ENTIRE PROJECT. SPECIAL INSPECTIONS 1. REQUfRED SPECIAL INSPECTIONS 544LL BE PERFORMED BY AN INDEPENDENT 5PEC!4L IN5PEC T CR PER CHAPTER III OF TIWE CBG AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. 2. THE 5PEC!AL INSPECTOR 51-44LL BE I- RED BY THE O''"NER AND APPROVED BY THE ENGINEER. 3. SPECIAL INS"ECTOIR CERTIFICATIONS SHALL BE SUBMITTED TO TWE BUILDING DEPARTMENT WITH THE PER -'i17 APPLICATION. THE SPECIAL INSPECTOR MUST BE APPROVED BY THE BUILDING DEPARTMENT PRIOR TO BEGINNING CONSTRUCTION. 4. ALL INSPECTOR'S W4NDWRITTEN LOGS 5WALL BE 4VA11-14BLE ON THE JCB5ITE FOR REVIEW BY BUILDING DEPARTMENT FIELD INSPECTORS. 5. COPIES CF ALL INSPECTOR REPORTS 6H41LL BE FILED WITH THE LOCAL BUILDING DEPARTMENT AND GRANDALL ENGINEERING, REPORTS 5WALL BE FILED WEEKLY DURING CONSTRUCTION. REPORTS 51-4A1-1- NOTE ALL DISCREPANCIES WHETHER CORRECTED OR NOT. 6, UPON COMPLETION OF THE PROJECT, THE INSPECTOR SHALL SUBMIT A FiNAL SiGNED REPORT STATiNrs WHETHER TWE WORK REQUIRING S�EGiAL iN5PECTICN WAS, TO TWE BEST OF THE INSPECTOR'S KNOWLEDGE, PER=ORMED IN CONMOR'"iANCE TO THE AAPROVED PLANS AND GC� IAPPLICABLE! 4r1ONS ANTC FR I A C S OF TWE CBC AND/CR iCG REPORT. 1. SPECIAL INSPECTION 15 REQUIRED FOR THE FCLLCWING ITEMS AND PROCEDURES NOTED. _DU _S A S OED. W*W STFMNGTN DOLTMG: A. ALL HIGH STRENGTH BOLTS ARE TO BE INSTALLED USING "TURN CF THE_ NUT" METHOD SPECIFIED iN THE 137W ED! -,!ON OF THE 415C "SPECIFICATION FOR STRUCTURAL JC!N75 USING ASTM A325 OR 4490 BOLTS". PERIODIC t"fON'TCR!NG CF BOLT TIGHTENING 15 ACCEPTABLE WHEN USING "TURN OF THE NUT" METHOD_ B. INSPECTOR 5HALL VERIFY THAT ALL 51OLT5 AND WASHERS GCNFORM WITW TWE REQUIRED SPECIFICATION. C. INSFESTOR 5HALL VERIFY THAT THE MEMBERS TO BE CONNECTED ARE PROPERLY ALIGNED PRIOR -C TIG'-4TENIN5. D. TESTER 5H4LL OBSERVE THE CALIBRATION PROCEDURES WHEN REQUIRED BY THE ASTM SF'ECIFICATiON (4325 OR 4490) AND I"CNITCR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL PL!E5 OF CONNECTED MATERIAL I-4AVE BEEN DRA tRN TCGETHER. GONC MTE A. SHALL PERIODICALLY INSPECT REINFORCING iN EXCAVATIONS AND FORMS PRIOR TO PLACEMENT OF CONCRETE. INSPECTOR 5H4LL VERIFY BAR SiZE, NUMBER, PLACEMENT AND GRADE FOR CION^OR"''ANCE WITW APPROVED PI -ANS. B. INSPECTOR 5H4LL VERIFY -THE USE OF TWE REQUIRED DESIGN MiX. C. IN5=ECTCR PERIODICALLY OBSERVE PLACING OE CONCRETE AND MAINTAIN A PLACING RECORD INCLUDING DATE, TI`''E AND PORTIONS OF CONSTRUCTION PLACED. D. NNSPECTOR 5'HALL MONITOR TAKING OF TEST SPECiMEN5 FOR 5TRENGTi4 TESTS, PERFCR'l SLU'' P AND DETERMINE T NE T E!"iFERATURE OF THE CONCRETE. SAMPLE5 FOR 5TRENGTH 7E57 SuALL BE TAKEN 45 REQUIRED BY AGI 318: 5.6. BOLTS EMBEDDED iN CXNCfMTE A. ANC -HCR, ROC, ANCHOR BOLTS OR OTHER ITEMS EMBEDDED IN CONCRETE SPECIFICALLY" NOTED TO REQUIRE SPECIAL INSPECTION SuALL RECEIVE SPECIAL INSPECTION PER TH15 SECTION. B, INSPEGTCR SWALL. VERIFY' GRADE OF STEEL AND SIZE CC EMBEDDED ITEMS. INSPECTOR SWALL VERIFY SiZE AND LOCATION CF ALL REINFORCING WITHIN THE VIC!N!TY OF THE E^^BEDDED ITEMS. INSPECTOR 5H4LL ALSO VERIFY THAT EMBEDDED ITEM AND REINGORCENG ARE SECURELY HELD iN PLACE PRIOR TO PLACING OF CONCRETE. C. INSPECTOR 5H41LL OBSERVE PLACEMENT OF CONCRETE AND VERIFY PROPER CONSOLIDATION CF CONCRETE AROUND E"BEDDED ITEMS AND ADJACENT REIN=CRCING. ANCHORS SET M HARDENED CONCRETE A: STEEL ANCi-IOR5 SET IN HARDENED CONCRETE 5H4LL RECEIVE SP=C14L IN5PECTION PER THIS SECTION, B. INSPECTOR 5H4LL VERIFY' 51ZE AND GRADE CF 4NCHOR CR ANCHOR ROD, ROD MATERIAL, TYPE OF EPCXY ADHESIVE, AND SIZE Cr- DRiLL BiT USED FOR BORING HOLE IN CONCRETE. C. INSPEGTCR SHALL VERIFY PROPER DRILLING AND CLEANING Or- HOLE, FHOLE, MIXING C-- ADuE5`VE AND INSERTION C'= ROD, D. INSPECTOR 5WALL AL50 NOTE AMBIENT TE",1PER4ITURE FOR CONFOR.'?4iNGE WITH REQU'REMENT5 LISTING WHERE APPLICABLE. STUCCO NOTES 1. STUCCO (EXTERIOR LATH AND PLASTER) 5H4LL BE APPLIED IN ACCORDANCE WITH SECTION 2508 OF TWE CBC, APPLICATION 51-4ALL BE IN THREE COATS OVER METAL LATH OR WIRE FABRIC AND TWO COATS WHEN APPLIED TO MASONRY OR CONCRETE. TOTAL THICKNESS SHALL NOT BE LE55 THAN 1/8" 2. WuERF STUD WALL JOiNS TO A SLAB AT GRADE, STUCCO SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW LATH AND PAPER. PROVIDE FLASHING OR WEEP SCREED AT SUCH JOINTS. SOiL NOTES 1. FOUNDATiCN DESIGN 15 BASED ON "50!LS INVESTIGATION FOR PROPOSED COMMERCIAL SHELL BUILDINGS FOR RICK GUDGEL - ENTLER AVE, CW1CC", DATED 22/15/15 Y GRANDALL ENGINEERING. 2. FOUNDATION DESIGN PARAMETERS ARE: SOIL BEARING CAPACITI': 1500 PSF LATERAL BEARING: 150 PGF COEFFICIENT CF FRICTION, 0,25 3. THE PROPOSED BUILDING- SITE iS LEVEL AND EXCAVATION WILL BE LIMITED TO STRIPPING THE 51TE CF ALL LOOSE MATERIAL VEGETATION AND LOOSE SURFACE SOILS. FiLL FOR 5UPPCRT C= BUILDING SLAB AND ANY MINCR FILLS REQUIRED TO REPLACE CVEREXCAVATICN REQUIRED AT SOFT 6FCT5 IS TO CONSIST OF CLEAN GRAVEL. 4, IF SOIL CCNCITION5 ARE ENCOUNTE RED DURING CONSTRUCTION THAT DIFFER FROM THOSE DESCRIBED IN THE REPCRT, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY AND MEASURES TAKEN 45 DIRECTED, LiGHT GAUGE STEEL FR.AMiNG I. ALL LIGHT GAUGE STEEL STUDS, .10!575AND TRACK SHALL BE GALVANIZED CR PAINTED 5W4PE5 MADE FROM STEEL CONFORMING TO 45TM 4448. GRADE A WITH A MINIMUM YIELD POINT Cr- 33,000 PSI, SW4PE5 AND SIZES NOTED ON THESE PLANS ARE STANDARD SHAPES AS LISTED IN THE STEEL STUD MANUFACTURER'5 ASSOCIATION CATALOG AND LG.B.O. ER NO, 4943P. DESIGNATED MEMBER SIZES ARE STANDARD i"1.5.M.A. DESIGNATION. 2. ALL HAt CWANSNC L AND 5U - I TSECTIONS SHA'` L BE GALVANIZED SWA P ES MADE FROM STEEL CONFORMING TO ASTM A445 GRADE A WiTH A MINIMUM YIELD PONT OF 40,000 PSI AS MANUFACTURED BY BNP STEEL BUILDING PRODUCTS. 3. ALL STUD WALLS S441-1- HAVE CONTINUOUS TOP AND BOTTOM TRAGK5 CF THICK- NESS MATCHING e7.05 UD5 UNLESS NOTED CTWERWI5E. TOP TRACKS 5HALL BE SPLICED WIT;-' 14" SECTIONS OF IDENTICAL MATERIAL INVERTED AND LAPPED 1" ON EACW SECTION AND ATTACHED WITH A MINIMUM OF 3-"!O X I" SCREWS THROUGW EACH FLANGE CF EACH PIECE OR A5 SHOWN ON THE PLANS. 4, ALL BOTTOM TRACK 5HALL BE ATTACWED TO CONCRETE SUBSTRUCTURE WITH 0.14"t, X 1 1/2" SHOT PiNS AT 24" O.C. UNLESS NOTED OTHERWISE. 5. CONNECTIONS CF SIGHT GAUGE STEEL FRAMING SHALL BE ACCOMPLISHED BY MEANS OF SELF -DRILLING TEK SCREWS OF THE SIZE INDICATED ON THE PLANS. WHERE CONNECTION 15 NOT SPECIFICALLY 51-4CWN, IT SHALL BE MADE 45 NOTED BELOW OR PER THE 5714NDARD DETAILS 5W40UN IN THE STEEL FRAMING MANUFACTURER'S SPECIFICATIONS AND APPRCPRIATE IGC REPORT. STUD TO TRACK:: 1 - "10 SCREW EACH FLANGE JOIST TO TRACK: 2 - "!C 5CREW5 TO WALL TOP TRACK (I THROUGH CLOSURE TR4CK) AND I SCREW TO TOP FLANGE OF CLOSURE TRACK BRIDGING TO JOISTS: 1 - "'0 SCREW AT EACW CROSSING BRACING TO STUDS- 1 - 010 SCREW AT EACW CROSSING 6. SCREW LENGTH 5WALL BE ADEQUATE TO PENETRATE ALL REQUIRED COMPONENTS AND PROVIDE AT LEAST 1/4" PROJECTION OF THE THREADED PCRTION BEYOND THE L45T COMPONEiNT, '1. SCREW TWREADS FOR EACH SIZE SCREW 5H4LL BE 45 FOLLCW'S UNLESS SPECIFICALLY NOTED OTI-4ERW!5E: "cam SCREWS -'8 THREADS PER INCW "10 SCREWS - 15 THREADS PER INCH 012, "14 t 1/4 SCREWS - 14 THREADS PER INCW 8, SCREw'5 FOR FASTENING STEEL TO STEEL SHALL BE STANDARD HEXAGONAL HEAD SCREWS UNLESS WEADS MAY INTERFERE WITH INSTALLATION OF FiNI5W SURFACING WHERE PAN -HEADED SCREWS MAY BE USED. SCREWS USED TO FASTEN PLYWOOD 5H41-1- BE WAFER HEAD SCREWS. 9, MINIMUM SCREW SPACING AND EDGE DISTANCE 5W4LL BE AS FOLLOWS: "710 d 0',2 - 3/4" MINI"^UM •;4 t 1/4 - 1" MINIMUM IC. WHERE SWEET METALS OF DIFFERENT TWICKNE55 ARE TO BE FASTENED, SCREWS 5H4LL BE DRIVEN 50 THAT THE THINNER METAL 15 FIRST PENETRATED II, SHEET METAL SI.4'EATW!NG FOR DESIGNATED SWEAR PANELS 5W4LL BE MADE FRO'l STEEL CON=ORMING TO ASTM 4448. GRADE A WITH A YIELD POINT CF 33,000 PS!. SHEETS OF WIGuER YIELD OR GREATER TH1CKNE55 51-14LL NOT BE 6U55TITU'ED WITHOUT TWE WRITTEN APPROVAL OF THE ENGINEER. CECO ROOFING, 6IDiNG AND SOFFIT PANELS: 1. STEEL SIDING, CANOPY 4 SOFFIT PANELS SI-14LL BE AS SUPPLIED By.CECC WITW FACTORY APPLIED F!NI51-4 IN COLOR 4S NOTED ON ELEVATIONS. ROOFING 5WALL BE CECO 'LCCK5E4M', CONCEALED -FASTENER PANELS WITH G4LV4LU!"!E F!N161-1. 2. SIDING t SOFFIT PANELS 5H4LL BE FASTENED TO SUQFCRTiNG i'1,E,"!5ER5 45 NOTED BY CECO. WHERE SUPPORTING MEMBERS ARE FiELD INSTALLED, "12 GASKETED 5CREW5 5H4LL BE USED 45 FOLLOWS; 5CREW5 Co" C.G. AT PANEL ENDS SCREWS 12" O.C. AT PANEL INTER'''EDIATE SUPPORTS SCREWS AT 30" O.C. ALONG PANEL 51DE LAPS. 3. "LOCK5E,4M" RCO-1NCs AND CANOPY P4NEL5 5H4LL BE F-45-1ENED TO SUPPORTING MEMBERS WITH CLIPS 45 NOTED BY CECO. d. EXPOSED FLASHfNS SHALL BE CECO STAND4RD PREFINISHED STEEL PARTS OR CU5T0'"! MADE FROM CECO ROLL -STOCK GCLCRED TO MATCH JOINED MATERIALS, 5. CONTRACTOR 5H4LL BE RESPONSIBLE FOR INSTALLING ALL FLASHING, CLCSJRC STRIPS AND OTHER MATERIALS 45 REOUIRED FOR lxiE4TWER-TIGHT CONSTRUCTICN, SUILDIi IG DATA - 2010 CBC OCCUPANCY GROUP: SHALL BUILDING INTENDED FOR USE AS THE ANY OF THE FOLLOWING OCCUPANCIES: B, M, Fl, F2, 81, 82 TYPE OF CONSTRUCTION: IIB (NO SPRiNlGLERS) LOCATION ON PROPERTY= NORTH: 85'1 TO EXISTING BUILDING (20' TO ASSUMED PL) EAST: 10' TO EXISTING BUILDING (20' TO ASSUMED PL) SOUTH: 60' TO PL UJI=ST: 712'1 TO EXISTINCs BUILDING (20' TO ASSUMED PL) FLOOR ATEA: PROPOSED: 18,333 $a FT. ALLOWABLE AREA: 12,000 50. FT. FOR B, M, 81 4 FI 18,000 50. FT. FOR F2 4 82 INCREASE FOR SETBACK 4-51DES: 15% MAXIMUM AREA TO BE DETERMINED AS PART OF FUTURE PERMITS HEIGHT: PROPOSED ii' MEAN ROOF, 22.-2' MAX ALLOWABLE HEIGHT • 55' NUMBER OF STORIES: PROPOSED : SINGLE STORY (WITH EXISTING MEZZANINE) ALLOWABLE TWO STORY FOR PLANNED OCCUPANCIES OCCUPANT LOAD: NOT DETERMINED EXiTS. REQUIRED: NOT DETEFZMINED PROPOSED: 16 EXITS A 8f= -f= IP.�4TE PER1'MiT FROi'"''i BUTTE COUNT"'' WILL 8E REOUiRED f=oR ii�tPRoYEMENTB AND OCCUPANCY OF ALL SPACES. CONCRETE NOTES I. CONCRETE 5HALL BE A CCMMERGIALLY AVAILABLE TRANSIT- MIX PRCFERL Y PROPORTIONED AND DELIVERED TO TWE SITE IN READY -MIX TRUCKS. AGGREGATE SIZE SMALL BEA MAX!i-*Ji-1 OF 1-1/2" IN F0UND4TION5 AND 3/4" AT ALL OT�IER M C. G �' EXCEED o ; � c I E EE ,r � C A1. N WA � 4" H ' LOG C ,,. S�U 5 LL NO �x� CURNS �'; N A - P A; ��D CU s CO Cl. � 5 �L B� ., R �D ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TOUaLING. 2. ALL CEMENT 5WALL CONFCR"1 TO 4571N1 STANDARD C-150. ALL AGGREGATES 5WALL CCNFOR" TO ASTM STANDARD C-33. R=T F POR F N ATI AND cl Aec- RA WAI W 1. l 3 GONG, � E USED C OU D ONS .. „ .., ON GRADE Av A M NIhT M c 5 �L E 28-D4Y CC''1PRE551VE 57RENGTH OF 3000 PSI, AND 5W4LL NOT CONTAIN LE55 TW4N 5 SACKS OF CEMENT PER CUBIC YARD. 4. ALL REINFORCING BARS SHALL BE GRADE 40 (FY -40,000 FSI) EXCEF:7 WHERE NOTED OTHERWISE. REINFORCING 5HALL CCNmORM TO,45771 5TANDARD A-615 EXCEPT W'WERE WIELDING C^ R=BAR I5 REQUIRED WHERE REINFORCING CONFOR' ,ING TO 45TM 4106 5W4LL BE USED. 5. REIN--ORCING MAY BE WELDED ONLY AS SHOWN ON TWE5E PLANS. TACK WELDING TO HOLD FOR ALIGNMENT 5HALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. PREHEAT ALL "T AND LARGER BAR PER AWS D14 -Q2. PREHEAT NOT REQUIR>=D FOR BAR 51E5 "6 4ND e!14LLER 6. REINFORCING SHALL BE LAID OJT TO M N'MiZE TWE NUMB=R OF 5, IC 5=-ICE5 IN CONTI N'JOt S REIN=ORSV''-NT FOR BAR SIZES 01" TWRO'I;GW "8, 5W4LL LAP AS NOTED ON TIJ- PLANS OR. 45 FOLLOWS: GRADE 40 REfNFCRSIW-1 54R5: M!N:.MUM Or 32 BAR DIA''^ETERS. GRADE 60 F=IN--ORCENG BARS. M!NIMU" C=48 BAR D141 "ETER5- VRE ME5u: 12" OR 2 -WIRE SPACES, WHICHEVER 15 GREATER. WHERE ALL BARS IN A MAT CR SECT ICN OF A BEA -1 ARE SPLICED AT TWE SAME LOCATION OR MORE TWAN 12" OP FRESH CONCRETE 15 TO SE PLACED B=LOW THE BAR5, THE ABOVE D15TANSES 54ALL BE INCREASED AN ADDIrIGNAL 3C SPLIGE5 IN BARS LARGER THAN "8 5WALL BE ONL" 45 SWOav ON TWE PL4N5. 71. UNLESS 5WGl�l OTHER'W'''SE, TWE M!NT' UM CCNGRETE COVER FOR REINFORCING 5H4' L BE 2" EXCEPT WHEN CONCRETE 115 TO BE PLACED DIRECTLY AGAINST EARTH WW R= IT 5HALL BE 3" 8 ALL ANCHOR BOLTS 5W4LL CC!NFCt W'!TH ASTM A -gal. 9. SFECIAL INSFECTfCN C-- CONCRETE FOR FOJNDATiCNS AND SLABS-ON-G-RA^E 715 NC' REQUIRED PER EXCEPTIONS 1 4 3 TO CBC SECTION I1C4 4. CONCRETE SLAB CONSTRUCTION I. CONCRETE SLAB 45 SHOwN ON TWE PLANS 15 TWE M!N'MUM Ti-1'C<NESS AND REIN-ORC'NG REQUIRED FOR STABILITY OF STEEL BU'LDING AND IS 4DEQU4TE FOR NORMAL CCMMERCIAL USE INCLUDING PNEUMATIC TIRED VEHICULAR TR4FF C. 1= HEAVY LOADING FRC"! 57CRED MATERIALS, RACKS, FCRKLIFT5 OR 5T4TICN44-<Y EQUIPMENT IS ANT CiPATED, THE ENGINEER 6WCULD BE NOTIFIED AND SLAB THICKNESS AND RE`NFORCING MAY" IE- ADJUSTED. 2. CRACK CONTROL JOINTING SW' -,WN MAY BE ALTERED AT THE CONTRACTOR'S OPTION PROVIDED TWE JOINTS ARE SPACED AT APPROXIMATELY 15' INTERVALS IN 50TW DIRECTIONS, TWE MAXIMUM SPACING SHALL IN NO C45E EXCEED 20. 4. CRACK CONTROL JOINTS MAY BE MADE BY EITHER EMBEDDING AN 4PFROVED INSERT 5UCW AS ZIP -STRIP OR KEY-KCLD IN THE CONCRETE OR BY 54W -CUTTING TWE CONCRETE AS 50ON 45 PR4GT!C4SLE AFTER PLACING. IF 54IWCUTTING 15 TO BE USED, AND NO SPECIAL, DEFTH Cr- SAWGU T SuALL BE 1/3 S1-45 THICKNESS UNLESS 5PECIFIC4LLY DETAILED CT4ERWI5E ON PLAN5. WHEN 54WCUTTING JOINTS CARE BE EXERCISED 50 45 NOT TO CUT WAIRPINS, FRAME TIES OR CTHER STRUCTURAL RE INFO,RC 1NG. 5. UNLESS SPECIFIED OTHER,JiSE, REIN=ORCING 5WALL BE CONTINUOUS THROUGH THE CRACK -CONTROL JC!NTS. PREFABRICATED STEEL BUILDING PLANS AND CALCULATIONS B" CECO BUILDING SYSTEMS FOR BUILDING NUMBER 14-B-711191, BEARING THE SIGNATURE AND SEAL OF RICHARD STEVENSON, C-38165, WAVE BEEN REVIEWED AND FOUND TO BE COMPATIBLE WITH THE OVERALL DESIGN OF TH15 PROJECT 5TUCC0 ON WWIL OVER LIG-+TGAUGF STEEL FRAMING L IGNTGAUGE BUILT-UP CC CECO "LOCKSEAM" STEEL FASCIA PANELS. COLOR 'F—=EN GREEN' CECO "LOCKSEAM" STEEL FASCIA PANELS. CCLCR 'FERN GREEN' NOizTH / eOUTH ELEVATIONS STUCCO CN L='— OVER L15L4 'GAUGE STEEL FRAMING_ COLOR TC I'14TCu GEGO 'LIGI-TSTONE' WEeT ELEVATION CECC "LCCKSEAI` " STEEL r45CI4 PANELS. GOLCR 'FERN GREEN' 5TUCCC ON WWL OVER LIGWTGAUGE STEEL F RA^11NG. CCLCR TO I" 1ATCL4 C_CO 'LIG�4TSTCNE' ! 1 -- —/---- I 011 I !1 i i I \ELECTRIC SERVICE ENTRANCE GLASS d ALU 'INU ^ S7CRE-RCN7 a ^IE TER PANEL ASSE "SLY, ALL G-_AZING TO BE SAFETY GLAZING BAST ELEVATION 16'-q:1i CEGO "LOGKSEAM" STEEL F45C!A FAN=! S. COLOR 'FERN GREEN' I!I1111I1 CECO "LCCKSEA""" STEEL F45C'4 PANELS CCLCR 'FERN G-R_EN' R_ I i' ' _— —. I ' I -� �'rM.s�.v3�an•...4tMw.+.a wNsYk�'a��+v�na2 � �3 GLA55 d AL UM;NUM STORE=RON*� ' CECC AVP FREFINIS"ED ASSES SLY. ALL GLAZING TO BE STEEL 5!L." COLOR SAFETY GLAZING TO BE 'LIG"TSTONE' NOTE: ALL EXTERIOR COLON TO MATCH EXISTING BUILDING IN DEVELOPMENT STUCCO ON WWL +? N 12 3: 4.1 21N12 I I CECC 'LCCKSEAM' STANDING SEAM STEEL ROOFING W!TI—I GALvALUiIE FIN154 it , I GL455 t ALUMINUM STOREFRONT, A55EM5L*1". ALL GLAZING TO BE SAGETT' GLAZING CECC 'LCCKSEAM' STANDING SEAM STEEL ROOFING W!TN G-4!vALU!"E F11NI154 iit it I ' ► 2 11 I I 1 a -- ! 1 �E I f I i E t :ice �I 3! ; —.2 i 4.: r- _ �TUGCC '^j O =I STUCG i ► ! ! ON WWL I GLA55 r A-!LUr"' NUf"' STOREFRONT ASSEMBLY. ALL GLAZING TC BE SAFETT' GLAZING 24'-C" 5TORE=RONT I 5"t -- IZ" FRAMING 24'-10"t CANOPY l6" WALL FRA^11NG% �, 12" FRAMING DETAIL. KOA CECC 'LCCKSEAM' STANDING SEAM STEEL ROOFING W!TI—I GALvALUiIE FIN154 it , I GL455 t ALUMINUM STOREFRONT, A55EM5L*1". ALL GLAZING TO BE SAGETT' GLAZING CECC 'LCCKSEAM' STANDING SEAM STEEL ROOFING W!TN G-4!vALU!"E F11NI154 iit it I ' ► 2 11 I I 1 a -- ! 1 �E I f I i E t :ice �I 3! ; —.2 i 4.: CECO AvF' PREF,NIS�ED STEEL S!D!NG. CO' TO BE 'LIGTSTONE' r- _ �TUGCC '^j O CECO AvF' PREF,NIS�ED STEEL S!D!NG. CO' TO BE 'LIGTSTONE' J 3 . INTERIOR / CECO "LOCK5EA`1" GUTTER BY STEEL ROOFING. CECC t GALVALUME FINISW \ / -- — I/4— IN 12", CECO EAVE STRUT 3 QI CECC "LCCK5EAM" 5TEEL ROOFING. i CECC GIRT ` GALVALUI",E FINISH 4" VINYL -PACKED FIBERGLASS ROOF - �- STEEL FRAME BY CECC INSULATION 1813) `9 Q EUILDING SYSTEMS VINYL -BACKED IC" Z -PURLINS ( f GEGC GIRT O FIBERGL455 ROOD 5 /1" 3 '-C"i O.C. BY CECO - - Q IN5UL4TICN (RI9) GCNSTR'JG T ION _ ENDWALL ROOF / /-5YMMETR!GAL ABOUT NOTE: 5TEEL FRAME BY CECC 0 u1 BEAM BY CECC l� GENtERL(!�lE BUILDING 5YSTEM5ly VINYL INSULATION BACKING 5!4ALL ,y ' \STUCCO I X HAVE A FLAME 5=READ INDEX OF I I � GIRT B�' i Q1 ri 25 OR LESS AND SMOKE DENSITY 6" F!BERG-LASS lRla ON �' �` I GEGO NOT TO EXCEED 450 WHEN TESTED I O, INSULA 1 ICN TYPICAL IN l I FRAMED WALLS PER CBG STANDARD 8-I. F �, 6CO5162-54 STuDS _ �1 01 v 24" O.G. (TYP GAL) O —I N w'i , I ; 6CCT150-54 BOTTOM 6" FIBERGLASS lRla Kj u - INSULATION TYPICAL IN >i TRACK W/ 3/5"X3" O lY! 4" CONCRETE SLAB 71TEN-ND CONCRETE FRAMED WALLS I Q �n T ANSI ICRS • 32" C.C. 12005162-54-7:� J- / STUCGO SLOPEF- \9 STUD5 c24" O.G. ON WWL • .+.•:=...�- :--.ir-.+. � .+,-.�,.r+..-..-+-. S:a ..._+.-f'��' �,:- s-r,+�:« y.�; ....'1,�.�...1._+4+�w.x:.tvk+.=��.:•�..r---•r-.'+'-:rr-tet+. •>'d: •+.�+:.�.s�-:+-tt:-. �„i.r. , - -- ^ I I, 4 - ....__-.. + , ,.... ,.�. _ .... ..�.. ,a •..:. . , :.. :. ...:.�. �-;'�-, 1.. , M� ...� . , .. r .C� _ r rn .�-�-;-.. -�,. ,, ,,,..--�.: co So -5 eo c < t, ....,: n .-,r, y, r,.tt. n?.,n, s.,. �,.n�,�,. �_ .-,-t.M'�,.a,rn.,nr. ,-.n... +-n�, „t. .._.zGn at;,. -.-:,•. .Yr 'a.. � ,L_. _ r ^.: .... .,. ,., � _ , ,, �t.. , h a � :t.7--•, •t*:. ,F .ii , .r`?.�','.`-n. t. n�- �r- -t... _ e, .. � 's, csi.; ..,'�,.' •i-.',:..0 r.. a c . , �. _ . _ n �+� t - - _u__.a-....�-u-.___1� ._._...a...a :_._s.. -._1....:--_.'t ..._r.�._,�_.. a......:._�._�...�_-s__�__... - -..__ .:.�4,..._.� _...-1.-...+it�..:.t : yY-i+-- _.[v1 •.a.t.IJSZ�.c._.^.C.-�«ia. i I» 1 I--1 i --._._I -. -_. 't_ilIi-__-__i__t 'II !:1-IIL',— _,. ___. ___ '.I, -'1 _-,, •;_..___',_ ___1_ ,•-:1. -_,.1- _-._!.1 __I,. _-_! _.,..__I,_ ' _,-!_ _�1__1__',, —'I;l I1---I_;,=-_I-.,_',!_+.; f i1 ---_. -.-_ ;.,.I -1,�I, ----_ _-.I -!I. -II 11 _I_-_--I-__I,I.�I.�.�._-._.I . 1-•I —;1„--l1_r-.I, -II1_,"_-_jI--,._�, - -,I,I_ �-_I--,;' -'Il1 -Il -_!- .I__-_ _- - I- �_, L -_I _;, _._._. . :I -! -1I I'1 _-. -_I. ,_I -', -:.I - I,I.-.1-i,? : -�,-'i1 - LI �-__„I,-_ _ . . .—II! ;I ,-,--I iI_-!{� '-I -__-,. 11 -.i,! !L -,-_'; - 1_ i_-,! _, 1-,', I -I -_;-_I_I -;, ,' ;' I _ _i i -i: 'I, II -:,I. ' I1-�' ' -L- .�_-__- :I -1- _:, _1t, , I.. _-._,..!- I_ rL ,--, L_�—-I-,_i:� ,�,,. --�. ; I_-_--. -r 'I I -._IiI!,,II11:.I�,I.�!.�,`—, �1 .! _,_!, I � ..,i _i, I�. 'f , i ,! I I i ; -I �-11I1 . I I_' I1(,;1III---.-i-{li---_- - if,,-. -'•;i. -!I I ANTR�AJCC RK SU / -.1 �; , i— ,iTIT N -4•D CONCRETE �7 "CX-G�Siii1132”- _[ -- ; 1__ 1 I ” ' i- - II ,I_, I.I K! { - , ( . - • I (_ , I I -.-�� I ,---i • -� . , _ i _ , , , , _ ' 4" CONCRETE SLAB 3 t *f 2" 5AND/ 6 -11L V15CUEEN WTLI I 6/6/10/10 UAlA-? ScT101 �i OVER 4" GLEAN GRAVEL 51.? , 5 SLOPE � t -� , 2" 54ND OVER 6 _ MIL V15CUEEN OVER 4"t GRAVEL CECC °1_OCKSEA"1" STEEL ROOFING. GALVALUME FINIS:4 1/4" IN 12 4" VINYL -BACKED FIBERGLASS ROC;: STEEL FRAME E?' GECO INSULATION (R:3) BUILDING SYSTE''15 10" Z-PI,iRLINS � 5'-C"t O.G. 3Y GEGC STEEL FRAME BY CECO�•_f---' BU!LD1NG SYSTE^1S CONS RUCT!CN 5Yt_ 'ETR!cAL ABOUT CENTERLINE 3" VINYL -BACKED FIBERGLASS 'w14LL INSULATION (RIO) 4" CONCRETE SLAB 1 WlTN 6/6/'O/IC 'w'WM -�i..x i--.•.. .k--..•+-•.-.+.��-+�---+T?- �.? ' M -Y,+'..e.r�.;� '-.',.•..Ie+•.r'-moi r-�--- rte.. --',.r'.• ';'--�'-i':--i,��..�,,,�t-'--� •:.?.._�St.^. .. l ;.���^ ?f•• •f^ •ti-' M.`� •7+,1i "if A"'M(. : t'SC [5 `f.t! 2,.'N ^.`.-!tYi C• f f '? LIC.^, .:- .:... �.:.,, „-_:'� •1 . •o:.�;.�. •a,,. ;ts r :..•p ; •: ,, ' 7�:', a . .,.-y. f.•a�a .:,,-�. t : f* As .*,', z tro..�n,. R 7sr n. is n•... F -�_.� _.:iL .-�1..�L-+.-:..Ya.::..3 :�L._.�•._-.Y ._.�=-}--`+.=.� %]�,=Fw Y�:t+YS. l� .. �� �w''iA-+ir;.tru.._..i+-_..„a.!_ir[ _ _ -`Y'- ___C1�SLY Y5..4.1� - �J.�:a.-la-_:l+-`•- , , •.. r I ! i ! 1— r 1 , I__I I �._..,, 1-...-1 f I r , L— L.— I ;.-.f I i -_I 1.__.: I (--a I ? '..--7 I ,-_I I I �.i I 1 -�. I i- � i l.._, I I- -1 ! I .__.t _ I h r V , I-- i i_---1 --' �'---' .___; '_ _ I-- 1--- ' ' --' I - - •--_.' !I ,i II Ir !i �I Jf 4,__!I!_. 1 I_ I I -- '— I - __' � � II- II� _ ;!i -.i- II- I•�., X111 —111--I SAND/ 6 ML v! SECTION OVER 4” CLEAN GRAVEL 57EEL FRADE BY GEco BUILDING SYSTEMS 4" VINYL -BACKED FIBERGL455 ROOF INSULATION (R13) 10" Z -PURLINS 5'-O"t O.G. BY CECO CONSTRUGT(GN k-- 5Y^""tETRICAL ABOUT II CENTERLINE ( CECC "LCCK5E4M" STEEL ROO=!NG. GALVALUt`_ F!N!5�-4 1/4" IN 12"� i CONTINUCUS GUTTER W/ 4" CONCQETE O.C. SLAB WIT: i / 6/6/10/.0 WWM t_ - .s•.. -• .. ?: of .. w K:. d r� j,:y� .�;. �.� ; s., .. ,, .y -r `4 , '� •.. �. ".,';+2 l _}�s:.� 5•-. r.. "L — +li I I 1 t GIRT BY CE CC `I -7 CECC GIRT i CECC "LCCK5E4M" STEEL ROO=!NG. GALVALUt`_ F!N!5�-4 1/4" IN 12"� i CONTINUCUS GUTTER W/ DOWNSPOUTS a 30'. O.C. O EAVE - L1 _CECC GIRT — GIRT BY CE CC `I -7 CECC GIRT i !2X3.5612 1 I "v I Ic O - O CECO GIRT 600tl5^-54 I I f CECO AVP �~`' EOTTC 1 TRACK I cj I I PRE'=1N15✓•••'1ED STEEL 5'DING v GL d AL SLGPE I FF CONTINUOUS GUTTER W/ Daw'Ns�ouTS � 3c'� o.c. I — E vE ' CECO GIRT �� � SITE -BUILT CANOPY 3" VINYL -BACKED s� FIBERGLASS WALL F rl INSULATION (RIC) CECO GIRT I CECO GIRT ^ O 26 GA PREFIN151­4ED STEEL FRAME BY GEGC STEEL:SOF=i1 PANEL BUILDING SYSTEi 15 AL i GL STOREFRCNT coI 45SEPIBLY SL OPE F= �;+'�iT`_•��-'r`;�;t ,-.M>-�n,> ,,^r'-e�--'.`-rZ•'> itz-s.:.-; .;i;;';'"s..t"'� +T-;4;1r:t't'oF"', �`.`,j .: �i,�.S.._ .,-1-<:.� >._..._•_ .' . _.T.�_� .._:r+--.«.%..�.-•,'--eta-.�.- �_..-.-.. • ,1:.L - f I-- I- 1 _._. t_? I I I I ( i "I .i --,1 I _— Ilr ill IIT- IC -;.I•. SII- IYi+ II-_._ II _1 - 1 - i - --�__ } _ 1 _ 2" SAND/ 6 !",!L VI50JEEN OVER 4" GLEAN GRAVEL BIZ SECT I Ota CECC "LOCKSEAM" STEEL �� 0 -O ROC=ING. GALVALUME FiN!5N 4" VINYL -BACKED FIBERGLASS ROOF INSULATION 1R19) PURLINS BY CECO V ENDWALL ROOF - - -- EEA^'! BY CECO - GIRT BY CECO LIGUTGAUGE 5TEEL FRAMED 11RU55 e 1 !2X35612 - ! 14005300-Il8 — �-tEADER EA SIDE V IC GIRT BY CE CC `I -7 !2X3.5612 STUDS fs 24' C.C. i Ic O _ 600tl5^-54 I � EOTTC 1 TRACK I cj I _I �I O GL d AL STOREFRON? ~i i > Q l ASSEMBLY LIGUTGAUGE 5TEEL FRAMED 11RU55 e 1 - k- GEGO "LOGKSEA"1" 24 GA PREFINISL+EC 57EEL FASCIA j PANEL5 vi = Ic O I o -- ----'� - i > Q _I \\\26 GA PREF'N15�lED �I 57EE` SOFFIT p4NEL5_I CECO PER PREFIN'5 Ev O STEEL SIDING O ro � � SLOPE 11 - StECTION 1141111111111-011 LL O v m r v n I Ii i 36� 2 12" GIRT 4 2-"12AT EACW STUD 14006300-118 WEADER EA SIDE /n / I •• �" •�36.1g13"�-�i �4-",2�"12 12" GIRT \ •• " — eY CECC 5 - ".2 _ d I iD'NG BY CEGO 600T250-54. 5FLICE PER F EC tL vi LL =1 O I O' Q� I LL O f- m I 20 GA P'ICELROY 'MAG GIRT' SUBPURLMS �' LOCATIONS SHOWN (TOTAL 8). SEE FOR CONNECTICN TO FRAME 3 4_•;2i 26 G4 G.I. /GAP i 54m TOP TRAGK SIZE TO �- i � 6001250-54 WEADER TRACK r SPLICE PER � ! O O � 4_"i2 O, T RACK 45 6W0' -'N C==NING =CR j I STOREFRONT \ 600513 I-~3 2 _FULL WE1GN7 I I i. I "`�' 1 26 GA PRE=IN!5WED I STEEL 50=F! T P4NEL5 DETAIL � I' GUTTER eY SAVE STRUt, e1T- CEGO Z-G!RT BY GEGC\ 3625'50-54 5 - "12 TRACK IU!7�1 "2- 6" O.C. C-12005162 -54 WEADER EA SIDE n CP STUD WALL�9 36 EACW 5TUD / "i2 EO NOTE: CANOPY 15 DESIGNED TO SUPPORT 51GN WEIGWING NOT MORE TWAT 25 L55 PRE LINEAL FOOT CECC "LCCKSEAM" 24 GA FREF;N'SWED STEEL FASCIA I FANELS I O v paq \21-1 GA PRE>='N!5WED BOX 5:1-1" TRIM ''. c. co�c�ir.IG MEMBER EL5EWWERE 1200e!r&2-54 STUDS 6005200-54 5TUD5 \6 24, O.C. � £ 24" O.C. 4 _ 012 EACW 5" UD TOTAL /OF 8 AT END 4C GIRT" 14005300 - I !8 WEADER EA S•DE MEMBERS\ • h 1 II - l i 2 -FULL WE!GWT �2 "12 7YF'IG41-/ `6005200-54 EACH STUD 57 UD EA END I � �60Ct250-54 "- WEADER TRACK Oj SPLICE PER - I CUT FLANGES AND OI BEND WEADER TRACK AS SWCWN OFENING FOR STOREFRONT � �✓ i� 12" 57UD5 / \2-0:2 EACW 51DE 2 -PUL! WEIGW : v 6005200-54 1 3/� _ 4" 5 OPENING AS 5WCk)l NOTE: CANOPY 15 DE51GNED TO 5U=F0,R- SIGN WE!GW1NG NOT MORE TWAT 25 LB5 PRE LINEA_ FOOT M F-L"EVAT I ON 1� NTS 6005200-54 5TUD5 ti e 24" O.G. (tTPiC4L) 20 GA MGELROY 'MAG GIRT' 5U5FURLIN5 6 LCC4TICN5 5I-O'WN' (TOTAL 8). SEE POR CONNECTION TO FRAME a v/, /,--� GECM O "LCCK5EA" 24 G4 P1REFINI5WED ISTEEL SASCIA 012% I i 3(022-!5a-541 `� "• •/ 3 2 r TRACK W!Tr ";2 •` ► 362g13�- 1 6" C.G. d) 4 \4-"12 O SOCTI50-54 � I SETBACK \ j 6C0513 i-33 �!2 � 12" c.c. • EACW 5!DE—' 8" G-G1RTS � II SIMPSCN L3G LIP BY CECO-, SIDING B" GECO -EO DEETAIL r5-,7� 3/4" ■ V -O" • \20 GA PRE--N15WED I BCX SILL TRIM I 26 GA PRIN SWED 5TEEL 50� IT r4NEL5 f( I EO_ C5X12XO.la GIRT I '' 5Y CECC CANOPY 2 012 iE\ I �6 "!z scR'=Ws � ! SPACED A5 SWCUFi 51MPaON 7518 TOP t BOTTOM AT GANOPY 30- MIN 60' MAX I 2 _ ",2 I DETAIL NTS - �32 7C'=TRACK TO MATO* STUDS ' { •' \I- "A SCREW AT EACW C ' SIDE CF TRACK TO TRIM FOR TIGWT �' I EACW SCUD (tYP!CAL) F!' AT eFLIGE \ • '� r% X12" INVERTED TOP TRAGK • y I % SEGTIpN W'Tu 12 - "8 SCREWS �X i ��. TYPICAL 5TUD5 / 45 NOTED ON WALL FLAN S DETAIL rf=,� NTS FRAMING BY CECO 24" O.G. 4 - 0'2 EA( --l-4 STUD TOTAL ,CFaATEND CANOPY 4�_,_ I I - r,,E,,,,Bc{a5\ END OF WDR O II l 2 -FULL I0 -I )4 6005200-54 STUD EA END 14005300-110 WEADER EA 5!DE 2 - "•.2 TYPICAL EAGW STUD - "!2 EA 5TUD TO GABLE ANGLE !�I 5TUD5 s 24" PURLIN5 =Y CECO k= GABLE ANGLE By CECC ENDWALLPRAME \�-ROO= 6EAM 1I CECC DETAIL NTS _ 5TUDS 6 24' OC 3-"12 EA 5TUD TO G -!R7 GIRT BY CECO ZORZAS OCCURS DETAIL � I 3/4" • V -O" 26 G4 G.I. /GAP i 54m TOP TRAGK SIZE TO �- i � 6001250-54 WEADER TRACK I SPLICE PER � GUT FLANGES AND O BEND i4E4DER 3 T RACK 45 6W0' -'N C==NING =CR j I STOREFRONT \ 2 _FULL WE1GN7 I I F.00520C-54 MCEL RCY 'MAC G!RT 'OP AND 4 3/8" OPENING 45 SWOW�! K GOrcN'CE \ BOT 1 OM. 2 -•t2 CANOPY I '. AT E4/ 5TUD �I E1.,.EYATION rGNN NTS 3 - "!2 EA 5TUD TO GABLE ANGLE !�I 5TUD5 s 24" PURLIN5 =Y CECO k= GABLE ANGLE By CECC ENDWALLPRAME \�-ROO= 6EAM 1I CECC DETAIL NTS _ 5TUDS 6 24' OC 3-"12 EA 5TUD TO G -!R7 GIRT BY CECO ZORZAS OCCURS DETAIL � I 3/4" • V -O" LIG-NTGAUGE 57EEL 5TUD5 45 NOTED X 1312" LONG 5!MP50N "TITEN- WD MIN! SCREW" 4NCWOR5 XXXT125-54 BOTTCI'l 32" O.C. 1-11N1MUM OF TRACK, DE -77W TO 2 ANCWOR PER TRACK 1"14TGW STUDS. SECTION W!TW ONE ANCWOR W!TWIN 6" CF EACW END 3" MIN DETAIL < NTS 3 I i�l � I I li I I Y ZI' <1 (n I Z i O W <1 I Oi i 1 I 4 i OC i m LijI p s` N a z I ; LL 71 Z `Q N Ali � Q N� aj 00 .a.1I oNUC A zr O QOWN a p QI �n�� j M 41.1 Q Q r "9 `t I y � V `9 U U c*J a 6x 6� 111 Wiz r N z *x � W �ulq J ul W O Q N 2 S U s �? Li z Ld x i =SCALE: v JO© N0: 1LE C: 4u4, .1 'y Q¢pF ES S►C' Oe011 I' -934 lF CMI. OF C 311�/2p1� j ,,SHEET j ' of 26 G4 G.I. /GAP l 54m TOP TRAGK SIZE TO i I � EA 5TUD. 20 GA. / I I ' ��6005138 33 MCEL RCY 'MAC G!RT 'OP AND i i' K GOrcN'CE \ BOT 1 OM. 2 -•t2 I '. AT E4/ 5TUD �I STUCCO CN W�i1L �` PBR 5!D!NG BY DECO -� LIG 1TGAUGE 5TUD5 241, O.G. LIG-NTGAUGE 57EEL 5TUD5 45 NOTED X 1312" LONG 5!MP50N "TITEN- WD MIN! SCREW" 4NCWOR5 XXXT125-54 BOTTCI'l 32" O.C. 1-11N1MUM OF TRACK, DE -77W TO 2 ANCWOR PER TRACK 1"14TGW STUDS. SECTION W!TW ONE ANCWOR W!TWIN 6" CF EACW END 3" MIN DETAIL < NTS 3 I i�l � I I li I I Y ZI' <1 (n I Z i O W <1 I Oi i 1 I 4 i OC i m LijI p s` N a z I ; LL 71 Z `Q N Ali � Q N� aj 00 .a.1I oNUC A zr O QOWN a p QI �n�� j M 41.1 Q Q r "9 `t I y � V `9 U U c*J a 6x 6� 111 Wiz r N z *x � W �ulq J ul W O Q N 2 S U s �? Li z Ld x i =SCALE: v JO© N0: 1LE C: 4u4, .1 'y Q¢pF ES S►C' Oe011 I' -934 lF CMI. OF C 311�/2p1� j ,,SHEET j ' of r-1 I 2al-011 2E' -O` INK J L �' `'/ t �' �` 512 C ' i ! `IA A "004 51.2 1.2 61 1 b U12 i �111 FOUNDATION DESIGN 16 BASED ON INF-OF11ATiON PROVIDED BY CECO 5UILDW-s SYSTEMS FOR BUILDING NO 14-D-11tS11 CONTRACTOR SPALL VERIFY ALL ANCHOR BOLT SIZES, ANCHOR BOLT LOCATIONS AND DIMENSIONS WITH PLANS BY 5UILDIWG MANLFACTUF�R PRIOR TO CONSTFUCTION. W -O" \ OJT TO 0 T Y C;z CONCRETE 221'-C" EL TO BL 25'-0` 9 ANCHOR ROD AND BOLT KEY ASTM Ago, 0! E 1.4; 1c". 3" E 1 N4 A 1 114" 1 2 2d" NA 2 - C, 1 i 4 N L _j ' � I � �)� � M SIS ANCHOR ROD AND BOLT KEY ASTM Ago, ,4c -TT", GRADE C PROJECTION PE GRADEc I BOLTBUILDINGr'14NUP-4C: TJU1R=_Z<_ 7 ur 2 1­4EX "E4::) 4T C=TICN, 5/a"O WFC)CzE 4NG�401RS (6!��FSON r�'41RD NU, 5 WI 5T4'1x', '5TfR0NG5OLT",;.­lI! Ti "<UJ1< BOLT'', OR OT-IER APPROVED 4NGP-ICIR TYPE 2 ANC440R. W451-IER BETWEEN EE USED. 4NSuO;R LEENGT14 5W,4LL 5= Ac- REOUIRED 70 TYPE I ANCHOR. INTC CONCRETE AND PROJECTION 45 RECUIRED BY 5J:LD1Nrz MANUFACTURER. :N'c_-'r4LL.4TICN 5w4LL GON=C;Z­! LUITN AN1CPCR'5 ICC 1_15TING5. 5=ECIAL IN5FEC "ION 15 FRECUIRED. 0! E 1.4; 1c". 3" E 1 N4 A 1 114" 1 2 2d" NA ,4c -TT", GRADE C PROJECTION PE GRADEc I BOLTBUILDINGr'14NUP-4C: TJU1R=_Z<_ 7 ur 2 1­4EX "E4::) 4T C=TICN, 5/a"O WFC)CzE 4NG�401RS (6!��FSON r�'41RD NU, 5 WI 5T4'1x', '5TfR0NG5OLT",;.­lI! Ti "<UJ1< BOLT'', OR OT-IER APPROVED 4NGP-ICIR TYPE 2 ANC440R. W451-IER BETWEEN EE USED. 4NSuO;R LEENGT14 5W,4LL 5= Ac- REOUIRED 70 TYPE I ANCHOR. INTC CONCRETE AND PROJECTION 45 RECUIRED BY 5J:LD1Nrz MANUFACTURER. :N'c_-'r4LL.4TICN 5w4LL GON=C;Z­! LUITN AN1CPCR'5 ICC 1_15TING5. 5=ECIAL IN5FEC "ION 15 FRECUIRED. 0! 6' 2 - C, 4 DROP EXTERIOR SLAB 114" 47 WALK DOORS Ill AT R.0 DOCR5 6" EXTERIOR 2 - *4 CONTINUOUS CONCRETE SLAB AT TOP WITH lall O.C. E.W. ON FOUNDATION FLAN CONCRETE 6L4E 3 > WITW 6A6/10/10 UW l ,A X -X -X - - _711 X_ x IA— \2 54,;D/ 6 M1L V150JEENI A" GLEAN G1z,14vEL -ING (y !=EIR TAB' E _j E4RT, 'J , 17 SAND// 6 MIL VISOJEEN SEE SECTION N/512 FOR CONSTRUCTION JOINT DETAILS OVER 4" CLEAN GRAVEL -0- R2:7iN= I - 04 CONTINUCJ5 AT 507TC-1 �' U i -` \ 2-04 CONT. ( UNDISTJREED EARTH 4"t GRAVEL BASE 2 SEE SECTION N/512 FOR CONSTRUCTION JOINT DETAILS SECTIONS 42) wwwww" - Ni's CJ I2 DROP EXTERIOR 5L,4a 1/4" 47 WALK DOORS I" AT RL" Dool:Z6 BOLTS OR 6" EXTERIOR 4Nc440tR Rol:)5 45 NOTED CONCRETE STAB WITH 04 c 15" ON FOUNDATION FLAN 4" coNCRETE > 5L45 LJITu Luuj-1 ,A X -X -X - IA— \2 54,;D/ 6 M1L V150JEENI A" GLEAN G1z,14vEL -ING (y !=EIR TAB' E _j E4RT, G1R4v=_L BASET A SEE SECTION N/512 FOR CONSTRUCTION JOINT DETAILS -E I -0- R2:7iN= eoTTo 'N- 2-04 GOVT. ...1-"4 GONT. -4 x 2-04 CONT. 2-"4 CCNT. SECTIONS / �15 5 0 �� ANCHOR BOLTS CR SIZ ANGOR ROD5 45 NOTED 4" CONCRETE SIL -41E, 6" E X 7 E c SIM / ON FOUNDATION PLAIN LLI!Ti4 616llali0 uw-1 CCNC1R=7E 5L4:55 CONST. JO'N`7 W7�4 IE" O.C. E.W. V_ J _7 N, ,A IA— - \2 SAND/ (o Vic�11� -0 E_EN 41' CLEAN GRA ✓EL -4 x F,= 7- E x 7� =7" 2' 7074' (o E_'- ef=/-S NS - _7 SECT ION ANC - 40R 501 - T5 OR 4N7,�401,- RODS 45 NOTED IN FOUNDATION PLAN 2 - -:7 FR4r-11E T;=5 (TOTAL OF 4 BAR) CONTINUOUS 4" CONCRETE eL4e ACROSS ro " EXTERIOR 5UILDING WI'74 6I6II0110 WU-1 CONCRETE SLAB CCN57. JOINT WITH •4 c 1.5" O.G."E.W. cf) (c MIL VleaJEEN OVER A" CLEAN GRAVEL O'd x !02., TO!= Ni -- T — — — — — — — — — - IT 04 X 54*' TC7A'_ 10 m EC 5F=4CINC: III ty •G X 102" E3,13 T 7 0`, UNDISTURBED EARTH REINFORCING ell -all SECTION W 0, 1 ill's NTS I O ANCHOR BOLTS CR RODS AS NOTED ON FOUND4TICN FLAN 2 - 05 FRAME TIE5 (TO -14-1 OF 4 BAR) CONTINUOUS 4" CONCRETE 51_413) ACRO55 BUILDING LUM-1 616110110 WW"'' (o" EX7ER'CR CONCRETE 51-45 �CCN,5-1, JOINT W74 04 la` O.C. E.W. UI _:-----mss_ - _-?s=_ — % moi 77 L_ Cc M'L VIC-CUEEN OVER 17 I 4" CLEAN GRAVEL i 04 X 126" TOP I F RE!N;!!ORCINr_z 04 X 54" TOTAL 12 m EC 5F4,_ -[NG I itT E_j 7 a 01 X 126" 5-1-TITO,"I 'UNDISTUREED Eo4RH R-EIN-CRCING ,Ir 1 - 4 L SECTION NTS ANS1­4CR BOLT OR ANCHOR 0 RODS AS NOTED IN POJNDATICN PLAN IZ 6" EXTE57'OR CONS?. JOINT, CONCRETE 5LA5 U 7 4 04 6 18" CC. E.W. 4" CONCRETE " -AB WIT1,4 616110110 LL)" X_X X X_ P T 2" BAND/ 6 r'I!L v1501JEEN, i717 I= av=R 4" _ GLEAN GRAVEL -LEt 04 X 65" TOP FOOTING AT EXTENSION SEYOND SL — — — — — — — — — — — — — — -I-- X -1i -4 X 54" TOTAL e EC SPACING (Y -IF," 51CTTC�� =-4RTW SECTION NTS / V, 4NIC«40R EOLT'_` OR ANCI-4OR AA_ RODS A5 NOTED IN F011."NDAT, !ON PLAN BASE /il � �l / PcjRic) W'T44 FOOTING 51-4B POUR ED ON TO:F OF FOOTING LLJ17�4 CON5T. \CONSTRUCTION JOINT= JOINT 50 -TCM CRACK CCNTRCL JCiNT it ii it 11 SIZ 2 - 05 FRAME TIE5 (TOTAL '1 I' OF d 54-R) CONTINUOUS 4C:RC55 BUILDING II 11 DETAIL NTS 4NC1­ICR 50-75 OR 4NS�40R ROD5 46 NOTED ON 7, FOUND4-1 iCN PLAN 1. 71 z PORTAL rR4`_ ANCHOR BOLTS OR RODS 45 NOTED;ON FOUNDATION PLAN CCN5TRJC;T1ON1 JOINTz FRA^!E PORTAL CRACK CONTROL JCiNr `r--,A11E P -Ac --E POURED ILL11 7�4 FOOTING 05 r-R4t-'E TIE5 (TOT,4! POURED ON TCP CF 4 BAR) CONTINUOJ5 OF FOOTING WITH CON5T. 4SR,0'55 FJILD;NCx JOIN-, z BOT70-1 '_L45 on DETAIL W5 FRAME s PORTAL FR4"`E 1145E 1`0JR=D W TlN \ \ ( 4NC",-"R 5OLT5 OR ANC:40R Rca5 45 NOT;=::) IN r-C'JND 4 T'ONI PLAN z! PORTAL FRAME ANG( -'+CR BOLTS OF 7� ROD5 45 NO -ED ON FOUNDATION PLAN 04 CCN7�NUCU5 IN SLAB POURED IN TCP OF FOOTING WIT" CON5T. ja!NT - 50TTOI-I SLAB I DETAIL (J*"l Wb E1_ 41, MINCRACK CONTROL JOINT- EITi­4ER 2 1122" DEEP 15o4LL;CUT OR GOLD JOINT IN CONCRETE A- CCNTRl2C7CR'5 OPTION (Y fy 2 r -RX -E 71E T074- 4 54R5 CONTINUOUS 4SROe5 BUILDING DETAIL RNN SPINW001111111 WRIXININN" 32" 04 9 E4Ct4 GCNT, REINP-C"RCINS BAR li CONTINUOUS- KEiN1`-0RC1N_ II IN FER1r-1E77_R FCO7;N(G ANS"CR BCL -5 INSIDE C:= RE!N=ORCINS DETAIL rL""*NN � 1 HTS 1.2 RAir"' EDGE OF 5L45 45 5N01,UN AT R.U. R ' U ' DOOR OFENINC-:5 WERE —7 FOOTING 45 RE UIRED DETAIL OPTION 01 5L4B AND SERI TER FOOTING -07 BAR TIED TO JOINT SEND AS 5�40��JN BEN 41- (Y LOCATE ONE 54R WiTH!N 6" C= E4 A.B. fy_ OPTION 02 51_4B AND f=ERIMETER FCC7 'NS- FOUR,ED 6E:F=4IRATEL'T-. CONTRACTOR MAY CHOOSE EITHER OPTION FOR CONSTRUCTION OF BUILDIN6; PERIMETER FO0TiW_sS DETAIL ("N�� GAS METERS I �C I I I MAIN ELECTRICAL SERVICE AND METER PANELS EXISTING CATER LINE I- - - - - - - - - - - - - _ II iii.. 1 � 11 fooo rr r- ♦- r- I / 00 11 / 11 -' ="'-'' �.' � / t _0. - ►- ,I I / / / I I -' '' "/ "+ 1 ��Ole RENTAL SPACE II _-'rte _r' "-'-' / II I r-rrr_r-r rrr / li /� � 9 I I JAS /v►.lA1r/._-''-''-'' -'' , / / ,. I I 1 '15.��/'� V�P1V� � I I - 'r �•' + ✓"''r rr'. I // /' � / / / nI II -_ - - r►---------- - �e � � i I r ►`frr r 'r r �' 1 � - � ' (I � � 1___I! t I I ' ' r-_ - - -?t .4llt - 3'� _ 4_ 11mS5 __IIII 1 1/2FSO 1 -- -- - - - - - - - - - - - - ��I I17, � ��- �ii%ii�-il�'T"i-1 [_�..-.t(I$II aF. C- ---------------- _ ---------------- Ill 1/2 1 1 1/2 f I I I p —� i II �- II II 11 71 I II RENTAL SPACE 6 ENTAL SPACE 4 II II II ! II II II II II II II II If ! II I! I I 1ENTAL SPACE II li ! II II II ! 11 I EXISTING SEPTIC TANK UTILI I f=LANIP 1/0 1 �! NEW SAN. SEWER DRAIN. SLOPE AT 1/4" PER FOOT OR" Wow wry wom UNLESS INDICATED OTWERWISE. SIZE AS INDICATED O CLEANOUT CF=FLOOR, G=GRADE ---------------------• PVC CONDUIT FOR ELEGTR!CAL SERVIGE TO EAGN UNIT. SIZE 45 INDICATED. I I I I f I / I I' I I I I I I —7 ►_4 IJ Tar,!: 60d NAIL IN 41-ITTER. E N T L -E E N T L E FR ./LEV 215.49, NVGDE X IN,--% F.W. �4 1-77777:7=------ -W 556*43'07W EXISTING C G t SW EXISTING GAT 545!N -tj I 1 1 ! I I ( ` \� i E)K15TING A.G. PAVING TO REMAIN *2 ` w 1- 4W NG 4 ExISTING I ,, i ( -4 p 4 T` RE EXI5TIWG BLDG 2 4 (Y 7- 00a 6F. On W" ............ . \ It 219rV x We 00 w (s) -4 �sla Lu x E 6T[W-z) —X- 5ZDG 1A 7 '_ _r __ L EXISTING A.G. PAVING To KE�,IWN t 7 55'1 "A3Oj ILU 320.6L' 4T -------------------------------------------------------------------- "A 7 ----------- A-4T CZ1----------------------------- L :5LDG 4 X 11 4 2:7 EOY - X J / / 1, 1, / , I , I I VOPRO. O I BL 18333 5F ,+ 1 ,BLDG 5 1> -4 o w /*Ij 1> A %It qji.... ...... w tj X rn I Lp 0 Lu T WE L L o5 11 1> x b x -4 WELL "Co I> Tn J L iFTTM 6 7 Nr 7.4 j,; FAV�I`r' -TING EX!C A.(7 - CU R5 7 0 11 IRE"AIN i' iL -4 T ly uj I woo wo go 0 PA 2C' r,;ZZA'N4GE E45E`!E' ',�y 15' 1Irl\ TO go FER RSN jf r, EXISTING 5 E E 15HEET PER200ro-C4 ---------------------------------------- ---------------------------------------- ------------------ l ------ G-2 FOfR -I r --------- f all Cq------- J L D E T A I L OF 'xT� 16 AREA w EXI57INC, r -JR5 AND 5U,7 T =1;, I_____- CCNr-R'E APRON ------------------------------ ----------E-------------------------------------------------------------------- i It WELL 'I C-3 EXISTING WELL G�k ll— — — — — — — — — X 0 DRAINAGE EA5E-ENT PER RSN —><—>(—X—X— X—>(—X X—X—X�Xz—X-L� -X—X x—x—�----—l= - — - - — - -x — - ----— - -x — - - — - - — - - C. 0-211 Chico AV;2 SITE N T 5 Ll-.- I ,c CONCRETE - \ ON W4TE — 2x!2 r-fRA1,-1E Il4ELD IN PLACE BACKGRGUND WASHOUT WITIl-4 !X2X 4" &TA<ES- AT 50TP 51DE5 NO MORE 71-44N 6' O.C. FOR FULL f=ER17MFTER 10 !`111- V5QJEEN LINER 07P SEALED 31X 21± PLYWOOD SIGNI, 2X12 FRAME MELD FIRMLY iN S jPLAGE v WITi-4 1 X2X24" 5T4<E5 AT BOT P 5!DEe NOT MORE Ti IAN 6' O O.C. FOR FULL X 10 I` -!IL VSaIJEEN LINER '�W'TP EDGES LAPPED 12" A SECTION 5EALED "\!x2x24" 5T4<E5 E4 e!DE OF FKAI .E DETAIL rtTe -Ko 6 6011-1055 4 5TORt'IWATER POLLUTION PREVENTION 1. NO SOIL D'57UR-54NCE Sw41-L OCCUR PRICK TO OBTAINING A BUILDING OCR 09R4DNIG 2. PARTY FRE5F=0N5!BLE FOR 1I`-1f=LE"=-N'4TiON11 Or- STCRMW4TErR AND EROSION CONTROLFE,4TL;r--,=!5 544LL BE: Is< CUDGEL 62� ENGLER AVENUE SPIC-0, CA i5e2P, FP0NE: 530 3. EROSION CONTROL MEASURES SPALL BE IN P1-4SE EETWEEN OC'CeER 15 AND APRIL 15 AND WPENEVER RAIN 16 FORECAST FOR T-4=— PROJECT VICINITY d. GCNSTf;ZJ1C;TI0Nl 544LL BE 5SWEDULED AND EXECUTED IN 4 MANNER 76 -+AT Li!` -V'75 50TP SOIL ER05104N AND POTENTIAL 5TC9;Z`-1 WATER f=OLLU7ON 45 REQUIRED By T"= CALIFORNIA GREEN 51,111-DINC-i CODES STANDARD SECTION 5. r-,E4SLJ1R1E5 NOTED 5"41-11- BE IMPLEMENTED -,C r-CN,=CRI11 WiT,4 TP=- 'BEST 1"'4N.46F=�'"ENT PRACTICES' OUTLINED IN TI. -IE G4L-!r-01-<N1A eTCFR^ WATER OJALIT'r AS50C;I4TICN P-4N:)5O0<, NCVEM5ER 2002 EDITION. Cw. ANY SC!L TFRAC<ED r -ROI". TP=- SITE INTO TPE F!:UBLIC; STREET SCALL EE CLEANED UP AT TI -4E ENE) Cr- E4C;W WORK DAY. 1. !N4(--TIvE 50IL 5TOC<PLEe S"ALL BE CC'/Er-,=a. ACTIVE SOIL 5TCC<F=ILES 5L-J4LL BE COVERED PRIOR TO ANY ;=C;R=-G4ST RAIN EVENT. 8. ER051CN CONTROL '-1EA51jRES SP41-1- BE MAINTAINED FOR TI, -E DURATION OF CON57FRUSTiON OR UNTIL ALL EXPOSED 5CIL 15 C;OvEr-7,E::) LL'T� PAVING, VEGETATION CR CTil,4EIR Frk,IS4 5,;;R=4C1NG 45 SPO LN ON TPE fmL,4N15. C, WASW!NG 0' F CONCRETE EaJIF:"`1EN'r AND TOOLS A, ANY LCC;,4!CN OT�-4=;R T;44N T-�=- DESIGNATED W45P-CLI-' 61-401I.LN ON TwE r-L4Ne 15 4 VIOLATION r-= 1-41w'i AND SJE3JECT TO FINE. 77 N�-rb*42 )<15TiNG N 0 FP, 42"E--------------- - -- — — — — — — — — — — — — EXISTING- DRAINAGE DITC�-4 E L 4 V E. EXISTING [)!TCI! — — — — — — KE 1': I T E FL EXISTING 5JILD!N!G OWNER LN, ERI _3 PROPOSED o T 6293 ENTLER AVE. E30X BUILDING ��!5 PROJECT EXISTING &" VERTICAL CIJII��5 C>41GO, CA e5c-�28 BENCH MARK: DES!rN4TED ACCESSIBLE F`4TP OF TRAVEL. PAINT PHONE: 1530 -(o24-1998 (oOd NAIL IN GUTTER APPROXIMATELY PAVEMENT WITH Coll WIDE 0-4ITE STRIFES AT BORDER AND 2e5' WEST OF NORTHWESTERLY PROPER T-1- i FUTURE BUILDING "I' SEPARATE PERMIT 3' O.C. GOR,',',IEFR. ELEVATION 215.48 NVGD. ----------------- - t=JTL;;RF- GUFE31C:LJ1;Q5 AND GIJTT-r::R PROJECT LOCAITON FROF05ED WALK CR CONCRETE SLAB ON GRADE 629 ENTLER AVE. roll TI4!c;< W!TP (Olroliallo wurl CPICO, CA e5e25 INDEX OF DF;;ZAWING;5. CI OVERALL SITE PLAN C2 eITE DETAIL A1.1 FLOOR PLAIT 41.2 FLOOR f=AN DETAILS 42 ELEVATIONe A3.1 5UILDING-z SECT ION5 43,2 FfRAt*,IING� DETAIL5 e 1.1 FOUNDATION PL AN 51.2 FOUNDATION IDETAIL5 UI UTILIT� LA"`I OUT NOTE BUTTE COUNTY MAR 2 6 2015 DEVELOPMENT SEIRViCES B 13 - X67 CONCRETE OR A.C. r` , �`• -PAVING WITW 2qc MAX SLOPE p PARKING aI Jl ^v PAINT 'NO PARKING' WITP 12" LETTERS k 0 SIGNS 4 MARKING j 111NTERNATIC.'NAL SYM30L OF AGCE55151LITY' S!GN INDICATING PUBLIC ENTRANCE. CBC 1127 53 N ACGE55!5LE PARKING SPACE IDENTIFICATION SIGN PER CEC 1129 B.5,MOUNTED AT ENO" ABovE FG W!T.-1 VAN 4CGE55I3LE" SIGN MOUNTED 1MMEpf gTELT BELOW TuE UJ"EELCNA!R SYMBOL. SEE C-2 ^ 36 SCUARE SWOW'NG PRGFfLE VIEW OF 3 WWEELG:-41R AND CCGUPANT. WUITE CN BLUE BACKGROUND. LOCATE 45 5�40LUN 5C MAR<!NG IS V151BLE WHEN 5P4CE IS OCCUPIED. PAVEMENT SURFACE MAR<ING - AREA TC GE a 57R'PED PER CBC ?!8-18S N SIGN CCNMCR^^ING L, !TN CBC 112Q.15.4 STATING "UNAUTi-tCRIZED VE"ICLE5 ... MAY BE TOWED AT OWNERS EXPENSE.... " SEE GZ PARKING ONLY F J 3" W=HITE LETTERS VAN REFLEC T CRIZED ACCESSIBLE / SIGNS W!T" W"ITE // MAR<ING ON BLUE R ACKGROI:ND 45 MINIMUM FINE $250 I �7 �I °1 012TAI TO ENTLEF, AvE 51DELU,4LK 22" I`1iN UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING DETAIL C ►„� C-2 S' -4N< 51=4CES 70 SE FILLED IN w!Tr4 APPROPR'ATE IN=ORMATICN 45 FERMANEN T PART CF SIGN - V4 R, IGN. VAR' j I FRE'--AS-7 CCNCRETE PARKING BJMPER� / \ AS E -JO Nl 6 LGvG '` P'CL L. ANCE iORJ LAN�SCA�t� ' F� MAN��AC';R�R S 'NS`RuCf IONS n c,�CN I :.ANTER 7 /'- N ; AC. F4VN+ TC cix 1 i ,. I 2/2X'8 REDWOOD Cr--, `2 Y.rc REDUJICCD OR =; STAKE C 32°'_ O.C. PT ER DrETAILD l""vlva "�° C2 EXISTING AC. TO REMAIN EXI5TING PLANTER TO KEY EXISTING SEPTIC-/- 575TEM------------ SITE DETAIL: I" = 20' NOTE GLL 1MPRovEMENTS ARE EXISTINCz UNLESS NOTED CTI-4EQtli!SE NEW CONCRETE WALKWAY. 6" CONCRETE ON ro" AGC, BASE NEW' A.G. PAVING. 3" A.C. OVER F" 4GG. BASE OVER CC''"PACTED � i / f� SUBGRADE LANDSCAPED AREA. ARBA TO B_ AQUI: ED W:TN AU � O�AT;G • ' IRRIGATION SYSTEM CON=OR`!!NS WITH CA GREEN BU!LDfNG . y - CODES STANDARDS 5EC7ICN 4.304.1. 5Y57EM MUST BE INSTALLED . w . AT TuE TIME CF FINAL INS!=ECTiCN AND SuALL EE WE4T�4ER CR SOIL MpiSTURE-BASED. L F;RE :AST CONCRETE PAR<ING SJMPEF. DIRECTION' OF S"EET DRAINAGE i DEFINED DRAINAGE IN VALLEY" GUTTER 1f6 SPOT ELEVATION (EX15TfNG) r -L F�-OWLINE TG TCP OF GRATE p r DESIGNATED PATW CF TRAVEL FROM PROPCSED BU!LD! 4r T O ENTLER AVENUE. PER PARCEL 1'iAP BY FEENY ENG'NEER'NG AND SURVEYING. GURRENTY UNDER REVUE BY BUTTE COUN : Y YELLCUI C -L UE-DOUN DETECTABLE WARN!NG MAT CEG SECTION i121B.3.1, 36" WIDE IN DIRECTICN CF TRAVEL AND FULL WIDT:4 CF TRAVELED WAY PAR<fNG SPACE DEI5GNE47ED FOR FUELL-Et:='C!ENT CR VAN PARKING, I` ARE<D 'CLEAN AIR/VA'v'FPOL/Ev' =ER CAL. GREE'N . G ST BJ!LC N,,s ANDARDS .CGDE SECTION A5.!C6.5.1.3 O 101 Em 6'-O" Im G45 1''ETER5 BL T 20'>e 8' STOREFRONT 301-01, 0 �^ n I p V I � I I 1 CV I ELI II 0 I 0 r RENTAL ISPACE 1 2363 S.F. UNCONDITIONED SPACE 0 0 I C 3. 1 0 1 14' X 14' Rr=.U. r 14' X 14' R.U, r^�u—fl O O C --ISS' 0 0 229'-O" 221'-C" 5L TO 5L 28'-C" L 28'-0" 4— 14'-O., 14' X 14' R.U. r� 14' X 14' R.U. - I I 0 0 ELECT (Clfl 717 -L `- 20' X a' STOREFCNT,� II I; T PORTAL FRAME 5Y CECO I I I f 16' X 8' ORE=:RONT (I II (I II II II Ji II ;J II II it II II it II II ,I II II it II I PZNTAL :SPACE 3 i i RENTAL SPACE 5 i I RENTAL SPACE I II 2240 5F. II 2240 SF. II 2223 SF. UNCONDITIONED SPACE UNCONDITIONED SPACE UNCONDITIONED SPACE PNTAL SPACE 2363 5F. UNCONDITIONED SPo 20' X 8' STOREFRONT f=LAN, 1/0" DUILDIN* AIZA: 10,33 S.F. PIRCVID'= W41"L I'",OUN T ED 24:10 -BC FIRE EXTINGUIS !ER IN C45iNE T OR SRAGKE T LUITI-I T OF NO 1"IORE THAN 5' FROM F F. VcRIF'1' LOG14TiCN5 WIT+-! FIRE MARSL!AL PRIOR TO INSTALL, T iO,N, FIRE DEPARTMENT PEOUIREMENTS: !. PROVIDE ONE 24:I05C FIRE CX T INCzU1SNER MOUNTED IN C4 7,iNET OR ON 5R4GKE T 50 TOF 15 NO MORE THAN 5' ABOVE F.F. AT EACH UN,T. _ + 1• I=CST SUITE ADDRESS CN EACW SEPA2A! UNIT AT FRONT (NOT ON DOGR) AND EAGN 541--K DOOR, 3. NOTIFY FIRE DEPARTMENT 0530-538-�083� Y.1/ooi IF 1-{AZARDGUS OpERATICNS, '='ROGE55E5 OR STORACze UJILL BE GONDUGTED IN ANY UNIT, A SPECIAL PERM'T FROM NE FIRE DEPARTMENT MAY BE REOIJIRED. II II II 1.2 II ILI l---L=J11I----------------�I------------------i!----- ------ ---- ,�--------------�, --------------_________=_ (1 --�'------------ II ITT -'T-==—==_______: ,- T1 i I I i J �! �{; \ROUGu PLUMS FOR FUTURE RR I I II II II JI RENTAL. SPACE 6 i i RENTAL SPACE 8 �L SPACE 4 ' 2240 5F. I J 2223 5F. 2240 5F. II UNCONDITIONED SPACE 11 UNCONDITIONED SPACE 0TIONED SPACE II Il II JI II II II II it 1� II ;; 16' X 8' S T ORE;-RCNT I J 16' X a' STOREFRONT I PORTAL FRAME BY CECC II II � II I, 20' X a 5TCREr-RONT Q 14' X 14' R.U. �—� 14' Y. 14' R.U.— 1 " —a O--0 p G —4�_.� 14' X 14 R.U. �---� !d' X I d' R.U. 1 ( O 1 i s,l I I J Tyre G60 L u rleNs 10 w R++s p usK /0 LijhT'S uWe.r SbFF�t- CRANDALL ENGINEERING 4958 PONDEROSA WAY P.O. 80X 124 MIDMIN, MS, CA 95345 PHONE: 209-965-4844 FAX: 209-966-4744 TITLE: 13UILDING 03 FOR GUDGEL C0�10---TCZUCTION ON rENTLER. AVENUE - CPICO, CA CLIENT &. JDGr.--L CC I,5TP.UCTION 622 ENTLER AVE. SOX 36 CI-IICO, C -A S5lB,2S PNONE: 1530) 624-11399 P / REVISIONS: DATE MARK, NOTE SCAB: SHEET' .Y DATE: 3/'6 /2015 FILE: C' \U=ens\�GUser\[;�44top\14047 '' JOB GUCGFL jl3E\G4�-At?.dvrq OF IO ?3C45 � I ,1 VV 30�C Y G ; U W Tyre G60 L u rleNs 10 w R++s p usK /0 LijhT'S uWe.r SbFF�t- CRANDALL ENGINEERING 4958 PONDEROSA WAY P.O. 80X 124 MIDMIN, MS, CA 95345 PHONE: 209-965-4844 FAX: 209-966-4744 TITLE: 13UILDING 03 FOR GUDGEL C0�10---TCZUCTION ON rENTLER. AVENUE - CPICO, CA CLIENT &. JDGr.--L CC I,5TP.UCTION 622 ENTLER AVE. SOX 36 CI-IICO, C -A S5lB,2S PNONE: 1530) 624-11399 P / REVISIONS: DATE MARK, NOTE SCAB: SHEET' .Y DATE: 3/'6 /2015 FILE: C' \U=ens\�GUser\[;�44top\14047 '' JOB GUCGFL jl3E\G4�-At?.dvrq OF IO ?3C45 EXiT DOOR MoilmsMENTs I. ALL EXIT DOORS SWALL BE OPENABLE FRO." TUE INSIDE WTNCUT TWE U5E OF A KEY, SPECIAL KNOWLEDGE CR EFFORT, DOOR Z X/%/ Xl� 2. DCGR HARDWARE -ALL CONtORM TO CBC SECTION 1008.1,9 i QiQ AND BE MOUNTED BETWEEN 34" f 44" ABOVE THE Fms-wED FLOOR. DOOR HARDWARE 5W4LL BE SINGLE -EFFORT, LEVER i Nin TYPE UARDWARD E CONFOR' G TO CBC I!8-404.2.11 ANNOT R=CU'IR!NG TIG4T GRAS'=ING, P!NGu!N, OR TLU!STIN(S OF TG4E WP -15T TO OPERATE. 3. THE SOTTO" 10" OF ALL DOOR5 SWALL HAVE A SMOOTH UN'NTERRUPTED SURFACE TO ALLOW TUE POOR TO BE OPENED \ \�\\\'xN BY A WWEELCWAiR FOOTREST VTI -BOUT CATCUiNG OR CREATING X A HAZARDOUS CONDITION. CBG 015-404.2,10. Q TuRESUOLD 4, TWE MAXi""UM EFFORT REQUIRED TC OPEN DOCRS (OTWER TWAN °d F'RE DOORS) SWALL NOT EXCEED 5 1-55. GBG II5-404.2 a 5. EXIT 516N5 544LL BE INSTALLED AT ALL EXIT DOCRUT4Y5 45 TACTILE EXIT SIGN REO'JIRED ay CBC 5ECTICN ICII.C. SIGNS 51-441LL BE READILY ViS'BLE FRC"? ANY DIREGT!CN CEP EGRESS TRAVEL. BUILDING INTERIOR 6. ALL GRADE LEVEL EX!? DOORS 5H4LL BE IDENTIFIED ON ?WE IN7'DE W!TW TACTILE EXIT SIGNAGE FOR GRADE LEVEL EXITS 11 �� W!TNOUT RAMP OR STAIRWAY CONFORMNG TO CBC c=CT!GN 1011.3. SIGN5 5WALL BE MOUNTED EE WEEN 48" AND 60" AFF. SIGN ^"ARKItiG 5WA1-1- CCNrCR"'! TO CBG W15- 1033 I EM 1. O 1. ALL ACCESSIBLE ENTRANCES SPALL BE IDENTIFIED AT TWE INTERNATICNAL SYMBOL �EXTERIOR WIT4 AND INTERNAT!CNAL 5Y"MA OL OF ACCESSIBILITY OF 4CGE55!RILITY SIGN SIGN CCN=CR`?!NG TO CBG 5ECTICN iB-703.7.2.1. SIGN SuALL BE - POSTED ADJACENT TO TUE DOCK AT 60" ABCVE TUE WALKING SURFACE. 2^-O I DOOR LANDING AREA TO BE 5MOOT4 WARD SURFACE CONCRETE OR AG. PAVING) WITH MAXIMUM SLOPE NOT 1-ICRE tUAN 1/4" PER FCC Ti DETAIL A NN Nrs OPTIONAL MIRROR 36" O � Q vl Q1 C RR ELEVATiON 41 GRAB BAR � 2'-O�, I I i cti I-- \Tf=' c!sP. RR ELEVATION 03 r o �� I RR ELEVATION *1 I IN - GWB CEILING - 5.6E. L �. PANED 5.GE. -O O v C RR ELEVATiON 04 GENERAL NOTES I. ENGINEERING DESIGN LOADS RCOF LIVE LOAD: MINIMUMS PER CBC T45' E 1607A.1 WIND LOADING BASED ON: 110 i"iPN/EXPO5URE "C" SEISMIC DESIGN: SITE CATEGORY: D RISK CATEGORY: 11 SEISMIC lriFORTANCE FACTOR: 1.0 55 = 0.592 51 - 0.226 SDI 0.293 5DS 0.523 SDC 5=RS = OSMRF/OSGBF C5 = 0.1504 FRAME / =0.!619 BRACE ANALYSES BY EQU!VALENT LATERAL FORCE METHOD 2. CONSTRUCTION SHALL GONFCRM TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING THE FOLLOWING: 2010 C41-iFORN14 STATE BUILDING CODE, TITLE 24, PART 2 2010 CAL!FCRN!A STATE ELECTRICAL CODETITLE 24, PART 3 2010 CALIFORNIA STATE MECHANICAL CODE, TITLE 24, PART 4 2010 CALIFORNIA STATE PLUMBING CCDE, TITLE 24, PART 5 2010 CALIFORNIA STATE ENERGY CODE, TITLE 24, PART 6 2010 CALIFORNIA STATE FIRE CODE, TITLE 24, PART 9 2010 CALIFORNIA GREEN BUILDING STANDARDS CODE 3. STEEL EUILDING SNALL BE DESIGNED BY OTHERS TO CBC AND M5M4 REQUIREMENTS. MANUFACTURER SHALL PROVIDE SHOP DRAWING -5 AND CALCULATIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. 4. EACH SUBCONTRACTOR SHALL EXAMINE THE PLANS CAREFULLY WiTH RESPECT TO ADJOINING WORK AN"' CONFLICTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE BEGINNING CF WCRK. 5. THE SEAL AND SIGNATURE FOR THESE PLANS APPLIES ONLY TO THE DESIGN ON THE BUILDING CCMPCNENTS AND FEATURES SHOWN AND SPECIFICALLY DETAILED ON THESE PLANS AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER CF RECORD FOR THE ENTIRE PROJECT. SPECIAL INSPECTIONS I. REQUIRED SPECIAL INSPECT!CNS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL IN5PEC T OR PER CHAPTER 11 OF THE 'C5C AND LOCAL BUILDING DEPARTMENT REQUIRE"iENT5. 2. THE SPECIAL INSPECTOR SuALL BE HIRED BY THE OWNER AND APPROVED BY THE ENGINEER. 3, SPECIAL INSPECTOR CERTIFICATIONS SHALL BE SUBM: BITTED TO THE BUILDING DEPARTMENT WITH THE PERMIT APPLIC4T!CN. THE 51=EC!4L INSPECTOR MUST BE APPROVED 157" THE BUILDING DEPART"tENT PRIOR TO BEGINNING CCN5TR'JCTiCN. 4.ALL INSPECTOR'S HANDWRITTEN LOGS SHALL BE AVAILABLE ON THE JOB5ITE FOR REVIEW BY BUILDING DEPARTMENT FIELD INSPECTORS. 5. COPIES CF ALL !N5f'ECTOR REPORTS SHALL BE FILED WITH THE LOC4L BUiLD!NG DEPARTMENT AND CRANDALL ENGINEERING. REFOR75 SHALL BE FILED WEEKLY DURING CONSTRUCTION, REPORTS SHALL NOTE ALL DISG!REP4NCIE5 WHETHER CORRECTED OR NOT. 6, UPON CC'*' PL ETION OF THE PROJECT, THE INSPECTOR SNALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION UJ45, TO THE BEST OF THE INSP'ECTOR'S KNOWLEDGE, PERFORMED IN CONFORM4NCE TO THE APPROVED PLANS AND SPECIFICATIONS AND THE 4PPLiC4BLE WCRKMANSHIP PROv!5ICN5 OF TuE CBC AND/OR ICC REPORT. 'S_ SPECIAL INS=ECTION 15 REQUIRED FOR THE FOLLOWING ITEMS AND PROCEDURES AS NOTED. NIGH STiREWSTN 50LTNGx A. ALL HIGH STRENGTH 50'75 ARE TO BE INSTALLED USING "TURN OF THE NUTi' METHOD SPECIFIED NN THE 13TH EDI? CN C= THE 4150 S:EEC.F GA; , ION FOR 5RUCTURAL JO NTS USiNG AST 1 A325 OR 44_a 0 BOLTS", PERIODIC MCNITCR!NG OF BOLT TIGHTENING 15 ACCEPTABLE WHEN USiNG "TURN CF THE NUT" METHOD. B. INSPECTOR 51-44LL VERIFY THAT ALL BOLTS AND W'45HERS CONFORM W!TH THE REQ'J!RED SPECIFICATION. C. IN-PECTCR 5HALL VERIFY THAT THE MEMBERS TO BE CONNECTED ARE PROPERLY ALIGNED PRiOR TO TIGHTENING. D. TESTER SHALL OBSERVE THE CALIBRATION PROCEDURES WHEN REQUIRED BY THE ASTM SPEGiFfCAT(ON (4325 OR AdgO) AND MONITOR TUE INSTALLATION OF 51OLT5 TO DETER'IINE THAT ALL PLIES OF CONNECTED MATERIAL NAVE BEEN DRAWN TCGETHER. CONC RETE A, INSPECTOR SHALL PE RLODfCALL`T' INSPECT REINFORCING IN EXCAVATIONS AND FORMS PRiOR TO PLACEMENT OF CONCRETE. INSPECTOR SHALL VERIFY BAR SIZE, NUMBER, PLACEMENT AND GRADE FOR CGNFCRMANCE WITH APPROVED PL.AN5. B. INSPECTOR SHALL VERIFY THE USE OF THE REQUIRED DESIGN MIX. C. IN5PECTCR PERIODICALLY OBSERVE PLACING OF CONCRETE AND MAINTAIN A PLACING RECORD INCLUDING DATE, TIME AND PCRTICNS OF CONSTRUCTION PLACED, D. INSPECTOR 5HALL MONITOR TAKING OF TEST SPECIMENS FOR STRENGTH TESTS, PERFCR^'f SLUMP AND DETEF;Z 11NE THE TEMPERATURE OF THE CONCRETE. 5AMPLE5 FOR STRENGTH TESTS SHALL BE TAKEN A5 REQUIRED BY AGi 318: 5.ro. MT5 EM5EDDED iN C40NCr,!7M A. ANCHOR ROD, ANCHOR 5OLT5 OR OTHER ITEM5 EMBEDDED IN CONCRETE SPECIFICALLY NOTED TO REQUIRE SPECIAL INSPECTION SHALL RECEIVE SPECIAL INSPECTION PER THIS SECTION. B. IN5"EGTOR SHALL VERIFY GRADE OF STEEL AND SIZE OF EMBEDDED ITEMS. INSPECTOR SHALL VERIFY SiZE AND LCCATiON OF ALL REINFORCING WITHIN THE VICINITY OF TINE EMBEDDED ITEMS. iNSF'EGTOR SHALL ALSO VERIFY THAT E11SEDDED ITE''! AND REINFORCING ARE SECURELY" HE_D IN PLACE PRIOR TC PLACING OF CONCRETE. G. INSPECTOR SuALL OBSERVE PLACEMENT Cl- CONCRETE AND VERIFY PROPER CON50L!DAT!OiN OF CONCRETE AROUND EMBEDDED ITEMS AND ADJACENT RFINFORG!N1G, ANC44C" SET M HARDENED CONCRETE A. STEEL ANCHORS SET IN HARDENED CCNGRE7E -HALL RECEIVE SPECIAL INSPECTION PER T45 SECTION. B. INSPECTOR 5HALL V_R'FT' 51ZE AND GRADE OF ANCHOR OR ANCHOR ROD, ROD M4TERfAL, TYPE OF EPDXY ADHESIVE, AND SIZE OF DRILL BIT USED FOR BORING HOLE IN CONCRETE. C. INS=EGTCR SHALL VER!FY PROPER DRILLING AND CLEANING OF HOLE, MIXING O= 4DHE5IVE AND INSERTION OF ROD. D. IN -===OR SHALL AL50 NOTE 4MB!ENT TEMPERATURE FOR CON=CR" 4NGE WITH REGUIREMENT5 LISTING WHERE APPLICABLE. STUCCO NOTES I. STUCCO (EXTERIOR LATH AND PLASTER) SuALL BE APPLIED IN ACCORDANCE WiTH SECTION 2508 OF THE CBC. AF^PLiCATiON SHALL BE IN THREE COAT5 OvER METAL LATH OR WIRE FABRIC AND TWO COATS WWEN APPLIED TO MASONR'Y' CR CONCRETE. TOTAL TH'CKNES5 -WALL NOT BE LESS THAN 1/8". 2. WHERE STUD WALL JOINS TO A SLAB AT GRADE, STUCCO SHALL BE 4"PLIED TO COVER, BUT NOT EXTEND BELOW LATH AND PAPER. PROVIDE FLA -NINE CR WEEP SCREED AT SUCH JOINTS. SOiL NOTES I. FOUNDATION DESIGN 15 BASED ON "SOILS INVESTIGATION FCR PROPOSED CCMMERCiAL SHELL BUiLDiNGS FOR RiCK GUDGEL - ENTLER AVE, G"ICC", DATED 22/!5/!5 Y CRANDALL ENGINEERING. 2. FOUNDATION DESIGN PARAMETERS ARE: SOIL BEARING CAPACITY: 1500 PSP: LATERAL BEARING: 150 PCF COEFFICIENT OF FR!CTICN: 0.25 3. THE PROPOSED BUILDING SITE 15 LEVEL AND EXCAVATION WILL BE Ll,'1ITED TO STRIPPING THE SITE OF ALL L005E MATERIAL VEGETATION AND L005E SURFACE SOILS. FILL FOR SUPPORT CF BUILDING SLAB AND ANY MINOR FILLS REQUIRED TO REPLACE OVEREXG4VATiCN REQUIRED AT SOFT SPOTS 15 TO CONSIST OF CLEAN GRAVEL. 4. IF SOIL CONDITIONS ARE ENCCUNTERED DURING CONSTRUCTION THAT D'FFER FROM THOSE DESCRIBED iN THE REPORT, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY AND MEASURES TAKEN AS DIRECTED. LIGHT GAUGE STEEL FRAMING I. ALL LiGHT GAUGE STEEL STUDS, JOISTS AND TRACK SHALL BE GALVANIZED OR PAINTED SHAPES MADE FROM STEEL CON=CRMiNG TO ASTM 4448. GRADE 4 WITH A MINIMUM YIELD POiNT OF 33,000 F-51. SHAPES AND SiZES NOTED ON TWESE PLANS ARE STANDARD SHA1=E5 AS LISTED IN THE STEEL STUD MANUFACTURER'S 455OCIAT!ON CATALOG AND LG8.0. ER NO. 4gd3P. DESIGNATED MEMBER SIZES ARE STANDARD M.5^l.A. DESIGNATION. 2. ALL HAT, CHANNEL AND SUB -GIRT SECTIONS -HALL BE GALVANIZED SHAPES MADE FROM STEEL CON=OR"1!NG TO ASTM 4d45 GRADE A WiTH A P'lIN!MUM YiELD POINT OF 40,000 PSI A5 MANUFACTURED BY BNP STEEL BUILDING PRODUCTS, 3, ALL STUD W14LLS SuALL HAVE CONT!NUC'J5 TOP AND 50-1701", TRACKS GF THICK - NE55 MATCHING STUDS UNLESS NOTED OTHERWISE. TOP TRACKS SHALL BE SPLICED Wi T 4 14" SECTIONS CF IDENTICAL P14TER14L INVERTED AND LAPPED I" ON EACH SECTION AND ATTACHED WITH A MINIMUM OF 3 -WO X i" SCREWS THROUGH EACH FLANGE OF EACH PIECE OR 45 SHOWN ON THE PLANS. 4. ALL BOTTC''' TRACK 5HALL BE ATTACHED TO CONCRETE 5UB5TRJCTJRE WIT" 0.14"c X 1 1/2" 5N0T PIN5 AT 24" O.C. UNLESS NOTED OTHERW!5E. 5. CONNECTIONS CF LIGUT GAUGE STEEL FRAMING 5H4LL BE 4CGCMPLI5HED BY i'lEAN5 0= SELF -DRILLING TEK SCREWS OF THE 5!ZE INDICATED ON THE PLANS. WHERE CONNECTION 15 NOT 5PEC!F!C4LLY SHOWN, IT SHALL BE MADE 45 NOTED BELCW OR PER THE STANDARD DETAIL 5 SHOWN iN THE STEEL FRA"IiNG i'"ANUGACTURER'S SPECIFICATIONS AND 4PPRCPR!ATE ICC REPCRT, STUD TC TRACK:: I - •10 SCREW EACH FLANGE JOIST TO TR4CK: 2 - •i0 SCREWS TO WALL TOP TRACK (I THROUGH CLOSURE TRACK) AND I SCREW TO TCP FLANGE OF CLOSURE TRACK BRIDGING TO JOISTS: I - cO SCREW AT EACH -4 GROSSING BRACING TO STUDS 1 - 010 SCREW AT EACH CRO55!NG 6. SCREW LENGTH SHALL BE ADEQUATE TO PENETRATE ALL REQUIRED GCi"lPONENT5 AND PROVIDE AT LEAST 1/4" PROJECTION Or: THE THREADED PORTION BEYOND✓ THE LAST CO!" iPONEN7, '1. SCREW THREADS FOR EACH SIZE SCREW SHALL BE AS FOLLO'w5 UNLESS SPECIFICALLY NCTED OTHERWISE: 08 SCREWS -18 THREADS PER INCH 00 SCREWS - 15 THREADS PER INCH 0I2 0I4 t 1/4 SCREWS - 14 THREADS PER INCH S. -CREWS FCR FASTENING STEEL TO STEEL SNALL BE STANDARD HEXAGONAL HEAD SCREW'S UNLESS HEADS MAY INTERFERE WITH INSTALLATION OF FINISH SURFACING WHERE PAN -HEADED SCREWS MAY BE USED. SGREUJS USED TO FASTEN PLYWOOD 5H4LL BE W4FER HEAD SCREWS. 9. MINIM'u!-1 5CRE'WI-P4G!NG AND EDGE DISTANCE SHALL BE A5 FOLLOWS: "F3 - 1/2" MINIMUM "10 3 •!2 - 3/d" MINIMUM "',4 d 1/4 _ 1" 1,!V'IXI IC. WHERE SHEET METALS OF DIFFERENT THICKNESS ARE TO BE FASTENED, SCREWS SHALL BE DRVEN SO THAT THE THINNER METAL 15 FIRST PENETRATED, II, SHEET METAL SHEATHING FOR DESIGNATED SHEAR PANELS SHALL BE MADE PRO"! STEEL GONFCRM!NG TO ASTM 4448. GRADE A WITH A YIELD POINT OF 33,C00 Pel. SHEETS OF HIGHER YIELD OR GREATER THICKNESS SHALL NOT BE SUBSTD ITUTE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. CECO ROOFING, SIDING AND SOFFIT PANELS: 1. STEEL SIDING, CANOPY a 50'=F!T PANELS SHALL BE A5 SUPPLIED E5Y CEGO WITH F4GTCRY A==1-fED FIN15H IN COLOR 45 NOTED ON ELEVATIONS. ROOFING 5HALL BE CECC 'LOGKSEAM`, CONGEALED -FASTENER PANELS WITH G4LV41-U"4E FINISH. 2. SIDING: I SC=FIT PANELS SHALL BE FASTENED TO SUPPORTING MEMBERS 45 NOTED BY CECO. WHERE SUPPORT!NG MEMBERS ARE FIELD INSTALLED, "!2 GA5KETED SCREW5 SHALL FE USED 45 FOLLOWS; 5CREJ)5 6" C.G. AT PANEL ENDS SCREW'S 12" O.C. AT PANEL INTEiR""'EDIATE SUFPCRT9 SGREUJ5 4T 3C" 0.C -ALONG PANEL SIDE LAPS. 3. "L0CKSE4M" ROOFING AND CANOPY PANELS SHALL BE F45TENED TO 6UF=7OR71NG McMBERS WITH CLIPS 45 NOTED BY CECO. �. EXPOSED FLASHING SNALL BE CECO STANDARD FREFINfeHED STEEL PAR75 OR GUS T OM MAGE FROM CECC ROLL -STOCK COLORED TO MATCH JOINED M4TERIAL5. - 5. CONTRACTOR 6t --:ALL BE RE5PCN51BLE FOR INSTALLING ,ALL FL45HING, CLOSURE STRIPS AND OTHER M4TERIAL5 45 REQU!RED FOR WEATHER -TIGHT GONSTRUCTION. BUILDING DATA - 2010 CSC OCCUPANCY GROUP: SHELL BUILDING INTENDED FOR USE AS THE ANY OF THE FOLLOWING OCCUPANCIES: B, M, Fi, F2, 51, 52 TYPE OF CONSTRUCTION: 115 (NO SPIRiNtGLERS) LOCATION ON PFZOPERTY: NORTH: 85'1 TO EXISTING BUILDING (20' TO ASSUMED PL) EAST: 'TO' TO EXISTIWa BUILDING (20' TO ASSUMED PL) SOUTH: 60' TO PL WEST- 12'1 TO EXISTING BUiLDNG (20' TO ASSUMED PL) FLOOR AREA: PROPOSED: 18,333 SQ- FT. ALLOWABLE AREA: 12,000 50. FT. FOR B, M, 81 t FI 13,000 SGT. FT. FOR F2 t 52 INCREASE FOR SETBACK 4 -SIDES: 15% MAXIMUM AREA, TO BE DETER"iINED AS PART OF FUTURE PERMITS 14E IGNT- PROPOSED 1'1' MEAN ROOT=, 22.-2' MAX ALLOWABLE HEIGHT . 55' NUMBER OF STORIES: F I OPOSED : SINGLE STORY (WITH EXISTiW--s MEZZANINE) ALLOWABLE : TWO STORY FOR PLANNED OCCUPANCIES OCCUPANT LOAD: NOT DETERMINED EXiTS: RECUiR.ED: NOT DETERMINED PROPOSED: 16 EXITS A SE -P A TE PERM i `1- 1=R01'"'i eUTTEE COUNTY WiLL. of -:3E REOUIRED FOR iii FROVEMENTS AND OCCUPANCY OFF ALL SPACES. CONCRETE NOTES I. CONCRETE SNALL BE 4 COMMERCI4LLY AVAILABLE TRANSIT- M4x PROPERLY PRCPCRTIONED AND DELIVERED TO TUE 517E IN READY -MIX 7R1"'CK5. AGGREGATE S':ZE SNALL BE A MAXIM„M C- 1-1/2" IN FOUNDATICN5 AND 3/4" AT ALL CT -=R LOCATIONS. SLUMP SuALL NOT EXCEED d". CURING COMPOUND 644LL BE SPRAYED 1M i � C "C F R'` i. .M T F ALL Ac IA Y A C R �NA� r "'� !N ON LLSU ES �D EL � � CwtL G. 2. ALL GEMENT SuALL CONFORM TO 45TM STANDARD C-150, ALL AGGREGATES SNALL CONFORM TO A5TM STANDARD C-33. 3 CONCRETE USED FOR FOUNDA7!ON5 AND 6L455 ON GRADE SNALL WAVE A M'NIM'JM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. AND SuALL NOT CONTAIN LE55 TWAIN 5 SACKS OF GEMENT PER CUBIC YARD. 4. ALL RCIN EINFORG BARS SWALL BE GRADE 40 (FY --40,00C F59 EXCEPWH T ERE NOTED OTHERWISE. REINFORCING 54ALL CONFOR^1 TO AST"' STANDARD 4-6'5 EXCEPT WuERE WELDING OF REB4R 15 1RFOUIRED WuERE REINFCRCiNG GCNFO;zI!NG TO 457-1 4106 SWAL L BE USED. 5. F INFCRCING MAY BE WELDED ONLY 45 54OUN ON 7WE5- F -ANS. TACK WELDING TO HOLD FOR ALIGNMENT SPALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGNE=R. FREHEAT ALL ' i AND LARGER BAR PER AWS D!4 J2 PRE1,4EAT NOT REQUIRED FOR BAR SIZES % AND SMALLER. 6. FENFORCING SNALL BE LAID OUT r0 MIN'"'IZE TuE NUMBER OF SPLICES. SPLICES iN CCNTINUO'J5 fRVNIFORCEMENT FOR BAR SIZES '3 TWROUGI-I "8, SWALL LAP 45 NOTED ON TWE FLAN5 CR 45 FOLLOW'5: CsRADE 40 REINFORCING BARS: MINIMUM CF 32 B4R DAME , ER5. GRADE 60 RE!NFCRCING 54R5. MINIMUM OF 48 BAR DIAMETERS. WIRE MESH: 12" OR 2 LU!R= 5F4CES, WWfGuEVER 15 e- BEATER. WWER.Z ALL BARS INA MAT CR SECTION OF A EEAM ARE 5FLICED AT 7NE LOCATION OR MORE THAN 12" OF FRE=SH CONCRETE 15 TO BE PLACED BELOW THE BAR5, THE AEOVE DISTANCES 5H4LL BE NCREASED AN 4DDiTICNAL 30.. SPLICES iN PAR5 LARGER THAN' 6H4LL BE ONL?- 45 SWOLIN ON TRE PLANS. i. UNLESS 5u0WN GTWERWISE, T NE MN!M'JM CONCRETE COVER FOR REINFORCING SuALL BE 2" EXCEPT WHEN CONCRETE !S TO BE PLACED DIRECTLY AGAINST E4'R7N 'WHERE IT SHALL BE 3" 8. ALL ANCUCR BOLTS SuALL CONFORM WI!TW 45T1111 4-307. 9. SPECIAL iNSPECT!ON OF CONCRETE FCR FOUNDATIONS AND 51 -455 -ON -GRADE IS NOT REQU!RED PER EXCEPTIONS 1 t 3 TO CBC- SECTION 1104.4. CONCRETE BLAB CONSTRUCTION I, CONCRETE SLAB 45 SHOWN ON THE PLANS IS THE MIN!MU I T"ICKNES5 AND REIN=ORGING REQUIRED FOR STABILITY OF STEEL BUILDING AND 15 ADEQUATE FOR NORMAL COMMERCIAL USE INCLUDING PNEUMATIC TiRED VEHICULAR TRAFFIC. IF HEAVY LOADING FRO!'! 57CRED MATERIALS, RACKS, FCRKLIFT5 OR 5 T ATIONARY EQUIPMENT 15 ANTICIPATED, THE ENGINEER 5HOt1LD BE NOTIFIED AND SLAB TWIGKNE55 AND REINFORCING MAY BE ADJUSTED. 2. CRACK CONTROL JOINTiNS 6H40U N MAY BE ALTERED AT THE GON7RACTCR'S OPTION PROVIDED THE JOINTS ARE SPACED AT APPROXIMATELY 15' fNTERV4L5 IN BOTH DIRECTIONS. THE MAXI"!UM SPACING SHALL IN NO CASE EXCEED 20'. 4. CRACK CONTROL JCiNTS MAY'" BE MADE BY EIT�-IER EMBEDD!NG AN APPROVED INSERT 5UCH AS ZiP-STRIP OR KEY -FOLD iN THE CONCRETE OR BY' SAW -CUTTING THE CONCRETE 45 SOON AS PRACTICABLE 4FTER PLACING IF 54W'CUTTING iS TC BE USED, AND NO SPECIAL, DEPTH Cc SAWCUT SHALL BE 1/3 SLAB T HiCKNE55 UNLESS SPECIFICALLY DETAILED OTHERWISE ON PLANS. WHEN 5A!JJCUTTING JOINTS CARE BE EXERCISED SO AS NOT TO CUT HAIRPINS, FRAME TIES OR OTHER STRUCTURAL REINFORCING, 5. UNLESS SPEG!F!ED OTHERWISE, REINFORCING 5HALL BE CONTINuCUS THROUGH THE CRACK-GONTRCL JOINTS. PFMFABRICATED STEEL BWILDiNG PLANS AND CALCULATIONS BY CECO BUILDING SYSTEMS FOR BUILDING NUM5ER 14-15-11!9l, BEARING THE SIGNATURE AND SEAL OF RICHARD STEVENSON, C-38168, WAVE BEEN REVIEWED AND FOUND TC BE COMPATIBLE WITH THE OVERALL DE516iN CF THIS PROJECT R.R. FiNISH NOTES A. PAINT GWB W'TN 2-GCAT6 5.G. ENAMEL J`olB. WAINSCOT TO BE PLASTIC LAMINATE OR 2 -PART EPDXY FINISH U'L-ERE APPROVED BY BUILDING DEPARTMENT C. 5" 545E TO BE SELF -COVE VINYL OR RUBBER . RUBBER BASE TO BE SEALED AT FLOOR. C= WOMENIS D. 5"!CC T H, HARD, NCN455CR5ENT FLCCR FINSH. MAY BE (1 0 SHEET VINYL OR SEALED CONCRETE WITH CERAMIC TILE BASE CR -t4EET VINYL FLCCRiNG WITH 6= -LF COVE BASE. V SWEET VINYL SHALL BE APPROVED BY THE BUILDING DEPT. POWER o EXuAUST FAN VENTEp TOE. i 41 L W'.C.'5 TO HAVE ELONGATED BOWLS AND BE EQUIPPED 0.5. TYPICAL 2 ' WITH OPEN FRCNT SEATS. 4 5'-C" F. ct REST PROVIDE S.GN5 AT DOORS OR ENTRANCE TO R_S 1 ROOM5 . \ CL 45 REQUIRED BY SECTION 2-511 OF TITLE 24. J MEN'S RR - I/d" THICK WHITE TRIANGLE WiTH 12" O EDGES, VERTEX POINTING UP. SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY WITH DOOR, 2) WOMEN'S RR - 12" DIAMETER WH!TE CIRCLE, 1/4". G N SIGN BACKGRO'JNC COLOR TC CONTRAST DISTINCTIVELY WITH DOOR. NOTE: THESE DETAILS ARE FOR DIMENSIONAL REFERENCE WUNISEX RR - 12° DIAMETER WHITE CIRCLE, v4° THICK WITH I/4" THICK WHITE TRIANGLE 5UPERIMP05ED. SIGN I ONLY IN LAYING OUT ROUGH PLUMBING. ACTUAL RR BACKGROUND COLOR TO CONTRAST DISTING7ivELY WiTH CONSTRUCTION SHALL BE BY SEPARATE PERMIT AND DOOR. CONFOR"i WITH ALL APPLICABLE REQUIREMENTS AT THE G. REST ROOMS SHALL NAVE THE INTERNATIONAL TIME OF CONSTRUCTION. SYMBOL OF ACCESSIBILITY N -TAI -LED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. -YMSCL DETAILSHALL BE 6" IN HE!GHT AND MOUNTED 60" ABOVE FLOOR WITH VERBAL DESCRIPTION OF ROOM USAGE N,y (MEN'S RR, WOMEN'S RR, UNISEX SHOWER) BELOW, H. BRAILLE SIGN INDICATING ROOM USE MOUNTED BETWEEN OPTIONAL MIRROR 36" O � Q vl Q1 C RR ELEVATiON 41 GRAB BAR � 2'-O�, I I i cti I-- \Tf=' c!sP. RR ELEVATION 03 r o �� I RR ELEVATION *1 I IN - GWB CEILING - 5.6E. L �. PANED 5.GE. -O O v C RR ELEVATiON 04 GENERAL NOTES I. ENGINEERING DESIGN LOADS RCOF LIVE LOAD: MINIMUMS PER CBC T45' E 1607A.1 WIND LOADING BASED ON: 110 i"iPN/EXPO5URE "C" SEISMIC DESIGN: SITE CATEGORY: D RISK CATEGORY: 11 SEISMIC lriFORTANCE FACTOR: 1.0 55 = 0.592 51 - 0.226 SDI 0.293 5DS 0.523 SDC 5=RS = OSMRF/OSGBF C5 = 0.1504 FRAME / =0.!619 BRACE ANALYSES BY EQU!VALENT LATERAL FORCE METHOD 2. CONSTRUCTION SHALL GONFCRM TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING THE FOLLOWING: 2010 C41-iFORN14 STATE BUILDING CODE, TITLE 24, PART 2 2010 CAL!FCRN!A STATE ELECTRICAL CODETITLE 24, PART 3 2010 CALIFORNIA STATE MECHANICAL CODE, TITLE 24, PART 4 2010 CALIFORNIA STATE PLUMBING CCDE, TITLE 24, PART 5 2010 CALIFORNIA STATE ENERGY CODE, TITLE 24, PART 6 2010 CALIFORNIA STATE FIRE CODE, TITLE 24, PART 9 2010 CALIFORNIA GREEN BUILDING STANDARDS CODE 3. STEEL EUILDING SNALL BE DESIGNED BY OTHERS TO CBC AND M5M4 REQUIREMENTS. MANUFACTURER SHALL PROVIDE SHOP DRAWING -5 AND CALCULATIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. 4. EACH SUBCONTRACTOR SHALL EXAMINE THE PLANS CAREFULLY WiTH RESPECT TO ADJOINING WORK AN"' CONFLICTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE BEGINNING CF WCRK. 5. THE SEAL AND SIGNATURE FOR THESE PLANS APPLIES ONLY TO THE DESIGN ON THE BUILDING CCMPCNENTS AND FEATURES SHOWN AND SPECIFICALLY DETAILED ON THESE PLANS AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER CF RECORD FOR THE ENTIRE PROJECT. SPECIAL INSPECTIONS I. REQUIRED SPECIAL INSPECT!CNS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL IN5PEC T OR PER CHAPTER 11 OF THE 'C5C AND LOCAL BUILDING DEPARTMENT REQUIRE"iENT5. 2. THE SPECIAL INSPECTOR SuALL BE HIRED BY THE OWNER AND APPROVED BY THE ENGINEER. 3, SPECIAL INSPECTOR CERTIFICATIONS SHALL BE SUBM: BITTED TO THE BUILDING DEPARTMENT WITH THE PERMIT APPLIC4T!CN. THE 51=EC!4L INSPECTOR MUST BE APPROVED 157" THE BUILDING DEPART"tENT PRIOR TO BEGINNING CCN5TR'JCTiCN. 4.ALL INSPECTOR'S HANDWRITTEN LOGS SHALL BE AVAILABLE ON THE JOB5ITE FOR REVIEW BY BUILDING DEPARTMENT FIELD INSPECTORS. 5. COPIES CF ALL !N5f'ECTOR REPORTS SHALL BE FILED WITH THE LOC4L BUiLD!NG DEPARTMENT AND CRANDALL ENGINEERING. REFOR75 SHALL BE FILED WEEKLY DURING CONSTRUCTION, REPORTS SHALL NOTE ALL DISG!REP4NCIE5 WHETHER CORRECTED OR NOT. 6, UPON CC'*' PL ETION OF THE PROJECT, THE INSPECTOR SNALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION UJ45, TO THE BEST OF THE INSP'ECTOR'S KNOWLEDGE, PERFORMED IN CONFORM4NCE TO THE APPROVED PLANS AND SPECIFICATIONS AND THE 4PPLiC4BLE WCRKMANSHIP PROv!5ICN5 OF TuE CBC AND/OR ICC REPORT. 'S_ SPECIAL INS=ECTION 15 REQUIRED FOR THE FOLLOWING ITEMS AND PROCEDURES AS NOTED. NIGH STiREWSTN 50LTNGx A. ALL HIGH STRENGTH 50'75 ARE TO BE INSTALLED USING "TURN OF THE NUTi' METHOD SPECIFIED NN THE 13TH EDI? CN C= THE 4150 S:EEC.F GA; , ION FOR 5RUCTURAL JO NTS USiNG AST 1 A325 OR 44_a 0 BOLTS", PERIODIC MCNITCR!NG OF BOLT TIGHTENING 15 ACCEPTABLE WHEN USiNG "TURN CF THE NUT" METHOD. B. INSPECTOR 51-44LL VERIFY THAT ALL BOLTS AND W'45HERS CONFORM W!TH THE REQ'J!RED SPECIFICATION. C. IN-PECTCR 5HALL VERIFY THAT THE MEMBERS TO BE CONNECTED ARE PROPERLY ALIGNED PRiOR TO TIGHTENING. D. TESTER SHALL OBSERVE THE CALIBRATION PROCEDURES WHEN REQUIRED BY THE ASTM SPEGiFfCAT(ON (4325 OR AdgO) AND MONITOR TUE INSTALLATION OF 51OLT5 TO DETER'IINE THAT ALL PLIES OF CONNECTED MATERIAL NAVE BEEN DRAWN TCGETHER. CONC RETE A, INSPECTOR SHALL PE RLODfCALL`T' INSPECT REINFORCING IN EXCAVATIONS AND FORMS PRiOR TO PLACEMENT OF CONCRETE. INSPECTOR SHALL VERIFY BAR SIZE, NUMBER, PLACEMENT AND GRADE FOR CGNFCRMANCE WITH APPROVED PL.AN5. B. INSPECTOR SHALL VERIFY THE USE OF THE REQUIRED DESIGN MIX. C. IN5PECTCR PERIODICALLY OBSERVE PLACING OF CONCRETE AND MAINTAIN A PLACING RECORD INCLUDING DATE, TIME AND PCRTICNS OF CONSTRUCTION PLACED, D. INSPECTOR 5HALL MONITOR TAKING OF TEST SPECIMENS FOR STRENGTH TESTS, PERFCR^'f SLUMP AND DETEF;Z 11NE THE TEMPERATURE OF THE CONCRETE. 5AMPLE5 FOR STRENGTH TESTS SHALL BE TAKEN A5 REQUIRED BY AGi 318: 5.ro. MT5 EM5EDDED iN C40NCr,!7M A. ANCHOR ROD, ANCHOR 5OLT5 OR OTHER ITEM5 EMBEDDED IN CONCRETE SPECIFICALLY NOTED TO REQUIRE SPECIAL INSPECTION SHALL RECEIVE SPECIAL INSPECTION PER THIS SECTION. B. IN5"EGTOR SHALL VERIFY GRADE OF STEEL AND SIZE OF EMBEDDED ITEMS. INSPECTOR SHALL VERIFY SiZE AND LCCATiON OF ALL REINFORCING WITHIN THE VICINITY OF TINE EMBEDDED ITEMS. iNSF'EGTOR SHALL ALSO VERIFY THAT E11SEDDED ITE''! AND REINFORCING ARE SECURELY" HE_D IN PLACE PRIOR TC PLACING OF CONCRETE. G. INSPECTOR SuALL OBSERVE PLACEMENT Cl- CONCRETE AND VERIFY PROPER CON50L!DAT!OiN OF CONCRETE AROUND EMBEDDED ITEMS AND ADJACENT RFINFORG!N1G, ANC44C" SET M HARDENED CONCRETE A. STEEL ANCHORS SET IN HARDENED CCNGRE7E -HALL RECEIVE SPECIAL INSPECTION PER T45 SECTION. B. INSPECTOR 5HALL V_R'FT' 51ZE AND GRADE OF ANCHOR OR ANCHOR ROD, ROD M4TERfAL, TYPE OF EPDXY ADHESIVE, AND SIZE OF DRILL BIT USED FOR BORING HOLE IN CONCRETE. C. INS=EGTCR SHALL VER!FY PROPER DRILLING AND CLEANING OF HOLE, MIXING O= 4DHE5IVE AND INSERTION OF ROD. D. IN -===OR SHALL AL50 NOTE 4MB!ENT TEMPERATURE FOR CON=CR" 4NGE WITH REGUIREMENT5 LISTING WHERE APPLICABLE. STUCCO NOTES I. STUCCO (EXTERIOR LATH AND PLASTER) SuALL BE APPLIED IN ACCORDANCE WiTH SECTION 2508 OF THE CBC. AF^PLiCATiON SHALL BE IN THREE COAT5 OvER METAL LATH OR WIRE FABRIC AND TWO COATS WWEN APPLIED TO MASONR'Y' CR CONCRETE. TOTAL TH'CKNES5 -WALL NOT BE LESS THAN 1/8". 2. WHERE STUD WALL JOINS TO A SLAB AT GRADE, STUCCO SHALL BE 4"PLIED TO COVER, BUT NOT EXTEND BELOW LATH AND PAPER. PROVIDE FLA -NINE CR WEEP SCREED AT SUCH JOINTS. SOiL NOTES I. FOUNDATION DESIGN 15 BASED ON "SOILS INVESTIGATION FCR PROPOSED CCMMERCiAL SHELL BUiLDiNGS FOR RiCK GUDGEL - ENTLER AVE, G"ICC", DATED 22/!5/!5 Y CRANDALL ENGINEERING. 2. FOUNDATION DESIGN PARAMETERS ARE: SOIL BEARING CAPACITY: 1500 PSP: LATERAL BEARING: 150 PCF COEFFICIENT OF FR!CTICN: 0.25 3. THE PROPOSED BUILDING SITE 15 LEVEL AND EXCAVATION WILL BE Ll,'1ITED TO STRIPPING THE SITE OF ALL L005E MATERIAL VEGETATION AND L005E SURFACE SOILS. FILL FOR SUPPORT CF BUILDING SLAB AND ANY MINOR FILLS REQUIRED TO REPLACE OVEREXG4VATiCN REQUIRED AT SOFT SPOTS 15 TO CONSIST OF CLEAN GRAVEL. 4. IF SOIL CONDITIONS ARE ENCCUNTERED DURING CONSTRUCTION THAT D'FFER FROM THOSE DESCRIBED iN THE REPORT, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY AND MEASURES TAKEN AS DIRECTED. LIGHT GAUGE STEEL FRAMING I. ALL LiGHT GAUGE STEEL STUDS, JOISTS AND TRACK SHALL BE GALVANIZED OR PAINTED SHAPES MADE FROM STEEL CON=CRMiNG TO ASTM 4448. GRADE 4 WITH A MINIMUM YIELD POiNT OF 33,000 F-51. SHAPES AND SiZES NOTED ON TWESE PLANS ARE STANDARD SHA1=E5 AS LISTED IN THE STEEL STUD MANUFACTURER'S 455OCIAT!ON CATALOG AND LG8.0. ER NO. 4gd3P. DESIGNATED MEMBER SIZES ARE STANDARD M.5^l.A. DESIGNATION. 2. ALL HAT, CHANNEL AND SUB -GIRT SECTIONS -HALL BE GALVANIZED SHAPES MADE FROM STEEL CON=OR"1!NG TO ASTM 4d45 GRADE A WiTH A P'lIN!MUM YiELD POINT OF 40,000 PSI A5 MANUFACTURED BY BNP STEEL BUILDING PRODUCTS, 3, ALL STUD W14LLS SuALL HAVE CONT!NUC'J5 TOP AND 50-1701", TRACKS GF THICK - NE55 MATCHING STUDS UNLESS NOTED OTHERWISE. TOP TRACKS SHALL BE SPLICED Wi T 4 14" SECTIONS CF IDENTICAL P14TER14L INVERTED AND LAPPED I" ON EACH SECTION AND ATTACHED WITH A MINIMUM OF 3 -WO X i" SCREWS THROUGH EACH FLANGE OF EACH PIECE OR 45 SHOWN ON THE PLANS. 4. ALL BOTTC''' TRACK 5HALL BE ATTACHED TO CONCRETE 5UB5TRJCTJRE WIT" 0.14"c X 1 1/2" 5N0T PIN5 AT 24" O.C. UNLESS NOTED OTHERW!5E. 5. CONNECTIONS CF LIGUT GAUGE STEEL FRAMING 5H4LL BE 4CGCMPLI5HED BY i'lEAN5 0= SELF -DRILLING TEK SCREWS OF THE 5!ZE INDICATED ON THE PLANS. WHERE CONNECTION 15 NOT 5PEC!F!C4LLY SHOWN, IT SHALL BE MADE 45 NOTED BELCW OR PER THE STANDARD DETAIL 5 SHOWN iN THE STEEL FRA"IiNG i'"ANUGACTURER'S SPECIFICATIONS AND 4PPRCPR!ATE ICC REPCRT, STUD TC TRACK:: I - •10 SCREW EACH FLANGE JOIST TO TR4CK: 2 - •i0 SCREWS TO WALL TOP TRACK (I THROUGH CLOSURE TRACK) AND I SCREW TO TCP FLANGE OF CLOSURE TRACK BRIDGING TO JOISTS: I - cO SCREW AT EACH -4 GROSSING BRACING TO STUDS 1 - 010 SCREW AT EACH CRO55!NG 6. SCREW LENGTH SHALL BE ADEQUATE TO PENETRATE ALL REQUIRED GCi"lPONENT5 AND PROVIDE AT LEAST 1/4" PROJECTION Or: THE THREADED PORTION BEYOND✓ THE LAST CO!" iPONEN7, '1. SCREW THREADS FOR EACH SIZE SCREW SHALL BE AS FOLLO'w5 UNLESS SPECIFICALLY NCTED OTHERWISE: 08 SCREWS -18 THREADS PER INCH 00 SCREWS - 15 THREADS PER INCH 0I2 0I4 t 1/4 SCREWS - 14 THREADS PER INCH S. -CREWS FCR FASTENING STEEL TO STEEL SNALL BE STANDARD HEXAGONAL HEAD SCREW'S UNLESS HEADS MAY INTERFERE WITH INSTALLATION OF FINISH SURFACING WHERE PAN -HEADED SCREWS MAY BE USED. SGREUJS USED TO FASTEN PLYWOOD 5H4LL BE W4FER HEAD SCREWS. 9. MINIM'u!-1 5CRE'WI-P4G!NG AND EDGE DISTANCE SHALL BE A5 FOLLOWS: "F3 - 1/2" MINIMUM "10 3 •!2 - 3/d" MINIMUM "',4 d 1/4 _ 1" 1,!V'IXI IC. WHERE SHEET METALS OF DIFFERENT THICKNESS ARE TO BE FASTENED, SCREWS SHALL BE DRVEN SO THAT THE THINNER METAL 15 FIRST PENETRATED, II, SHEET METAL SHEATHING FOR DESIGNATED SHEAR PANELS SHALL BE MADE PRO"! STEEL GONFCRM!NG TO ASTM 4448. GRADE A WITH A YIELD POINT OF 33,C00 Pel. SHEETS OF HIGHER YIELD OR GREATER THICKNESS SHALL NOT BE SUBSTD ITUTE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. CECO ROOFING, SIDING AND SOFFIT PANELS: 1. STEEL SIDING, CANOPY a 50'=F!T PANELS SHALL BE A5 SUPPLIED E5Y CEGO WITH F4GTCRY A==1-fED FIN15H IN COLOR 45 NOTED ON ELEVATIONS. ROOFING 5HALL BE CECC 'LOGKSEAM`, CONGEALED -FASTENER PANELS WITH G4LV41-U"4E FINISH. 2. SIDING: I SC=FIT PANELS SHALL BE FASTENED TO SUPPORTING MEMBERS 45 NOTED BY CECO. WHERE SUPPORT!NG MEMBERS ARE FIELD INSTALLED, "!2 GA5KETED SCREW5 SHALL FE USED 45 FOLLOWS; 5CREJ)5 6" C.G. AT PANEL ENDS SCREW'S 12" O.C. AT PANEL INTEiR""'EDIATE SUFPCRT9 SGREUJ5 4T 3C" 0.C -ALONG PANEL SIDE LAPS. 3. "L0CKSE4M" ROOFING AND CANOPY PANELS SHALL BE F45TENED TO 6UF=7OR71NG McMBERS WITH CLIPS 45 NOTED BY CECO. �. EXPOSED FLASHING SNALL BE CECO STANDARD FREFINfeHED STEEL PAR75 OR GUS T OM MAGE FROM CECC ROLL -STOCK COLORED TO MATCH JOINED M4TERIAL5. - 5. CONTRACTOR 6t --:ALL BE RE5PCN51BLE FOR INSTALLING ,ALL FL45HING, CLOSURE STRIPS AND OTHER M4TERIAL5 45 REQU!RED FOR WEATHER -TIGHT GONSTRUCTION. BUILDING DATA - 2010 CSC OCCUPANCY GROUP: SHELL BUILDING INTENDED FOR USE AS THE ANY OF THE FOLLOWING OCCUPANCIES: B, M, Fi, F2, 51, 52 TYPE OF CONSTRUCTION: 115 (NO SPIRiNtGLERS) LOCATION ON PFZOPERTY: NORTH: 85'1 TO EXISTING BUILDING (20' TO ASSUMED PL) EAST: 'TO' TO EXISTIWa BUILDING (20' TO ASSUMED PL) SOUTH: 60' TO PL WEST- 12'1 TO EXISTING BUiLDNG (20' TO ASSUMED PL) FLOOR AREA: PROPOSED: 18,333 SQ- FT. ALLOWABLE AREA: 12,000 50. FT. FOR B, M, 81 t FI 13,000 SGT. FT. FOR F2 t 52 INCREASE FOR SETBACK 4 -SIDES: 15% MAXIMUM AREA, TO BE DETER"iINED AS PART OF FUTURE PERMITS 14E IGNT- PROPOSED 1'1' MEAN ROOT=, 22.-2' MAX ALLOWABLE HEIGHT . 55' NUMBER OF STORIES: F I OPOSED : SINGLE STORY (WITH EXISTiW--s MEZZANINE) ALLOWABLE : TWO STORY FOR PLANNED OCCUPANCIES OCCUPANT LOAD: NOT DETERMINED EXiTS: RECUiR.ED: NOT DETERMINED PROPOSED: 16 EXITS A SE -P A TE PERM i `1- 1=R01'"'i eUTTEE COUNTY WiLL. of -:3E REOUIRED FOR iii FROVEMENTS AND OCCUPANCY OFF ALL SPACES. CONCRETE NOTES I. CONCRETE SNALL BE 4 COMMERCI4LLY AVAILABLE TRANSIT- M4x PROPERLY PRCPCRTIONED AND DELIVERED TO TUE 517E IN READY -MIX 7R1"'CK5. AGGREGATE S':ZE SNALL BE A MAXIM„M C- 1-1/2" IN FOUNDATICN5 AND 3/4" AT ALL CT -=R LOCATIONS. SLUMP SuALL NOT EXCEED d". CURING COMPOUND 644LL BE SPRAYED 1M i � C "C F R'` i. .M T F ALL Ac IA Y A C R �NA� r "'� !N ON LLSU ES �D EL � � CwtL G. 2. ALL GEMENT SuALL CONFORM TO 45TM STANDARD C-150, ALL AGGREGATES SNALL CONFORM TO A5TM STANDARD C-33. 3 CONCRETE USED FOR FOUNDA7!ON5 AND 6L455 ON GRADE SNALL WAVE A M'NIM'JM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. AND SuALL NOT CONTAIN LE55 TWAIN 5 SACKS OF GEMENT PER CUBIC YARD. 4. ALL RCIN EINFORG BARS SWALL BE GRADE 40 (FY --40,00C F59 EXCEPWH T ERE NOTED OTHERWISE. REINFORCING 54ALL CONFOR^1 TO AST"' STANDARD 4-6'5 EXCEPT WuERE WELDING OF REB4R 15 1RFOUIRED WuERE REINFCRCiNG GCNFO;zI!NG TO 457-1 4106 SWAL L BE USED. 5. F INFCRCING MAY BE WELDED ONLY 45 54OUN ON 7WE5- F -ANS. TACK WELDING TO HOLD FOR ALIGNMENT SPALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGNE=R. FREHEAT ALL ' i AND LARGER BAR PER AWS D!4 J2 PRE1,4EAT NOT REQUIRED FOR BAR SIZES % AND SMALLER. 6. FENFORCING SNALL BE LAID OUT r0 MIN'"'IZE TuE NUMBER OF SPLICES. SPLICES iN CCNTINUO'J5 fRVNIFORCEMENT FOR BAR SIZES '3 TWROUGI-I "8, SWALL LAP 45 NOTED ON TWE FLAN5 CR 45 FOLLOW'5: CsRADE 40 REINFORCING BARS: MINIMUM CF 32 B4R DAME , ER5. GRADE 60 RE!NFCRCING 54R5. MINIMUM OF 48 BAR DIAMETERS. WIRE MESH: 12" OR 2 LU!R= 5F4CES, WWfGuEVER 15 e- BEATER. WWER.Z ALL BARS INA MAT CR SECTION OF A EEAM ARE 5FLICED AT 7NE LOCATION OR MORE THAN 12" OF FRE=SH CONCRETE 15 TO BE PLACED BELOW THE BAR5, THE AEOVE DISTANCES 5H4LL BE NCREASED AN 4DDiTICNAL 30.. SPLICES iN PAR5 LARGER THAN' 6H4LL BE ONL?- 45 SWOLIN ON TRE PLANS. i. UNLESS 5u0WN GTWERWISE, T NE MN!M'JM CONCRETE COVER FOR REINFORCING SuALL BE 2" EXCEPT WHEN CONCRETE !S TO BE PLACED DIRECTLY AGAINST E4'R7N 'WHERE IT SHALL BE 3" 8. ALL ANCUCR BOLTS SuALL CONFORM WI!TW 45T1111 4-307. 9. SPECIAL iNSPECT!ON OF CONCRETE FCR FOUNDATIONS AND 51 -455 -ON -GRADE IS NOT REQU!RED PER EXCEPTIONS 1 t 3 TO CBC- SECTION 1104.4. CONCRETE BLAB CONSTRUCTION I, CONCRETE SLAB 45 SHOWN ON THE PLANS IS THE MIN!MU I T"ICKNES5 AND REIN=ORGING REQUIRED FOR STABILITY OF STEEL BUILDING AND 15 ADEQUATE FOR NORMAL COMMERCIAL USE INCLUDING PNEUMATIC TiRED VEHICULAR TRAFFIC. IF HEAVY LOADING FRO!'! 57CRED MATERIALS, RACKS, FCRKLIFT5 OR 5 T ATIONARY EQUIPMENT 15 ANTICIPATED, THE ENGINEER 5HOt1LD BE NOTIFIED AND SLAB TWIGKNE55 AND REINFORCING MAY BE ADJUSTED. 2. CRACK CONTROL JOINTiNS 6H40U N MAY BE ALTERED AT THE GON7RACTCR'S OPTION PROVIDED THE JOINTS ARE SPACED AT APPROXIMATELY 15' fNTERV4L5 IN BOTH DIRECTIONS. THE MAXI"!UM SPACING SHALL IN NO CASE EXCEED 20'. 4. CRACK CONTROL JCiNTS MAY'" BE MADE BY EIT�-IER EMBEDD!NG AN APPROVED INSERT 5UCH AS ZiP-STRIP OR KEY -FOLD iN THE CONCRETE OR BY' SAW -CUTTING THE CONCRETE 45 SOON AS PRACTICABLE 4FTER PLACING IF 54W'CUTTING iS TC BE USED, AND NO SPECIAL, DEPTH Cc SAWCUT SHALL BE 1/3 SLAB T HiCKNE55 UNLESS SPECIFICALLY DETAILED OTHERWISE ON PLANS. WHEN 5A!JJCUTTING JOINTS CARE BE EXERCISED SO AS NOT TO CUT HAIRPINS, FRAME TIES OR OTHER STRUCTURAL REINFORCING, 5. UNLESS SPEG!F!ED OTHERWISE, REINFORCING 5HALL BE CONTINuCUS THROUGH THE CRACK-GONTRCL JOINTS. PFMFABRICATED STEEL BWILDiNG PLANS AND CALCULATIONS BY CECO BUILDING SYSTEMS FOR BUILDING NUM5ER 14-15-11!9l, BEARING THE SIGNATURE AND SEAL OF RICHARD STEVENSON, C-38168, WAVE BEEN REVIEWED AND FOUND TC BE COMPATIBLE WITH THE OVERALL DE516iN CF THIS PROJECT STUCCO ON WWL OVER LIGi4TGAUGE STEEL FRAMING. COLOR TO MATCH CECO 'LIGNTSTGNE' LIGI-ITGAUGE 5; EEL BUILT-UP CORNICE I CECO "LOCKSEAM" STEEL KA5C!4 PANELS. COLOR 'FERN GREEN' NOPTH / 6OUTH ELEVATION6 CECO "LOCK5E4M" STUCCO ON WlL'L OVER LIGuTGAUGE STEEL FASCIA P4NEL5. STEEL FRAP'1'NG. COLOR TC MATC;W COLOR 'FERN GREEN' / CECO 'LIGuTSTCNE' f ' 0 iii Ij GL A55 t ALUMINUM S T GREFRCNT CECO AvP FRE�INISNED ASSE "L` . ALL GLAZING TC E. STEEL SIDfNG COLOR 54FE7Y GLAZING f TO 5E 'LIG-N757ONE' WE6T ELEVATION CICO "LCGKSEAM" STEEL FASCIA PANELS. CC -CR 'FERN GREEN' _I 0 _ i - O �I O 91 �n l i STUCCO ON WLUL OVER LIG�TGAUGE STEEL FRAMING. COLOR TO 1-1ATC" CECO LIG1-1715TONE BAST ELEVATION IIjl I!illl!�' II' I � - ELECTRIC SERVICE ENTRANCE A METER PANEL CECO "LOCKSEAM" STEEL F45CIA PANELS. COLOR 'FERN GREEN' CECC "LOCK5E4^1" � S T EEL FASCIA PANELS. COLOR 'FERN GREEN' , I c ,r a ti+ G� n -� CECO AVP PFREF!NISt�ED GLA5 ALU ..NL , 5'OR_ R.,N'1 STEEL SIDING. COLCR A55E'"1EL'I'. ALL GLAZING TO EE TO BE STONE' SAF -'Y GLAZING NOTE: ALL EXTERIOR COLORS TO MATCH EXISTING MILDING IN DEVELOPMENT ON WWL I GLA55 t ALUT IINUr" STGR� .CNr A65EI't LY. ALL GLA- NG TO 5E 54FETY GLAZING 24'-0" 5T_OREFRONT 24'-10"t CANOPY (Co" WALL FRAMING) 12" FRAMING -- - — -- DETAIL7ZAP � (ECO 'LCCKSEAM' 5T4NDING SEAM STEEL RCOFING W'TN G,4Lv4LU1',1E FI1-415 ,1 '.'I t� r'w""'tl 3} • f i GLASS i ALU'"'INUM STOREFRONT] ASSEMEL*,', ALL GLAZING TO BE SAFETY GLAZING CECO 'LOCKSEAM' STANDING SEAM STEEL ROC=!NG WITH G4,LV4LUh'1E F!N(SN ; , r 1 i 1! 1 1 1 1 1 i I iNu i' I CECO AvP PR�FIN!5*1ED ' S T EEL SIDING. coLoR TO 6E 'L.IG�+TSTCNE' I/4" IN 12" i \ 4" VINYL-EACKED FIBERGL455 RCCF STEEL FRAME B'l' CECO IN5ULATICN (R13) BUILDING SYSTEMS 10" Z -PURLINS 1& O.G. BY CEGO CCN5TR'JCTION SYMi• fETRICAL ABOUT %TOTE: CENTERLINE VINYL INSULA*ION BACKING SHALL NAVE A FLAME 5PREAD INDEX C= 25 OR LESS AND 5' -!OKE DEN5I77Y NOT TO EXCEED 450 WHEN TESTED PER CBC STANDARD 8-I. INTERIOR / CECO "L0GK5EA*1" CUTTER BY STEEL ROOFING. CECO l GALVALUME FINISW \ / STEEL FRAME BY CECO / BUILDING S*'57EM5 6" FIBERGLASS (R!9 INSULATION TYPICAL IN FRAMED WALLS 6GCT15G-54 BOTTOM TRACK W! 318"X3" 4" CCNCRETE SLAB TITEN-ND CONCRETE W171 -I 6161;0110 WWM ANCNOR5 " 32" O.C. '•k-� Vis" . 'rs-1 c_ �-5. 1...11. `}trrfi� ..1. 'lk'-. SS. :5.> •4f: t !-J 1 of t{ ^1C„. �.. wt ,.. n �. - , .:' ,..7. .' .. ., r•,t.-1..,. .rr ,.-.. : .. .. r1, 'T_.t 3{ 1$.. f'.f: �f, :K...K. T. 777, F -.y %_::�..._.__..-_��:.---r..--�..:..:: _....u.-:1.:-_1-:-:-:..�,---�...,...�--..t1a...a.-x..u._,-..... .>..,...>_.�i:.:.. t.'. J.1a--s���.---`.== `'�f'+�--".:.Z�_.. 1..._'-''i'�-•--�--...::.-'Y...-..:.--.:.�.-,hC- '" ::/-2x.t1 -... .>_f':<._ --r , + I - f I,.---tlr---I,:--,I, I I f --'+I• --, i__ 1._..-, f + '---i!- '!-',; - ,I I - I• - - I -t - - i - I,, :� -:1 - . + �I--- i,-_. �'__:iI-.I ;;,:- - "•---!I --- 1�_; 1_' ,!_ + ;I ! ,,. + -- •1- -: I: 6ECT I O` ' OVER =. SAND'! 6 MIL r_,R4v EN - .�.�-•M - VER " GLEAN GRAVEL STEEL FRAME BY CECC BUILDING SYSTEM5 4" vIN7'L-54CKED FIBERGLASS ROOF INSULATION (R!3) 10" Z -PURLINS B`" CEGO I CONS T RJGTION ABOUT I CENTER -INE I 4'' CONCRETE S_AB Wt . 6/6!10/!0 UJ11I.^" CECO EAvE STRUT I �! I I GEGO G!R=_ I i v! CECO GIRT f O CECO GIRT No CECO AVP PREFINISNED i _ STEEL 51Df"* , CECO GIRT I _ 1 r-� O O N - OI cp w +Y. ON WWL j 600516 2-54 STUDS �9I e 24" O.C. (TYPICAL) O - SLOPE --� FF - - i` 1. CECO "LOGKSEAM" GCNT!N'JCUS GUTTER W/ ! 5 CEL RCOF!NG. DOWNSPOJ T 5 C 3C'' O.G. GALVALUME FINI5l-4 t/4" IN 12" OY -- — CECO G!R� STEEL FRAME BY_ -- BUILDING SY671EM5 3" v!N`'L-BACKED FIBERGLASS WALL INSULATION (,RTO) s I �! I I GEGO G!R=_ I i v! f O CECO GIRT No CECO AVP PREFINISNED i _ STEEL 51Df"* , I _ 1 r-� -- --SLOPE -_.-�„r•T,,,t'.�.�. �-.,t �-...r+-�.u,. •..-�...�--.r-r.r�«..'�;? .. .. +--. -.r....::' �..+.W-=d._...+--_:,- ar: �.--.�.�•+T'd,.r;.�+..e.,.. r� r • i 6 s- ,. • >.4 .3 f �,,. _.._.�,-..._•_.«.': -�.. __...�.�.__._--...__�..,_� .,.-_ -,.� ,.:_.�_.._..l�.c� _..-.. _ ....:_,.1--•,�Y+;.�.trt.n.-..a.,��'�.lt-�-c.�.r Y,- .r.c �^.y 1..,.xl.>_.,t Lr_..�. __.jE`_s�t.-c...£_z�.. --.L.c�..:;?�.-�,x-:;.-._._.a. ';..,�,,.�:.; I_ - t , 1' - � - 1- -- I , + - - 1 - - -! ' t _ i f - r - -.. 1 If I ,, ' '' ,. --f- ,. .I ' t :+I �I_.i .._._' _- 1 _II' I , I , i .!( -I II I I I} f. ! { ' { - `I II - I ! -i• !:. I. II �I, 1 + _!:. I,, _._I: �-_It'..— f1 :�- -'-•.1 .I .-� __�:�,•..__f-,�,. �L-- i I:, I I.,---11! -_._ I -++-.-•-1f -- �.. _1,1_. .iil.__ I L—. _. 1»,;''_I - SECTION C SAND/ C, M'L V E �JL2 vER 4" GLEA CN GRAVEL L11411911-011 i cGNTINuoJ-- G'J7T�R W! STEEL FRAME BY CECO EUILD!NG SYSTEMS I 4" VINYL-54GKED FIBERGLASS ROOF INSULATION 1813) 'O" Z -PURLINS s G0N5TRUGT ION ABC'UT CENTERLINE 1 4" CONCRE T E 5LAB WITH Uld-I r. ,. . .. .. ._ .. ..., 4e ,. F..,. ,. .: .... ...,� ,:�. ., ...-. ,-.1 rf., ••+ Rin I1 1 ir�l I i':r .L� i : •' 11- f i _.� 1 i.^"-��- I ! SECTION G 1/4"•1'-O" CECO "L0CK5E4M" STEEL ROOFING, GALVALUME FIN154 1/4" +N !2' DOWNSPOUTS '� 30'. O.C. I 3 Lj ,� � �• ! GECO G;RT — — I -\ I I CITE-JJILT O � GANO`=Y �5 FIE:ERGL�.., INSULATION (RIO) � � j ! "' CECO GIRT � I 26 GG PREF'IN!SNED t STEEL FRAME ET- CECC/ STEEL SOFFIT PANELS (J� BUILDING 5Y5TEM5 JI Q� AL s GL STCR✓FRONt ' ( IT' SLO=E J1 � GLOVE a �-f{. r.. .;.. A,:, n •�y. .:..�r�it-�. -•n -� .'..,i on. a>r•'u n rs -fr.. ' n rrt t. ri .t':fToi>^t•.,-r .i,`•'�.: -.' ' - I:.._.I � -___, , ;.-. . , _, .. , I : ..-I I : . ! , I , : • I . , I-._ .., i ,.._._, 1 1 L�.I ..__ , . I--__' i ,. ., + I I - I .. a _ •I IL ., _ I._ i f;l ,,- 1=11;— -I I _� ,..-_,, —111--±1 r I _! —::I -•,+,___ -I!. _:I __'I- it" ! �1_. f1 _ I - -.. ' 2" SAND/ 6 MIL V5C'JEEN OVER 4" CLEAN GRAVEL SIS CECO "LOCKSEA!"I" STEEL ROOFING. GALVALUME FIN!5N 4" VINYL -BACKED F!BERGL455 ROOF INSULATION (R!9) ENDW4LL ROOF / BEAM BY CECO GIRT B`" CEGO X Q O �I 6" FIBERGLASS (RI9 Q' iii INSULATfON TYPICAL IN--'> {y FRAMED W4,LL5 _ 12005162 -54 —; -STUCCO I STUDS 24" O.C. ON WWL I O; - 7 12 T+ ! •r T C I - , I �N-N;a coI�cR_rE ! ANcucRs • 32 ° o.c. K I 4" CONCRETE 51_4S 3 WITH 6/6/;0/10 WW`tt� 6; -G -E --i 2" SAND OVER 6 r'iL V'SG'UEEN OVER 4"± GRAVEL SIS SECTION D 1/4"•I' -O" GEGO "LOGK1-EA`1" STEEL ROOFING-. GALVALUME F!NISW-�- I I 4" VINYL -BACKED FIBERGLASS ROCS I 1N51JL4TiCN (RIS) PURL !NS BY CECO \ - os3 —> - - + - — ----ti L!GNTGAUGE STEEL � ENDWAL L�OF -� � � /FRAMED 'TRUSS 4'- 0 - " O.C. GIRT B~" CECO I CECO "LOCKSE4M" 12X3.56 2 j I 24 GA PRE=1N!5:4ED ST t4C053EEL F140053100-118!� PANELS I � "EADER EA SIDEtj U. GR-. _ ,, CE CG !c X3�•G12 1 _ j 6C052CC-54 - —� STUDS g 24" O.C. 600T150-54 - ! I BCTTCM TRACK cj! v1)I - j GL t AL STC�E�RCNT— ASSEMEL`` �t — i I I - I I i o ! trl I i l i wl I I I � \\ 26 CA =R F ' 'IC, D �I j STEEI SCI=" T F4NEL5 GEC -13' FaR j cj?CcL cIDINCs I 1 aJ ! SECTION ,"y It I 6� .4 2 12" GIRT BY CECO \ \ �I i 2-"2 AT l / EACW STUD 14005300-i!8Li /,�• !-!EADER EA SIDE � 4, •� � `� 562513 _ 33 /70 12" GIRT \ i • " BY CEC- C '�' �fDING 3Y CECO 600T25CC) -5a. SPLICE PER I� 3 X Eo I NOTE: CANCPY 15 DESIGNED TO SUFPOR T SIGN W'EIGWING NCT MORE THAT 25 L55 PRE LINEAL FOOT 20 GA MCELROY 'MAC GIRT' SUEPURLIN5 m LOCATIONS SHOWN (TOTAL 8). SEE FOR CONNECTION TO FRAME \� GEGO "LOGKSEAM" 24 GA PREFIN!SWED 57EEL F45CI4 \ PANELS 4-",2� • - 4 - 012 r 1 4-"12 !� ! 6005'3 i-33 I M i i4, r i 2C GA PREF!NISWED 2(o GA PREF!NI5WED BOX 5!'-L TRIM 5TEEL 6C==1 71 PANELS EQ I 3 DETAIL ' GUTTER BY l `'-CECO EAVE STRUT eY CECO ��i51DING BY GECO Z-G'RT BY C.ECO \ i! i 3625150-54 5 _ •',2 TRACK WITH "'.2 tv I E" 6" O.G. �n 612005162-54 m HEADER EA SIDE N Cr- STUD WALL �9 I 3� 2-•2 AT E ACW STJD i 0 v 12005162-54 STUDS 6005200-54 STUDS 6 24" O.C. i_ c 24" O.G. I I 2 STUD TOTAL CANCPY MEMSER QCs I"it7t5CR EL5EW�4ERE AC GIRT" 14005300-118 DEADER EA SIDE «� i^ 6COT250-54 :y- HEADER TRACK � SPLICE PER - CUT FLANG=S AND O BEND WEADER TRACK AS c. -L40 OPENING FOR %--12" STUDS / 2-"t2 EACH SIDE STOREFRONT \2 _FULL NEIG4T 6005200-54 1 3/8" 4" 5 3/8" OPENtNG AS 5W0W"�l CANOPY NOTE: IEU E Y AT I ONLop> GANC=Y 15 DESIGNED TO SUPPORT _ NT5 SIGN WEIGWING NOT MORE TWAT 25 LBS PRE LINEAL FOOT H 6005200-54 STUDS s 24" O G C'7'F=IC41 ) 20 GA MCELROY 'MAC GIRT' 5JBPURLINS s LCGATION5 5WOWN (TOTAL 8). SEE FOR CONNECTION TO FRAME CECC "LCGKSEAM" �-��- 24 GA ARE=IN!5NED 5 -EEL F45CIA 1 1 1/ 4 - "t2 j PANELS z eY -GIRT I / 3625'50-54 J; 3 4 _«.2 ;' TRACK WITW 0'2 �•� �62g13�'1 cv i ctl SOOT150-54 crl \ ! 4, •12 l � 4 - ",2 O � \ \y I SETBACK 6005131-33 i �!2 12" C.C. ~� EACH SIDELl •- I • .{ l� - - - ----- O n 8" C-GIRTS SMPSON L30 LIP \20 GA PREFINISWED BY CECO i W/ 4 - "!C 5CREW5 i BOX SILL TRIM 26 GA PRgF!N SWED SIDING BY CEGO Eo -- --- �i DETAIL � 3/4".I' -O" 3 STEEL 5CFI IT j=4NELe ! 2-".2 C5X12XO.18 GIRT BTr' CECC /! /• GANOFY i ;'j / � FRAMING / 012 5cREUJ5 SPACED A5 5WOlUN 511­,PSCN T518 TO- I BOTTOM AT CANOPY SUPPORT STUDS, 4.-C" C.C. i 30' MIN 60' MAX � 2 - •12 DETAIL 7r= NTS OF TRACK TO MATO+I STUDS "8 SCREW AT EAGW •. I `��- S!DE OF TRACK TO TRIM FOR TIGWT F!T AT 5=LICE ' . �� i EACW STUD (T�"PfGAL) •,i \ X12" INVERTED TOP TRACK SECTION Wi7W 12 - "3 5CREW5 If i � j 1 Nr I I TYPICAL STUDS �\ A5 NOTED ON WALL PLAN I DETAIL � NTS E FRAMING_ BY CECO CANOPY MEMBER 4 3/3" 3-"12 EA5TUDTO GABLE ANGLE STUDS c 24" C.C. 3625!31-54 STUDS c 24" C.G. 4 - "12 EACµ STUD TOTAL ICF S AT END �'I I -END OF uDR 2 -FULL NEIGH 6005200-54 STUD EA END 14COS300- II8 WE,4DER EA 5!DE 0\2 - "!2 TYPICAL I I / EACH STUD i u- 6CCt250-54 u- WEADERTRACK O 5PL10E PERF _ CUT FLANGES AND O;' BEND DEADER 3 M TRACK 45 SL_+CWN OPENING FOR STCREF,RQNT i 2 -FULL WE1G4T I- 1 6COS2C0-54 i. CPENING AS SwnuN ELEVATION I�G NT5 9 FURL!NIS BT CECC \GABLE ANGLE BY CECC \ENDWALL FRAME II II ROC= EDAM BY DECO DETAIL K 7H� NTS 3 GIRT 51` CECC zORz45 OCCURS STUDS v 24" OC. 3-`2E STUD TO GIF D TAIL I 3/411611 -off ., n 3 26 GA G.I. I/CAP 54m TOS' TRACK. 51ZE TO MATCH STUDS. 5=E �`'r 1 E I --�"i2 SCREW EA 5%D 20 GA. MCELROY 'MAC I �~ 60051318-33 GIRT' TCF AND I CCRNIC;E eoTTOM. 2-P'2 AT E 4 STUD � I ��-1 US -C ON WWL PER 51D!NG BY CECO� LiGWTGAUGE STUDS ix 24" O.C. DEFTAIL J _ L!G47GAU6E STEEL STUDS AS NOTED\ N XXXT125-54 BOTTOM TRACK. DEFTW TO MATGW STUDS.\ i; 3/8"41 X i 3/4" LONG SIMP50N "TITEN- WD MIN! SCREW" ANCWCRS 6 32" C.C. MINIMUM OF 2 ANCWCR PER TRACK SECTION WITW ONE ANCWCR WITWIN 6" CF EACW END I, 3" MIN DETAIL--- ,�I� K NTS 3 F A. 00 TYPICAL CORNERS L E A 10 4 Ir 11 FOUNIDATION f=LAN-.. 1/0 1 FOUNDATION DESIGN 16 BASED ON IW-OFMATION PRovIDEr:> BY CECO BUILDING SYSTEMS FOR BUILDING NO 14-5-IIFBII CONTP.ACTOR 6WALL VERIFY ALL ANCHOR BOLT SIZES, ANCHOR BOLT LOCATIONS AND DIMENSIONS WITH F:1 -ANS BY BUILDING MANLFACTUFr=R FlZiOR. TO CONSTRJCTIOtt ANCHOR ROD AND BOLT KEY Q LGI FIROJECTiON FER AS" AJC 457- 4`011 GRADE C -P-4C)E C - - �t 'J' CR �L'S- -FED BOLT 5JILDIN�� 4NJr-A'-TURER ALL -+READ % AT % CONTRAS'ORe C -TION, 5/8"o LUEDrr zF "<,U< BOLT", OR Cl'WEr-,l 4PFF;ZOVE[:) ANCWOR "4*1-' NUie LijI`*+jSTANDARD BE USED. ANCHOR LENGTr4 e!44LL BE AS RE0JIRE[:) TO F--,OVI::)E 4" Tym I ANCHOR. ryrE 2 MCpOFZ uJ45L4E-R BETWEEN -I"F-F:Dr-ENT INTO CONCRETE AND PROJECTION 45 FREC� "REa E'�- 5JIL::)ING I-IANU�:Af--TUIRER. INeT4LL4TICN SCALL GCNPOI�R'"l WIT" 4NIC�CRI'S ICC LISTINGS. SPECIAL INSPECTION la - 7 -7 M!" nTLE. F bCALE: EWILDINCx 03 FOR WOC-sEL CONSTRUCTION REVISIONS: SHEET ON ENTLER AVENUE C:PICO, CA , OFESS104i, DATE 1 MARK NOTE —cry CRANDALL ENGINEERING DATE: FOUNIDATI.ON FLAN C) x 4958 PONDEROSA WAY !Z3 I k -2 1 . T- A P.O. BOX 124 i r- M; I PINES, CA 95345 WENT GUDGEL CONSTRUCTION A 4 RLE: T 10 OATEN C: \UFrs\PClJser\7�esktcp\l 404 7 PHONE: 209-966-4844 FAX: 209-966-4744 30/16 c� 629 ENTLER AVE. BOX 3(o #3D\045-Sli�d*q CWICO, CA 95e26 X Ivil- JM J013 NO: OF PHONE: (530) 624-ISW -w-T-W, . u 7 1-'14R< DIx-E-,ER TYF=-= E 2 114"T :3/4" --4 2 la" N4 P, E 12- NA L 2 24" 1_4 A Q LGI FIROJECTiON FER AS" AJC 457- 4`011 GRADE C -P-4C)E C - - �t 'J' CR �L'S- -FED BOLT 5JILDIN�� 4NJr-A'-TURER ALL -+READ % AT % CONTRAS'ORe C -TION, 5/8"o LUEDrr zF "<,U< BOLT", OR Cl'WEr-,l 4PFF;ZOVE[:) ANCWOR "4*1-' NUie LijI`*+jSTANDARD BE USED. ANCHOR LENGTr4 e!44LL BE AS RE0JIRE[:) TO F--,OVI::)E 4" Tym I ANCHOR. ryrE 2 MCpOFZ uJ45L4E-R BETWEEN -I"F-F:Dr-ENT INTO CONCRETE AND PROJECTION 45 FREC� "REa E'�- 5JIL::)ING I-IANU�:Af--TUIRER. INeT4LL4TICN SCALL GCNPOI�R'"l WIT" 4NIC�CRI'S ICC LISTINGS. SPECIAL INSPECTION la - 7 -7 M!" nTLE. F bCALE: EWILDINCx 03 FOR WOC-sEL CONSTRUCTION REVISIONS: SHEET ON ENTLER AVENUE C:PICO, CA , OFESS104i, DATE 1 MARK NOTE —cry CRANDALL ENGINEERING DATE: FOUNIDATI.ON FLAN C) x 4958 PONDEROSA WAY !Z3 I k -2 1 . T- A P.O. BOX 124 i r- M; I PINES, CA 95345 WENT GUDGEL CONSTRUCTION A 4 RLE: T 10 OATEN C: \UFrs\PClJser\7�esktcp\l 404 7 PHONE: 209-966-4844 FAX: 209-966-4744 30/16 c� 629 ENTLER AVE. BOX 3(o #3D\045-Sli�d*q CWICO, CA 95e26 X Ivil- JM J013 NO: OF PHONE: (530) 624-ISW -w-T-W, . u 7 DROP EXTERIOR SLAB 1/4" AT WALK DOORS I" AT R.0 DOCR5 6" EXTERIOR 2 - 04 CONTINUOUS CONCRETE SL AB AT TOP LUITN 04 6 IS" G.C. E.W. 4" CONCRETE SLAB lyI WITH 6/6/!0/10 UAu?"1 x--u--X x --X- --'� p't'.'j}t'i�.$1,�-jty?>;{;2,�.�M,li1',• :ic ..'';�'`�Z .� 'ib'''i'-t ry �;,i•, I; , �' ' �1 2" SAND/ 6 M!L V15CUEEN OVER 4" GLEAN GRAVEL 1- "4 CONTINUC'JS AT BOTTOM UNDISTURBED EARTH 4": GRAVEL BASE/ I` SEE SECTION N/SI.2 FOR CONSTRICTION JOINT DETAILS SECTIONS S UI -2 DROP EXTERICR SLAB SECTION 114" AT WALK DOORS 1" AT R.0 DCCR5 �- _B •-�� % ��.. - ANCHOR BOLTS OR 6" EXTERIOR ANCHOR RODS AS NOTED CONCRETE SLAB ON FOUNDATION PLAN WI TN 04 c 18" O.G. E.W. j) I E �` � 4" CONCRETE SLAB WI T i-{ .q (� >i 6/6/10/IC LU UrI pF FOOTING WITI-4 � Xr— X �r y�.rrr i '' CRACK CONTROL JC!NT r. 2 - "5 FRAME TIES (TOTAL OF 4 BAR) CONTINUOUS 7I �,-- �2" SAND/ 6 MIL VISOUEEN OVER 4" CLEAN GRAVEL I X11 I- NTS REIN=CRC!NG- - PER TABLE U NW ' I I UNDI5TURBED EAR*t-I d"s GRAVEL 545E; B I SEE SECTION N/SIZ FOR CONSTRUCTION JOINT DETAILS SECTIONS � G NT8 �12 Q ANGOR BOLTS OR ANGOR ROCS 45 NOTED CN FOUNDATION PLAN 1-i 2 - "5 FRAME TIES (TOTAL 812 C�: 4 BAR) CONTINUOUS 4" CONCRETE 5L43 6" EXTERIOR ACROSS BUILDING WITH 6/6/10/10 IWU, CONCRETE SLAB GCNSt- JOINT WITu 04 m 18" O.C. E.W. Q' U -----------I N � y� Ott D"`} t'}�� • • • • • • ��{ ' k. T''�J;.(. -' i +1+;--t— ! 6 Ni!L VI50UEEN OVER 4" CLEAN GRAVEL "4 X 102" TOP REINPOROING NI �j- - i - • « • • • • • — • _I I 1 A N X 54" 'CTRL O E0 SP C! G ' f a - 04 X 102" BOTTOM I! 3'-g" - UNDISTURBED EARTH REIN CN R INC -- G SECTION O ANCHOR BOLTS CR ANCWOR RODS AS NOTED ON / FCJNDATICN PLAN 2 - "5 FRAME TIES (TOTAL SIZ OF 4 BAR) CONTINUOUS 4" CONCRETE SLAB 6" EXTERIOR ACROSS BUILDING W17t4 &/6/10/IC Wj'_T CONCRETE SLAB CONST. JOINT J WI TN "4 c !8" O.C. E.W. / I� ----- ' T71 J c�I ,. �,.,�� s�{;�k,1�,' fLi,1}�;, • • • •{ • i • '�Y h.� +,.'cilli~ t•k`�y;'-' � � —_—�- �'``sv � 't1;;xr�. alt+�. t_ •� �` 6 MIL VISQUEEN OVER 4" CLEAN GRAVEL I�- _ "4 X 126" TOP REINFORCING II j f i i I � 7 -It 04 X 54" TOTAL !2 EC SPACING !! E - 04 X 126" BOTTOM UNDI5TUREED EARTH RE!NFORG!NG 1'-4" SECTION ANC✓40R BCL TS OR 14NCI-4CR ROD5 AS NOTED ON FOUNDATION PLAN SECTION E TOP REINF BOTTOM RE INF �- _B •-�� % ��.. - / 1 2-"4 CONT. 1-"4 CONT, 2-"4 CONT. 2-04 CONT. SECTIONS � G NT8 �12 Q ANGOR BOLTS OR ANGOR ROCS 45 NOTED CN FOUNDATION PLAN 1-i 2 - "5 FRAME TIES (TOTAL 812 C�: 4 BAR) CONTINUOUS 4" CONCRETE 5L43 6" EXTERIOR ACROSS BUILDING WITH 6/6/10/10 IWU, CONCRETE SLAB GCNSt- JOINT WITu 04 m 18" O.C. E.W. Q' U -----------I N � y� Ott D"`} t'}�� • • • • • • ��{ ' k. T''�J;.(. -' i +1+;--t— ! 6 Ni!L VI50UEEN OVER 4" CLEAN GRAVEL "4 X 102" TOP REINPOROING NI �j- - i - • « • • • • • — • _I I 1 A N X 54" 'CTRL O E0 SP C! G ' f a - 04 X 102" BOTTOM I! 3'-g" - UNDISTURBED EARTH REIN CN R INC -- G SECTION O ANCHOR BOLTS CR ANCWOR RODS AS NOTED ON / FCJNDATICN PLAN 2 - "5 FRAME TIES (TOTAL SIZ OF 4 BAR) CONTINUOUS 4" CONCRETE SLAB 6" EXTERIOR ACROSS BUILDING W17t4 &/6/10/IC Wj'_T CONCRETE SLAB CONST. JOINT J WI TN "4 c !8" O.C. E.W. / I� ----- ' T71 J c�I ,. �,.,�� s�{;�k,1�,' fLi,1}�;, • • • •{ • i • '�Y h.� +,.'cilli~ t•k`�y;'-' � � —_—�- �'``sv � 't1;;xr�. alt+�. t_ •� �` 6 MIL VISQUEEN OVER 4" CLEAN GRAVEL I�- _ "4 X 126" TOP REINFORCING II j f i i I � 7 -It 04 X 54" TOTAL !2 EC SPACING !! E - 04 X 126" BOTTOM UNDI5TUREED EARTH RE!NFORG!NG 1'-4" SECTION ANC✓40R BCL TS OR 14NCI-4CR ROD5 AS NOTED ON FOUNDATION PLAN �� / PORTAL FRAME ANCHOR BOLTS OR ROD5 45 NOTE D : ON - - - - - - - - - - ` - - FOUNDATION PLAN CONSTRUCTION JOINT= aFRA^^ t PORTAL CRACK CONTROL JOINT \ '� F FRAI"E BASE POURED W 5 lt�1 FOOLING 2 - " FRAME TIES (TOTAL _ SLAB POURED ON TOP 0c 4 BAR) CONTINUOUS 0- FOOTING W74 CONST. ACROSS BUILDING /1 JOINT = BOTTOM 5L45 DETAILsommmmmmom I NTs I'-5 1/2" FRA`E t PORTAL VERIFY FRAME BASE POURED —� WITH FOOTING- \ I ANC4 aOR BOLTS OR ANG'"OR RODS AS NOTED ON Ile -FOUND4T!CN PLAN 7 /y,-1 //////%/!// /,/ /1 /i/ O ANCI-4CR BOLTS CR ANCUCR PORTAL FRA^ 1E O ANCHOR BOLTS OR -I- - RODS 45 NOTED ON n FOJNDATIOv PIAN R FOUNDAODS AS � G^vEF'LON ANG=OQ BOLTS OR SLAB POURED ON TOP 1 \ 2 -4 CONTiNUOJ5 IN R - SIS ANC�40RODS 45 NOTED 4" CONCRETE SLAB J Cr- FOOTING W.,W CON„,. PERIMETER FOO,!N!z 6" EXTERICR l ON FCUN:),4 1 PLAN W'!TLI 6/6/?0110 W'uM IZ 4" CONCRETE SLAB JOINT BOTTOM SLAB I CCNCRETE 5LAB,NT EXTERIOR W'7 6/61!C/ic W l"I 6" W'7T 4 "4 6 IR'' C E.W. /CONST. JOICONCRETE SLAB I CON5 T . JOINT \GI W!TN "4 !g" C.C. E U. I ..L l0l I k_ x x� ! iiL _ L x------ DEVIL J N • • • •� • jr r��rr +.�.,��. �.�__� yt• `� i{� iZ-''j I '�, ' \ 4'IC-l� x y try ?f•t,�' �_t+h �f; �� Zf,� it CY I = I � � i ... i � �T+ Ojiy�;slrp-�.i ,LTL \ N' r� II\ 1 I7 Q, ',�-h ,— i _—'{� j 1--� i' �_i.�'y^f�}k'Y.'ry `l��. •�\ tiia ;b�r,,.a� Tt h..f - .., _ x I , , .moi i I �t is ,r-, r..�u ;C/•`i'CC., ! ��I�—� SAND/ 6 : lii 1/... v__N _- -- —_-G cVER4"CLEAN GRAVEL O C2" SAND/ 6 MIL V!50UEEN `,/ER 4" CLEA'�i RAVE. c,,-6 - "4 X 65' TOP d' MIN C iL C. - E R 2 1/. RACK CCNTR^ J "�' IT✓•+E —, -��\tO+rG, 0. �yG AT O' IN .RC!NG -------�.- X �N5 ON c�YCND B_ i i `- RE �r` - / CONCRETE 47 CONTRACT CR JOINT !N 1 _ • i - { - TCP C� FOO, !NG Ar I S OPTION EXTENSION B YONJ B' - I l { _ rd J l_—j 1 �'— `- — _ •4 }1 42' TOTAL 6 CC 5�'AG'NG ! I ---0-------�.—� "4 Y. 54" TOTAL 8 E0 SPACING C' ,' er---w �Ix 34X (_1011 E07 i) _ Q - UN D' RE;N=CF'•-ANG �r4� � -� .-1 iI _ ! i. - -- + - I ---f � f _-�z�i "j 1- • • - - I ;il 1 11 II i g _ •a X 7a" BCTTO , l UNDISTURBED EARTu 10" 41-2" �C% •, a� t, '�-�`: SECTION, D RE'N=ORCING- j 4' _. NTS 2 TIE TOTAL / ,----- 4 BARS CCN7IN'UCU5 SECTION ACROSS BUILDING mum NTIS 51.2 DETAIL f� NTS 32" 04 le EACH CONT. REIN-ORCING BAR ----------- CCNTINUCJS REINFCRCIN - ') IN PER -!r -E'ER FOOTING l ANCHOR BOLTS LOCATED INSIDE C= KE'NMCRCING DETAIL L NTS F2,4—F EDGE OF SLAB AT R,J. DOOR OFENI C- S WI4ERL REO G `a :r _ (17,, ' •,,' c •f„ iso , �-i 1-7-k ' FOOTING AS REOUIRED DETAIL M CII 1 , I i ! f OPTION 01 SLAB AND PERIMETER FCOTING POURED MCNOLIT4C-A1_L�-. CCN5TRUC7ION TOP BAR TIED TO JOINT /BEND AS SuCWN fy --------'�- �I LOCATE ONE BAR 1_,171,41N 6" C7 EA A B + OPTION 02 - SLAB AND PERIMETER FOOTING POURED 5EFAR4TELI'. CONTRACTOR MAY CHOOSE EITHER OPTION FOR CONSTRICTION OF BUILDING PERIMETER FOOTINGS DETAIL rN_'� '% NT>g V �.�• �- - •-�� % ��.. - / 1 / FRAME/POST BASE POURED WITI-! FCCT!NC3 _) (� SAAB POURED ON TOP �' f._.� \ T RUC T ICN JOINT= pF FOOTING WITI-4 CCN57. �l' _CN5 JOINT BCTTOM SLAB•'` ---i '' CRACK CONTROL JC!NT 2 - "5 FRAME TIES (TOTAL OF 4 BAR) CONTINUOUS ACROSS 6UILD!N.G DETAIL rw",**N NTS SLZ NW ' 4NCPCR EC TS OR A�1C�»OR i RODS AS NOTED ON /FOUNDATION PLAN � • �� / PORTAL FRAME ANCHOR BOLTS OR ROD5 45 NOTE D : ON - - - - - - - - - - ` - - FOUNDATION PLAN CONSTRUCTION JOINT= aFRA^^ t PORTAL CRACK CONTROL JOINT \ '� F FRAI"E BASE POURED W 5 lt�1 FOOLING 2 - " FRAME TIES (TOTAL _ SLAB POURED ON TOP 0c 4 BAR) CONTINUOUS 0- FOOTING W74 CONST. ACROSS BUILDING /1 JOINT = BOTTOM 5L45 DETAILsommmmmmom I NTs I'-5 1/2" FRA`E t PORTAL VERIFY FRAME BASE POURED —� WITH FOOTING- \ I ANC4 aOR BOLTS OR ANG'"OR RODS AS NOTED ON Ile -FOUND4T!CN PLAN 7 /y,-1 //////%/!// /,/ /1 /i/ O ANCI-4CR BOLTS CR ANCUCR PORTAL FRA^ 1E O ANCHOR BOLTS OR -I- - RODS 45 NOTED ON n FOJNDATIOv PIAN R FOUNDAODS AS � G^vEF'LON ANG=OQ BOLTS OR SLAB POURED ON TOP 1 \ 2 -4 CONTiNUOJ5 IN R - SIS ANC�40RODS 45 NOTED 4" CONCRETE SLAB J Cr- FOOTING W.,W CON„,. PERIMETER FOO,!N!z 6" EXTERICR l ON FCUN:),4 1 PLAN W'!TLI 6/6/?0110 W'uM IZ 4" CONCRETE SLAB JOINT BOTTOM SLAB I CCNCRETE 5LAB,NT EXTERIOR W'7 6/61!C/ic W l"I 6" W'7T 4 "4 6 IR'' C E.W. /CONST. JOICONCRETE SLAB I CON5 T . JOINT \GI W!TN "4 !g" C.C. E U. I ..L l0l I k_ x x� ! iiL _ L x------ DEVIL J N • • • •� • jr r��rr +.�.,��. �.�__� yt• `� i{� iZ-''j I '�, ' \ 4'IC-l� x y try ?f•t,�' �_t+h �f; �� Zf,� it CY I = I � � i ... i � �T+ Ojiy�;slrp-�.i ,LTL \ N' r� II\ 1 I7 Q, ',�-h ,— i _—'{� j 1--� i' �_i.�'y^f�}k'Y.'ry `l��. •�\ tiia ;b�r,,.a� Tt h..f - .., _ x I , , .moi i I �t is ,r-, r..�u ;C/•`i'CC., ! ��I�—� SAND/ 6 : lii 1/... v__N _- -- —_-G cVER4"CLEAN GRAVEL O C2" SAND/ 6 MIL V!50UEEN `,/ER 4" CLEA'�i RAVE. c,,-6 - "4 X 65' TOP d' MIN C iL C. - E R 2 1/. RACK CCNTR^ J "�' IT✓•+E —, -��\tO+rG, 0. �yG AT O' IN .RC!NG -------�.- X �N5 ON c�YCND B_ i i `- RE �r` - / CONCRETE 47 CONTRACT CR JOINT !N 1 _ • i - { - TCP C� FOO, !NG Ar I S OPTION EXTENSION B YONJ B' - I l { _ rd J l_—j 1 �'— `- — _ •4 }1 42' TOTAL 6 CC 5�'AG'NG ! I ---0-------�.—� "4 Y. 54" TOTAL 8 E0 SPACING C' ,' er---w �Ix 34X (_1011 E07 i) _ Q - UN D' RE;N=CF'•-ANG �r4� � -� .-1 iI _ ! i. - -- + - I ---f � f _-�z�i "j 1- • • - - I ;il 1 11 II i g _ •a X 7a" BCTTO , l UNDISTURBED EARTu 10" 41-2" �C% •, a� t, '�-�`: SECTION, D RE'N=ORCING- j 4' _. NTS 2 TIE TOTAL / ,----- 4 BARS CCN7IN'UCU5 SECTION ACROSS BUILDING mum NTIS 51.2 DETAIL f� NTS 32" 04 le EACH CONT. REIN-ORCING BAR ----------- CCNTINUCJS REINFCRCIN - ') IN PER -!r -E'ER FOOTING l ANCHOR BOLTS LOCATED INSIDE C= KE'NMCRCING DETAIL L NTS F2,4—F EDGE OF SLAB AT R,J. DOOR OFENI C- S WI4ERL REO G `a :r _ (17,, ' •,,' c •f„ iso , �-i 1-7-k ' FOOTING AS REOUIRED DETAIL M CII 1 , I i ! f OPTION 01 SLAB AND PERIMETER FCOTING POURED MCNOLIT4C-A1_L�-. CCN5TRUC7ION TOP BAR TIED TO JOINT /BEND AS SuCWN fy --------'�- �I LOCATE ONE BAR 1_,171,41N 6" C7 EA A B + OPTION 02 - SLAB AND PERIMETER FOOTING POURED 5EFAR4TELI'. CONTRACTOR MAY CHOOSE EITHER OPTION FOR CONSTRICTION OF BUILDING PERIMETER FOOTINGS DETAIL rN_'� '% NT>g V �.�• I I I I I � I 1\ I I I I I I i I 1 I MAIN ELECTRICAL SERVICE AND METER PANELS EXISTING WATER LINE Ir---------- —1 '---------- G45 METERS w RENTAL SPACE 5 II II rr �r'rrr r�1 / r / I II rr/ r r r r ♦ r" I op Wo 0 1 NTALSPACE i FZEIII—'f NAL VPV II rr"r r',rr 'rr' - 'I' II / / , RENTAL Vf=AVr / / op 00(I / 0. i I I i� 111 I I 1 yr o I_--- r i t i� I 1/2 ."o, i I I Fco I� I Ire I -ll i 4"mSS I. 11);ii — — Q„�S --- II — oSS -- — ,__—I--- ------- -- a,¢SS —1--- - ---- X55 —�:�� ------------------ - — — — — — — — — — - — — — — — — ` � . _, L_ — --- s_w.�. -z.w :ice — Z— z: -_ :r. — _ c - _ —�L:� _ -- :�. =r. ... =T r1.� —� =w�. �L—s.�=s.�... _ate. _ _ _ "" i- _ - _ "'� _ - - - '"�'- "- - _ _ r " _ - — — — — — — — — — — — — -- — — — — ----------------- — T _ _ _ � _ _. _ _ - -rte _ _ — _ I T J- _ I -- -- '_ I i T �_ 1 L. .-C FCO I I (I I�� I 1 1/24) i I! II I Ir° -- II , I I i, I LL.I L__� II I' li I II li I cr I I II II ;4 IIRlENTAL SPACE 0 RENTAL AL SPACrE 4 I l I( X i 1 i II � ►I II II II I JENTAL 51=AC r= Co i II II f II II I1 II II II � ►1 I 4 — EXISTING SEFTIG TANK U f I L I AxN a, 1 /0 V— 0 NEW SAN. SEWIER DRAIN. SLCFE AT 1/4" PER FOOI ' mmm o°' '°W" UNLESS INDICATED SIZE AS INDICATED O CLEANOUT (F=FLOOR, G=GRADE ------ f=vC GONDUIT FOR ELECTRICAL SERVIGE TO E4.G�4 UNIT, SIZE AS INDICATED. : roOd NAIL IN ✓ 215.48, NVGD EXISTING CATCH BASIN ENTLr=R AVE. ENTLER AVE. o■� - - - -856'43'07"W N33'16'53"W—!> 30 00' EXISTING F.H. cn 1 i ► 31 �1 S5l'43'0l"W 320.68' I _-/rr�rrr�frr� �- ---- ---- ---- - - - EXISTING F.H. 2 3 46' I Itfu"T AUELL 02 EXISTING A.G. PAVING TO ---1 r----, r---1 r'--------------- Z- -1 r---1 r---7 r---7 X 1 O D z 1> EXISTING I sm-TIC TA , IOL 24000 S,r-. , X i ► O AP -- ,—k J \ 1 1 x ! I �//�Tele/rlilcT,G -----------=-------i*------ =--- -- �----� \ \ PROPOSED I ! I WELL 01 \ �► /EXISTING WELL 1 DRAINAGE EASEMENTC �L PER RSH 88-03931 k—X—X k—k—X—%—%k—X-r—k= X—k—X—X—X—%—X—X—%—X—X—X—k X—X—X—X—XkX N56'42'42"E I ----\EXISTING ------------ -- IMP EXISTING EOF EXISTING DRAINAGE DITCH F.H. IMPROVEMENTS EXISTING DITCH I BUILDING AREA t PAPWJNG SPACES PHASE BUILDING AREA SPACES I x 24,000 SF. 56 (E) 2 22,000 SF. 56 (E) 3 19550 24 4 21,250 SF. 39 (E) 5 I1,b00 SF. 25 b 19,200 SF. 29 Y d ----------------------- 2l DESIGNATED ACCESSIBLE PATH OF TRAVEL. PAVEMENT WITH 6" WIDE WHITE STRIPES AT BORDER EXISTING IC '--' ' EXISTING Fi A A.G. PAVING TO REMAIN ----------------------- -------J l --J 3' O.C. EXI5TINC� ••" _-� WELL "I \ X 1 O D z 1> EXISTING I sm-TIC TA , IOL 24000 S,r-. , X i ► O AP -- ,—k J \ 1 1 x ! I �//�Tele/rlilcT,G -----------=-------i*------ =--- -- �----� \ \ PROPOSED I ! I WELL 01 \ �► /EXISTING WELL 1 DRAINAGE EASEMENTC �L PER RSH 88-03931 k—X—X k—k—X—%—%k—X-r—k= X—k—X—X—X—%—X—X—%—X—X—X—k X—X—X—X—XkX N56'42'42"E I ----\EXISTING ------------ -- IMP EXISTING EOF EXISTING DRAINAGE DITCH F.H. IMPROVEMENTS EXISTING DITCH I BUILDING AREA t PAPWJNG SPACES PHASE BUILDING AREA SPACES 1 24,000 SF. 56 (E) 2 22,000 SF. 56 (E) 3 19550 24 4 21,250 SF. 39 (E) 5 I1,b00 SF. 25 b 19,200 SF. 29 Y d 24,000 SF. 2l TOTAL 141AOO SF. 238 SPACES NORFIELD AVE. 817E PLAN: 11" = 50' BENCH MARK: bOd NAIL IN GUTTER APPROXIMATELY 295' URST OF NORTHWESTERLY PROPERTY CORNER ELEVATION 215AS NVGD. EXISTING CURB AND GUTTER L9 Lo V" INITY MAP: KEY: PHASE BOUNDARY LME Cl SITE FLAN G2 SITE DETAIL ,41.1 FLOOR PLAN .412 FLOOR PAN DETAILS 4 NOTE: X42 ELEVATIONS X43.1 SUILDING SECTIONS ,43.2 FRAMING DETAILS 51.1 FOUNDATION PLAN 51.2 FOUNDATION DETAILS U 1 UTILITY LAYOUT BUTTE COUNTY FEB 2 6 2015 DEVELOPMENT SERVICES 0 EXISTING BUILDING ElPROPOSED BUILDING THIS PROJECT I II �d FUTURE BUILDING BY SEPARATE PERMIT Z . .�•' PROPOSED WALK OR CONCRETE SLAB ON GRADE •' ' 6" THICK WITH 6/6/10/10 WWM Y d EXISTING 6" VERTICAL CURB DESIGNATED ACCESSIBLE PATH OF TRAVEL. PAVEMENT WITH 6" WIDE WHITE STRIPES AT BORDER PAINT AND 3' O.C. --------------------- FUTURE CURB/CURB AND GUTTER N Z 0 AREA RESERVED FOR SEPTIC DRAIN FIELD O N Q 0 � /R d v �t d OWNER W 0 z V� WQLL 3 �� N GUDGEL CONSTRUCTION 629 ENTLER AVE. BOX 36E--= O Z oxW0 ap Q mm;fi CHICO, CA 95928 PHONE: (530)-624-"1998 H ii-- PROJECT LOCAITON �U � X 0 629 ENTLER AVE. CHICO, CA 95928 lu �L j� m— PHONE: (530)-624-'1998 J :)f= DRAWINGS � [� Cl SITE FLAN G2 SITE DETAIL ,41.1 FLOOR PLAN .412 FLOOR PAN DETAILS 4 NOTE: X42 ELEVATIONS X43.1 SUILDING SECTIONS ,43.2 FRAMING DETAILS 51.1 FOUNDATION PLAN 51.2 FOUNDATION DETAILS U 1 UTILITY LAYOUT BUTTE COUNTY FEB 2 6 2015 DEVELOPMENT SERVICES 0 Z Y d N Z 0 N Q /R d v �t d //Z 1i t�0 W W 0 z WQLL 3 �� N J 0 w� Q Wd'Qm w Z oxW0 ap Q mm;fi w�a0 V eta�CIL H ii-- �U � X to C-4 lu �L j� m— Q� J f- w F v ALE: JOB N0: 14047 C:\Users\PCUser\Desktop\14047 GUDGEL #3B\045-Cl.dwg APIA 2/25/2015 SHEET �1 OF O P.C.G. O PARKING p BUMPER n � 9'-O" 8'-O" DETAIL ,a ci SIGNS 4 MARKING 1CRETE OR A.G. ,*ING WITH Zia MAX ,PE NT 'NO PARKING' 4 12" LETTERS j i1INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN INDICATING PUBLIC ENTRANCE. CBG 1121 53 ACCESSIBLE PARKING SPACE IDENTIFICATION SIGN 2 PER CBC 1129 5.5, MOUNTED AT 80" ABOVE FG WITH 'VAN ACCESSIBLE" SIGN MOUNTED IMMEDIATELY BELOW THE WHEELCHAIR SYMBOL. SEE 36" SQUARE SHOWING PROFILE VIEW OF WHEELCHAIR AND OCCUPANT. WHITE ON BLUE BACKGROUND. LOCATE AS SHOWN SO MARKING IS VISIBLE WHEN SPACE IS OCCUPIED. PAVEMENT SURFACE MARKING - AREA TO BE STRIPED PER CBC 115-185 SIGN CONFORMING WITH CBC 1129.5.4 STATING 5 "UNAUTHORIZED VEHICLES ... MAY BE TOWED AT OWNER'S EXPENSE.... " SEE a 12" PARKING ONLY F 3" WHITE LETTERS VAN REFLECTORIZED ACCESSIBLE SIGNS WITH WHITE MARKING ON BLUE BACKGROUND AS SHOWN. MINIMUM FINE $250 DETAIL r15 me �2 10 22" MIN UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT DETAIL rc**� tprt klev BLANK SPACES TO BE FILLED IN WITH APPROPRIATE INFORMATION AS PERMANENT PART OF SIGN. TO ENTLER AVE SIDEW,4LK 1 SITE DETAIL: I" = 20' KEY NOTE ALL S ARE EXISTw-v UNLESS NOTED 01I4ERWISE NEW CONCRETE WALKWAY. 6" CONCRETE ON 6" AGG. BASE /f NEW A.G. PAVING. 3" A.G. OVER 8" AGCY. BASE OVER COMPACTED J SUBGRADE I If 11 DESIGNATED PATH OF TRAVEL FROM PROPOSED BUILDING TO ENTLER AVENUE. PER PARCEL MAP BY FEENY ENGINEERING AND SURVEYING. CURRENTY UNDER REVUE BY BUTTE COUNTY PRELIMINARY NOT FOR CONSTRUCTION EXISTING FH O Z Y 4 t/1 Z O c o V � n //Z �i 100 W 0) W 0 N Z O } N W 3 U. Q �wt J N J WNQ� Zr�01 Z a0W° a �mZw V a_ Lij it V VI co IN a lU lU T (WQ� o� (P �c IL LJ F v ALE- LEJOB JOBNO. 13045 LE C:\Users\PCUser\Desktop\14047 GUDGEL #3B\045-C2.dwg Q�pF ESSi C (3 z C 32934 Dp.6%30/'16 �r CIVIL �' CALIF 2/25/2015 SHEET C 2 g n� O � 3 o OO � 0 0 0 229'-O" 221'-0" 5L TO 5L lo 28'-0" 28'-0" 28'-0" 28'-0" 28'-O" 28'-0" '0113'-O" 14'-O" 14'-O" 5'-0" 16'-O" 5'-O"I.14'-0" 14'-O" 5'-O" 8'-O" 8'-O" 5'-O" 14'-O" 14'-O" 13'-O" lo 4'-0" 1'-0" 1'-O" 1'-O" 1'-O" I' -O" I' -O" 5'-O" 8'-O" 10 J 10, C. A3 ,43 m F --- ----� TYP ---- ----� o I I o 0 1 o ELECT O 5L 20' X 8' STOREFRONT 14' X 14' R.U. �—� 14' X 14' RU. p p 14' X 14' RU. 14' X 14' R.U. -' -' r �� 0 O 14 X 14 R.U. 14 X 14 R.U. O I I I ® 16' X 8' S REFRONT I ® C� �- II II II II O 11 I I I I PORTAL FRAME 5`r' CECO 16' X 8' OREFRONT I I O 0 0 N 01 0 11 O� 29'-O" IS' X 8' STOREFRONT RENTAL SPACE II I I I j 2320 SF. II UNCONDITIONED SPACE II II 11 RENTAL SPACE 3 I I RENTAL SPACE 5 i I RENTAL SPACE I 2240 SP. I I 2240 S.F. I i 2280 S.F. II UNCONDITIONED SPACE UNCONDITIONED SPACE 1 UNCONDITIONED SPACE I II IIII ��` iI ii f� II II 1 II IIS' `�11 II _---------__ _______________ --------- I1 II v II II III �' II II Ii ii RENTAL SPACE 2 I i 2320 OF. UNCONDITIONED SPACE 20' X 8' STOREFRONT as GAS II II II II II II rF__� J--QI'� �� I l I� jj 11_____________ .II e I r�l�71 O ----------- ----------- 7F C=D- il-- II II I I I1� 11 !,' II Illi (I I I I I \ROUM5 FOR RE RR --IJI I L II II NEW II II II it II 11 II 11 I I II 11 II RENTAL SPACE ro I1 RENTAL SPACE a RENTAL SPACE 4 i 2240 Sr-. I 2280 or. 22 SA UNCONDITIONED SPACE 11 UNCONDITIONED SPACE UNCOND I T ( E D SPACE II II II II II II O � 14' X 14' R.U. ��% 14' X 14' R.U. TYP SUILDM AREA: 18,33 SF. ® PROVIDE WALL MOUNTED 2,4:10-5C FIRE EXTINGUISHER IN CABINET OR BRACKET WITH TOP NO MORE THAN 5' FROM F.F. VERIFY LOCATIONS WITH FIRE MARSHAL PRIOR TO INSTALLATION. FIRE DEPARTMENT REQUIREMENTS: 1. PROVIDE ONE 2,4:105C FIRE EXTINGUISHER MOUNTED IN CABINET OR ON BRACKET SO TOP 16 NO MORE THAN 5' ABOVE F.F. AT EACH UNIT. 2. POST SUITE ADDRESS ON EACH SEPARATE UNIT AT FRONT (NOT ON DOOR) AND EACH BACK DOOR. 3. NOTIFY FIRE DEPARTMENT (530-538-6837( X1(o6) IF HAZARDOUS OPERATIONS, PROCESSES OR STORAGE WILL BE CONDUCTED IN ANY UNIT. A SPECIAL PERMIT FROM HE FIRE DEPARTMENT MAY BE REQUIRED, II I� II II II II II II II II 16' X 8' STOREFRONT 11 16' X S' STOREFRONT II II II 0 0mill 14' x 14' R.U. 20' X 8' 570REFRONT � 0 0 I I 14' X 14' R.U. O p I 14' x 14' R.U. L= 14' x 14' R.U. r O o a '^ O I O O I O 7 co 1 x `� I J [F) [FL-n0M0H�aQ"�r Ho� IFOQ C�oma�Q uc V00H TITLE: BUILDING 03 FOR CUDGEL CONSTRUCTION REVISIONS: CALE: SHEET ON ENTLER AVENUE - CHICO, C,4 Q�pFESS/pN� W CR1'jo�y� DATE MARK NOTE CRANDALL ENGINEERINGFLOOR��.�' FLAN ATE: 4958 PONDEROSA WAY � .� � _ r- 2/25/2015 1 CLIENT WOGEL CONSTRUCTION P.O. BOX 724 MIDPINES, CA 95345 EXP. 8 �. �r '�F CIVIL � i FlLE: C: \Users\PCUser\Desktop\140 GUDGEL #3B\045-work6.dwg PHONE: 209-966-4844 FAX: 20'9-966-4744 629 ENTLER AVE. SOX 36 4�F C-MICO, CA 95928 Na �O PNONE: (530) 624-199813045 OF 2'-O" EXIT DOOR IeEGYJIIQEh m I. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. 2. DOOR HARDWARE SHALL CONFORM TO CBG SECTION 1008.1.9 AND BE MOUNTED BETWEEN 34" s 44" ABOVE THE FINISHED FLOOR DOOR HARDWARE SHALL BE SINGLE -EFFORT, LEVER TYPE HARDWARE CONFORMING TO CBC II5-4042.1 AND NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WR15T TO OPERATE. 3. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CATCHING OR CREATING A HAZARDOUS CONDITION. CBC I15-4042.10. 4. THE MAXIMUM EFFORT REQUIRED TO OPEN DOORS (OTHER THAN FIRE DOORS) SHALL NOT EXCEED 5 LBS. CBC 115-4042.9 5, EXIT SIGNS SHALL BE INSTALLED AT ALL EXIT DOORWAYS AS REQUIRED BY CBC SECTION 1011.0. SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. 6, ALL GRADE LEVEL EXIT DOORS SHALL BE IDENTIFIED ON THE INSIDE WITH TACTILE EXIT SIGNAGE FOR GRADE LEVEL EXITS WITHOUT RAMP OR STAIRWAY CONFORMING TO CBC SECTION 1011.3. SIGNS SHALL BE MOUNTED BETWEEN 48" AND 60" AFF. SIGN MARKING SHALL CONFORM TO CBC 1115-1033, ITEM I. 1. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AT THE EXTERIOR WITH AND INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN CONFORMING TO CBC SECTION 15-103.12.1. SIGN SHALL BE POSTED ADJACENT TO THE DOOR AT 60" ABOVE THE WALKING SURFACE. -Ir [DOOR LANDING AREA TO BE SMOOTH HARD `SURFACE CONCRETE OR A.C. PAVING) WITH MAXIMUM SLOPE NOT MORE THAN 1/4" PER FOOT DET,41L A 8'-6" -&"I, U'-6" U Worww's (DO POWER POWER EXHAUST FAN \ VENTED TO 1 0 O.S. TYPICAL 2 _ 3 FD \ 4 5'-011 I Ce2f�J�O O NOTE: THESE DETAILS ARE FOR DIMENSIONAL REFEREhIGE ONLY IN LAYING OUT ROUGH PLUll"15 G. ACTUAL RR CONSTRUCTION SHALL BE BY SEPARATE PERMIT AND CONFORM WITH ALL APPLICABLE RExJiREMETiTB AT THE TIME OF CONSTRUCTION. 1 GRA RR m7vww"__ ALJ OPTIONAL MIRROR 3(o" RR ELEVATION 01 c�1 RR. FINISH NOTES A. PAINT GWB WITH 2 -COATS S.G. ENAMEL B. WAINSCOT TO BE PLASTIC LAMINATE OR 2 -PART EPDXY FINISH WHERE APPROVED BY BUILDING DEPARTMENT. C. 5" BASE TO BE SELF -COVE VINYL OR RUBBER - RUBBER BASE TO BE SEALED AT FLOOR. D. SMOOTH. HARD, NONABSORBENT FLOOR FINISH. MAY BE SHEET VINYL OR SEALED CONCRETE WITH CERAMIC TILE BASE OR SHEET VINYL FLOORING WITH SELF COVE BASE. SHEET VINYL SHALL BE APPROVED BY THE BUILDING DEPT. E. ALL W.C.'S TO HAVE ELONGATED BOWLS AND BE EQUIPPED WITH OPEN FRONT SEATS. F. PROVIDE SIGNS AT DOORS OR ENTRANCE TO REST ROOMS AS REQUIRED BY SECTION 2-511 OF TITLE 24. 1) MEN'S RR - 1/4" THICK WHITE TRIANGLE WITH 12" EDGES, VERTEX POINTING UP. SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY WITH DOOR. 2) WOMEN'S RR - 12" DIAMETER WHITE CIRCLE, 1/4". SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY WITH DOOR 3) UNISEX RR - 12" DIAMETER WHITE CIRCLE, 1/4" THICK WITH 1/4" THICK WHITE TRIANGLE SUPERIMPOSED. SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY WITH DOOR G. REST ROOMS SHALL HAVE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR SYMBOL SHALL BE 6" IN HEIGHT AND MOUNTED 60" ABOVE FLOOR WITH VERBAL DESCRIPTION OF ROOM USAGE (MEN'S RR, WOMEN'S RR, UNISEX SHOWER) BELOW. H. BRAILLE SIGN INDICATING ROOM USE MOUNTED BETWEEN 48" 4 60" AFF.. RR ELEVATION 02 GWB CEILING PAINTED S.G.E. sr G RR ELEVATION 04 r� O 0 GENERAL NOTES 1. ENGINEERING DESIGN LOADS ROOF LIVE LOAD: MINIMUMS PER CBG TABLE 1601A.1 WIND LOADING BASED ON: 110 MPH/EXPOSURE "C" SEISMIC DESIGN: SITE CATEGORY: D RISK CATEGORY: II SEISMIC IMPORTANCE FACTOR: 1.0 Ss = 0.592 SI = 0.226 SDI = 0293 SDS = 0.523 SDC = 'D' SFRS = OSMRF/OSCBF Gs = 0.1504 FRAME / =0.1619 BRACE ANALYSES BY EQUIVALENT LATERAL FORCE METHOD 2. CONSTRUCTION SHALL CONFORM TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING THE FOLLOWING: 2010 CALIFORNIA STATE BUILDING CODE, TITLE 24, PART 2 2010 CALIFORNIA STATE ELECTRICAL CO,DE,TITLE 24, PART 3 2010 CALIFORNIA STATE MECHANICAL CODE, TITLE 24, PART 4 2010 CALIFORNIA STATE PLUMBING CODE, TITLE 24, PART 5 2010 CALIFORNIA STATE ENERGY CODE, TITLE 24, PART 6 2010 CALIFORNIA STATE FIRE CODE, TITLE 24, PART 9 2010 CALIFORNIA GREEN BUILDING STANDARDS CODE 3. STEEL BUILDING SHALL BE DESIGNED BY OTHERS TO CBC AND MBMA REQUIREMENTS. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. 4. EACH SUBCONTRACTOR SHALL EXAMINE THE PLANS CAREFULLY WITH RESPECT TO ADJOINING WORK. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE BEGINNING OF WORK 5. THE SEAL AND SIGNATURE FOR THESE PLANS APPLIES ONLY TO THE DESIGN ON THE BUILDING COMPONENTS AND FEATURES SHOWN AND SPECIFICALLY DETAILED ON THESE PLANS AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. SPECIAL INSPECTIONS I. REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER CHAPTER 11 OF THE GBG AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. 2. THE SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER AND APPROVED BY THE ENGINEER. 3. SPECIAL INSPECTOR CERTIFICATIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT WITH THE PERMIT APPLICATION. THE SPECIAL INSPECTOR MUST BE APPROVED BY THE BUILDING DEPARTMENT PRIOR TO BEGINNING CONSTRUCTION. 4. ALL INSPECTOR'S HANDWRITTEN LOGS SHALL BE AVAILABLE ON THE J0561TE FOR REVIEW BY BUILDING DEPARTMENT FIELD INSPECTORS. 5, COPIES OF ALL INSPECTOR REPORTS SHALL BE FILED WITH THE LOCAL BUILDING DEPARTMENT AND CRANDALL ENGINEERING. REPORTS SHALL BE FILED WEEKLY DURING CONSTRUCTION. REPORTS SHALL NOTE ALL DISCREPANCIES WHETHER CORRECTED OR NOT, 6. UPON COMPLETION OF THE PROJECT, THE INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, PERFORMED IN CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CBC AND/OR ICC REPORT. 1. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING ITEMS AND PROCEDURES AS NOTED. (MICR STRI WATH DMTMG: A. ALL HIGH STRENGTH BOLTS ARE TO BE INSTALLED USING "TURN OF THE NUT" METHOD SPECIFIED IN THE 13TH EDITION OF THE AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". PERIODIC MONITORING OF BOLT TIGHTENING IS ACCEPTABLE WHEN USING "TURN OF THE NUT" METHOD. B. INSPECTOR SHALL VERIFY THAT ALL BOLTS AND WASHERS CONFORM WITH THE REQUIRED SPECIFICATION. C. INSPECTOR SHALL VERIFY THAT THE MEMBERS TO BE CONNECTED ARE PROPERLY ALIGNED PRIOR TO TIGHTENING. D. TESTER SHALL OBSERVE THE CALIBRATION PROCEDURES WHEN REQUIRED BY THE ASTM SPECIFICATION (A325 OR A490) AND MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL PLIES OF CONNECTED MATERIAL HAVE BEEN DRAWN TOGETHER. AWCFIOI1111B SET IN I•L4PC6* D CONCIIIIIISM A. STEEL ANCHORS SET IN HARDENED CONCRETE SHALL RECEIVE SPECIAL INSPECTION PER THIS SECTION. B. INSPECTOR SHALL VERIFY SIZE AND GRADE OF ANCHOR OR ANCHOR ROD, ROD MATERIAL, TYPE OF EPDXY ADHESIVE, AND SIZE OF DRILL BIT USED FOR BORING HOLE IN CONCRETE. G. INSPECTOR SHALL VERIFY PROPER DRILLING AND CLEANING OF HOLE, MIXING OF ADHESIVE AND INSERTION OF ROD. D. INSPECTOR SHALL ALSO NOTE AMBIENT TEMPERATURE FOR CONFORMANCE WITH REQUIREMENTS LISTING WHERE APPLICABLE. SOIL NOTES 1. FOUNDATION DESIGN IS BASED ON "SOILS INVESTIGATION FOR PROPOSED COMMERCIAL SHELL BUILDINGS FOR RICK CUDGEL - ENTLER AVE, CHICO", DATED 22/15/15 Y CRANDALL ENGINEERING. 2. FOUNDATION DESIGN PARAMETERS ARE: SOIL BEARING CAPACITY: 1500 PSF LATERAL BEARING: 150 PGF COEFFICIENT OF FRICTION: 025 3. THE PROPOSED BUILDING SITE IS LEVEL AND EXCAVATION WILL BE LIMITED TO STRIPPING THE 61TE OF ALL LOOSE MATERIAL VEGETATION AND LOOSE SURFACE SOILS. FILL FOR SUPPORT OF BUILDING SLAB AND ANY MINOR FILLS REQUIRED TO REPLACE OVEREXCAVATION REQUIRED AT SOFT SPOTS IS TO CONSIST OF GLEAN GRAVEL. 4. IF SOIL CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION THAT DIFFER FROM THOSE DESCRIBED IN THE REPORT, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY AND MEASURES TAKEN AS DIRECTED. Zolh iai ��I� O WILDING DATA 2013 -CBC TACTILE EXIT SIGN BUILDING INTERIOR OCCUPANCY GROUP: SHELL BUILDING INTENDED FOR USE AS THE ANY OF THE FOLLOWING OCCUPANCIES: B, M, Fl, F2, 81, 82 TYPE OF CONSTRUCTION: IIB (NO SPRINKLERS) LOCATION ON PROPERTY: NORTI-I: 88't TO EXISTING BUILDING (20' TO ASSUMED PL) O INTERNATIONAL SYMBOL SOUTH: 60' TO PL ' OF ACCESSIBILITY SIGN WEST: 12't TO EXISTING BUILDING (20' TO ASSUMED PL) FLOOR AREA: L PROPOSED: 18,333 SQ FT. 2'-O" EXIT DOOR IeEGYJIIQEh m I. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. 2. DOOR HARDWARE SHALL CONFORM TO CBG SECTION 1008.1.9 AND BE MOUNTED BETWEEN 34" s 44" ABOVE THE FINISHED FLOOR DOOR HARDWARE SHALL BE SINGLE -EFFORT, LEVER TYPE HARDWARE CONFORMING TO CBC II5-4042.1 AND NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WR15T TO OPERATE. 3. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CATCHING OR CREATING A HAZARDOUS CONDITION. CBC I15-4042.10. 4. THE MAXIMUM EFFORT REQUIRED TO OPEN DOORS (OTHER THAN FIRE DOORS) SHALL NOT EXCEED 5 LBS. CBC 115-4042.9 5, EXIT SIGNS SHALL BE INSTALLED AT ALL EXIT DOORWAYS AS REQUIRED BY CBC SECTION 1011.0. SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. 6, ALL GRADE LEVEL EXIT DOORS SHALL BE IDENTIFIED ON THE INSIDE WITH TACTILE EXIT SIGNAGE FOR GRADE LEVEL EXITS WITHOUT RAMP OR STAIRWAY CONFORMING TO CBC SECTION 1011.3. SIGNS SHALL BE MOUNTED BETWEEN 48" AND 60" AFF. SIGN MARKING SHALL CONFORM TO CBC 1115-1033, ITEM I. 1. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AT THE EXTERIOR WITH AND INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN CONFORMING TO CBC SECTION 15-103.12.1. SIGN SHALL BE POSTED ADJACENT TO THE DOOR AT 60" ABOVE THE WALKING SURFACE. -Ir [DOOR LANDING AREA TO BE SMOOTH HARD `SURFACE CONCRETE OR A.C. PAVING) WITH MAXIMUM SLOPE NOT MORE THAN 1/4" PER FOOT DET,41L A 8'-6" -&"I, U'-6" U Worww's (DO POWER POWER EXHAUST FAN \ VENTED TO 1 0 O.S. TYPICAL 2 _ 3 FD \ 4 5'-011 I Ce2f�J�O O NOTE: THESE DETAILS ARE FOR DIMENSIONAL REFEREhIGE ONLY IN LAYING OUT ROUGH PLUll"15 G. ACTUAL RR CONSTRUCTION SHALL BE BY SEPARATE PERMIT AND CONFORM WITH ALL APPLICABLE RExJiREMETiTB AT THE TIME OF CONSTRUCTION. 1 GRA RR m7vww"__ ALJ OPTIONAL MIRROR 3(o" RR ELEVATION 01 c�1 RR. FINISH NOTES A. PAINT GWB WITH 2 -COATS S.G. ENAMEL B. WAINSCOT TO BE PLASTIC LAMINATE OR 2 -PART EPDXY FINISH WHERE APPROVED BY BUILDING DEPARTMENT. C. 5" BASE TO BE SELF -COVE VINYL OR RUBBER - RUBBER BASE TO BE SEALED AT FLOOR. D. SMOOTH. HARD, NONABSORBENT FLOOR FINISH. MAY BE SHEET VINYL OR SEALED CONCRETE WITH CERAMIC TILE BASE OR SHEET VINYL FLOORING WITH SELF COVE BASE. SHEET VINYL SHALL BE APPROVED BY THE BUILDING DEPT. E. ALL W.C.'S TO HAVE ELONGATED BOWLS AND BE EQUIPPED WITH OPEN FRONT SEATS. F. PROVIDE SIGNS AT DOORS OR ENTRANCE TO REST ROOMS AS REQUIRED BY SECTION 2-511 OF TITLE 24. 1) MEN'S RR - 1/4" THICK WHITE TRIANGLE WITH 12" EDGES, VERTEX POINTING UP. SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY WITH DOOR. 2) WOMEN'S RR - 12" DIAMETER WHITE CIRCLE, 1/4". SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY WITH DOOR 3) UNISEX RR - 12" DIAMETER WHITE CIRCLE, 1/4" THICK WITH 1/4" THICK WHITE TRIANGLE SUPERIMPOSED. SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY WITH DOOR G. REST ROOMS SHALL HAVE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR SYMBOL SHALL BE 6" IN HEIGHT AND MOUNTED 60" ABOVE FLOOR WITH VERBAL DESCRIPTION OF ROOM USAGE (MEN'S RR, WOMEN'S RR, UNISEX SHOWER) BELOW. H. BRAILLE SIGN INDICATING ROOM USE MOUNTED BETWEEN 48" 4 60" AFF.. RR ELEVATION 02 GWB CEILING PAINTED S.G.E. sr G RR ELEVATION 04 r� O 0 GENERAL NOTES 1. ENGINEERING DESIGN LOADS ROOF LIVE LOAD: MINIMUMS PER CBG TABLE 1601A.1 WIND LOADING BASED ON: 110 MPH/EXPOSURE "C" SEISMIC DESIGN: SITE CATEGORY: D RISK CATEGORY: II SEISMIC IMPORTANCE FACTOR: 1.0 Ss = 0.592 SI = 0.226 SDI = 0293 SDS = 0.523 SDC = 'D' SFRS = OSMRF/OSCBF Gs = 0.1504 FRAME / =0.1619 BRACE ANALYSES BY EQUIVALENT LATERAL FORCE METHOD 2. CONSTRUCTION SHALL CONFORM TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING THE FOLLOWING: 2010 CALIFORNIA STATE BUILDING CODE, TITLE 24, PART 2 2010 CALIFORNIA STATE ELECTRICAL CO,DE,TITLE 24, PART 3 2010 CALIFORNIA STATE MECHANICAL CODE, TITLE 24, PART 4 2010 CALIFORNIA STATE PLUMBING CODE, TITLE 24, PART 5 2010 CALIFORNIA STATE ENERGY CODE, TITLE 24, PART 6 2010 CALIFORNIA STATE FIRE CODE, TITLE 24, PART 9 2010 CALIFORNIA GREEN BUILDING STANDARDS CODE 3. STEEL BUILDING SHALL BE DESIGNED BY OTHERS TO CBC AND MBMA REQUIREMENTS. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. 4. EACH SUBCONTRACTOR SHALL EXAMINE THE PLANS CAREFULLY WITH RESPECT TO ADJOINING WORK. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE BEGINNING OF WORK 5. THE SEAL AND SIGNATURE FOR THESE PLANS APPLIES ONLY TO THE DESIGN ON THE BUILDING COMPONENTS AND FEATURES SHOWN AND SPECIFICALLY DETAILED ON THESE PLANS AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. SPECIAL INSPECTIONS I. REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER CHAPTER 11 OF THE GBG AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. 2. THE SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER AND APPROVED BY THE ENGINEER. 3. SPECIAL INSPECTOR CERTIFICATIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT WITH THE PERMIT APPLICATION. THE SPECIAL INSPECTOR MUST BE APPROVED BY THE BUILDING DEPARTMENT PRIOR TO BEGINNING CONSTRUCTION. 4. ALL INSPECTOR'S HANDWRITTEN LOGS SHALL BE AVAILABLE ON THE J0561TE FOR REVIEW BY BUILDING DEPARTMENT FIELD INSPECTORS. 5, COPIES OF ALL INSPECTOR REPORTS SHALL BE FILED WITH THE LOCAL BUILDING DEPARTMENT AND CRANDALL ENGINEERING. REPORTS SHALL BE FILED WEEKLY DURING CONSTRUCTION. REPORTS SHALL NOTE ALL DISCREPANCIES WHETHER CORRECTED OR NOT, 6. UPON COMPLETION OF THE PROJECT, THE INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, PERFORMED IN CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CBC AND/OR ICC REPORT. 1. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING ITEMS AND PROCEDURES AS NOTED. (MICR STRI WATH DMTMG: A. ALL HIGH STRENGTH BOLTS ARE TO BE INSTALLED USING "TURN OF THE NUT" METHOD SPECIFIED IN THE 13TH EDITION OF THE AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". PERIODIC MONITORING OF BOLT TIGHTENING IS ACCEPTABLE WHEN USING "TURN OF THE NUT" METHOD. B. INSPECTOR SHALL VERIFY THAT ALL BOLTS AND WASHERS CONFORM WITH THE REQUIRED SPECIFICATION. C. INSPECTOR SHALL VERIFY THAT THE MEMBERS TO BE CONNECTED ARE PROPERLY ALIGNED PRIOR TO TIGHTENING. D. TESTER SHALL OBSERVE THE CALIBRATION PROCEDURES WHEN REQUIRED BY THE ASTM SPECIFICATION (A325 OR A490) AND MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL PLIES OF CONNECTED MATERIAL HAVE BEEN DRAWN TOGETHER. AWCFIOI1111B SET IN I•L4PC6* D CONCIIIIIISM A. STEEL ANCHORS SET IN HARDENED CONCRETE SHALL RECEIVE SPECIAL INSPECTION PER THIS SECTION. B. INSPECTOR SHALL VERIFY SIZE AND GRADE OF ANCHOR OR ANCHOR ROD, ROD MATERIAL, TYPE OF EPDXY ADHESIVE, AND SIZE OF DRILL BIT USED FOR BORING HOLE IN CONCRETE. G. INSPECTOR SHALL VERIFY PROPER DRILLING AND CLEANING OF HOLE, MIXING OF ADHESIVE AND INSERTION OF ROD. D. INSPECTOR SHALL ALSO NOTE AMBIENT TEMPERATURE FOR CONFORMANCE WITH REQUIREMENTS LISTING WHERE APPLICABLE. SOIL NOTES 1. FOUNDATION DESIGN IS BASED ON "SOILS INVESTIGATION FOR PROPOSED COMMERCIAL SHELL BUILDINGS FOR RICK CUDGEL - ENTLER AVE, CHICO", DATED 22/15/15 Y CRANDALL ENGINEERING. 2. FOUNDATION DESIGN PARAMETERS ARE: SOIL BEARING CAPACITY: 1500 PSF LATERAL BEARING: 150 PGF COEFFICIENT OF FRICTION: 025 3. THE PROPOSED BUILDING SITE IS LEVEL AND EXCAVATION WILL BE LIMITED TO STRIPPING THE 61TE OF ALL LOOSE MATERIAL VEGETATION AND LOOSE SURFACE SOILS. FILL FOR SUPPORT OF BUILDING SLAB AND ANY MINOR FILLS REQUIRED TO REPLACE OVEREXCAVATION REQUIRED AT SOFT SPOTS IS TO CONSIST OF GLEAN GRAVEL. 4. IF SOIL CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION THAT DIFFER FROM THOSE DESCRIBED IN THE REPORT, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY AND MEASURES TAKEN AS DIRECTED. Zolh iai ��I� LIGHT GAUGE STEEL FRAMM I. ALL LIGHT GAUGE STEEL STUDS, JOISTS AND TRACK SHALL BE GALVANIZED OR PAINTED SHAPES MADE FROM STEEL CONFORMING TO ASTM A448. GRADE A WITH A MINIMUM YIELD POINT OF 33,000 PSI. SHAPES AND SIZES NOTED ON THESE PLANS ARE STANDARD SHAPES AS LISTED IN THE STEEL STUD MANUFACTURER'S ASSOCIATION CATALOG AND LC B.O. ER NO. 4943P. DESIGNATED MEMBER SIZES ARE STANDARD M.S.MA. DESIGNATION. 2. ALL HAT, CHANNEL AND SUB -GIRT SECTIONS SHALL BE GALVANIZED SHAPES MADE FROM STEEL CONFORMING TO ASTM A445 GRADE A WITH A MINIMUM YIELD POINT OF 40,000 PSI AS MANUFACTURED BY BHP STEEL BUILDING PRODUCTS. 3. ALL STUD WALLS SHALL HAVE CONTINUOUS TOP AND BOTTOM TRACKS OF THICK- NESS MATCHING STUDS UNLESS NOTED OTHERWISE. TOP TRACKS SHALL BE SPLICED WITH 14" SECTIONS OF IDENTICAL MATERIAL INVERTED AND LAPPED 1" ON EACH SECTION AND ATTACHED WITH A MINIMUM OF 3-010 X I" SCREWS THROUGH EACH FLANGE OF EACH PIECE OR AS SHOWN ON THE PLANS. 4. ALL BOTTOM TRACK SHALL BE ATTACHED TO CONCRETE SUBSTRUCTURE WITH 0.14",P X 1 1/2" SHOT PINS AT 24" O.G. UNLESS NOTED OTHERWISE. 5. CONNECTIONS OF LIGHT GAUGE STEEL FRAMING SHALL BE ACCOMPLISHED BY MEANS OF SELF -DRILLING TEK SCREWS OF THE SIZE INDICATED ON THE PLANS. WHERE CONNECTION IS NOT SPECIFICALLY SHOWN, IT SHALL BE MADE AS NOTED BELOW OR PER THE STANDARD DETAILS SHOWN IN THE STEEL FRAMING MANUFACTURER'S SPECIFICATIONS AND APPROPRIATE ICC REPORT. STUD TO TRACK:: 1 - 010 SCREW EACH FLANGE JOIST TO TRACK: 2 - 010 SCREWS TO WALL TOP TRACK (1 THROUGH CLOSURE TRACK) AND 1 SCREW TO TOP FLANGE OF CLOSURE TRACK BRIDGING TO JOISTS: I - 010 SCREW AT EACH CROSSING BRACING TO STUDS: 1 - 010 SCREW AT EACH CROSSING 6. SCREW LENGTH SHALL BE ADEQUATE TO PENETRATE ALL REQUIRED COMPONENTS AND PROVIDE AT LEAST 1/4" PROJECTION OF THE THREADED PORTION BEYOND THE LAST COMPONENT. 1, SCREW THREADS FOR EACH SIZE SCREW SHALL BE AS FOLLOWS UNLESS SPECIFICALLY NOTED OTHERWISE: 08 SCREWS -16 THREADS PER INCH 010 SCREWS - 15 THREADS PER INCH 012, 014 4 1/4 SCREWS - 14 THREADS PER INCH 8. SCREWS FOR FASTENING STEEL TO STEEL SHALL BE STANDARD HEXAGONAL HEAD SCREWS UNLESS HEADS MAY INTERFERE WITH INSTALLATION OF FINISH SURFACING WHERE PAN -HEADED SCREWS MAY BE USED. SCREWS USED TO FASTEN PLYWOOD SHALL BE WAFER HEAD SCREWS. 9. MINIMUM SCREW SPACING AND EDGE DISTANCE SHALL BE AS FOLLOWS: 118 - 1/2" MINIMUM 010 4 012 - 3/4" MINIMUM 014 41/4 - I" MINIMUM 10, WHERE SHEET METALS OF DIFFERENT THICKNESS ARE TO BE FASTENED, SCREWS SHALL BE DRIVEN SO THAT THE THINNER METAL IS FIRST PENETRATED. 11. SHEET METAL SHEATHING FOR DESIGNATED SHEAR PANELS SHALL BE MADE FROM STEEL CONFORMING TO ASTM A448. GRADE A WITH A YIELD POINT OF 33,000 PSI. SHEETS OF HIGHER YIELD OR GREATER THICKNESS SHALL NOT BE SUBSTITUTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER CECO ROOFING, SIDING AND SOFFIT PANELS: I. STEEL SIDING, CANOPY 4 SOFFIT PANELS SHALL BE AS SUPPLIED BY CECO WITH FACTORY APPLIED FINISH IN COLOR AS NOTED ON ELEVATIONS. ROOFING SHALL BE CECO 'LOCKSEAM', CONGEALED -FASTENER PANELS WITH GALVALUME FINISH. 2. SIDING 4 SOFFIT PANELS SHALL BE FASTENED TO SUPPORTING MEMBERS AS NOTED BY CECO. WHERE SUPPORTING MEMBERS ARE FIELD INSTALLED, 012 GASKETED SCREWS SHALL BE USED AS FOLLOWS; SCREWS 6" O.G. AT PANEL ENDS SCREWS 12" O.G. AT PANEL INTERMEDIATE SUPPORTS SCREWS AT 30" O.G. ALONG PANEL SIDE LAPS. 3. "LOCKSEAM" ROOFING AND CANOPY PANELS SHALL BE FASTENED TO SUPPORTING MEMBERS WITH CLIPS AS NOTED BY CECO. 4. EXPOSED FLASHING SHALL BE CECO STANDARD PREFINISHED STEEL PARTS OR CUSTOM MADE FROM CECO ROLL -STOCK COLORED TO MATCH JOINED MATERIALS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL FLASHING, CLOSURE STRIPS AND OTHER MATERIALS AS REQUIRED FOR WEATHER -TIGHT CONSTRUCTION. CONCRETE NOTES I. CONCRETE SHALL BE A COMMERCIALLY AVAILABLE TRANSIT- MIX PROPERLY PROPORTIONED AND DELIVERED TO THE SITE IN READY -MIX TRUCKS. AGGREGATE SIZE SHALL BE A MAXIMUM OF 1-1/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATIONS. SLUMP SHALL NOT EXCEED 4". CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TOWELING. 2. ALL CEMENT SHALL CONFORM TO ASTM STANDARD C-150. ALL AGGREGATES SHALL CONFORM TO ASTM STANDARD C-33. 3. CONCRETE USED FOR FOUNDATIONS AND SLABS ON GRADE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. AND SHALL NOT CONTAIN LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD. 4. ALL REINFORCING BARS SHALL BE GRADE 40 (FY=40,000 PSI) EXCEPT WHERE NOTED OTHERWISE. REINFORCING SHALL CONFORM TO ASTM STANDARD A-615 EXCEPT WHERE WELDING OF REBAR 1.5 REQUIRED WHERE REINFORCING CONFORMING TO ASTM A106 SHALL BE USED. 5. REINFORCING MAY BE WIELDED ONLY AS SHOWN ON THESE PLANS. TACK WELDING TO HOLD FOR ALIGNMENT SHALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER PREHEAT ALL "1 AND LARGER BAR PER AWS D14-92. PREHEAT NOT REQUIRED FOR BAR SIZES "6 AND SMALLER 6. REINFORCING SHALL BE LAID OUT TO MINIMIZE THE NUMBER OF SPLICES. SPLICES IN CONTINUOUS REINFORCEMENT FOR BAR SIZES 03 THROUGH 08, SHALL LAP AS NOTED ON THE PLANS OR AS FOLLOWS: GRADE 40 REINFORCING BARS: MINIMUM OF 32 BAR DIAMETERS. GRADE 60 REINFORCING BARS: MINIMUM OF 48 BAR DIAMETERS. WIRE MESH: 12" OR 2 -WIRE SPACES, WHICHEVER IS GREATER, WHERE ALL BARS IN A MAT OR SECTION OF A BEAM ARE SPLICED AT THE SAME LOCATION OR MORE THAN 12" OF FRESH CONCRETE IS TO BE PLACED BELOW THE BARS, THE ABOVE DISTANCES SHALL BE INCREASED AN ADDITIONAL 30%. SPLICES IN BARS LARGER THAN 08 SHALL BE ONLY AS SHOWN ON THE PLANS. 1. UNLESS SHOWN OTHERWISE, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 2" EXCEPT WHEN CONCRETE 15 TO BE PLACED DIRECTLY AGAINST EARTH WHERE IT SHALL BE 3" 8. ALL ANCHOR BOLTS SHALL GONFORM WITH ASTM A-301. 9. SPECIAL INSPECTION OF CONCRETE FOR FOUNDATIONS AND SLABS -ON -GRADE IS P REQUIRED PER EXCEPTIONS 1 4 3 TO CBG SECTION 1104.4. CONCRETE SLAB CONSTRUCTION 1. CONCRETE SLAB AS SHOWN ON THE PLANS IS THE MINIMUM THICKNESS AND REINFORCING REQUIRED FOR STABILITY OF STEEL BUILDING AND IS ADEQUATE FOR NORMAL COMMERCIAL USE INCLUDING PNEUMATIC TIRED VEHICULAR TRAFFIC. IF HEAVY LOADING FROM STORED MATERIALS, RACKS, FORKLIFTS OR STATIONARY EQUIPMENT IS ANTICIPATED, THE ENGINEER SHOULD BE NOTIFIED AND SLAB THICKNESS AND REINFORCING MAY BE ADJUSTED. 2. GRAVEL BASE SHOWN IS TO PROVIDE STRUCTURAL BASE: FOR SLAB ONLY. NO PROVISIONS FOR PREVENTING GROUNDWATER INFILTRATION OR DAMPNESS OF THE SLAB ARE INCLUDED. IF BUILDING USE WILL BE SUCH THAT SLAB MUST BE DRY AT ALL TIMES, DAMP -PROOFING WITH PEA GRAVEL BASE, VISQUEEN AND 2" SAND TOPPING IS RECOMMENDED. 3. CRACK CONTROL JOINTING SHOWN MAY BE ALTERED AT THE CONTRACTOR'S OPTION PROVIDED THE JOINTS ARE SPACED AT APPROXIMATELY 12' INTERVALS IN BOTH DIRECTIONS. THE MAXIMUM SPACING SHALL IN NO CASE EXCEED 20'. 4. CRACK CONTROL JOINTS MAY BE MADE BY EITHER EMBEDDING AN APPROVED INSERT SUCH AS ZIP -STRIP OR KEY-KOLD IN THE CONCRETE OR BY SAW -CUTTING THE CONCRETE AS SOON AS PRACTICABLE AFTER PLACING. IF SAWCUTTING IS TO BE USED, AND NO SPECIAL JOINT DETAILS ARE SHOWN ON THE PLAN, CARE MUST BE EXERCISED SO AS NOT TO GUT HAIRPINS, FRAME TIES OR OTHER STRUCTURAL REINFORCING. 5. UNLESS SPECIFIED OTHERWISE, REINFORCING SHALL BE CONTINUOUS THROUGH THE CRACK -CONTROL JOINTS. PREFABRICATED STEEL BUILDING PLANS AND CALCULATIONS BY CECO BUILDING SYSTEMS FOR BUILDING NUMBER 14-5-11191, BEARING THE SIGNATURE AND SEAL OF RICHARD STEVENSON, C-38168, HAVE BEEN REVIEWED AND FOUND TO BE COMPATIBLE WITH THE OVERALL DESIGN OF THIS PROJECT O WILDING DATA 2013 -CBC OCCUPANCY GROUP: SHELL BUILDING INTENDED FOR USE AS THE ANY OF THE FOLLOWING OCCUPANCIES: B, M, Fl, F2, 81, 82 TYPE OF CONSTRUCTION: IIB (NO SPRINKLERS) LOCATION ON PROPERTY: NORTI-I: 88't TO EXISTING BUILDING (20' TO ASSUMED PL) EAST: 10' TO EXISTING BUILDING (20' TO ASSUIMED PL) SOUTH: 60' TO PL Y Q WEST: 12't TO EXISTING BUILDING (20' TO ASSUMED PL) FLOOR AREA: PROPOSED: 18,333 SQ FT. ALLOWABLE AREA: 12,000 SG2- FT. POR B, M, 81 4 Ft 15,000 SQ- FT. POR F2 4 82 INCREASE FOR SETBACK 4 -SIDES: 15% t/I Z O MAXIMUM AREA TO BE DETERMINED AS PART OF FUTURE PERMITS DIGHT: PROPOSED 11' MEAN ROOF, 22.-21 MAX ALLOWABLE DIGHT ■ 55' NUMBER OF STORIES: Q � PROPOSED : SINGLE STORY (WITH EXISTING MEZZANINE) ALLOWABLE : TWO STORY FOR PLANED OCCUPANCIES OCCUPANT LOAD: NOT DETERMINED V �r EXITS: REQUIRED: NOT DETERMINED N Z PROPOSED: 16 EXITS M d. 10 OD �� J p Q Wd'a� T V � ,4 SEPAiZ4TE PERMIT FROM 5UTTE COUNTY 'mcMZ GN1Q00 V rTl Lij WILL 5E REQUIRED FOR IMPROVEMENTS AND OCCUPANCY OF ALL SPACES. Lu 1� LIGHT GAUGE STEEL FRAMM I. ALL LIGHT GAUGE STEEL STUDS, JOISTS AND TRACK SHALL BE GALVANIZED OR PAINTED SHAPES MADE FROM STEEL CONFORMING TO ASTM A448. GRADE A WITH A MINIMUM YIELD POINT OF 33,000 PSI. SHAPES AND SIZES NOTED ON THESE PLANS ARE STANDARD SHAPES AS LISTED IN THE STEEL STUD MANUFACTURER'S ASSOCIATION CATALOG AND LC B.O. ER NO. 4943P. DESIGNATED MEMBER SIZES ARE STANDARD M.S.MA. DESIGNATION. 2. ALL HAT, CHANNEL AND SUB -GIRT SECTIONS SHALL BE GALVANIZED SHAPES MADE FROM STEEL CONFORMING TO ASTM A445 GRADE A WITH A MINIMUM YIELD POINT OF 40,000 PSI AS MANUFACTURED BY BHP STEEL BUILDING PRODUCTS. 3. ALL STUD WALLS SHALL HAVE CONTINUOUS TOP AND BOTTOM TRACKS OF THICK- NESS MATCHING STUDS UNLESS NOTED OTHERWISE. TOP TRACKS SHALL BE SPLICED WITH 14" SECTIONS OF IDENTICAL MATERIAL INVERTED AND LAPPED 1" ON EACH SECTION AND ATTACHED WITH A MINIMUM OF 3-010 X I" SCREWS THROUGH EACH FLANGE OF EACH PIECE OR AS SHOWN ON THE PLANS. 4. ALL BOTTOM TRACK SHALL BE ATTACHED TO CONCRETE SUBSTRUCTURE WITH 0.14",P X 1 1/2" SHOT PINS AT 24" O.G. UNLESS NOTED OTHERWISE. 5. CONNECTIONS OF LIGHT GAUGE STEEL FRAMING SHALL BE ACCOMPLISHED BY MEANS OF SELF -DRILLING TEK SCREWS OF THE SIZE INDICATED ON THE PLANS. WHERE CONNECTION IS NOT SPECIFICALLY SHOWN, IT SHALL BE MADE AS NOTED BELOW OR PER THE STANDARD DETAILS SHOWN IN THE STEEL FRAMING MANUFACTURER'S SPECIFICATIONS AND APPROPRIATE ICC REPORT. STUD TO TRACK:: 1 - 010 SCREW EACH FLANGE JOIST TO TRACK: 2 - 010 SCREWS TO WALL TOP TRACK (1 THROUGH CLOSURE TRACK) AND 1 SCREW TO TOP FLANGE OF CLOSURE TRACK BRIDGING TO JOISTS: I - 010 SCREW AT EACH CROSSING BRACING TO STUDS: 1 - 010 SCREW AT EACH CROSSING 6. SCREW LENGTH SHALL BE ADEQUATE TO PENETRATE ALL REQUIRED COMPONENTS AND PROVIDE AT LEAST 1/4" PROJECTION OF THE THREADED PORTION BEYOND THE LAST COMPONENT. 1, SCREW THREADS FOR EACH SIZE SCREW SHALL BE AS FOLLOWS UNLESS SPECIFICALLY NOTED OTHERWISE: 08 SCREWS -16 THREADS PER INCH 010 SCREWS - 15 THREADS PER INCH 012, 014 4 1/4 SCREWS - 14 THREADS PER INCH 8. SCREWS FOR FASTENING STEEL TO STEEL SHALL BE STANDARD HEXAGONAL HEAD SCREWS UNLESS HEADS MAY INTERFERE WITH INSTALLATION OF FINISH SURFACING WHERE PAN -HEADED SCREWS MAY BE USED. SCREWS USED TO FASTEN PLYWOOD SHALL BE WAFER HEAD SCREWS. 9. MINIMUM SCREW SPACING AND EDGE DISTANCE SHALL BE AS FOLLOWS: 118 - 1/2" MINIMUM 010 4 012 - 3/4" MINIMUM 014 41/4 - I" MINIMUM 10, WHERE SHEET METALS OF DIFFERENT THICKNESS ARE TO BE FASTENED, SCREWS SHALL BE DRIVEN SO THAT THE THINNER METAL IS FIRST PENETRATED. 11. SHEET METAL SHEATHING FOR DESIGNATED SHEAR PANELS SHALL BE MADE FROM STEEL CONFORMING TO ASTM A448. GRADE A WITH A YIELD POINT OF 33,000 PSI. SHEETS OF HIGHER YIELD OR GREATER THICKNESS SHALL NOT BE SUBSTITUTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER CECO ROOFING, SIDING AND SOFFIT PANELS: I. STEEL SIDING, CANOPY 4 SOFFIT PANELS SHALL BE AS SUPPLIED BY CECO WITH FACTORY APPLIED FINISH IN COLOR AS NOTED ON ELEVATIONS. ROOFING SHALL BE CECO 'LOCKSEAM', CONGEALED -FASTENER PANELS WITH GALVALUME FINISH. 2. SIDING 4 SOFFIT PANELS SHALL BE FASTENED TO SUPPORTING MEMBERS AS NOTED BY CECO. WHERE SUPPORTING MEMBERS ARE FIELD INSTALLED, 012 GASKETED SCREWS SHALL BE USED AS FOLLOWS; SCREWS 6" O.G. AT PANEL ENDS SCREWS 12" O.G. AT PANEL INTERMEDIATE SUPPORTS SCREWS AT 30" O.G. ALONG PANEL SIDE LAPS. 3. "LOCKSEAM" ROOFING AND CANOPY PANELS SHALL BE FASTENED TO SUPPORTING MEMBERS WITH CLIPS AS NOTED BY CECO. 4. EXPOSED FLASHING SHALL BE CECO STANDARD PREFINISHED STEEL PARTS OR CUSTOM MADE FROM CECO ROLL -STOCK COLORED TO MATCH JOINED MATERIALS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL FLASHING, CLOSURE STRIPS AND OTHER MATERIALS AS REQUIRED FOR WEATHER -TIGHT CONSTRUCTION. CONCRETE NOTES I. CONCRETE SHALL BE A COMMERCIALLY AVAILABLE TRANSIT- MIX PROPERLY PROPORTIONED AND DELIVERED TO THE SITE IN READY -MIX TRUCKS. AGGREGATE SIZE SHALL BE A MAXIMUM OF 1-1/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATIONS. SLUMP SHALL NOT EXCEED 4". CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TOWELING. 2. ALL CEMENT SHALL CONFORM TO ASTM STANDARD C-150. ALL AGGREGATES SHALL CONFORM TO ASTM STANDARD C-33. 3. CONCRETE USED FOR FOUNDATIONS AND SLABS ON GRADE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. AND SHALL NOT CONTAIN LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD. 4. ALL REINFORCING BARS SHALL BE GRADE 40 (FY=40,000 PSI) EXCEPT WHERE NOTED OTHERWISE. REINFORCING SHALL CONFORM TO ASTM STANDARD A-615 EXCEPT WHERE WELDING OF REBAR 1.5 REQUIRED WHERE REINFORCING CONFORMING TO ASTM A106 SHALL BE USED. 5. REINFORCING MAY BE WIELDED ONLY AS SHOWN ON THESE PLANS. TACK WELDING TO HOLD FOR ALIGNMENT SHALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER PREHEAT ALL "1 AND LARGER BAR PER AWS D14-92. PREHEAT NOT REQUIRED FOR BAR SIZES "6 AND SMALLER 6. REINFORCING SHALL BE LAID OUT TO MINIMIZE THE NUMBER OF SPLICES. SPLICES IN CONTINUOUS REINFORCEMENT FOR BAR SIZES 03 THROUGH 08, SHALL LAP AS NOTED ON THE PLANS OR AS FOLLOWS: GRADE 40 REINFORCING BARS: MINIMUM OF 32 BAR DIAMETERS. GRADE 60 REINFORCING BARS: MINIMUM OF 48 BAR DIAMETERS. WIRE MESH: 12" OR 2 -WIRE SPACES, WHICHEVER IS GREATER, WHERE ALL BARS IN A MAT OR SECTION OF A BEAM ARE SPLICED AT THE SAME LOCATION OR MORE THAN 12" OF FRESH CONCRETE IS TO BE PLACED BELOW THE BARS, THE ABOVE DISTANCES SHALL BE INCREASED AN ADDITIONAL 30%. SPLICES IN BARS LARGER THAN 08 SHALL BE ONLY AS SHOWN ON THE PLANS. 1. UNLESS SHOWN OTHERWISE, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 2" EXCEPT WHEN CONCRETE 15 TO BE PLACED DIRECTLY AGAINST EARTH WHERE IT SHALL BE 3" 8. ALL ANCHOR BOLTS SHALL GONFORM WITH ASTM A-301. 9. SPECIAL INSPECTION OF CONCRETE FOR FOUNDATIONS AND SLABS -ON -GRADE IS P REQUIRED PER EXCEPTIONS 1 4 3 TO CBG SECTION 1104.4. CONCRETE SLAB CONSTRUCTION 1. CONCRETE SLAB AS SHOWN ON THE PLANS IS THE MINIMUM THICKNESS AND REINFORCING REQUIRED FOR STABILITY OF STEEL BUILDING AND IS ADEQUATE FOR NORMAL COMMERCIAL USE INCLUDING PNEUMATIC TIRED VEHICULAR TRAFFIC. IF HEAVY LOADING FROM STORED MATERIALS, RACKS, FORKLIFTS OR STATIONARY EQUIPMENT IS ANTICIPATED, THE ENGINEER SHOULD BE NOTIFIED AND SLAB THICKNESS AND REINFORCING MAY BE ADJUSTED. 2. GRAVEL BASE SHOWN IS TO PROVIDE STRUCTURAL BASE: FOR SLAB ONLY. NO PROVISIONS FOR PREVENTING GROUNDWATER INFILTRATION OR DAMPNESS OF THE SLAB ARE INCLUDED. IF BUILDING USE WILL BE SUCH THAT SLAB MUST BE DRY AT ALL TIMES, DAMP -PROOFING WITH PEA GRAVEL BASE, VISQUEEN AND 2" SAND TOPPING IS RECOMMENDED. 3. CRACK CONTROL JOINTING SHOWN MAY BE ALTERED AT THE CONTRACTOR'S OPTION PROVIDED THE JOINTS ARE SPACED AT APPROXIMATELY 12' INTERVALS IN BOTH DIRECTIONS. THE MAXIMUM SPACING SHALL IN NO CASE EXCEED 20'. 4. CRACK CONTROL JOINTS MAY BE MADE BY EITHER EMBEDDING AN APPROVED INSERT SUCH AS ZIP -STRIP OR KEY-KOLD IN THE CONCRETE OR BY SAW -CUTTING THE CONCRETE AS SOON AS PRACTICABLE AFTER PLACING. IF SAWCUTTING IS TO BE USED, AND NO SPECIAL JOINT DETAILS ARE SHOWN ON THE PLAN, CARE MUST BE EXERCISED SO AS NOT TO GUT HAIRPINS, FRAME TIES OR OTHER STRUCTURAL REINFORCING. 5. UNLESS SPECIFIED OTHERWISE, REINFORCING SHALL BE CONTINUOUS THROUGH THE CRACK -CONTROL JOINTS. PREFABRICATED STEEL BUILDING PLANS AND CALCULATIONS BY CECO BUILDING SYSTEMS FOR BUILDING NUMBER 14-5-11191, BEARING THE SIGNATURE AND SEAL OF RICHARD STEVENSON, C-38168, HAVE BEEN REVIEWED AND FOUND TO BE COMPATIBLE WITH THE OVERALL DESIGN OF THIS PROJECT O Z Y Q t/I Z O W W Q � V �r W o N Z QLL W 3 to M d. 10 OD �� J p Q Wd'a� T V � Z oxoo ap LLI 04 'mcMZ GN1Q00 V rTl Lij V/ Lu 1� O z H U� s� Lu •aid zwd� lz OL 041O � � Q Q J O O LL W F U ALE: JOB NO: 13045 LE' C:\Users\PCUser\Desktop\14047 GUDGEL #3B\045-work6.dwg / Q�p!FWESS C N � Fyc T Z C 32934 EXP. 8/30/18 A, CmL OF C��-�F 2/25/2015 SHEET 41.2 ^r 10 STUCCO ON WWL OVER LIGHTGAUGE STEEL FRAMING. COLOR TO MATCH CECO 'LIGHTSTONE' LIGHTGAUGE STEEL BUILT-UP CORNICE \ CECO "LOCKSEAM" STEEL FASCIA PANELS. COLOR 'FERN GREEN' CECO "LOCKSEAM" STEEL COLC CECO "LOCKSEAM" STEEL FASCIA PANELS. COLOR 'FERN GREEN' NORTH / 6OUTH ELEVATION5 STUCCO ON W.JL OVER LIGHTGAUGE C.TCCI COAMILI/ 1-/ i en= T/'1 MATe-Ll I/4" IN 12 DETAIL ,4 9/8••1'-O• f:.7.7)=1 -IPL I i�LL C.�LHLIIVC.T IC./ pG SAFETY GLAZING 311-01, WE5T ELEVATION CECO "LOCKSEAM" STEEL I COLC SAFETY GLAZING STUCCO ON WWL OVER LIGHTGAUGE STFFL FRAMINn- COLOR TO MATCH ..—l— Al— �J I LCL ✓ly,/tl V: -T. I.iVLVI\ TO BE 'LIGHTSTONE' ^^ ^ SAFETY GLAZING EA&T ELEVATION STUCCO NOTES 1. STUCCO (EXTERIOR LATH AND PLASTER) SHALL BE APPLIED IN ACCORDANCE WITH SECTION 2508 OF THE CBC. APPLICATION SHALL BE IN THREE COATS OVER METAL LATH OR WIRE FABRIC AND TWO COATS WHEN APPLIED TO MASONRY OR CONCRETE. TOTAL THICKNESS SHALL NOT BE LESS THAN 1/8". 2. WHERE STUD WALL JOINS TO A SLAB AT GRADE, STUCCO SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW LATH AND PAPER. PROVIDE FLASHING OR WEEP SCREED AT SUCH JOINTS. ASSEMBLY. ALL GLAZING TO BE "t �,=L ♦/I l./"Vl3. SAFETY GLAZING TO BE 'LIGHTSTONE' NOTE: ALL EXTERIOR COLORS TO MATCH EXISTING WILDING IN DEVELOPMENT PRELIMINARY NOT FOR CONSTRUCTION TO BE 'LIGHTSTONE' CRANDALL ENGINEERINGELEVATIONS�w��° 4958 PONDEROSA WAY P.O. BOX 124 MIDPINES, CA 95345 PHONE: 209-966-4844 FAX: 209-966-4744 TIS: BUILDING •3 " GUDGEL CONSTRUCTION ON ENTLER AVENUE - CHICO G4 Q�°fEss�oN .� cR'�olyp = r C 32034 �,. �. B/3OrB F c"VIIL ��� c��-� REVISIONS: ��: Ate: 2/25/2015 SHEET A2 OF DATE MARK NOTE WENT GUDCsEL CONSTRUCTION 629 ENTLER AVE. SOX 36 CNICO, CA 95928 Pi-IONE: (530) 624-7998 Fly: C:\Users\PCUser\Desktop\140 GUDGEL #3B\045-work6.dwg ,va row. 13oa 5 wo i op -o F § 8 TITLE: 15UILDIW-o 03 FOR GrtUDG•sEL CONSTRUCTION �z no\ REVISIONS: m N N zz ON ENTLER AVENUE - CHICO, C,4 O� zrn J. �0 r- < �z O 00 n0 Dry -iD 1 0() m ONDpp n. �� O M1m A 00 �r r W FY c9 III« 4958 PONDEROSA WAY I 0 o 0 m P.O. BOX 124 rD- 3 N p M MIDPINES, CA 95345 rr N zm & N m �, 629 ENTLER AVE. BOX 36 z r m 4 3 -n { Nol m z < N N N 10'-6" r= µ°z per mo pNQI �z<�? -� N 03m z�n m mm1-� =0 zm �O c� 3�1O 6` Z z —+ r = c9 D"n liJr �D �Oo�O ,,o U3 -(r Om P() V3N Dzm 00 t E Or WOzU �o TTI (l� O�i r,m m-' /@ ---4 -.6D EC1N (lul C� (lmW� ON Db O� nzc9 J—r0 r rnp I VARIES VARIES - 20'-0" MAX. _N F § 8 TITLE: 15UILDIW-o 03 FOR GrtUDG•sEL CONSTRUCTION no\ REVISIONS: m PIGSr T zz ON ENTLER AVENUE - CHICO, C,4 DATE MARK NOTE J. o N I 5UILDING S CRANDALL ENGINEERING LJ n. �� O M1m W r W " 4958 PONDEROSA WAY I 0 o 0 �- P.O. BOX 124 cn N p CUENT GiUDGEL CONSTRUCTION MIDPINES, CA 95345 N ��,/ 629 ENTLER AVE. BOX 36 PHONE: 209-966-4844 FAX: 209-966-4744 �.�0 N a�N��`' Q 0 CHICO, CA 95928 0 ° PHONE: (530) 624-1SW 0 41v J ISTUDI 12" GIRT BY CECO 14 06300-110 HEADER EA SIDE / 4 -*121Z 11 12" GIRT '1� I BY CECO 5 - 012 II—F 600T250-54: SPLICE PER 4-"12 20 GA MCELROY 'MAC GIRT' SUBPURLINS g LOCATIONS SHOWN (TOTAL 8). SEE FOR CONNECTION .tel / r9 4 *12 /11 4 -*12 T rl 3626137'33 4-"12 4 -*12 (0005I31-33 \ I RIDING BY CECO I 26 GA PREFINISHED STEEL SOFFIT PANELS EQ L EQ DETAIL ,4 3/41181 I -ON 3 GUTTER BY EAVE STRUT DECO BY DECO SIDING BY CECO Z -GIRT BY CEGO� 3625150-54 • * 5 - "12 TRACK WITH *12 's 6" O.C. C12005I62-54 c HEADER EA SIDE �D OF STUD WALL \Q0 36 I ?S 3 2 - *12 AT EACH STUD 99 Z -GIRT BY / /11� CECO CECO "LOCKSEAM" 24 GA PREFINISHED STEEL FASCIA PANELS \20 GA PREFINISHED BOX SILL TRIM 3"t 20 GA MCELROY 'MAC GIRT' SUBPURLINS 6 LOCATIONS SHOWN (TOTAL 8). SEE FOR CONNECTION • - ` RA 4-"12 3625150-54 'n 33 4 -012 TRACK WITH 012 Q 6" O.C. cD IO 4 - "12 r5ET5AC< 4 - *12 0 800TI50-54 ( \ \ 6005(37-33 o12 s 12" O.C. y • EACH SIDE ----> Li 8" C-GIRTS SIMPSON L30 .LIP BY CEGO\ U1/ 4 - 010 SCREWS \�j SIDING BY CECO I, EQ DETAIL �3 3/41101 I -ON 3 CECO "LOCKSEAi" 1" 24 GA PREFINISHED STEEL FASCIA (PANELS \2D GA PREFINISHED BOX SILL TRIM `26 GA FIRE FIN SHED STEEL SOF IT ANEL6 EQ 3"t 4 I' MORTING MEMBER HOWN ELSEWHERE GA 'MAC GIRT" ° DETAIL rc NTS 3 12005162-54 STUDS 6005200-54 STUDS g 24" O.G. 0 24" O.G. / 0 14005300 - 118 HEADER EA SIDE 8"-12 EACH�I END OF HDR .I I.I FULL HEIGHT I I \2 - *12 TYPI 6006200-54 EACH STUD STUD EA END 6OOT250-54 CUT FLANGES AND HEADER TRACK H �\ BEND HEADER SPLICE PER TRACK AS SHOWN 2-012 EACH SIDE OPENING FORSTOREFRONT SECTION NTS 3 6D06200-54 STUDS m 24" O.C. (TYPICAL) 2-"12\, C5X12XO.I6 GIRT BY BUTLER 2 - "12 SIMPSON TSIS TOP 4 --- -- O I 012 SCREW EA STUD I I: 20 GA. BOTTOM AT CANOPY ( I I I '° 6005138-33 MCELROY 'MAC SUPPORT STUDS. 4.-O" O.G. GIRT' TOP AND z BOTTOM. 2-012 30' MIN 4�1 AT EA/ STUD i i STUCCO ON WWL 60° MA I LIGHTGAUGE Y Q SECTION f-= NTS 3 C -POST BY CECO CANOPY FRAMING .U5 S SHOWN S IMPSON 14005300 -Ile L'10 CLIP HEADER EA SIDE (U/ 8 *O (( I RE- 5CWS \2 - 012 TYPICAL EACH STUD 362SI3�-54 —STUDS s 24" D.G. ZORCGIRT 0 BY CECO O c� SECTION rr-"� NTS14.31 1 / OP TRACK TO MATCH STUDS TRIM FOR TIGHT FIT AT SPLICE r ,V,- ,• �' I I I I TYPICAL SCUDS I AS NOTED ON I WALL PLAN I SECTION KG "TS A3.0-�/ 3 - 012 EA STUD TO, GABLE ANGLE STUDS 24" O.C. 1- 08 SCREW AT EACH SIDE OF TRACK TO EACH STUD (TYPICAL) 12" INVERTED TOP TRACK SECTION WITH 12 - 08 SCREWS PURLINS BY CECO GABLE ANGLE BY CECO "-ENDWALLFRAME II (I ROOF BEAM BY CECO DETAIL rw NTS 3 GIRT BY CECO ZORZAS OCCURS STUDS 24" O.0 3 - "12 STUD TO G' DETAIL ri 3/4M. r-oN 3 26 GA G.I. CAP 54m TOP TRACK. SIZE TO �:1 MATCH STUDS. SEE STUDS g 24" O.C. DETAIL J 3/41'•1'-O° 3 .V PRELIMINARY NOT FOR CONSTRUCTION O I 012 SCREW EA STUD I I: 20 GA. ( I I I '° 6005138-33 MCELROY 'MAC CORNICE GIRT' TOP AND z BOTTOM. 2-012 AT EA/ STUD i i STUCCO ON WWL PBR SIDING BY GECO I LIGHTGAUGE STUDS g 24" O.C. DETAIL J 3/41'•1'-O° 3 .V PRELIMINARY NOT FOR CONSTRUCTION O z Y Q N z 0 5 W a � v d' 0 M� �D W W 0 z " WQ 3 M� N 00 �� J 0 It Q 0NVaci r � z OXWN Q a0z aj 11z N p0 01Q—= V va:.E V/ 1- U� to z U � m x --� ' 2 r � u— � Q ct1 W V 96 g oz T V Ld F v CALE: 1'-O" JOB NO: 13045 LE: C:\Users\PCUser\Desktop\14047 GUDGEL #3B\045-work6.dwg j ESSIS H �\ �R�go�y0 Z C 32034 up. 8/30/18 t. CIVIL \� CALF 2/25/2015 SHEET 43.2 �� 10 MAIM ELECTRICAL SERVICE AND METER PANELS EXISTING WATER LINE -----------� I r-------------� I I I I GAS I I ► RENTAL SPACE II II II ,.,,,` ••. I I I I I I I ,, , ,�„ � �� RENTAL SFACE 1 II o RENTAL SPACE 3 I I ,` I I RENTAL SPACE I II4"0 (1209 —71 L — — IIA / I .I,I:: • �,�� ���'� I � V I I I 1111 / I _ I : = I � �I I I 1/2"0 11/2 I I eco II I yr m 311-. 11 I I _ -1 ll _________________ 7, LE 1 I .I I I =Co 1 I/2°0 I 1 1/2 I 1 1i2�l0 I= IJ4 II II II t III :_� II I N � I II I t IIII I II II ' •11, ,11 (I I RENTAL SPACE 2 II 11 � II II II II RENTAL SPACE a RENTAL. SPACE 4 II II II II II � II ii II � l L _ _ II II ( II ' RENTAL SPACE �o � II II II II ' l ® L E ® ® ■ ■ d a ®tl e n n __ — n 1---1 IttQ Q —�—a ■ ■ e n n n n n i� CzCO i EXISTING SEPTIC TANK T� ANoffI/c5l' NEW SAN. SEWER DRAIN. SLOPE AT 1/4" PER FOOT _ UNLESS INDICATED OTHERWISE. SIZE 45 INDICATED Q CLEANOUT (F=FLOOR, G=GRADE) 1111111.11111111111111111111111111111 PVC CONDUIT FOR ELECTRICAL SF_RVICE TO EACH UNIT. SIZE A5 INDICATED. 0 z Y fY Q 0 5 W o Z W uj o N Z � a U. 3 W �� qo.q J N 0) J WNQ0) z r Z a.0WN Q �m0.z N p0 00_= eta�a 0 U �t �U v U X � W � .0 n cn IV J S f— (p Z--�>� aa� z w F v ALE: JOB NO: 1305 LE: C: \Users\PCUser\Desktop\14047 CUDGEL #3B\045-work6.dwg / 04% ESS10! C32U ov EXP. 6/30/16 �r �rF CMI OF CA1•�f 2/25/2015 SHEET u I �o nr 60d NAIL IN 215.48, NVGD EXISTING CATCH BASIN ENTLER AVE. ENTL E R ,1 -Se V E. 30.00' W U1 tL I Z EXISTING F.H. m � t t a 1 r 3t Ot Zr _ _ _ S51'43'01"W 320.68' ---------------------------------------------------- t _- 20, Q ' / �.--- i to - 13 I �/ 11600 SF� F, 1 A ul 1' X wu- SWIM ac ev'ric 00 // / PROPOSE WELL "5 -- --------- _r---------------------- --------- --I ewnc 60 PROPOSED WELL fro 1.; �I r N 1 , \ 1i BLIX� 6 1, ;. t � I 19200 S.F. � U, I ' 20' DRAINAGE EASEMENT PER RSN 88-03931 / eEPITc rc / �1 1 15' DRsemc `--___-__�AINAGE EASEMENT I � /_ PER 2006 1 – ---------------- ------------------------------------------------------ --------------- V -- EXISTING F.H. 556 °43'01 "W 02 EXISTING A.C. PAVING TO'RFMAIN ---� r---'1 r---1 r-------------',, —1 r ---n r----1 r--- �.:...j x ----------------- lz--4 EXISTING IC Fy --; EXISTING A.C. PAVING TO REMAIN ------------------------ --------L EXISTING WELL 0 \ - „ W N4S°58 =-. -���� so/ EXISTING ��l000-/r F.H. SEPTIC IA _ 9 I z 1 r 11 �_____-__� 1 t I (u ' 1 z I 1 BLDCs 240005'F.' . \ t IX II I i W 1 x I .: .., :.. : • •. ' C ORETIE APRON ' //�T�7ll/71TT�7lT/�ll J`1/f�`f1�` `fi/ `y�`lffy`1fi` ----------------------'=--------- ' PROPOSED X I I % elwrlc x ee rlc m WELL 01 \ �t — _ — _ — _ _ _ fo \ i EXI5TING WELL 1 DRAINAGE EASEMENT 0 . PER RSN 88-03931 - kX-X = X -k -X -k -X -k -XXX -X -x X -XX -X -X— J� X — - X��X 1, 6'38'S0"E - 481.16' A N56 °42 42 E I 1 16*4 I I EXISTING DRAINAGE DITCH EXISTING/ IMPROVEMENTS EXISTINGEXISTING DITCH BUILDING AREA t PARKJWs SPACES PHASE BUILDING AREA SPACES 1 24,000 SF. 56 (E) i % 22,000 SF. 56 (E) 3 19,550 24 4 21,250 SR 39 (E) 5 11b00 SF. 25 Lo; �I ; `. 29 ; 24,000 SF. 27 / ., o / , m / �. N Z O_ - „ W N4S°58 =-. -���� so/ EXISTING ��l000-/r F.H. SEPTIC IA _ 9 I z 1 r 11 �_____-__� 1 t I (u ' 1 z I 1 BLDCs 240005'F.' . \ t IX II I i W 1 x I .: .., :.. : • •. ' C ORETIE APRON ' //�T�7ll/71TT�7lT/�ll J`1/f�`f1�` `fi/ `y�`lffy`1fi` ----------------------'=--------- ' PROPOSED X I I % elwrlc x ee rlc m WELL 01 \ �t — _ — _ — _ _ _ fo \ i EXI5TING WELL 1 DRAINAGE EASEMENT 0 . PER RSN 88-03931 - kX-X = X -k -X -k -X -k -XXX -X -x X -XX -X -X— J� X — - X��X 1, 6'38'S0"E - 481.16' A N56 °42 42 E I 1 16*4 I I EXISTING DRAINAGE DITCH EXISTING/ IMPROVEMENTS EXISTINGEXISTING DITCH BUILDING AREA t PARKJWs SPACES PHASE BUILDING AREA SPACES 1 24,000 SF. 56 (E) 2 22,000 SF. 56 (E) 3 19,550 24 4 21,250 SR 39 (E) 5 11b00 SF. 25 6 19,200 SF. 29 1 24,000 SF. 27 TOTAL 147AOO SF. 236 SPACES I EXISTING CURB AND GUTTER NORFIELD AVE. -EXISTING F.H. Lo Lo V" C ■ C2 A1.1 EXISTING BUILDING t A, PROPOSED BUILDING THIS PROJECT J/ FUTURE BUILDING BY SEPARATE PERMIT ' • ' PROPOSED WALK OR CONCRETE SLAB ON GRADE 6" THICK WITH 6/6/10/10 WWM EXISTING 6" VERTICAL CURB DESIGNATED ACCESSIBLE PATH OF TRAVEL. PAINT PAVEMENT WITH 6" WIDE WHITE STRIPES AT BORDER AND 3' O.G. -_– ------------ --------- FUTURE CURB/CURB AND GUTTER x / AREA RESERVED FOR SEPTIC DRAIN FIELD OQ O u OWNER �J GUC>GEL CONSTRICTION 629 ENTLER AVE. BOX 36= CHICO, C4 95928 PHONE: (530)-624—'1998 PROJECT LOCAITON 0 629 ENTLER AVE. t 0 CHICO, C4 95928 0 p PHONE: (530)-624-7998 X OF DRawiuGs (� � SltE i=LAN p� SITE DETAIL FLOOR PLAN .41.2 FLOOR PAN DETAILS t NOTE: E�0'_42 VATIONS 5ITE ��—AN= I�� _X43.1 8U� DINGs SECTIONS BENCH MAW-- &Od NAIL IN GUTTER APPROXIMATELY 295' WEST OF NORTHWESTERLY PROPERTY CORNER ELEVATION 215.45 NVG0. .43.2 FiZ4M f NG DETAILS 51.1 FOUNDATION PLAN 812 FOUNDATION DETAILS U1 UTILITY LAYOUT BUTTE COUNTY FEB 2 6 2015 DEVELOPMENT SERVICES O Z Y Q N Z O_ W � 'Q 0 V z � o� W Z I c z X W 3 Lo 0� to �r co J J Q N 1 rL, 0 •0rV 1 Z a o x 0 0 ap �m=w V eta�a_ X J 3: to C'4 lU 'Q —1 U J � � Q� 0- J W F v ALF_: NO. 14041 LE: C: \Users\PCUser\Desktop\14047 GUDGEL #3B\045-C1.dwg AcC m,.1 � ,.- 13 - 20,to., 7 2/25/2015 SHEET 1 OF O O PARKING p BUMPER N DETAIL a '0 SICrtNS t MARKING 4CRETE OR A.C. /ING WITH 2% MAX )PE NT 'NO PARKING' 4 12" LETTERS �'IINTERNATIONAL SYMBOL OF ACCESSIBILITY v 5IGN INDICATING PUBLIC ENTRANCE. CBG 112"l 5.3 ACCESSIBLE PARKING SPACE IDENTIFICATION SIGN 2 PER CBG 1125 5.5, MOUNTED AT 80" ABOVE FG WITH 'VAN ACCESSIBLE" SIGN MOUNTED IMMEDIATELY BELOW THE WHEELCHAIR SYMBOL. SEE m 36" SQUARE SHOWING PROFILE VIEW OF WHEELCHAIR AND OCCUPANT. WHITE ON BLUE BACKGROUND. LOCATE AS SHOWN SO MARKING IS VISIBLE WHEN SPACE IS OCCUPIED. PAVEMENT SURFACE MARKING - AREA TO BE STRIPED PER GBG II5-185 SIGN CONFORMING WITH GBG 112SBA STATING 5 "UNAUTHORIZED VEHICLES ... MAY BE TOWED AT OWNER'S EXPENSE.... " SEE a 12" PARKING ONLY3" WHITE LETTERS >- ---" vf� VAN REFLECTORIZED SIGNS ACCESSIBLE MARKWITH WHITE MING ON BLUE BACKGROUND AS SHOWN. r[F IMUM lb $250 0 DETAIL rB"**N G2 22" MIN UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING DETAIL rc�� Nn G2 BLANK SPACES TO BE FILLED IN WITH APPROPRIATE INFORMATION AS PERMANENT PART OF SIGN. TO ENTLER AVE SIDEWALK ll-� SITE DETAIL: I" = 20' 1 KEY NOTE ALL. NIFIWVVIENTS ARE EXISTNG UNLESS NO'TIRD OT1allLUIS>= NEW CONCRETE WALKWAY. ro" CONCRETE ON Co" AGG. BASE NEW A.C. PAVING. 3" A.C. OVER 8" AGG. BASE OVER COMPACTED ///////z, SUBGRADE DESIGNATED PATH OF TRAVEL FROM PROPOSED BUILDING TO ENTLER AVENUE. PER PARCEL MAP BY FEENY ENGINEERING AND SURVEYING. CURRENTY UNDER REVUE BY BUTTE COUNTY IP�R�ELIMINARY NOT FOR CONSTRUCTION EXISTING FH O Z ]C Q V) Z O 5 w Q o ti d' i�. W W 0 N Z o (45 W U. a M� N J �� Q W '� Q t0 os Z 0XWN ap cm°'o Lij 1- U V � � r a �co\Q l IL lU LU .Q Q� tea. LJ W F U ALE: JOB NO: 13045 LE: C: \Users\PCUser\Desktop\14047 CUDGEL #38\045-C2.dwg Q�pf ESSI QftAtF C 32034 E%P.6/30/16 cmL CA��F 2/25/2015 SHEET C2 p, m-ps 0 Dr - (ED o-� 0 0 0 0 0 0 0 0 0 229'-O" UNCOND I T I ONE D SPACE II II JL I now II II II II _ — J I I =L00fR N, 1/S _ II_p IBUILDING AREA: 18,33 OF. ® PROVIDE WALL MOUNTED 2,4:10 -BC FIRE EXTINCxUISHER IN GABINET OR BRACKET WITH TOP NO MORE THAN 5' FROM F.F. VERIFY LOCATIONS WITH FIRE MARSHAL PRIOR TO INSTALLATION. UNCONDITIONED SPACE UNCONDITIONED SPACE I I —11 I j F II II I I II �I .11. / iI101 SIIII I `� Q'll ------------------ ----------- --- -- -------------- -------------- I�--' II v II I I �I Il I I�FuOI= RR USP MB FOR UR LL=== II II II II II I i pQ�c�o��a�QQ� FIRE DEPARTMENT REQUIREMENTS: H01-7 [F 0 Q C O H 0 1T Q uc c-7 0 0 H 1. PROVIDE ONE 2A:105C FIRE EXTINCxU15HER MOUNTED IN CABINET OR ON BRACKET 50 TOP 15 NO MORE THAN 5' ABOVE F.F. AT nom' WILDING 03 FOR CsUDC�eEL CONSTRUCTION REVISIONS: CSE: SHEET EACH UNIT. ON ENTLER AVENUE - CHICO, CA Esso Qaof H E`M CR DATE MARK NOTE 2. POST SUITE ApDRE55 ON EACH SEPARATE UNIT AT FRONT CRANDALL ENGINEERING �L OOIR FLAN ��' fv ti� Z ATE. (NOT ON DOOR) AND EACH B ACK DOOR. • � '6'! 2/25/2015 4958 PONDEROSA WAY I ,4RTMENT (530-538-683-( X166) IF HAZARDOUS 3. NOTIFI' FIFE DEP STORArSE WILL BE CONDUCTED IN P.O. BOX 124 MIDPINES, CA 95345 CLIENT C� CGEL CON MCTION C DF. 6/30/16 /30�' �7r� Ci!N1. C: Users PCUser Deskto 140 • CUDGEL � Q\045\works.dwg OPERATIONS, PROCESSES OR ANI' UNIT. A SPECIAL PERMIT FROM HE FIRE DEPARTMENT MAI' PHONE: 209-966-4844 FAX: 209-966-4744 629 ENTLER AVE. SOX 36 �� ofi CA+-�F BE REQUIRED. 041CO, CA 95928 Na OF O PHONE: (530) 624-'1998 13045 X 4 TACTILE EXIT SIGN BUILDING INTERIOR O INTERNATIONAL SYMBOL ' OF ACCESSIBILITY SIGN 21-01 \DOOR LANDING AREA TO BE SMOOTH HARD 5 _p SURFACE CONCRETE OR A.G. PAVING) WITH MAXIMUM SLOPE NOT MORE THAN 1/4" PER FOOT D�'1',41L ,4 to EXIT DOOR pw«,IIs1T8 I. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. 2. DOOR HARDWARE SHALL CONFORM TO CBG SECTION 1008.1.9 AND BE 'MOUNTED BETWEEN 34" s 44" ABOVE THE FINISHED FLOOR DOOR HARDWARE SHALL BE SINGLE -EFFORT, LEVER TYPE HARDWARE CONFORMING TO CBC II5-4042.1 AND NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE. 3. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CATCHING OR CREATING A HAZARDOUS CONDITION. CBC II5-4042.10. 4. THE MAXIMUM EFFORT REQUIRED TO OPEN DOORS (OTHER THAN FIRE DOORS) SHALL NOT EXCEED 5 LBS. CBC IIB -4042.9 5. EXIT SIGNS SHALL BE INSTALLED AT ALL EXIT DOORWAYS AS REQUIRED BY CBG SECTION 1011.0. SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. (o. ALL GRADE LEVEL EXIT DOORS SHALL BE IDENTIFIED ON THE INSIDE WITH TACTILE EXIT SIGNAGE FOR GRADE LEVEL EXITS WITHOUT RAMP OR STAIRWAY CONFORMING TO CBC SECTION 1011.3. SIGNS SHALL BE MOUNTED BETWEEN 48" AND 60" A.F.F. SIGN MARKING SHALL CONFORM TO CBC I115-1033, ITEM I. 7. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AT THE EXTERIOR WITH AND INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN CONFORMING TO CBC SECTION I5-103.12.1. SIGN SHALL BE POSTED ADJACENT TO THE DOOR AT 60" ABOVE THE WALKING SURFACE. 8'-6" 3 1/2" 1-6111, U'-6" WOMEN'S t-._.- -eO POWER EXHAUST FAN VENTED TO 1 O.S. TYPICAL 2 3 4 E>1-011FD GL F2 IM O NOTE: THESE DETAILS ARE FOR DIMENSIONAL REFERENCE ONLY IN LAYING OUT ROUGH PLUMBMG. ACTUAL RR CONSTRUCTION SHALL BE BY SEPARATE PERMIT AND COWOFill WITH ALL APPLICABLE REWIREMENTS AT THE TIME OF CONSTRUCTION. EI1 OPTIONAL MIRROR 36" C X � z � � � C � D 0 RR ELEVATION M 1 1/2"4, SS GRAB BAR m RR ELEVATION 03 r R.R. FINISH NOTES A. PAINT GWB WITH 2-COAT5 S.G. ENAMEL B. WAINSCOT TO BE PLASTIC LAMINATE OR 2 -PART EPDXY FINISH WHERE APPROVED BY BUILDING DEPARTMENT. C. 5" BASE TO BE SELF -COVE VINYL OR RUBBER. RUBBER BASE TO BE SEALED AT FLOOR. D. SMOOTH. HARD, NONABSORBENT FLOOR FINISH. MAY BE SHEET VINYL OR SEALED CONCRETE WITH CERAMIC TILE BASE OR SHEET VINYL FLOORING WITH SELF COVE BASE. SHEET VINYL SHALL BE APPROVED BY THE BUILDING DEPT. E. ALL W.C.'S TO HAVE ELONGATED BOWLS AND BE EQUIPPED WITH OPEN FRONT SEATS. F. PROVIDE SIGNS AT DOORS OR ENTRANCE TO REST ROOMS AS REQUIRED BY SECTION 2-511 OF TITLE 24. 1) MEN'S RR - 1/4" THICK WHITE TRIANGLE WITH 12" EDGES, VERTEX POINTING UP. SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY WITH DOOR. 2) WOMEN'S RR - 12" DIAMETER WHITE CIRCLE, 1/4". SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY WITH DOOR 3) UNISEX RR - 12" DIAMETER WHITE CIRCLE, 1/4" THICK (WITH 1/4" THICK WHITE TRIANGLE SUPERIMPOSED. SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY WITH DOOR G. REST ROOMS SHALL HAVE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR SYMBOL SHALL BE 6" IN HEIGHT AND MOUNTED 60" ABOVE FLOOR WITH VERBAL DESCRIPTION OF ROOM USAGE (MEN'S RR, WOMEN'S RR, UNISEX SHOWER) BELOW. H. BRAILLE SIGN INDICATING ROOM USE MOUNTED BETWEEN 48" 4 60" AP.F_ RR ELEVATION 02 GWB CEILING PAINTED S.G.E. O � �r C RR ELEVATION 04 `e GWNERAL. NOTES 1. ENGINEERING DESIGN LOADS ROOF LIVE LOAD: MINIMUMS PER CBG TABLE 1601A.1 WIND LOADING BASED ON: 110 MPH/EXPOSURE "C" SEISMIC DESIGN: SITE CATEGORY: D RISK CATEGORY: II SEISMIC IMPORTANCE FACTOR: 1.0 Ss = 0.592 SI = 0226 SDI = 02,33 SDS = 0.523 SDC = 'D' SFRS = OSMRF/OSCBF Cs = 0.1504 FRAME / =0.1619 BRACE ANALYSES BY EQUIVALENT LATERAL FORCE METHOD 2. CONSTRUCTION SHALL CONFORM TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING THE FOLLOWING: 2010 CALIFORNIA STATE BUILDING CODE, TITLE 24, PART 2 2010 CALIFORNIA STATE ELECTRICAL CODE,TITLE 24, PART 3 2010 CALIFORNIA STATE MECHANICAL CODE, TITLE 24, PART 4 2010 CALIFORNIA STATE PLUMBING CODE, TITLE 24, PART 5 2010 CALIFORNIA STATE ENERGY CODE, TITLE 24, PART 6 2010 CALIFORNIA STATE FIRE CODE, TITLE 24, PART 9 2010 CALIFORNIA GREEN BUILDING STANDARDS CODE 3. STEEL BUILDING SHALL BE DESIGNED BY OTHERS TO CBC AND MBMA REQUIREMENTS, MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. 4. EACH SUBCONTRACTOR SHALL EXAMINE THE PLANS CAREFULLY WITH RESPECT TO ADJOINING WORK. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE BEGINNING OF WORK 5. THE SEAL AND SIGNATURE FOR THESE PLANS APPLIES ONLY TO THE DESIGN ON THE BUILDING COMPONENTS AND FEATURES SHOWN AND SPECIFICALLY DETAILED ON THESE PLANS AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. SPECIAL INSPECTIONS I. REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER CHAPTER 1-1 OF THE CBG AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. 2. THE SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER AND APPROVED BY THE ENGINEER. 3. SPECIAL INSPECTOR CERTIFICATIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT WITH THE PERMIT APPLICATION. THE SPECIAL INSPECTOR MUST BE APPROVED BY THE BUILDING DEPARTMENT PRIOR TO BEGINNING CONSTRUCTION. 4. ALL INSPECTOR'S HANDWRITTEN LOGS SHALL BE AVAILABLE ON THE J0561TE FOR REVIEW BY BUILDING DEPARTMENT'FIELD INSPECTORS. 5. COPIES OF ALL INSPECTOR REPORTS SHALL BE FILED WITH THE LOCAL BUILDING DEPARTMENT AND CRANDALL ENGINEERING. REPORTS SHALL BE FILED WEEKLY DURING CONSTRUCTION. REPORTS SHALL NOTE ALL DISCREPANCIES WHETHER CORRECTED OR NOT. 6. UPON COMPLETION OF THE PROJECT, THE INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, PERFORMED IN CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GBC AND/OR ICC REPORT. '1. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING ITEMS AND PROCEDURES AS NOTED. HW 6TIRROTH COLTING: A. ALL HIGH STRENGTH BOLTS ARE TO BE INSTALLED USING "TURN OF THE NUT" METHOD SPECIFIED IN THE 13TH EDITION OF THE AISG "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A4SO BOLTS". PERIODIC MONITORING OF BOLT TIGHTENING IS ACCEPTABLE WHEN USING "TURN OF THE NUT" METHOD. B. INSPECTOR SHALL VERIFY THAT ALL BOLTS AND WASHERS CONFORM WITH THE REQUIRED SPECIFICATION.. C. INSPECTOR SHALL VERIFY THAT THE MEMBERS TO BE CONNECTED ARE PROPERLY ALIGNED PRIOR TO TIGHTENING. D. TESTER SHALL OBSERVE THE CALIBRATION PROCEDURES WHEN REQUIRED BY THE ASTM SPECIFICATION (A325 OR A4'30) AND MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL PLIES OF CONNECTED MATERIAL HAVE BEEN DRAWN TOGETHER. ANCHORS SET IN HAP00,00 CONCIRETE A. STEEL ANCHORS SET IN HARDENED CONCRETE SHALL RECEIVE SPECIAL INSPECTION PER THIS SECTION. B. INSPECTOR SHALL VERIFY SIZE AND GRADE OF ANCHOR OR ANCHOR ROD, ROD MATERIAL, TYPE OF EPDXY ADHESIVE, AND SIZE OF DRILL BIT USED FOR BORING HOLE lig! CONCRETE. C. INSPECTOR SHALL VERIFY PROPER DRILLING AND CLEANING OF HOLE, MIXING OF ADHESIVE AND INSERTION OF ROD. D. INSPECTOR SHALL ALSO NOTE AMBIENT TEMPERATURE FOR CONFORMANCE WITH REQUIREMENTS LISTING WHERE APPLICABLE. SOIL NOTES 1. FOUNDATION DESIGN IS BASED ON "SOILS INVESTIGATION FOR PROPOSED COMMERCIAL SHELL BUILDINGS FOR RICK GUIDGEL - ENTLER AVE, CHICO", DATED 22/15/15 Y CRANDALL ENGINEERING. 2. FOUNDATION DESIGN PARAMETERS ARE: SOIL BEARING CAPACITY: 1500 PSF LATERAL BEARING: 150 PGF COEFFICIENT OF FRICTION: 025 3. THE PROPOSED BUILDING SITE IS LEVEL AND EXCAVATION WILL BE LIMITED TO STRIPPING THE SITE OF ALL LOOSE MATERIAL VEGETATION AND LOOSE SURFACE SOILS. FILL FOR SUPPORT OF BUILDING SLAB AND ANY MINOR FILLS REQUIRED TO REPLACE OVEREXCAVA'TION REQUIRED AT SOFT SPOTS IS TO CONSIST OF CLEAN GRAVEL 4. IF SOIL CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION THAT DIFFER FROM THOSE DESCRIBED IN THE REPORT, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY AND MEASURES TAKEN AS DIRECTED. r,?O\o et'l t� `�, LIGHT GAUGE STEEL FR-AMm ` 1. ALL LIGHT GAUGE STEEL STUDS, JOISTS AND TRACK SHALL BE GALVANIZED OR PAINTED SHAPES MADE FROM STEEL CONFORMING TO ASTM A448. GRADE A WITH A MINIMUM YIELD POINT OF 33,000 PSI. SHAPES AND SIZES NOTED ON THESE PLANS ARE STANDARD SHAPES AS LISTED IN THE STEEL STUD MANUFACTURER'S ASSOCIATION CATALOG AND I.C.B.O. ER NO. 4943P. DESIGNATED MEMBER SIZES ARE STANDARD M.S.M.A. DESIGNATION. 2. ALL HAT, CHANNEL AND SUB -GIRT SECTIONS SHALL BE GALVANIZED SHAPES MADE FROM STEEL CONFORMING TO ASTM ,4445 GRADE A WITH A MINIMUM YIELD POINT OF 40,000 PSI AS MANUFACTURED BY BHP STEEL BUILDING PRODUCTS. 3. ALL STUD WALLS SHALL HAVE CONTINUOUS TOP AND BOTTOM TRACKS OF THICK- NESS MATCHING STUDS UNLESS NOTED OTHERWISE. TOP TRACKS SHALL BE SPLICED WITH 14" SECTIONS OF IDENTICAL MATERIAL INVERTED AND LAPPED P ON EACH SECTION AND ATTACHED WITH A MINIMUM OF 3-010 X V SCREWS THROUGH EACH FLANGE OF EACH PIECE ORAS SHOWN ON THE PLANS. 4. ALL BOTTOM TRACK SHALL BE ATTACHED TO CONCRETE SUBSTRUCTURE WITH 014"0 X 1 1/2" SHOT PINS AT 24" O.G. UNLESS NOTED OTHERWISE. 5. CONNECTIONS OF LIGHT GAUGE STEEL FRAMING SHALL BE ACCOMPLISHED BY MEANS OF SELF -DRILLING TEK SCREWS OF THE SIZE INDICATED ON THE PLANS. WHERE CONNECTION IS NOT SPECIFICALLY SHOWN, IT SHALL BE MADE AS NOTED BELOW OR PER THE STANDARD DETAILS SHOWN IN THE STEEL FRAMING MANUFACTURER'S SPECIFICATIONS AND APPROPRIATE ICC REPORT. STUD TO TRACK:: 1 - 010 SCREW EACH FLANGE JOIST TO TRACK: 2 - 010 SCREWS TO WALL TOP TRACK (I THROUGH CLOSURE TRACK) AND 1 SCREW TO TOP FLANGE OF CLOSURE TRACK BRIDGING TO JOISTS: I - "10 SCREW AT EACH CROSSING BRACING TO STUDS: I - "10 SCREW AT EACH CROSSING 6. SCREW LENGTH SHALL BE ADEQUATE TO PENETRATE ALL REQUIRED COMPONENTS AND PROVIDE AT LEAST 1/4" PROJECTION OF THE THREADED PORTION BEYOND THE LAST COMPONENT. 1. SCREW THREADS FOR EACH SIZE SCREW SHALL BE AS FOLLOWS UNLESS SPECIFICALLY NOTED OTHERWISE: "8 SCREWS -I8 THREADS PER INCH 010 SCREWS - 15 THREADS PER INCH 012, 014 4 1/4 SCREWS - 14 THREADS PER INCH 8. SCREWS FOR FASTENING STEEL TO STEEL SHALL BE STANDARD HEXAGONAL HEAD SCREWS UNLESS HEADS MAY INTERFERE WITH INSTALLATION OF FINISH SURFACING WHERE PAN -HEADED SCREWS MAY BE USED. SCREWS USED TO FASTEN PLYWOOD SHALL BE WAFER HEAD SCREWS. 9. MINIMUM SCREW SPACING AND EDGE DISTANCE SHALL BE AS FOLLOWS: 08 - 1/2" MINIMUM 010 4 012 - 3/4" MINIMUM 014 4 1/4 - V MINIMUM 10. WHERE SHEET METALS OF DIFFERENT THICKNESS ARE TO BE FASTENED, SCREWS SHALL BE DRIVEN SO THAT THE THINNER METAL IS FIRST PENETRATED. 11. SHEET METAL SHEATHING FOR DESIGNATED SHEAR PANELS SHALL BE MADE FROM STEEL CONFORMING TO ASTM A448. GRADE A WITH A YIELD POINT OF 33,000 PSI. SHEETS OF HIGHER YIELD OR GREATER THICKNESS SHALL NOT BE SUBSTITUTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER CECO ROOFING, SIDING AND SOFFIT PANELS: I. STEEL SIDING, CANOPY 4 SOFFIT PANELS SHALL BE AS SUPPLIED BY CECO WITH FACTORY APPLIED FINISH IN COLOR AS NOTED ON ELEVATIONS. ROOFING SHALL BE CECO 'LOCKSEAM', CONCEALED -FASTENER PANELS WITH GALVALUME FINISH. 2, SIDING 4 SOFFIT PANELS SHALL BE FASTENED TO SUPPORTING MEMBERS AS NOTED BY CECO. WHERE SUPPORTING MEMBERS ARE FIELD INSTALLED, *12 GASKETED SCREWS SHALL BE USED AS FOLLOWS; SCREWS 6" O.C. AT PANEL ENDS SCREWS 12" O.C. AT PANEL INTERMEDIATE SUPPORTS SCREWS AT 30" O.C. ALONG PANEL SIDE LAPS. 3. "LOCK5EAh1" ROOFING AND CANOPY PANELS SHALL BE FASTENED TO SUPPORTING MEMBERS WITH CLIPS AS NOTED BY CECO. 4. EXPOSED FLASHING SHALL BE CECO STANDARD PREFINISHED STEEL PARTS OR CUSTOM MADE FROM CECO ROLL -STOCK COLORED TO MATCH JOINED MATERIALS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL FLASHING, CLOSURE STRIPS AND OTHER MATERIALS AS REQUIRED FOR WEATHER -TIGHT CONSTRUCTION. CONCRETE NOTES 1. CONCRETE SHALL BE A COMMERCIALLY AVAILABLE TRAN517- MIX PROPERLY PROPORTIONED AND DELIVERED TO THE SITE IN READY -MIX TRUCKS. AGGREGATE SIZE SHALL BE A MAXIMUM OF 1-1/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATIONS. SLUMP SHALL NOT EXCEED 4". CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TOWELING. 2. ALL CEMENT SHALL CONFORM TO ASTM STANDARD C-150. ALL AGGREGATES SHALL CONFORM TO ASTM STANDARD C-33. 3. CONCRETE USED FOR FOUNDATIONS AND SLABS ON GRADE SHALL HAVE A MINIMUM 26 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. AND SHALL NOT CONTAIN LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD. 4. ALL REINFORCING BARS SHALL BE GRADE 40 (FY=40,000 PSI) EXCEPT WHERE NOTED OTHERWISE. REINFORCING SHALL CONFORM TO ASTM STANDARD A-615 EXCEPT WHERE WELDING OF REBAR IS REQUIRED WHERE REINFORCING CONFORMING TO ASTM A106 SHALL BE USED. 5. REINFORCING MAY BE WELDED ONLY AS SHOWN ON THESE PLANS. TACK WELDING TO HOLD FOR ALIGNMENT SHALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER PREHEAT ALL "1 AND LARGER BAR PER AWS D14-92. PREHEAT NOT REQUIRED FOR BAR 51ZES 06 AND SMALLER 6. REINFORCING SHALL BE LAID OUT TO MINIMIZE THE NUMBER OF SPLICE5. SPLICES IN CONTINUOUS REINFORCEMENT FOR BAR SIZES 03 THROUGH 08, SHALL LAP AS NOTED ON THE PL4N5 OR AS FOLLOWS: GRADE 40 REINFORCING BARS: MINIMUM OF 32 BAR DIAMETERS. GRADE 60 REINFORCING BARS: MINIMUM OF 48 BAR DIAMETERS. WIRE MESH: 12" OR 2 -WIRE 5PACE5, WHICHEVER 15 GREATER WHERE ALL BARS IN A MAT OR SECTION OF A BEAM ARE SPLICED AT THE SAME LOCATION OR MORE THAN 12" OF FRESH CONCRETE IS TO BE PLACED BELOW THE BARS, THE ABOVE DISTANCES SHALL BE INCREASED AN ADDITIONAL 30%. SPLICES IN BARS LARGER THAN 08 SHALL BE ONLY AS SHOWN ON THE PLANS. 1. UNLESS SHOWN OTHERWISE, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 2" EXCEPT WHEN CONCRETE IS TO BE PLACED DIRECTLY AGAINST EARTH WHERE IT SHALL BE 3" 8. ALL ANCHOR BOLTS SHALL CONFORM WITH ASTM A-301. 9, SPECIAL INSPECTION OF CONCRETE FOR FOUNDATIONS AND SLABS -ON -GRADE 15 N( REQUIRED PER EXCEPTIONS 1 4 3 TO CBG SECTION 1104,4. CONCRETE SLAB CONSTRUCTION L CONCRETE SLAB AS SHOWN ON THE PLANS 15 THE MINIMUM THICKNESS AND REINFORCING REQUIRED FOR STABILITY OF STEEL BUILDING AND IS ADEQUATE FOR NORMAL COMMERCIAL USE INCLUDING PNEUMATIC TIRED VEHICULAR TRAFFIC. IF HEAVY LOADING FROM STORED MATERIALS, RACKS, FORKLIFTS OR STATIONARY EQUIPMENT IS ANTICIPATED, THE ENGINEER SHOULD BE NOTIFIED AND SLAB THICKNESS AND REINFORCING MAY BE ADJUSTED. 2. GRAVEL BASE SHOWN IS TO PROVIDE STRUCTURAL BASE FOR SLAB ONLY. NO PROVISIONS FOR PREVENTING GROUNDWATER INFILTRATION OR DAMPNESS OF THE SLAB ARE INCLUDED. IF BUILDING USE WILL BE SUCH THAT SLAB MUST BE DRY AT ALL TIMES, DAMP -PROOFING WITH PEA GRAVEL BASE, V15OUEEN AND 2" SAND TOPPING IS RECOMMENDED. 3. CRACK CONTROL JOINTING SHOWN MAY BE ALTERED AT THE CONTRACTOR'S OPTION PROVIDED THE JOINTS ARE SPACED AT APPROXIMATELY 12' INTERVALS IN BOTH DIRECTIONS. THE MAXIMUM SPACING SHALL IN NO CASE EXCEED 20'. 4. CRACK CONTROL JOINTS MAY BE MADE BY EITHER EMBEDDING AN APPROVED INSERT SUCH AS ZIP -STRIP OR KEY-KOLD IN THE CONCRETE OR BY SAW -CUTTING THE CONCRETE AS SOON AS PRACTICABLE AFTER PLACING. IF SAWCUTTING IS TO BE USED, AND NO SPECIAL JOINT DETAILS ARE SHOWN ON THE PLAN, CARE MUST BE EXERCISED 60 45 NOT TO CUT HAIRPINS, FRAME TIES OR OTHER STRUCTURAL REINFORCING. 5. UNLESS SPECIFIED OTHERWISE, REINFORCING SHALL BE CONTINUOUS THROUGH THE CRACK -CONTROL JOINTS. PREFABRICATED STEEL. BUILDING PLANS AND CALCULATIONS BY CECO BUILDING SYSTEMS FOR BUILDING NUMBER 14-5--11191, BEARING THE SIGNATURE AND SEAL OF RICHARD STEVENSON, C-38768, HAVE BEEN REVIEWED AND FOUND TO BE COMPATIBLE WITH THE OVERALL DESIGN OF THIS PROJECT BUILDING-DATA20 3 C5C t OCCUPANCY GROUP: SHELL BUILDING INTENDED FOR USE AS THE ANY OF THE FOLLOWING OCCUPANCIES: B, M, Fl, F2, 81, 82 TYPE OF: CONSTRUCTION: IIB (NO SPRINKLERS) LOCATION ON PROPERTY: NORTH: 88't TO EXISTING BUILDING (20' TO ASSUMED PL) EAST: '10' TO EXISTING BUILDING (20' TO ASS&W PL) SOUTH% 60' TO PL WEST: 12'f TO EXISTING BUILDMG (20' TO ASSUMED PL) FLOOR AREA: PROPOSED: 18,333 SGL FT. ALLOWABLE AREA: 12,000 SGL FT. FOR B, M, 81 t F1 18,000 SGL FT. FOR F2 4 82 INCREASE FOR SETBACK 4 -SIDES: 15% MAXIMUM AREA TO BE DETERMINED AS PART OF FUTURE PERMITS HEIGHT: PROPOSED 1'I' MEAN ROOF, 22.-2- MAX ALLOWABLE 14E IGHT ■ 55' NUMBER OF STORIES: PROPOSED : SINGLE STORY (WITH EXISTING MEZZANINE) ALLOWABLE : TWO STORY FOR PLANNED OCCUPANCIES t%) Z O OCCUPANT LOAD: NOT DETERMINED EXITS: REQUIRED: NOT DETERMINED PROPOSED: ib EXITS ,4 SEP�4Rt,4TE PERMIT FROM 5UTTE COUNTY WILL 5E RECQUIRED FOR IMPROVEMENTS AND to W OCCUPANCY OF ALL SPACES. LIGHT GAUGE STEEL FR-AMm ` 1. ALL LIGHT GAUGE STEEL STUDS, JOISTS AND TRACK SHALL BE GALVANIZED OR PAINTED SHAPES MADE FROM STEEL CONFORMING TO ASTM A448. GRADE A WITH A MINIMUM YIELD POINT OF 33,000 PSI. SHAPES AND SIZES NOTED ON THESE PLANS ARE STANDARD SHAPES AS LISTED IN THE STEEL STUD MANUFACTURER'S ASSOCIATION CATALOG AND I.C.B.O. ER NO. 4943P. DESIGNATED MEMBER SIZES ARE STANDARD M.S.M.A. DESIGNATION. 2. ALL HAT, CHANNEL AND SUB -GIRT SECTIONS SHALL BE GALVANIZED SHAPES MADE FROM STEEL CONFORMING TO ASTM ,4445 GRADE A WITH A MINIMUM YIELD POINT OF 40,000 PSI AS MANUFACTURED BY BHP STEEL BUILDING PRODUCTS. 3. ALL STUD WALLS SHALL HAVE CONTINUOUS TOP AND BOTTOM TRACKS OF THICK- NESS MATCHING STUDS UNLESS NOTED OTHERWISE. TOP TRACKS SHALL BE SPLICED WITH 14" SECTIONS OF IDENTICAL MATERIAL INVERTED AND LAPPED P ON EACH SECTION AND ATTACHED WITH A MINIMUM OF 3-010 X V SCREWS THROUGH EACH FLANGE OF EACH PIECE ORAS SHOWN ON THE PLANS. 4. ALL BOTTOM TRACK SHALL BE ATTACHED TO CONCRETE SUBSTRUCTURE WITH 014"0 X 1 1/2" SHOT PINS AT 24" O.G. UNLESS NOTED OTHERWISE. 5. CONNECTIONS OF LIGHT GAUGE STEEL FRAMING SHALL BE ACCOMPLISHED BY MEANS OF SELF -DRILLING TEK SCREWS OF THE SIZE INDICATED ON THE PLANS. WHERE CONNECTION IS NOT SPECIFICALLY SHOWN, IT SHALL BE MADE AS NOTED BELOW OR PER THE STANDARD DETAILS SHOWN IN THE STEEL FRAMING MANUFACTURER'S SPECIFICATIONS AND APPROPRIATE ICC REPORT. STUD TO TRACK:: 1 - 010 SCREW EACH FLANGE JOIST TO TRACK: 2 - 010 SCREWS TO WALL TOP TRACK (I THROUGH CLOSURE TRACK) AND 1 SCREW TO TOP FLANGE OF CLOSURE TRACK BRIDGING TO JOISTS: I - "10 SCREW AT EACH CROSSING BRACING TO STUDS: I - "10 SCREW AT EACH CROSSING 6. SCREW LENGTH SHALL BE ADEQUATE TO PENETRATE ALL REQUIRED COMPONENTS AND PROVIDE AT LEAST 1/4" PROJECTION OF THE THREADED PORTION BEYOND THE LAST COMPONENT. 1. SCREW THREADS FOR EACH SIZE SCREW SHALL BE AS FOLLOWS UNLESS SPECIFICALLY NOTED OTHERWISE: "8 SCREWS -I8 THREADS PER INCH 010 SCREWS - 15 THREADS PER INCH 012, 014 4 1/4 SCREWS - 14 THREADS PER INCH 8. SCREWS FOR FASTENING STEEL TO STEEL SHALL BE STANDARD HEXAGONAL HEAD SCREWS UNLESS HEADS MAY INTERFERE WITH INSTALLATION OF FINISH SURFACING WHERE PAN -HEADED SCREWS MAY BE USED. SCREWS USED TO FASTEN PLYWOOD SHALL BE WAFER HEAD SCREWS. 9. MINIMUM SCREW SPACING AND EDGE DISTANCE SHALL BE AS FOLLOWS: 08 - 1/2" MINIMUM 010 4 012 - 3/4" MINIMUM 014 4 1/4 - V MINIMUM 10. WHERE SHEET METALS OF DIFFERENT THICKNESS ARE TO BE FASTENED, SCREWS SHALL BE DRIVEN SO THAT THE THINNER METAL IS FIRST PENETRATED. 11. SHEET METAL SHEATHING FOR DESIGNATED SHEAR PANELS SHALL BE MADE FROM STEEL CONFORMING TO ASTM A448. GRADE A WITH A YIELD POINT OF 33,000 PSI. SHEETS OF HIGHER YIELD OR GREATER THICKNESS SHALL NOT BE SUBSTITUTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER CECO ROOFING, SIDING AND SOFFIT PANELS: I. STEEL SIDING, CANOPY 4 SOFFIT PANELS SHALL BE AS SUPPLIED BY CECO WITH FACTORY APPLIED FINISH IN COLOR AS NOTED ON ELEVATIONS. ROOFING SHALL BE CECO 'LOCKSEAM', CONCEALED -FASTENER PANELS WITH GALVALUME FINISH. 2, SIDING 4 SOFFIT PANELS SHALL BE FASTENED TO SUPPORTING MEMBERS AS NOTED BY CECO. WHERE SUPPORTING MEMBERS ARE FIELD INSTALLED, *12 GASKETED SCREWS SHALL BE USED AS FOLLOWS; SCREWS 6" O.C. AT PANEL ENDS SCREWS 12" O.C. AT PANEL INTERMEDIATE SUPPORTS SCREWS AT 30" O.C. ALONG PANEL SIDE LAPS. 3. "LOCK5EAh1" ROOFING AND CANOPY PANELS SHALL BE FASTENED TO SUPPORTING MEMBERS WITH CLIPS AS NOTED BY CECO. 4. EXPOSED FLASHING SHALL BE CECO STANDARD PREFINISHED STEEL PARTS OR CUSTOM MADE FROM CECO ROLL -STOCK COLORED TO MATCH JOINED MATERIALS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL FLASHING, CLOSURE STRIPS AND OTHER MATERIALS AS REQUIRED FOR WEATHER -TIGHT CONSTRUCTION. CONCRETE NOTES 1. CONCRETE SHALL BE A COMMERCIALLY AVAILABLE TRAN517- MIX PROPERLY PROPORTIONED AND DELIVERED TO THE SITE IN READY -MIX TRUCKS. AGGREGATE SIZE SHALL BE A MAXIMUM OF 1-1/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATIONS. SLUMP SHALL NOT EXCEED 4". CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TOWELING. 2. ALL CEMENT SHALL CONFORM TO ASTM STANDARD C-150. ALL AGGREGATES SHALL CONFORM TO ASTM STANDARD C-33. 3. CONCRETE USED FOR FOUNDATIONS AND SLABS ON GRADE SHALL HAVE A MINIMUM 26 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. AND SHALL NOT CONTAIN LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD. 4. ALL REINFORCING BARS SHALL BE GRADE 40 (FY=40,000 PSI) EXCEPT WHERE NOTED OTHERWISE. REINFORCING SHALL CONFORM TO ASTM STANDARD A-615 EXCEPT WHERE WELDING OF REBAR IS REQUIRED WHERE REINFORCING CONFORMING TO ASTM A106 SHALL BE USED. 5. REINFORCING MAY BE WELDED ONLY AS SHOWN ON THESE PLANS. TACK WELDING TO HOLD FOR ALIGNMENT SHALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER PREHEAT ALL "1 AND LARGER BAR PER AWS D14-92. PREHEAT NOT REQUIRED FOR BAR 51ZES 06 AND SMALLER 6. REINFORCING SHALL BE LAID OUT TO MINIMIZE THE NUMBER OF SPLICE5. SPLICES IN CONTINUOUS REINFORCEMENT FOR BAR SIZES 03 THROUGH 08, SHALL LAP AS NOTED ON THE PL4N5 OR AS FOLLOWS: GRADE 40 REINFORCING BARS: MINIMUM OF 32 BAR DIAMETERS. GRADE 60 REINFORCING BARS: MINIMUM OF 48 BAR DIAMETERS. WIRE MESH: 12" OR 2 -WIRE 5PACE5, WHICHEVER 15 GREATER WHERE ALL BARS IN A MAT OR SECTION OF A BEAM ARE SPLICED AT THE SAME LOCATION OR MORE THAN 12" OF FRESH CONCRETE IS TO BE PLACED BELOW THE BARS, THE ABOVE DISTANCES SHALL BE INCREASED AN ADDITIONAL 30%. SPLICES IN BARS LARGER THAN 08 SHALL BE ONLY AS SHOWN ON THE PLANS. 1. UNLESS SHOWN OTHERWISE, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 2" EXCEPT WHEN CONCRETE IS TO BE PLACED DIRECTLY AGAINST EARTH WHERE IT SHALL BE 3" 8. ALL ANCHOR BOLTS SHALL CONFORM WITH ASTM A-301. 9, SPECIAL INSPECTION OF CONCRETE FOR FOUNDATIONS AND SLABS -ON -GRADE 15 N( REQUIRED PER EXCEPTIONS 1 4 3 TO CBG SECTION 1104,4. CONCRETE SLAB CONSTRUCTION L CONCRETE SLAB AS SHOWN ON THE PLANS 15 THE MINIMUM THICKNESS AND REINFORCING REQUIRED FOR STABILITY OF STEEL BUILDING AND IS ADEQUATE FOR NORMAL COMMERCIAL USE INCLUDING PNEUMATIC TIRED VEHICULAR TRAFFIC. IF HEAVY LOADING FROM STORED MATERIALS, RACKS, FORKLIFTS OR STATIONARY EQUIPMENT IS ANTICIPATED, THE ENGINEER SHOULD BE NOTIFIED AND SLAB THICKNESS AND REINFORCING MAY BE ADJUSTED. 2. GRAVEL BASE SHOWN IS TO PROVIDE STRUCTURAL BASE FOR SLAB ONLY. NO PROVISIONS FOR PREVENTING GROUNDWATER INFILTRATION OR DAMPNESS OF THE SLAB ARE INCLUDED. IF BUILDING USE WILL BE SUCH THAT SLAB MUST BE DRY AT ALL TIMES, DAMP -PROOFING WITH PEA GRAVEL BASE, V15OUEEN AND 2" SAND TOPPING IS RECOMMENDED. 3. CRACK CONTROL JOINTING SHOWN MAY BE ALTERED AT THE CONTRACTOR'S OPTION PROVIDED THE JOINTS ARE SPACED AT APPROXIMATELY 12' INTERVALS IN BOTH DIRECTIONS. THE MAXIMUM SPACING SHALL IN NO CASE EXCEED 20'. 4. CRACK CONTROL JOINTS MAY BE MADE BY EITHER EMBEDDING AN APPROVED INSERT SUCH AS ZIP -STRIP OR KEY-KOLD IN THE CONCRETE OR BY SAW -CUTTING THE CONCRETE AS SOON AS PRACTICABLE AFTER PLACING. IF SAWCUTTING IS TO BE USED, AND NO SPECIAL JOINT DETAILS ARE SHOWN ON THE PLAN, CARE MUST BE EXERCISED 60 45 NOT TO CUT HAIRPINS, FRAME TIES OR OTHER STRUCTURAL REINFORCING. 5. UNLESS SPECIFIED OTHERWISE, REINFORCING SHALL BE CONTINUOUS THROUGH THE CRACK -CONTROL JOINTS. PREFABRICATED STEEL. BUILDING PLANS AND CALCULATIONS BY CECO BUILDING SYSTEMS FOR BUILDING NUMBER 14-5--11191, BEARING THE SIGNATURE AND SEAL OF RICHARD STEVENSON, C-38768, HAVE BEEN REVIEWED AND FOUND TO BE COMPATIBLE WITH THE OVERALL DESIGN OF THIS PROJECT 0 Z Y Q t%) Z O to W W d d' n Z CID W i W0 Z O N } `Q a W 3 J N 0) i J Q Wd'QtOG Z�Ud1 0) Z IL0W(4 Q mmzaj CL z da= O 004 0: 5 41 V! Lu O z U� �U u X uji •tom 'Q zq � ttl w(y- ( 11 U lig(L Ql-- QCNI Q��Q. O O u- H Z W F v ALE: JOB NO: 13045 LE: C:\Users\PCUser\Desktop\14047 GUDGFL #3B\045-work6.dwq 191, pFES N SEW CR � 7. r- R C 32934 EXP. 8/30/18 �r CIVIL �? CF CAt. 2/25/2015 SHEET 10 n� STUCCO ON WWL OVER LIGHTGAUGE STEEL FRAMING. COLOR TO MATCH CECO 'LIGHTSTONE' LIGHTGAUGE STEEL BUILT-UP CORNICE CECO "LOCKSEAM" STEEL FASCIA PANELS. COLOR 'FERN GREEN' CECO "LOCKSEAM" STEEL COLC CECO "LOCKSEAM" STEEL FASCIA PANELS. COLOR 'FERN GREEN' NORTH / 6OUTH ELEVATION5 STUCCO ON WWL OVER LIGHTGAUGE CTCCI CCAMIAIr /-/'1I ^= T^ MAT/ -Il 1/4" IN 12?� DETAIL A�I Q�°FEss ° ���o�EW CR�C�yo '� Z � -; C , EXP. 8/30/18 '�F civic �� � c"�'�� REVISIONS: i . 'L" (;LH4IIVC3 I V C1= SAFETY GLAZING 5A1 -t IT CsLALINCs WE5T ELEVATION CECO "LOCKSEAM" STEEL 1 COLC STUCCO ON WWL OVER LIGHTGAUGE STFFI PQAMITJr� r'nl nQ Te) MATE -W .71>=CL �IVIIVC3. C.VLVK TO BE 'LIGHTSTONE' SAFETY GLAZING E46T ELEVATION STUCCO NOTES 1. STUCCO (EXTERIOR LATH AND PLASTER) SHALL 5E APPLIED IN ACCORDANCE WITH SECTION 2508 OF THE CBC. APPLICATION SHALL 5E IN THREE COATS OVER METAL LATH OR WIRE FA5RIC AND TWO COATS WHEN APPLIED TO MASONRY OR CONCRETE. TOTAL THICKNESS SHALL NOT 5E LESS THAN 1/8". 2. WHERE STUD WALL JOINS TO A SLAB AT GRADE, STUCCO SHALL 5E APPLIED TO COVER, BUT NOT EXTEND BELOW LATH AND PAPER. PROVIDE FLASHING OR WEEP SCREED AT SUCH JOINTS. ASSEMBLY. ALL GLAZING TO 5E �lIGGI- JIL/IIVL3. 6iVLVl� SAFETY GLAZING TO 5E 'LIGHTSTONE' NOTE: ALL EXTERIOR COLORS TO MATCH EXISTING BUILDING IN DEVELOPMENT PRELIMINARY NOT FOR CONSTRUCTION JICCL UIVIIVC.3. C�VLVK TO 5E 'LIGHTSTONE' CRANDALL ENGINEERINGELEVATIONS L.J= 4958 PONDEROSA WAY P.O. BOX 724 MIDPINES, CA 95345 PHONE: 209-966-4844 FAX: 209-966-4744 TIS: BUILDING �'3 FOR CUDGEL CONSTRUCTION ON ENTLER AVENUE - CHIGO, C,4 Q�°FEss ° ���o�EW CR�C�yo '� Z � -; C , EXP. 8/30/18 '�F civic �� � c"�'�� REVISIONS: CAM va' = 1'-0" ATE: 2/25/2015 SHEET 42 OF DATE MARK NOTE CLIENT GUDGEL CONSTRUCTION 629 ENTLER AVE. BOX 36 CHICO, C4 95926 PHONE: (530) 624-'1998 FILE: C:\Users\PCUser\Desktop\140 GUDGEL #3B\045-work6.dwg `� NO: 13045 I/4" IN 12"t \4" VINYL -BACKED FIBERGLASS ROOF STEEL FRAME BY CECO INSULATION (RI3) BUILDING SYSTEMS 10" Z -PURLINS m /ZZ 5'-O"t O.C. BY CECO CONSTRUCTION SYMMETRICAL ABOUT NOTE: CENTERLINE VINYL INSULATION BACKING SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED PER CBC STANDARD 8-1. 4" CONCRETE SLAB WITH 6/6/10/10 WWM SECTION A 1/4M.t'-o" 3 CONSTRUCTION SYMMETRICAL ABOUT CENTERLINE I/4" IN 12"t \4" VINYL -BACKED FIBERGLASS ROOF STEEL FRAME BY CECO INSULATION (RI3) BUILDING SYSTEMS 10" Z -PURLINS g 5'-0"1 O.C. BY CECO 4" CONCRETE SLAB WITH 6/6/10/10 WWM Sr=CtION F3 1/4M.1'-0"�43- 1/4" IN 12" 4" VINYL -BACKED FIBERGLASS ROOF STEEL FRAME BY CECO INSULATION (RI3) / BUILDING SYSTEMS 10" Z -PURLINS a 5'-O"t O.G. BY CECO CONSTRUCTION SYMMETRICAL ABOUT CENTERLINE 4" CONCRETE /SLAB WITH 6/6/10/10 WWM Sr=CtION C 1/4M. r -o113 CECO "LOCKSEAM" INTERIOR CUTLER BY STEEL ROOFING. GALVALUME FINISH CECO STEEL FRAME BY CECO / BUILDING SYSTEMS 6" FIBERGLASS (RIS INSULATION TYPICAL IN FRAMED WALLS 600T150-54 BOTTOM TRACK W/ 3/8"X3" TITEN-HD CONCRETE ANCHORS " 32" O.G. 2" SAND/ 6 MIL VISQUEEN OVER. 4" CLEAN GRAVEL CECO "LOCKSEAM" STEEL ROOFING. GALVALUME FINISH STEEL FRAME BY CECO BUILDING SYSTEMS 3" VINYL -BACKED FIBERGLASS WALL INSULATION (RIO) 2" SAND/ 6 MIL VISQUEEN OVER 4" CLEAN GRAVEL CECO "LOCKSEAM" STEEL ROOFING. GALVALUME FINISH 3" VINYL -BACKED FIBERGLASS WALL INSULATION (RIO) STEEL FRAME BY CECO BUILDING SYSTEMS 2" SAND/ 6 MIL VISQUEEN OVER 4" CLEAN GRAVEL CECO EAVE STRUT O O CECO GIRT 14005300-118 �q HEADER EA SIDE 4 GIRT BY CECO 12X3.5612 6005200-54 `. CECO GIRT STUDS 10 24" O.G. 0 � O _ BOTTOM TRACK N c 0 O 0 tNii GL k AL STOREFRONT .,STUCCO � Q ON WWL > 6005162-54 STUDS 24" O.G. (TYPICAL) O SLOPE FF CONTINUOUS GUTTER W/ DOWNSPOUTS A 30'± O.C. O EAVE 1 CECO GIRT �n 0 CECO GIRT CECO PBR PREFINISHED STEEL SIDING �t r SLOPE 1� CONTINUOUS GUTTER W/ DOWNSPOUTS 301t O.G. CECO "LOCKSEAM" STEEL ROOFING:. GALVALUME FINISH 6" VINYL -BACKED/ , FIBERGLASS ROOF INSULATION (Rl9) C ENDWALL ROOF BEAM BY CECO GIRT BY CECO,-, 6" FIBERGLASS lRl9 INSULATION TYPICAL IN FRAMED WALLS m 12005162-545TUCCO STUDS 6 24" O.C. ','SON WWL 1200T150-54 BOTTOM TRACK W/ 3/8"X3" TITEN-HD CONCRETE ANCHORS M 32" O.C. rK 4" CONCRETE SLAB WITH 6/6/10/10 WWM\ \y SLOPE 2" SAND OVER 6 MIL VISQUEEN OVER 4"± GRAVEL Sr=C1' I ONKto-�> \L43.V CECO "LOCKSEAM" STEEL ROOFING. GALVALUME FINISH 6" VINYL -BACKED --� FIBERGLASS ROOF INSULATION (RIS) 47 - PURLINS BY CECOO.C.— — "51 ENDWALL ROOF1,—- BEAM BY CECO GIRT BY CECO O 12X3.5612 14005300-118 �q HEADER EA SIDE GIRT BY CECO 12X3.5612 6005200-54 `. STUDS 10 24" O.G. 0 � OOT150-54 _ BOTTOM TRACK c 0 O GL k AL STOREFRONT ASSEMBLY LIGHTGAUGE STEEL FRAMED TRUSS 4'-0" O.C. CECO "LOCKSEAM" 24 GA PREFINISHED STEEL FASCIA PANELS SLOPE GECO GIRT I",11 1L �-+�L. 7=-s t 1—i SITE -BUILT o SII i-�-IT—iii—ii I" _ TI I_TI�il�i—iI CANOPY, O O CECO GIRT `9 0 r- N CECO GIRT CECO GIRT p SECTION 0 26 GA PREFINISHED STEEL SOFFIT PANELS O SLOPE FF PRELIMINARY NIOT FOR CONSTRUCTION O 0 z Y fY Q 0 0 O m (J) Ul _O c Q W M 0 �t V � ti d' IZ W 0 N Z } a W IQ 3 ,� Wco J f Q w�ta�o 26 GA PREFINISHEp Z IL0WN Q �m?w IL z N oo V do'aia v/ STEEL SOFFIT PANELS Z _ CECO PBR PREFINISHED _ p STEEL SIDING 0 •rpN } N %Q lu}�t�IN � lulu�� v � Z Q V ro �� 0� SLOPE GECO GIRT I",11 1L �-+�L. 7=-s t 1—i SITE -BUILT o SII i-�-IT—iii—ii I" _ TI I_TI�il�i—iI CANOPY, O O CECO GIRT `9 0 r- N CECO GIRT CECO GIRT p SECTION 0 26 GA PREFINISHED STEEL SOFFIT PANELS O SLOPE FF PRELIMINARY NIOT FOR CONSTRUCTION O z Y fY Q 6i z _O c M 0 �t V � ti d' IZ W 0 N Z } a W IQ 3 ,� Wco J f Q w�ta�o z�U01 o� Z IL0WN Q �m?w IL z N oo V do'aia v/ Z _ u -- �Z U X V/ =3 •rpN } N %Q lu}�t�IN � lulu�� v � Z Q V lu �� 0� L+; � F- z w F U GALE: JOB NO: 13045 LE: C: \Users\PCUser\Desktop\14047 GUDGEL #3B\045-work6.dwg �pF ESS/ C 32934 \ EXP. 6/30/16 ! CIVIL �TF CI►L�F 2/25/2015 SHEET ,43.1 10 nr • / / I �s 4-*12� 12" GIRT I 4 - 012 - BY CECO / I / 2 - *12 AT EACH STUD / /M 14005300-118 HEADER EA SIDE / ry 00 4 -*12 4 -*12 12" GIRT • BY CECO • • 5-"12 I 600T250-54: SPLICE PER �IDING BY CECO EQ 20 GA MCELROY 'MAC GIRT' SUBPURLINS g LOCATIONS SHOWN (TOTAL 8). SEE FOR CONNECTION Kod 4-"12 4 -*12 r m O 4 -*12 O 6005131-33 \ I 26 GA PREFINISNED STEEL SOFFIT PANELS DETAIL � 3/411•1e-oN 3 EAvE STRUT BY CECO Z -GIRT BY CECO� 3625150-54 TRACK WITH *12 9 I I 6" O.G. 't C12005162-54 m HEADER EA SIDE N OF STUD WALL M 2 - *12 AT EACH STUD Z -GIRT BY GUTTER BY -�GECO IDING BY CECO 5 -*12 4 - 012 CECO EQ CECO " (" 24 GA PREFINIREFINISHED STEEL FASCIA I PANELS 0 \20 GA PREFINISNED BOX SILL TRIM 3"t 20 GA MCELROY 'MAC GIRT' SUBPURLINS g LOCATIONS SHOWN (TOTAL 8). SEE FOR CONNECTION 4 -*12 � I � 3628150-54 'n ••-33 4 -*12 TRACK WITH 012 6 m • 3fo2513 ``—� 6 " O.C. ct) I 0 m 1"+ 4-"12 4-"12 800T150-54 I SETBACK 600SI3�- 33 g12 m 12" O.C. EACH SIDEu LJ —� 8" G-GIRT5 SIMPSON L30 LIP BY CECO­,W/ 4 - 010 SCREWS \y 3 SIDING BY CECO EQ DETAIL � 3/411011-ON /411■1'-ON 3 26 GA STEEL EQ CECO "L.00KSEAM" 24 GA PREFINISHED STEEL FASCIA PANELS \20 GA PREFINISHED BOX SILL TRIM 3"f 1 "--ORTING MEMBER HOWN ELSEWHERE GA 'MAC GIRT" DETAIL rc: NTg 3 12006162-54 STUDS 6005200-54 STUDS 24" O.C. I, 24" O.C. 14005300-116 /HEADER EA SIDE 8"-12 EACH ;I END OF HDR 11 FULL HEIGHT 2 - *12 TYPICAL 6005200-54 EACH STUD STUD EA END 600T250-54 CUT FLANGES AND HEADER TRACK 0 BEND HEADER SPLICE PER - TRACK AS SHOWN 0 cfJ 2-012 EACH SIDE OPENING FOR STOREFRONT SECTION 1� NTS 3 6005200-54 STUDS 24" O.G. (TYPICAL) 2 - *12 I I CE>X12XO.I8 GIRT BY BUTLER I CANOPY FRAMING 2 - *12 6 4012 SCREWS I I I SPACED AS SHOWN O in 0 �n SIMPSON TSIS TOP 4 BOTTOM AT CANOPY SUPPORT STUDS. 4.-O" O.G. 30* MIN 60' MAX 2 - *12 1 SECTION rE NTS 3 C -POST BY CECO SIMPSON 140C>5300-118 LIO CLIP HEADER EA SIDE w/8 -"o SCREWS 2 - *12 TYP'ICAL EACH STUID 3626131-54 E—STUDS 24" O.G. Z(ORCGIRT 0 0 BY CECO O c� SECTION � Ii, OP TRACK TO MATCH STUDS 0 00, TRIM FOR TIGHT FIT AT SPLICE / I / A\Q I I I I TYPICAL STUDS I AS NOTED ON WALL PLAN SECTIONK6';� yrs 3 3-012 EA STUD TO GABLE ANGLE STUDS m 24" O.G. 1- 08 SCREW AT EACH SIDE OF TRACK TO EACH STUD (TYPICAL) 12" INVERTED TOP TRACK SECTION WITH 12 - *8 SCREWS PURLINS BY CECO GABLE ANGLE BY CECO II �ENDWALLFRAME ROOF BEAM BY CECO DETAIL � NTS 3 GIRT BY CECO Z0RZA5 OCCURS STUDS 24" O.0 3-"12 STUD TO G' DETAIL ri 3/4N 11 -ON 3 26 GA G. I. /CAP 54M TOP TRACK. SIZE TO MATCH STUDS. SEE 012 SCREW EA STUD � I � I 20 GA. I I 6005138-33 MCELROY 'MAC CORNICE GIRT' TOP AND BOTTOM. 2 -*12 AT EA/ STUD I I STUCCO ON WWL I PBR SIDING BY CECO LIGHTGAUGE STUDS m 24" O.G. ,� DETAIL J 3/4"■1'-0" 3 PRELIMINARY NOT FOR CONSTRUCTION V z d' M W W o z } Q WQ 1L 3 �Rt J N aq J p co ONV�I - z OX00 IL a m�W co11 z V �cs0_ eta.�n. V/ ud U z i< r ~ 1 �,-9It � �1 t�1 W u lU .4 21 � u V L T tib Z W F v CALE: N0: 13045 LE: C:\Users\PCUser\Desktop\14047 GUDGEL #3B\045-work6.dwg ' C 32934 DV. 6/30/16 2/25/2015 SHEET RENTAL MAIN ELECTRICAL SERVICE AND METER PANELS EXISTING WATER LINE I ------------I ----------- o IGAS II II .li ,• i I RENTAL Sf=,4Cr= 5 I. ; SFACIE1 I I I I I I,, ti �0 II RENTAL SPAC�3 II , II i�NTAL SPACE II II , II 4"0 (120') II II 05% Jt, 4��� iJt, it _ 1 1/2"0 j I�. I I 13 1 1/2"� i i FCC II I v2 m 3 II _ _ _ _ _ _ __ _ _ _ a"�sS 1-- 4"ass 4"mss ----------------- �-' 'tom �� - 1L I �� �a=rte=T���S- - I _� �I _III - - --- - - - - - - - - - - - - - FCC, I 3"((FCO i 1/2 3 1 I� I I I�r 1 1 1 1/2"� = II 1/2 "m it I :n II I I = II i II h- .,, II I l I I ,- ,rl I.� I I I I� • II = I I I j '� I I►I � II I I II / IIII : I I IIV � 11 - I I I / III I 2j I I L. - r II I II II I II II II I II RENTAL SPACE 2 II II I II II RIENTAL SP•4Cr= 4II I II II II I �I it II II II I II II s II II I II RENTAL SPACE ro II II I LN II II I l UTILITYLAN: 1/g" = 1'_O" NEW SAN. SEWER DRAIN. SLOPE AT 1/4" PER FOOT UNLESS INDICATED OTHERWISE. 51ZE 45 INDICATED O CLEANOUT (F—FLOOR, G=GRADE) „ PVC CONDUIT FOR ELECTRICAL SERVICE TO EACH UNIT. SIZE AS INDICATED. GCO F EXISTING SEPTIC TANK 0 0 N �o 0 z Y iii Z O W a turf o to W W Z °' � N � W a LL 3 �� �It ao J 0 a W 'Q Z oxWN 0.0 a or �mZu; goo = V �ta�a U� �U �s U Z X w V w- �wd' (p C%014 a � f- F v CALF: JOB NO: 1305 LE: C:\Users\PCUser\Desktop\14047 CUDGEL #3B\045-work6.dwg Q�pF ESSlp Z C 32934 Dr. 8/30/18 CML Cl►4�F 2/25/2015 SHEET u I 10 bOd NAIL IN 215.48, NVGD EXISTING GATCH BASIN ANTLER AVE:. ENTLER AVE. EXISTING F.H. WTI 21! r3\ 30.00' EXISTING A.C. PAVING TO MAIN A ELL •2 W to z EXISTING F.H. 121 QC cn� O r � 1 r�3r Or `t 1 '43'0'7 "W 320.68' z --� rrr�rr�rrr��/r��------------------------------------------------------ - - — --- - - - , ------------------ ----------- - - -- �Q I IQ I li j iCL 1 I Iw I:z N i_ 1 ; W� 11111111/111111 -- ; 0 - ; GEPtic sc aef-T c be ; f PROPOSED_1- WELL S i O I o -------- --------------- ------------------------------- �. ------------------------- ------ — ---------------------- N--1 PROPOSED :7T'- I //'1//1////1//1/1�r WELL +� \ 1 \ I II \ / 00O Jl l I a XTn 11. �I �I BLDCa 6 i a 19200 S.F. ; r: I I 1; 20' DRAINAGE EASEMENT PER RSN 88-03931 SEp"C aC 15' DRAINAGE EASEMENT /J PER 2006-048239 i-1_ -- ___ ----------- --_______ _ ___________ (... I - ----------------------- — ,r_____, ---------- -- EXISTING Wic----j `__j EXISTING A.G. PAVING TO REMAIN -------------------- - 1111 - EXISTING 13 WELL 0 PLANT N /j i / 1 PP a 56 (E) 2 22,000 SF. Y 3 3 < 5 gg y mg r ma, 5 a 25 6 15%200 SF. 2S 1 24,000 SF. 21 j AREA RESERVED FOR SEPTIC DRAIN FIELD O CL m� , O c 3 z 0 a EXISTING -1gala – N4g•58' s1 so lo / EXISTING ON go_ - so F.N. N-- I / / F---- ---- -- - --------=- \ ------=- - -a I same -ft 1 i 1 1%LLI I 1 I z f l �_� • I \ \ 1 ' X x_ 24000 SF.' \ \ Z 1 .P �X ix ( I .: • . .. , • .. ' •: .: : • . ; .. •. .. ' . CONCRETIE APRON... .. .. •;—x—x —x -1-x T�7TTl/llr/IlT//llJc1/f�`f1f�`fi'//>`t/f�`�ff�`-- _______�_______________-_ : ----------__:a r PROPOSED WELL #1 \ �r EXISTING WELL i DRAINAGE EASEMENT - - - - - - - - - - - \ X O i., PER RSN 88-03931 I x—x—xxx --N56'38'50"E N56°42'42"E� ---------------------------- 18.98' EXISTING DRAINAGE DITCH EXISTING E_IMPEND OF EXISTING F.H. IMPROVEMENTS EXISTING DITCH BUILDI .s AMA t PAgV.M SPACES PHASE 9,F4♦, a 1 PP a 56 (E) 2 22,000 SF. 56 (E) 3 IS -550 24 gg y mg r ma, 5 a 25 6 15%200 SF. 2S 1 24,000 SF. 21 j AREA RESERVED FOR SEPTIC DRAIN FIELD O CL m� , O c -1gala – N4g•58' s1 so lo / EXISTING ON go_ - so F.N. N-- I / / F---- ---- -- - --------=- \ ------=- - -a I same -ft 1 i 1 1%LLI I 1 I z f l �_� • I \ \ 1 ' X x_ 24000 SF.' \ \ Z 1 .P �X ix ( I .: • . .. , • .. ' •: .: : • . ; .. •. .. ' . CONCRETIE APRON... .. .. •;—x—x —x -1-x T�7TTl/llr/IlT//llJc1/f�`f1f�`fi'//>`t/f�`�ff�`-- _______�_______________-_ : ----------__:a r PROPOSED WELL #1 \ �r EXISTING WELL i DRAINAGE EASEMENT - - - - - - - - - - - \ X O i., PER RSN 88-03931 I x—x—xxx --N56'38'50"E N56°42'42"E� ---------------------------- 18.98' EXISTING DRAINAGE DITCH EXISTING E_IMPEND OF EXISTING F.H. IMPROVEMENTS EXISTING DITCH BUILDI .s AMA t PAgV.M SPACES PHASE BUILDING AREA SPACES 1 PP a 56 (E) 2 22,000 SF. 56 (E) 3 IS -550 24 4 21,250 SF. ma, 5 11000 SF. 25 6 15%200 SF. 2S 1 24,000 SF. 21 j AREA RESERVED FOR SEPTIC DRAIN FIELD O CL O c 3 -1gala – N4g•58' s1 so lo / EXISTING ON go_ - so F.N. N-- I / / F---- ---- -- - --------=- \ ------=- - -a I same -ft 1 i 1 1%LLI I 1 I z f l �_� • I \ \ 1 ' X x_ 24000 SF.' \ \ Z 1 .P �X ix ( I .: • . .. , • .. ' •: .: : • . ; .. •. .. ' . CONCRETIE APRON... .. .. •;—x—x —x -1-x T�7TTl/llr/IlT//llJc1/f�`f1f�`fi'//>`t/f�`�ff�`-- _______�_______________-_ : ----------__:a r PROPOSED WELL #1 \ �r EXISTING WELL i DRAINAGE EASEMENT - - - - - - - - - - - \ X O i., PER RSN 88-03931 I x—x—xxx --N56'38'50"E N56°42'42"E� ---------------------------- 18.98' EXISTING DRAINAGE DITCH EXISTING E_IMPEND OF EXISTING F.H. IMPROVEMENTS EXISTING DITCH BUILDI .s AMA t PAgV.M SPACES PHASE BUILDING AREA SPACES 1 24,000 SF. 56 (E) 2 22,000 SF. 56 (E) 3 IS -550 24 4 21,250 SF. 39 (E) 5 11000 SF. 25 6 15%200 SF. 2S 1 24,000 SF. 21 TOTAL 141000 SF. 238 SPACES NORFIEL.D AVE. 517E PLAN: 1-" = 50' BENCH MARK: 6Od NAIL IN GUTTER APPROXIMATELY 295' WEST OF NORTHWESTERLY PROPERTY CURRIER. ELEVATION 21545 NVGD. EXISTING CURB AND GUTTER EXISTING - F.H. Lo L9 V" H VICINITY MAP: FITS KEY: PHASE BOUNDARY LINE �'i: I EXISTING BUILDING 0 PROPOSED BUILDING THIS PROJECT FUTURE BUILDING BY SEPARATE PERMIT PROPOSED WALK OR CONCRETE SLAB ON GRADE •� '. 6" THICK WITH 6/6/10/10 WWM � I DESIGNATED AGGES5IBLE PATH OF TRAVEL. PAVEMENT WITH 6" WIDE WHITE STRIPES AT BORDER N 3' O.G. I — -------------------- FUTURE CURB/CURB AND GUTTER Y Q j AREA RESERVED FOR SEPTIC DRAIN FIELD O CL H VICINITY MAP: FITS KEY: PHASE BOUNDARY LINE �'i: I EXISTING BUILDING 0 PROPOSED BUILDING THIS PROJECT FUTURE BUILDING BY SEPARATE PERMIT PROPOSED WALK OR CONCRETE SLAB ON GRADE •� '. 6" THICK WITH 6/6/10/10 WWM -- EXISTING 6" VERTICAL CURB DESIGNATED AGGES5IBLE PATH OF TRAVEL. PAVEMENT WITH 6" WIDE WHITE STRIPES AT BORDER PAINT AND 3' O.G. — -------------------- FUTURE CURB/CURB AND GUTTER Y Q j AREA RESERVED FOR SEPTIC DRAIN FIELD O O L� z 0 a OWNER �f CUDGEL CONSTRUCTION 629 ENTLER AVE. BOX 36= O CHICO, CA 95928 PHONE: (530)-624-1998 PROJECT LOCAITON V 629 ENTLER AVE. CHICO, CA 95928 PHONE: (530)-624-155 O O Z ND E X OF D RAW 11NGS � � [ Cl SITE PLAN � Pl� � � N 0> 0 1 Q Fu Cf CT_V� C2 SITE DETAIL_ OX00 ap Lu 41.1 FLOOR PLAN V �a�a A1.2 FLOOR PAM DETAILS 4 NOTE X42 ELEVATIONS ,43.1 BUILDING SECTIONS X43.2 FR4MING DETAILS 51.1 FOUNDATION PLAN 51.2 FOUNDATION DETAILS U1 UTILITY LAYOUT BUTTE COUNTY FEB 2 6 2015 DEVELOPMENT SERVICES 0 z Y Q z 0 W W Q � V tt W W O O Z � � 1C LL a W 3 � d ct) 4t Lo It CD j J N 0> 0 1 Q Fu Cf CT_V� Z Q OX00 ap Lu .�oolu; Indigo V �a�a U X � u i - J �j Lu- .4 W (V `d H z w_ F J v ALE: JOB NO: 14047 LE: C: \Users\PCUser\Desktop\14047 CUDGEL #3B\045-Cl.dwg :, 2/25/2015 SHEET OF 10 P.G.C. O PARKING 0 p BUMPER J. 81-0.. DETAIL rA****N "" GI '0 SIGNS 4 1'1AW INN 4CRETE OR A.G. /ING WITH 2% MAX )PE NT 'NO PARKING' 412" LETTERS @INTERNATIONAL SYMBOL OF ACCESSIBILITY �/ SIGN INDICATING PUBLIC ENTRANCE. CBG 112'1 5.3 ACCESSIBLE PARKING SPACE IDENTIFICATION SIGN 2 PER CBC 1129 8.5, MOUNTED AT 80" ABOVE FG WITH 'VAN ACCESSIBLE" SIGN MOUNTED IMMEDIATELY BELOW THE WHEELCHAIR SYMBOL. SEE 36" SQUARE SHOWING PROFILE VIEW OF WHEELCHAIR AND OCCUPANT. WHITE ON BLUE BACKGROUND. LOCATE AS SHOWN 50 MARKING IS VISIBLE WHEN SPACE IS OCCUPIED. PAVEMENT SURFACE MARKING - AREA TO BE STRIPED PER CBC 115-185 SIGN CONFORMING WITH GBC 1129.8.4 STATING 5 "UNAUTHORIZED VEHICLES ... MAY BE TOWED AT OWNER'S EXPENSE.... " SEE C2 12" PARKING ONLY 3" WHITE LETTERS VAN REFLECTORIZED .9 SIGNS WITH WHITE ACCESSIBLE MARKING ON BLUE BACKGROUND AS SHOWN. MINIMUM FINE $250 0 DETAIL r, 0 "" G2 � 22" MIN UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING DETAIL C "m 2 BLANK SPACES TO BE FILLED IN WITH APPROPRIATE INFORMATION AS PERMANENT PART OF SIGN. TO ENTLER AVE SIDEW,4LK sed EXISTING SEPTIC 7 SYSTEM SITE DETAIL: 1" =20' KEY NOTE ALL 91PROVEIINNTS ARE EXISTING I,NLE86 NOTED OTI-110I11W18E . NEW CONCRETE WALKWAY. 6" CONCRETE ON 6" AGG. BASE NEW A.C. PAVING. 3" A.C. OVER 8" AGG. BASE OVER COMPACTED SUBGRADE DESIGNATED PATH OF TRAVEL FROM PROPOSED BUILDING TO ENTLER AVENUE. PER PARCEL MAP BY FEENY ENGINEERING AND SURVEYING. CURRENTY UNDER REVUE BY BUTTE COUNTY NN NOT FOR CONSTRUCTION EX15TING FH O z Y Q z O S W 0 V � W W o Z N LL Q W 3 N co J �� 0 Q W�aQD cq V i Z OXWN 110 com0.Z 0_ V d'a�a H U V u X to Q11 73 U �t to C4 IL l W .4 V/ W .. �O � (U o� �C,4ua. �i z W F v ALE: JOB NO: 13045 LE: C:\Users\PCUser\Desktop\14047 GUDGEL #3B\045-C2.dwg y T- C c 32934 EXP. 6/30%e 7�F CIVIL �? C 2/25/2015 SHEET C2 0� 0 o� s 27:,4 0 0 FLOOfR I/all IBUILDW.s AREA: 18,33 SF. ® PROVIDE WALL MOUNTED 24:10-15C FIRE EXTINGUISHER IN CA51NET OR 5RACKET WITH TOP NO MORE THAN 5' FROM F.F. VERIFY LOCATIONS WITH FIRE MARSHAL PRIOR TO INSTALLATION. f: I RE DEPARTMENT REQUIREMENTS: 1. PROVIDE ONE 24:105G FIRE EXTINGU15HER MOUNTED IN CABINET OR ON BRACKET SO TOP IS NO MORE THAN 5' ABOVE F.F. AT EACH UNIT. 2, POST SUITE 4DDRE55 ON EACH SEPARATE UNIT AT FRONT (NOT ON DOOR) AND EACH BACK DOOR. 3. NOTIFY FIRE DEPARTMENT (530-538-ro83l Xl(o(o) IF HAZARDOUS OPERATIONS, PROCESSES OR 5TORAGE WILL BE CONDUCTED IN ANY UNIT. A SPECIAL PERMIT FROM HE FIRE DEPARTMENT MAY BE REQUIRED. O TTP 0 229'-0" I 0 PRELIMINARY NOT FOR CONSTRUCTION I I I I I TYf I 1 ��' BUILDING 03 FOR CUDGEL CONSTRUCTION ��: REVISIONS: SHEET ON ENTLER r4VENUE - CHICO, CA QEss�oyq CR t DATE MARK NOTE CRANDALL ENGINEERING OO ��� o�EW y ' `x ATE. 4958 PONDEROSA WAY r 2i25i2015 P.O. BOX 124 MIDPINES, CA 95345 CLIENT rsUDGEL CONSTRUCTION c ,�, EV. s/30/is �� �� c�vt� L.E: C: \Users\PCUser\Desktop\140 CUDGEL #36\045-work6.dwg PHONE: 209-966-4844 FAX: 209-966-4744 629 ENTLER AVE. SOX 36 F o� c` 041CO, CA 95928 No: OF PHONE: (530) 624-1998 13045 DOOR THRESHOL TACTILE EXIT SIGN \_ INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN POWER EXHAUST FAN VENTED TO O.S. TYPICAL 3 1/2" 1_611 BUILDING INTERIOR O �n ExIT DOOR 1IE6UWP19HIrrrB I. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. 2. DOOR HARDWARE SHALL CONFORM TO CBC SECTION 1008.1.9 AND BE MOUNTED BETWEEN 34" s 44" ABOVE THE FINISHED FLOOR. DOOR HARDWARE SHALL BE SINGLE -EFFORT, LEVER TYPE HARDWARE CONFORMING TO CBG II5-4042.1 AND NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE. 3. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHIEELCHAIR FOOTREST WITHOUT CATCHING OR CREATING A HAZARDOUS CONDITION. CBC IIB -4042.10. 4. THE MAXIMUM EFFORT REQUIRED TO OPEN DOORS (OTHER THAN FIRE DOORS) SHALL NOT EXCEED 5 LBS, CBC II5-4042.9 5. EXIT SIGNS SHALL BE INSTALLED AT ALL EXIT DOORWAYS AS REQUIRED BY CBC SECTION 1011.0. SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. 6. ALL GRADE LEVEL EXIT DOORS SHALL BE IDENTIFIED ON THE INSIDE WIITH TACTILE EXIT SIGNAGE FOR GRADE LEVEL EXITS WITHOUT RAMP OR STAIRWAY CONFORMING TO CBC SECTION 10113. SICSNS SHALL BE MOUNTED BETWEEN 48" AND 60" AFF. SIGN MARKING SHALL CONFORM TO CBC 1115-1033, ITEM 1. 1. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AT THE EXTERIOR WITH AND INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN COINFOR-11NG TO CBC SECTION I5-103.12.1. SIGN SHALL BE POSTED ADJACENT TO THE DOOR AT 60" ABOVE THE WALKING SURFACE. DOOR LANDING AREA TO BE SMOOTH HARD 5 _p UR=ACE CONCRETE OR A.G. PAVING) WITH MAXIMUM SLOPE NOT MORE THAN 1/4" PER FOOT 1�TAIL ,A 8'-6" RR. FINISH NOTES -6' A. PAINT GWB WITH 2-COAT5 S.G. ENAMEL B. WAINSCOT TO BE PLASTIC LAMINATE OR 2 -PART EPDXY FINISH WHERE APPROVED BY BUILDING DEPARTMENT. C. 5" BASE TO BE SELF -COVE VINYL OR RUBBER. RUBBER BASE TO BE SEALED AT FLOOR. D. SMOOTH. HARD, NONABSORBENT FLOOR FINISH. MAY BE SHEET VINYL OR SEALED CONCRETE WITH CERAMIC TILE BASE OR SHEET VINYL FLOORING WITH SELF COVE BASE. SHEET VINYL SHALL BE APPROVED BY THE BUILDING DEPT. O m NOTE: THESE DETAILS ARE FOR DIMENSIONAL REFERENCE ONLY IN LAYING OUT ROU G44 PLUMBING. ACTUAL RR CONSTRUCTION SHALL BE BY SEPARATE PERMIT AND COWORM WITH ALL APPLICABLE REQUIREMENTS AT THE TM OF CONSTRUCTION. DETAIL mm OPTIONAL MIRROR RR ELEVATION Sl 4'-O" 1 1/2"41 SS GRAB BAR I. 2'-0" TP DISP. RR ELEVATION 03 8„ E. ALL W.C.'S TO HAVE ELONGATED BOWLS AND BE EQUIPPED WITH OPEN FRONT SEATS. F. PROVIDE SIGNS AT DOORS OR ENTRANCE TO REST ROOMS AS REQUIRED BY SECTION 2-511 OF TITLE 24. I) MEN'S RR - 1/4" THICK WHITE TRIANGLE WITH 12" EDGES, VERTEX POINTING UP. SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY WITH DOOR. 2) WOMEN'S RR - 12" DIAMETER WHITE CIRCLE, 1/4". SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY WITH DOOR. 3) UNISEX RR - 12" DIAMETER WHITE CIRCLE, 1/4" THICK WITH 1/4" THICK WHITE TRIANGLE SUPERIMPOSED. SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY WITH DOOR. G. REST ROOMS SHALL HAVE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR SYMBOL SHALL BE 6" IN HEIGHT AND MOUNTED 60" ABOVE FLOOR WITH VERBAL DESCRIPTION OF ROOM USAGE (MEN'S RR, WOMEN'S RR, UNISEX SHOWER) BELOW. N. BRAILLE SIGN INDICATING ROOM USE MOUNTED BETWEEN 48" 4 60" A.F.F_ RR ELEVATION 02 GWB CEILING PAINTED S.G.E. • 0 � C RR ELEVATION 04 1@1 O GENERAL NOTES 1. ENGINEERING DESIGN LOADS ROOF LIVE LOAD: MINIMUMS PER CBG TABLE 1601A.1 WIND LOADING BASED ON: 110 MPH/EXPOSURE "C" SEISMIC DESIGN: SITE CATEGORY: D RISK CATEGORY: II SEISMIC IMPORTANCE FACTOR: 1.0 Ss = 0.592 SI = 0226 SDI = 0293 SDS = 0.523 SDG = 'D' SFR- = OSMRF/OSGBF Cs = 0.1504 FRAME / =0.1619 BRACE ANALYSES BY EQUIVALENT LATERAL FORCE METHOD 2. CONSTRUCTION SHALL CONFORM TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING THE FOLLOWING: 2010 CALIFORNIA STATE BUILDING CODE, TITLE 24, PART 2 2010 CALIFORNIA STATE ELECTRICAL CODE,TITLE 24, PART 3 2010 CALIFORNIA STATE MECHANICAL CODE, TITLE 24, PART 4 2010 CALIFORNIA STATE PLUMBING CODE, TITLE 24, PART 5 2010 CALIFORNIA STATE ENERGY CODE, TITLE 24, PART 6 2010 CALIFORNIA STATE FIRE CODE, TITLE 24, PART 9 2010 CALIFORNIA GREEN BUILDING STANDARDS CODE 3. STEEL BUILDING SHALL BE DESIGNED BY OTHERS TO CBG AND MBMA REQUIREMENTS. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. 4. EACH SUBCONTRACTOR SHALL EXAMINE THE PLANS CAREFULLY WITH RESPECT TO ADJOINING WORK. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE BEGINNING OF WORK 5. THE SEAL AND SIGNATURE FOR THESE PLANS APPLIES ONLY TO THE DESIGN ON THE BUILDING COMPONENTS AND FEATURES SHOWN AND SPECIFICALLY DETAILED ON THESE PLANS AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. SPECIAL INSPECTIONS 1. REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER CHAPTER 11 OF THE GBG AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. 2. THE SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER AND APPROVED BY THE ENGINEER. 3. SPECIAL INSPECTOR CERTIFICATIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT WITH THE PERMIT APPLICATION. THE SPECIAL INSPECTOR MUST BE APPROVED BY THE BUILDING DEPARTMENT PRIOR TO BEGINNING CONSTRUCTION. 4. ALL INSPECTOR'S HANDWRITTEN LOGS SHALL BE AVAILABLE ON THE J0561TE FOR REVIEW BY BUILDING DEPARTMENT FIELD INSPECTORS. 5. COPIES OF ALL INSPECTOR REPORTS SHALL BE FILED WITH THE LOCAL BUILDING DEPARTMENT AND CRANDALL ENGINEERING. REPORTS SHALL BE FILED WEEKLY DURING CONSTRUCTION. REPORTS SHALL NOTE ALL DISCREPANCIES WHETHER CORRECTED OR NOT. 6. UPON COMPLETION OF THE PROJECT, THE INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, PERFORMED IN CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CBC AND/OR ICC REPORT. 1. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING ITEMS AND PROCEDURES AS NOTED. MW STIR04GTW BMTWS: A. ALL HIGH STRENGTH BOLTS ARE TO BE INSTALLED USING "TURN OF THE NUT" METHOD SPECIFIED IN THE 13TH EDITION OF THE RISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". PERIODIC MONITORING OF BOLT TIGHTENING IS ACCEPTABLE WHEN USING "TURN OF THE NUT" METHOD. B. INSPECTOR SHALL VERIFY THAT ALL BOLTS AND WASHERS CONFORM WITH THE REQUIRED SPECIFICATION. C. INSPECTOR SHALL VERIFY THAT THE MEMBERS TO BE CONNECTED ARE PROPERLY ALIGNED PRIOR TO TIGHTENING. D. TESTER SHALL OBSERVE THE CALIBRATION PROCEDURES WHEN REQUIRED BY THE ASTM SPECIFICATION (A325 OR A490) AND MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL PLIES OF CONNECTED MATERIAL HAVE BEEN DRAWN TOGETHER ANWORS SET IN HARDENED C 0NOPOM A. STEEL ANCHORS SET IN HARDENED CONCRETE SHALL RECEIVE SPECIAL INSPECTION PER THIS SECTION, B. INSPECTOR SHALL VERIFY SIZE AND GRADE OF ANCHOR OR ANCHOR ROD, ROD MATERIAL, TYPE OF EPDXY ADHESIVE, AND SIZE OF DRILL BIT USED FOR BORING HOLE IN CONCRETE. C. INSPECTOR SHALL VERIFY PROPER DRILLING AND CLEANING OF HOLE, MIXING OF ADHESIVE AND INSERTION OF ROD. D. INSPECTOR SHALL ALSO NOTE AMBIENT TEMPERATURE FOR CONFORMANCE WITH REQUIREMENTS LISTING WHERE APPLICABLE. SOIL NOTES 1. FOUNDATION DESIGN IS BASED ON "SOILS INVESTIGATION FOR PROPOSED COMMERCIAL SHELL BUILDINGS FOR RICK GUDGEL - ENTLER AVE, CHICO", DATED 22/15/15 Y CRANDALL ENGINEERING. 2. FOUNDATION DESIGN PARAMETERS ARE: SOIL BEARING CAPACITY: 1500 PSF LATERAL BEARING: 150 PCF COEFFICIENT OF FRICTION: 025 3, THE PROPOSED BUILDING SITE IS LEVEL AND EXCAVATION WILL BE LIMITED TO STRIPPING THE SITE OF ALL LOOSE MATERIAL VEGETATION AND LOOSE SURFACE SOILS. FILL FOR SUPPORT OF BUILDING SLAB AND ANY MINOR FILLS REQUIRED TO REPLACE OVEREXCAVATION REQUIRED AT SOFT SPOTS IS TO CONSIST OF CLEAN GRAVEL. 4. IF SOIL CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION THAT DIFFER FROM THOSE DESCRIBED IN THE REPORT, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY AND MEASURES TAKEN AS DIRECTED. -2-ow 0qAo"y\(--,j LIGHT GAUGE STEEL FRAMING 1. ALL LIGHT GAUGE STEEL STUDS, JOISTS AND TRACK SHALL BE GALVANIZED OR PAINTED SHAPES MADE FROM STEEL CONFORMING TO ASTM A448. GRADE A WITH A MINIMUM YIELD POINT OF 33,000 PSI. SHAPES AND SIZES NOTED ON THESE PLANS ARE STANDARD SHAPES AS LISTED IN THE STEEL STUD MANUFACTURER'S ASSOCIATION CATALOG AND I.C.B.O. ER NO, 4943P. DESIGNATED MEMBER SIZES ARE STANDARD M.SM.A. DESIGNATION. 2. ALL HAT, CHANNEL AND SUB -GIRT SECTIONS SHALL BE GALVANIZED SHAPES MADE FROM STEEL CONFORMING TO ASTM A445 GRADE A WITH A MINIMUM YIELD POINT OF 40,000 PSI AS MANUFACTURED BY BHP STEEL BUILDING PRODUCTS. 3. ALL STUD WALLS SHALL HAVE CONTINUOUS TOP AND BOTTOM TRACKS OF THICK- NESS MATCHING STUDS UNLESS NOTED OTHERWISE. TOP TRACKS SHALL BE SPLICED WITH 14" SECTIONS OF IDENTICAL MATERIAL INVERTED AND LAPPED P ON EACH SECTION AND ATTACHED WITH A MINIMUM OF 3-010 X P SCREWS THROUGH EACH FLANGE OF EACH PIECE OR AS SHOWN ON THE PLANS. 4. ALL BOTTOM TRACK SHALL BE ATTACHED TO CONCRETE SUBSTRUCTURE WITH 0.14"m X 1 1/2" SHOT PINS AT 24" O.G. UNLESS NOTED OTHERWISE. 5. CONNECTIONS OF LIGHT GAUGE STEEL FRAMING SHALL BE ACCOMPLISHED BY MEANS OF SELF -DRILLING TEK SCREWS OF THE SIZE INDICATED ON THE PLANS. WHERE CONNECTION IS NOT SPECIFICALLY SHOWN, IT SHALL BE MADE AS NOTED BELOW OR PER THE STANDARD DETAILS SHOWN IN THE STEEL FRAMING MANUFACTURER'S SPECIFICATIONS AND APPROPRIATE ICC REPORT. STUD TO TRACK:: I - 010 SCREW EACH FLANGE JOIST TO TRACK: 2 - 010 SCREWS TO WALL TOP TRACK (1 THROUGH CLOSURE TRACK) AND I SCREW TO TOP FLANGE OF CLOSURE TRACK BRIDGING TO JOISTS: I - "10 SCREW AT EACH CROSSING BRACING TO STUDS: 1 - 010 SCREW AT EACH CROSSING 6. SCREW LENGTH SHALL BE ADEQUATE TO PENETRATE ALL REQUIRED COMPONENTS AND PROVIDE AT LEAST 1/4" PROJECTION OF THE THREADED PORTION BEYOND THE LAST COMPONENT. 1. SCREW THREADS FOR EACH SIZE SCREW SHALL BE AS FOLLOWS UNLESS SPECIFICALLY NOTED OTHERWISE: "8 SCREWS -18 THREADS PER INCH 010 SCREWS - 15 THREADS PER INCH #12,1114 4 1/4 SCREWS - 14 THREADS PER INCH 8. SCREWS FOR FASTENING STEEL TO STEEL SHALL BE STANDARD HEXAGONAL HEAD SCREWS UNLESS HEADS MAY INTERFERE WITH INSTALLATION OF FINISH SURFACING WHERE PAN -HEADED SCREWS MAY BE USED, SCREWS USED TO FASTEN PLYWOOD SHALL BE WAFER HEAD SCREWS. 9. MINIMUM SCREW SPACING AND EDGE DISTANCE SHALL BE AS FOLLOWS: "8 - 1/2" MINIMUM 010 4 012 - 3/4" MINIMUM 014 4 1/4 - I" MINIMUM 10. WHERE SHEET METALS OF DIFFERENT THICKNESS ARE TO BE FASTENED, SCREWS SHALL BE DRIVEN SO THAT THE THINNER METAL IS FIRST PENETRATED. 11. SHEET METAL SHEATHING FOR DESIGNATED SHEAR PANELS SHALL BE MADE FROM STEEL CONFORMING TO ASTM A448. GRADE A WITH A YIELD POINT OF 33,000 PSI. SHEETS OF HIGHER YIELD OR GREATER THICKNESS SHALL NOT BE SUBSTITUTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. CECO ROOFING, SIDING AND SOFFIT PANELS: L STEEL SIDING, CANOPY 4 SOFFIT PANELS SHALL BE AS SUPPLIED BY CECO WITH FACTORY APPLIED FINISH IN COLOR AS NOTED ON ELEVATIONS. ROOFING SHALL BE CECO 'LOCKSEAM', CONCEALED -FASTENER PANELS WITH GALVALUME FINISH. 2. SIDING 4 SOFFIT PANELS SHALL BE FASTENED TO SUPPORTING MEMBERS A5 NOTED BY CECO. WHERE SUPPORTING MEMBERS ARE FIELD INSTALLED, #12 GASKETED SCREWS SHALL BE USED AS FOLLOWS; SCREWS 6" O.C. AT PANEL ENDS SCREWS 12" O.C. AT PANEL INTERMEDIATE SUPPORTS SCREWS AT 30" O.C. ALONG PANEL SIDE LAPS. 3 "LOCKSEAM" ROOFING AND CANOPY PANELS SHALL BE FASTENED TO SUPPORTING MEMBERS WITH CLIPS AS NOTED BY CECO. 4. EXPOSED FLASHING SHALL BE CECO STANDARD PREFINISHED STEEL PARTS OR CUSTOM MADE FROM CECO ROLL -STOCK COLORED TO MATCH JOINED MATERIALS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL FLASHING, CLOSURE STRIPS AND OTHER MATERIALS AS REQUIRED FOR WEATHER -TIGHT CONSTRUCTION. CONCRETE NOTES I. CONCRETE SHALL BE A COMMERCIALLY AVAILABLE TRANSIT- MIX PROPERLY PROPORTIONED AND DELIVERED TO THE SITE IN READY -MIX TRUCKS. AGGREGATE SIZE SHALL BE A MAXIMUM OF 1-1/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATIONS. SLUMP SHALL NOT EXCEED 4". CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TOWELING. 2. ALL CEMENT SHALL CONFORM TO ASTM STANDARD C-150. ALL AGGREGATES SHALL CONFORM TO ASTM STANDARD C-33. 3. CONCRETE USED FOR FOUNDATIONS AND SLABS ON GRADE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. AND SHALL NOT CONTAIN LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD. 4. ALL REINFORCING BARS SHALL BE GRADE 40 (FY=40,000 PSI) EXCEPT WHERE NOTED OTHERWISE. REINFORCING SHALL CONFORM TO ASTM STANDARD A-615 EXCEPT WHERE WELDING OF REBAR IS REQUIRED WHERE REINFORCING CONFORMING TO ASTM A706 SHALL BE USED. 5, REINFORCING MAY BE WELDED ONLY AS SHOWN ON THESE PLANS. TACK WELDING TO HOLD FOR ALIGNMENT SHALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER PREHEAT ALL "1 AND LARGER BAR PER AWS D14-92. PREHEAT NOT REQUIRED FOR BAR SIZES 06 AND SMALLER 6. REINFORCING SHALL BE LAID OUT TO MINIMIZE THE NUMBER OF SPLICES. SPLICES IN CONTINUOUS REINFORCEMENT FOR BAR SIZES 03 THROUGH 08, SHALL LAP AS NOTED ON THE PLANS OR AS FOLLOWS: GRADE 40 REINFORCING BARS: MINIMUM OF 32 BAR DIAMETERS. GRADE 60 REINFORCING BARS: MINIMUM OF 48 BAR DIAMETERS. WIRE MESH: 12" OR 2 -WIRE SPACES, WHICHEVER IS GREATER WHERE ALL BARS IN A MAT OR SECTION OF A BEAM ARE SPLICED AT THE SAME LOCATION OR MORE THAN 12" OF FRESH CONCRETE IS TO BE PLACED BELOW THE BARS, THE ABOVE DISTANCES SHALL BE INCREASED AN ADDITIONAL 30%. SPLICES IN BARS LARGER THAN "8 SHALL BE ONLY AS SHOWN ON THE PLANS. 1, UNLESS SHOWN OTHERWISE, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 2" EXCEPT WHEN CONCRETE IS TO BE PLACED DIRECTLY AGAINST EARTH WHERE IT SHALL BE 3" 8. ALL ANCHOR BOLTS SHALL CONFORM WITH ASTM A-307. 9. SPECIAL INSPECTION OF CONCRETE FOR FOJNDATIONS AND SLABS -ON -GRADE IS N REQUIRED PER EXCEPTIONS 1 4 3 TO GBG SECTION 1104,4. CONCRETE SLAB CONSTRUCTION I. CONCRETE SLAB AS SHOWN ON THE PLANS IS THE MINIMUM THICKNESS AND REINFORCING REQUIRED FOR STABILITY OF STEEL BUILDING AND IS ADEQUATE FOR NORMAL COMMERCIAL USE INCLUDING PNEUMATIC TIRED VEHICULAR TRAFFIC. IF HEAVY LOADING FROM STORED MATERIALS, RACKS, FORKLIFTS OR STATIONARY EQUIPMENT IS ANTICIPATED, THE ENGINEER SHOULD BE NOTIFIED AND SLAB THICKNESS AND REINFORCING MAY BE ADJUSTED. 2. GRAVEL BASE SHOWN IS TO PROVIDE STRUCTURAL BASE FOR SLAB ONLY. NO PROVISIONS FOR PREVENTING GROUNDWATER INFILTRATION OR DAMPNESS OF THE SLAB ARE INCLUDED. IF BUILDING USE WILL BE SUCH THAT SLAB MUST BE DRY AT ALL TIMES, DAMP -PROOFING WITH PEA GRAVEL BASE, VISQUEEN AND 2" SAND TOPPING IS RECOMMENDED. 3. CRACK CONTROL JOINTING SHOWN MAY BE ALTERED AT THE CONTRACTOR'S OPTION PROVIDED THE JOINTS ARE SPACED AT APPROXIMATELY 12' INTERVALS IN BOTH DIRECTIONS. THE MAXIMUM SPACING SHALL IN NO CASE EXCEED 20'. 4. CRACK CONTROL JOINTS MAY BE MADE BY EITHER EMBEDDING AN APPROVED INSERT SUCH AS ZIP -STRIP OR KEY-KOLD IN THE CONCRETE OR BY SAW -CUTTING THE CONCRETE AS SOON AS PRACTICABLE AFTER PLACING. IF SAWCUTTING IS TO BE USED, AND NO SPECIAL JOINT DETAILS ARE SHOWN ON THE PLAN, CARE MUST BE EXERCISED SO AS NOT TO CUT HAIRPINS, FRAME TIES OR OTHER STRUCTURAL REINFORCING. 5. UNLESS SPECIFIED OTHERWISE, REINFORCING SHALL BE CONTINUOUS THROUGH THE CRACK -CONTROL JOINTS. PREFABRICATED STEEL BUILDING PLANS AND CALCULATIONS BY CECO BUILDING SYSTEMS FOR BUILDING NUMBER 14-8-11197, BEARING THE SIGNATURE AND SEAL OF RICHARD STEVENSON, C-38168, HAVE BEEN REVIEWED AND FOUND TO BE COMPATIBLE WITH THE OVERALL DESIGN OF THIS PROJECT O BUIL0]W-s--D A - 2013 C8C OCCUPANCY GROUP: SHELL BUILDING INTENDED FOR USE AS THE ANY OF THE FOLLOWING OCCUPANCIES: B, M, Fl, F2, 81, 82 TYPE OF CONSTRUCTION: IIB (NO SPRINKLERS) LOCATION ON PROPERTY: NORTH: 85't TO EXISTING BUIlLDING (20' TO ASSUMED PL) EAST: '10' TO EXISTING BUILIDING (20' TO ASSUMED PL) Y rr Q SOUTH: 60' TO PL WEST: 12't TO EXISTING BUILDING (20' TO ASSUMED PL) FLOOR AREA: PROPOSED: 1833 SQ FT. ALLOWABLE AREA: 12,000 Sa FT. FOR B, M, 81 4 Ft 1 5,000 Sa FT. FOR F2 4 S2 6 Z O INCREASE FOR SETBACK 4 -SIDES: 15% MAXIMUM AREA TO BE DETEl"NED AS PART OF FUTURE PERMITS 14EIGHT: PROPOSED 1'I' MEAN ROOF, 22 -2' MAX ALLOWABLE HEIGHT ■ SS' F- Q NUMBER OF STORIES: PROPOSED : SINGLE STORY (WITH EXISTING MEZZANINE) ALLOWABLE : TWO STORY FOR PLANED OCCUPANCIES � o OCCUPANT LOAD: NOT DETERMINED EXITS: REQUIRED: NOT DETERMINED PROPOSED: 16 EXITS V A SEPARATIE PERMIT FROM 5UTTI=- COUNTY n el WILL 5E REQU I RED FOR IMPROVEMENTS AND W OCCUPANCY OF ALL 92M,4CES. W 01 04 LIGHT GAUGE STEEL FRAMING 1. ALL LIGHT GAUGE STEEL STUDS, JOISTS AND TRACK SHALL BE GALVANIZED OR PAINTED SHAPES MADE FROM STEEL CONFORMING TO ASTM A448. GRADE A WITH A MINIMUM YIELD POINT OF 33,000 PSI. SHAPES AND SIZES NOTED ON THESE PLANS ARE STANDARD SHAPES AS LISTED IN THE STEEL STUD MANUFACTURER'S ASSOCIATION CATALOG AND I.C.B.O. ER NO, 4943P. DESIGNATED MEMBER SIZES ARE STANDARD M.SM.A. DESIGNATION. 2. ALL HAT, CHANNEL AND SUB -GIRT SECTIONS SHALL BE GALVANIZED SHAPES MADE FROM STEEL CONFORMING TO ASTM A445 GRADE A WITH A MINIMUM YIELD POINT OF 40,000 PSI AS MANUFACTURED BY BHP STEEL BUILDING PRODUCTS. 3. ALL STUD WALLS SHALL HAVE CONTINUOUS TOP AND BOTTOM TRACKS OF THICK- NESS MATCHING STUDS UNLESS NOTED OTHERWISE. TOP TRACKS SHALL BE SPLICED WITH 14" SECTIONS OF IDENTICAL MATERIAL INVERTED AND LAPPED P ON EACH SECTION AND ATTACHED WITH A MINIMUM OF 3-010 X P SCREWS THROUGH EACH FLANGE OF EACH PIECE OR AS SHOWN ON THE PLANS. 4. ALL BOTTOM TRACK SHALL BE ATTACHED TO CONCRETE SUBSTRUCTURE WITH 0.14"m X 1 1/2" SHOT PINS AT 24" O.G. UNLESS NOTED OTHERWISE. 5. CONNECTIONS OF LIGHT GAUGE STEEL FRAMING SHALL BE ACCOMPLISHED BY MEANS OF SELF -DRILLING TEK SCREWS OF THE SIZE INDICATED ON THE PLANS. WHERE CONNECTION IS NOT SPECIFICALLY SHOWN, IT SHALL BE MADE AS NOTED BELOW OR PER THE STANDARD DETAILS SHOWN IN THE STEEL FRAMING MANUFACTURER'S SPECIFICATIONS AND APPROPRIATE ICC REPORT. STUD TO TRACK:: I - 010 SCREW EACH FLANGE JOIST TO TRACK: 2 - 010 SCREWS TO WALL TOP TRACK (1 THROUGH CLOSURE TRACK) AND I SCREW TO TOP FLANGE OF CLOSURE TRACK BRIDGING TO JOISTS: I - "10 SCREW AT EACH CROSSING BRACING TO STUDS: 1 - 010 SCREW AT EACH CROSSING 6. SCREW LENGTH SHALL BE ADEQUATE TO PENETRATE ALL REQUIRED COMPONENTS AND PROVIDE AT LEAST 1/4" PROJECTION OF THE THREADED PORTION BEYOND THE LAST COMPONENT. 1. SCREW THREADS FOR EACH SIZE SCREW SHALL BE AS FOLLOWS UNLESS SPECIFICALLY NOTED OTHERWISE: "8 SCREWS -18 THREADS PER INCH 010 SCREWS - 15 THREADS PER INCH #12,1114 4 1/4 SCREWS - 14 THREADS PER INCH 8. SCREWS FOR FASTENING STEEL TO STEEL SHALL BE STANDARD HEXAGONAL HEAD SCREWS UNLESS HEADS MAY INTERFERE WITH INSTALLATION OF FINISH SURFACING WHERE PAN -HEADED SCREWS MAY BE USED, SCREWS USED TO FASTEN PLYWOOD SHALL BE WAFER HEAD SCREWS. 9. MINIMUM SCREW SPACING AND EDGE DISTANCE SHALL BE AS FOLLOWS: "8 - 1/2" MINIMUM 010 4 012 - 3/4" MINIMUM 014 4 1/4 - I" MINIMUM 10. WHERE SHEET METALS OF DIFFERENT THICKNESS ARE TO BE FASTENED, SCREWS SHALL BE DRIVEN SO THAT THE THINNER METAL IS FIRST PENETRATED. 11. SHEET METAL SHEATHING FOR DESIGNATED SHEAR PANELS SHALL BE MADE FROM STEEL CONFORMING TO ASTM A448. GRADE A WITH A YIELD POINT OF 33,000 PSI. SHEETS OF HIGHER YIELD OR GREATER THICKNESS SHALL NOT BE SUBSTITUTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. CECO ROOFING, SIDING AND SOFFIT PANELS: L STEEL SIDING, CANOPY 4 SOFFIT PANELS SHALL BE AS SUPPLIED BY CECO WITH FACTORY APPLIED FINISH IN COLOR AS NOTED ON ELEVATIONS. ROOFING SHALL BE CECO 'LOCKSEAM', CONCEALED -FASTENER PANELS WITH GALVALUME FINISH. 2. SIDING 4 SOFFIT PANELS SHALL BE FASTENED TO SUPPORTING MEMBERS A5 NOTED BY CECO. WHERE SUPPORTING MEMBERS ARE FIELD INSTALLED, #12 GASKETED SCREWS SHALL BE USED AS FOLLOWS; SCREWS 6" O.C. AT PANEL ENDS SCREWS 12" O.C. AT PANEL INTERMEDIATE SUPPORTS SCREWS AT 30" O.C. ALONG PANEL SIDE LAPS. 3 "LOCKSEAM" ROOFING AND CANOPY PANELS SHALL BE FASTENED TO SUPPORTING MEMBERS WITH CLIPS AS NOTED BY CECO. 4. EXPOSED FLASHING SHALL BE CECO STANDARD PREFINISHED STEEL PARTS OR CUSTOM MADE FROM CECO ROLL -STOCK COLORED TO MATCH JOINED MATERIALS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL FLASHING, CLOSURE STRIPS AND OTHER MATERIALS AS REQUIRED FOR WEATHER -TIGHT CONSTRUCTION. CONCRETE NOTES I. CONCRETE SHALL BE A COMMERCIALLY AVAILABLE TRANSIT- MIX PROPERLY PROPORTIONED AND DELIVERED TO THE SITE IN READY -MIX TRUCKS. AGGREGATE SIZE SHALL BE A MAXIMUM OF 1-1/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATIONS. SLUMP SHALL NOT EXCEED 4". CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TOWELING. 2. ALL CEMENT SHALL CONFORM TO ASTM STANDARD C-150. ALL AGGREGATES SHALL CONFORM TO ASTM STANDARD C-33. 3. CONCRETE USED FOR FOUNDATIONS AND SLABS ON GRADE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. AND SHALL NOT CONTAIN LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD. 4. ALL REINFORCING BARS SHALL BE GRADE 40 (FY=40,000 PSI) EXCEPT WHERE NOTED OTHERWISE. REINFORCING SHALL CONFORM TO ASTM STANDARD A-615 EXCEPT WHERE WELDING OF REBAR IS REQUIRED WHERE REINFORCING CONFORMING TO ASTM A706 SHALL BE USED. 5, REINFORCING MAY BE WELDED ONLY AS SHOWN ON THESE PLANS. TACK WELDING TO HOLD FOR ALIGNMENT SHALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER PREHEAT ALL "1 AND LARGER BAR PER AWS D14-92. PREHEAT NOT REQUIRED FOR BAR SIZES 06 AND SMALLER 6. REINFORCING SHALL BE LAID OUT TO MINIMIZE THE NUMBER OF SPLICES. SPLICES IN CONTINUOUS REINFORCEMENT FOR BAR SIZES 03 THROUGH 08, SHALL LAP AS NOTED ON THE PLANS OR AS FOLLOWS: GRADE 40 REINFORCING BARS: MINIMUM OF 32 BAR DIAMETERS. GRADE 60 REINFORCING BARS: MINIMUM OF 48 BAR DIAMETERS. WIRE MESH: 12" OR 2 -WIRE SPACES, WHICHEVER IS GREATER WHERE ALL BARS IN A MAT OR SECTION OF A BEAM ARE SPLICED AT THE SAME LOCATION OR MORE THAN 12" OF FRESH CONCRETE IS TO BE PLACED BELOW THE BARS, THE ABOVE DISTANCES SHALL BE INCREASED AN ADDITIONAL 30%. SPLICES IN BARS LARGER THAN "8 SHALL BE ONLY AS SHOWN ON THE PLANS. 1, UNLESS SHOWN OTHERWISE, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 2" EXCEPT WHEN CONCRETE IS TO BE PLACED DIRECTLY AGAINST EARTH WHERE IT SHALL BE 3" 8. ALL ANCHOR BOLTS SHALL CONFORM WITH ASTM A-307. 9. SPECIAL INSPECTION OF CONCRETE FOR FOJNDATIONS AND SLABS -ON -GRADE IS N REQUIRED PER EXCEPTIONS 1 4 3 TO GBG SECTION 1104,4. CONCRETE SLAB CONSTRUCTION I. CONCRETE SLAB AS SHOWN ON THE PLANS IS THE MINIMUM THICKNESS AND REINFORCING REQUIRED FOR STABILITY OF STEEL BUILDING AND IS ADEQUATE FOR NORMAL COMMERCIAL USE INCLUDING PNEUMATIC TIRED VEHICULAR TRAFFIC. IF HEAVY LOADING FROM STORED MATERIALS, RACKS, FORKLIFTS OR STATIONARY EQUIPMENT IS ANTICIPATED, THE ENGINEER SHOULD BE NOTIFIED AND SLAB THICKNESS AND REINFORCING MAY BE ADJUSTED. 2. GRAVEL BASE SHOWN IS TO PROVIDE STRUCTURAL BASE FOR SLAB ONLY. NO PROVISIONS FOR PREVENTING GROUNDWATER INFILTRATION OR DAMPNESS OF THE SLAB ARE INCLUDED. IF BUILDING USE WILL BE SUCH THAT SLAB MUST BE DRY AT ALL TIMES, DAMP -PROOFING WITH PEA GRAVEL BASE, VISQUEEN AND 2" SAND TOPPING IS RECOMMENDED. 3. CRACK CONTROL JOINTING SHOWN MAY BE ALTERED AT THE CONTRACTOR'S OPTION PROVIDED THE JOINTS ARE SPACED AT APPROXIMATELY 12' INTERVALS IN BOTH DIRECTIONS. THE MAXIMUM SPACING SHALL IN NO CASE EXCEED 20'. 4. CRACK CONTROL JOINTS MAY BE MADE BY EITHER EMBEDDING AN APPROVED INSERT SUCH AS ZIP -STRIP OR KEY-KOLD IN THE CONCRETE OR BY SAW -CUTTING THE CONCRETE AS SOON AS PRACTICABLE AFTER PLACING. IF SAWCUTTING IS TO BE USED, AND NO SPECIAL JOINT DETAILS ARE SHOWN ON THE PLAN, CARE MUST BE EXERCISED SO AS NOT TO CUT HAIRPINS, FRAME TIES OR OTHER STRUCTURAL REINFORCING. 5. UNLESS SPECIFIED OTHERWISE, REINFORCING SHALL BE CONTINUOUS THROUGH THE CRACK -CONTROL JOINTS. PREFABRICATED STEEL BUILDING PLANS AND CALCULATIONS BY CECO BUILDING SYSTEMS FOR BUILDING NUMBER 14-8-11197, BEARING THE SIGNATURE AND SEAL OF RICHARD STEVENSON, C-38168, HAVE BEEN REVIEWED AND FOUND TO BE COMPATIBLE WITH THE OVERALL DESIGN OF THIS PROJECT O Z Y rr Q 6 Z O 0 W F- Q � o V wt a n el o� W W 01 04 Z N W LL 3 C9 't J 0 D(o Q W�Qro p 0) T" I Z o XW N ap /Q `i mm?W inOQ= V �'n.�a V/ L� 1� O z r IF- L)LuU i '(o� 'Q � W,�� U �61- OL J 0 O Z W F v ALE JOB NO: 13045 LE: C: \Users\PCUser\Desktop\14047 CUDGEL #3B\045-work6.dwg - pFESS/pN� .; r C 32934 Dom. 8/30/18 CMIL OF C�L�� 2/25/2015 SHEET ,4 1.2 10 STUCCO ON WWL OVER LIGHTGAUGE STEEL FRAMING. COLOR TO MATCH CECO 'LIGHTSTONE' LIGHTGAUGE STEEL BUILT-UP CORNICE \ - CECO "LOCKSEAM" STEEL FASCIA PANELS. COLOR 'FERN GREEN' CECO "LOCKSEAM" STEEL COLO CECO "LOCKSEAM" STEEL FASCIA PANELS. COLOR 'FERN GREEN' NORTH / 6OUTH ELEVATION6 STUCCO ON WWL OVER LIGHTGAUGE 4TCC1 CCAMlKl,- r'nl ni? Tn MATe-" 1/4" IN 12"I DETAIL ,4 9/8'•1'-O' TITLE IBUILDINCs +3 " GU CONSTRUCTION 1i.71:)Gl IPL I . "+L -L- 1%-, LJL SAFETY GLAZING WE6T ELEVATION CECO "LOCK -SEAM" STEEL C:OLC STUCCO ON WWL OVER LIGHTGAUGE STFFI FRAMING. COLOR TO MATCH SAFETY GLAZING TO BE 'LIGHTSTONE' —-- III /1/`l/ct' A%All _ G ASSEMBLY. ALL GLAZING TO BE TO BE 'LIGHTSTONE' �" "` `� `� " `" SAFETY GLAZING TO BE 'LIGHtSTONE' SAFETY GLAZING E46T ELEVATION STUCCO NOTES i. STUCCO (EXTERIOR LATH AND PLASTER) SHALL BE APPLIED IN ACCORDANCE WITH SECTION 2508 OF THE GBG. APPLICATION SHALL BE IN THREE COATS OVER METAL LATH OR WIRE FABRIC AND TWO COATS WHEN APPLIED TO MASONRY OR CONCRETE. TOTAL THICKNESS SHALL NOT BE LESS THAN 1/8" 2. WHERE STUD WALL JOINS TO A SLAB AT GRADE, STUCCO SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW LATH AND PAPER. PROVIDE FLASHING OR WEEP SCREED AT SUCH JOINTS. NOTE: ALL EXTERIOR COLORS TO MATCH EXISTING BUILDINCs IN DEVELOPMENT 1p) IF2 L 0 m 0 m Z� m aoV rFoa Coa& rQQflcr_Tooa TITLE IBUILDINCs +3 " GU CONSTRUCTION GALE: REVISIONS: SHEET ON ENTLER A4VENUE - CI-HCO, CA Q�°FEss�oN� cR'�o�yp DATE MARK NOTE CRANDALL ENGINEERING A���'° �, j� �— or. ATE: 2/25/2015 2 _LJELEVATIONS 4958 PONDEROSA WAY CLIENT GUCGEL CONSTRUCTION P.O. BOX 124 MIDPINES CA 95345 C 32934EXP' 8/30/18 \ sy, FlLE: C.\Users\PCU 45 -Desktop g40 CUDGEL #38\04r\Desktop\l PHONE: 209-966-4844 FAX: 209-966-4744 629 ENTLER AVE. SOX 36 ''F ' �A`�F�`�� CHICO, CA 95928 ,OB Na OF PHONE: (530) 624-1998 13045 STEEL FRAME BY CECO BUILDING SYSTEMS I/4 4" VINYL -BACKED FIBERGLASS ROOF INSULATION (RI3) CONSTRUCTION SYMMETRICAL ABOUT CENTERLINE 10" Z -PURLINS 6 e>, -011t O.C. BY CECO VINYL INSULATION BACKING SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED PER GBG STANDARD 8-I. 4" CONCRETE SLAB WITH 6/6/10/10 WWM Sr=C 1 ION rA""� 1/4M•t'-o" 3 CONSTRUCTION L ----SYMMETRICAL ABOUT CECO "LOCKSEAM" INTERIOR / GUTTER BY STEEL ROOFING. CECO GALvALUME FINISH 1 CECO EAVE STRUT O CECO GIRT cn CECO GIRT STEEL FRAME BY CECO BUILDING SYSTEMS �STUCGO 6" FIBERGLASS (RIS ON WWL INSULATION TYPICAL IN - FRAMED WALLS ro00S162-54 STUDS g 2411 O.G. (TYPICAL) O 600TI50-54 BOTTOM TRACK W/ 3/8"X3" TITEN-HD CONCRETE ANCHORS N 32" O.C. SLOPE FF 2" SAND/ 6 MIL VISQUEEN OVER 4" CLEAN GRAVEL CONTINUOUS GUTTER W/ CECO "LOCKSEAM" — n�ii • 5'-OII — CECO "LOCKSEAM" / CONTINUOUS GUTTER W/ at n=r� =e efw1� DOWNSPOUTS 6 30't O.G. CECO "LOCKSEAM" STEEL ROOFING. GALVALUME FINISH 611 VINYL -BACKED/ FIBERGLASS ROOF INSULATION (RI9) ENDWALL ROOF/X BEAM BY CECO GIRT BY CEGO 2" SAND OvER (o MIL VISQUEEN OVER 4"t GRAVEL Sr=Ct I Oil \t43.,V CEGO "LOCKSEAM" STEEL ROOFING. GALVALUME FINISH 6" VINYL -BACKED FIBERGLASS ROOF INSULATION (R19) PURLINS BY CECO v ENDWALL ROOF. BEAM BY CECO GIRT BY CECO 12X3.5012 14005300-11a �q HEADER EA SIDE �t GIRT BY CECO 12X3.5GI2 6005200-54 STUDS v 24" O.C. 600T 150-54 BOTTOM TRACK C O GL 4 AL_j STOREFRONT ASSEMBLY 6'-OII t� cn J iw 4 > LIGHTGAUGE STEEL FRAMED TRUSS 4'-0" O.C. CECO "LOCKSEAM" 24 GA PREFINISHED STEEL FASCIA PANELS \26 GA PREFINISHED CECO PBR STEEL SOFFIT PANELS PREFINISHED STEEL SIDING SLOPE SECTION 1/4°011-011 3 0 Q 11 >Q PRELIMINARY NOT FOR CONSTRUCTION 6" FIBERGLASS (R19 INSULATION TYPICAL IN O FRAMED WALLS O Z cn 12005162 -54STUCCO ON WWL STUDS -a 24" O.C. Y a 1200TI50-54 BOTTOM TRACK W/ 3/8"X3" TITEN-HD CONCRETE ANCHORS M 32" O.G. 4" CONCRETE SLAB WITH 6/6/10/10 WWM\ \y SLOPE Z O 2" SAND OvER (o MIL VISQUEEN OVER 4"t GRAVEL Sr=Ct I Oil \t43.,V CEGO "LOCKSEAM" STEEL ROOFING. GALVALUME FINISH 6" VINYL -BACKED FIBERGLASS ROOF INSULATION (R19) PURLINS BY CECO v ENDWALL ROOF. BEAM BY CECO GIRT BY CECO 12X3.5012 14005300-11a �q HEADER EA SIDE �t GIRT BY CECO 12X3.5GI2 6005200-54 STUDS v 24" O.C. 600T 150-54 BOTTOM TRACK C O GL 4 AL_j STOREFRONT ASSEMBLY 6'-OII t� cn J iw 4 > LIGHTGAUGE STEEL FRAMED TRUSS 4'-0" O.C. CECO "LOCKSEAM" 24 GA PREFINISHED STEEL FASCIA PANELS \26 GA PREFINISHED CECO PBR STEEL SOFFIT PANELS PREFINISHED STEEL SIDING SLOPE SECTION 1/4°011-011 3 0 Q 11 >Q PRELIMINARY NOT FOR CONSTRUCTION O Z Y a Z O N 5 W Q � V � z (0 x 0 W W o N tz V Q W LL �It N 0) J J 01 Z OX00 Q az 00 V IL Lij V/ U ` =U U x J zz to N�(O � lu W �--i �U N 0� F– Z W F v CALL I/Q tl � II-OII V JOB NO: 13045 LL C:\Users\PCUser\Desktop\14047 CUDGEL #3B\045-work6.dwg iQ OF ESSl � Z I�' r � C 32.34 \ EXP. 8/30/16 CALIF 2/25/2015 SHEET A.5.1 ^r- 10 I 4-"12�I 12" GIRT BY CECO \ r- 2 - *12 AT EACH STUD 14005300 -118 HEADER EA SIDE &� / •�`.•� 3 4-"1217' 4-"12 12" GIRT ••' BY CECO • 5-"12 20 GA MCELROY 'MAC GIRT' SUBPURLINS 9 LOCATIONS SHOWN (TOTAL 8). SEE FOR CONNECTION • - ' iow V. 4 -*12 4 -*12 r -33 m N 0 4 -*12 0 6005137-33 \ �11DING BY CECO 600T250-54. SPLICE PER EQ lo 26 GA PREFINISHED STEEL SOFFIT PANELS EQ DETAIL 3/411.1'-0" 3 GUTTER BY EAVE STRUT CECO BY CECO ��-SIDING BY CECO Z -GIRT BY CEco\ 3626150-54 • 5 - *12 TRACK WITH *12 m 6" O.C. � C12005162-54 HEADER EA SIDE OF STUD WALL m 36 ?S �3� S 3 2 -*12 AT EACH STUD / / / r CECO "LO "1" 24 GA PREFINISHED STEEL FASCIA I PANELS 0 \20 GA PREFINISHED BOX SILL TRIM 3"f 20 GA MCELROY 'MAC GIRT' SUBPURLINS g LOCATIONS SHOWN (TOTAL 8). SEE FOR CONNECTION j� wo CECO "L0CK6EAM" 24 GA PREFINISHED STEEL FASCIA (PANELS 0 8" C-GIRTS SIMPSON L30 LIP \20 GA PREFINISHED BY CECO\ W/ 4 - «IO SCREWS BOX SILL TRIM 26 GA PR FIN SHED 61DING BY CECO EQ oo DETAIL r5� 3/4"ml'-O" 3 STEEL SOFFIT ANELS EQ 3°t O cn 'ORTINCs MEMBER ,HOWN ELSEWHERE GA 'MAG GIRT" DETAIL C NTS 3 12005162-54 STUDS 6005200-54 STUDS g 24" O.C. U 24" O.C. ` 14005300-118 HEADER EA SIDE 8* -12 EACH �I END OF HDR IT, FULL HEIGHT I I \2 - 012 TYPIC 6005200-54 EACH STUD STUD EA END ., 6COT250-54 tE CUT FLANGES AND HEADER TRACK BEND HEADER SPLICE PERI�& TRACK AS SHOWN O iA 2-012 EACH SIDE OPENING FOR STOREFRONT NTS 3 6005200-54 STUDS m 24" O.C. (TYPICAL) 2-"12 1 I I C5X12XO.I6 GIRT BY BUTLER 2-"12 I I _,,.,�.... CANOPY FRAMING 6 *12 SCREWS SPACED AS SHOWN SIMPSON T818 TOP 4 _----- �i / 4-"12 / BOTTOM AT CANOPY Z -GIRT BY / / %'99 CECO / / "1 4 - *12 60° MAX I 2 - *12 I I SECTION NTS 3 3625150-54 I TRACK WITH *12 6 m • •• • -« 12 r 6" O.G. N I 362g131-33 f 800T150-54 `o I 4-"12 1"+ 4 - "12 SETBACK o O I \ 600SI3�-33 e12 w 12" O.G. �I EACH SIDE -�� • • CECO "L0CK6EAM" 24 GA PREFINISHED STEEL FASCIA (PANELS 0 8" C-GIRTS SIMPSON L30 LIP \20 GA PREFINISHED BY CECO\ W/ 4 - «IO SCREWS BOX SILL TRIM 26 GA PR FIN SHED 61DING BY CECO EQ oo DETAIL r5� 3/4"ml'-O" 3 STEEL SOFFIT ANELS EQ 3°t O cn 'ORTINCs MEMBER ,HOWN ELSEWHERE GA 'MAG GIRT" DETAIL C NTS 3 12005162-54 STUDS 6005200-54 STUDS g 24" O.C. U 24" O.C. ` 14005300-118 HEADER EA SIDE 8* -12 EACH �I END OF HDR IT, FULL HEIGHT I I \2 - 012 TYPIC 6005200-54 EACH STUD STUD EA END ., 6COT250-54 tE CUT FLANGES AND HEADER TRACK BEND HEADER SPLICE PERI�& TRACK AS SHOWN O iA 2-012 EACH SIDE OPENING FOR STOREFRONT NTS 3 6005200-54 STUDS m 24" O.C. (TYPICAL) 2-"12 1 I I C5X12XO.I6 GIRT BY BUTLER 2-"12 I I _,,.,�.... CANOPY FRAMING 6 *12 SCREWS SPACED AS SHOWN SIMPSON T818 TOP 4 _----- �i O BOTTOM AT CANOPY SUPPORT STUDS. 4.-0" O.C. 30' MIN 60° MAX I 2 - *12 I I SECTION NTS 3 C -POST BY. CECO S IMPSON 14005300-118 L70 CLIP HEADER EA SIDE tui 8- *o I I I I SCREWS \2 - "12 TYPICAL EACH STUD 3625137-54 E—STUDS 11 24" O.G. Z OR C GIRT BY CECO F O c+, SECTIONws \4.3� F TRACK TO MATCH STUDS 0 1- *8 SCREW AT EACH TRIM FOR TIGHT r r `� SIDE OF TRACK TO FIT AT SPLICE r rr I EACH STUD (TYPICAL) .r ,� ( 12" INVERTED TOP TRACK SECTION WITH 12 - *6 SCREWS I I I TYPICAL STUDS AS NOTED ON WALL PLAN I sECTIONONENESS C NTS 3 - *12 EA STUD TO GABLE ANGLE STUDS 24" O.C. PURLINS BY CECO GABLE ANGLE BY CECO �ENDWALL FRAME II II ROOF BEAM BY CECO DETAIL � Nr8 3 GIRT BY CECO ZORZA5 OCCURS STUDS 24" O.G. 3 - "12 E STUD TO GIF DETAIL I 3/4"• P -O" 3 26 GA G.I. ZGAP 54m TOP TRACK. SIZE TO—� MATCH STUDS. SEE "12 SCREW EA STUD 20 GA. I MCELROY 'MAC I 600513 GIRT' TOP AND I CORNICE BOTTOM. 2 -"12 AT EA/ STUD i i STUCCO ON WWL I PBR SIDING BY CECO LIGHTGAUGE STUDS 24" O.C. DETAIL j 3/411811-011 3 .V PRELIMINARY NOT FOR CONSTRUCTION O Z Y tr a Z 0 V) 5 Wcr W Q 0 V st h MZ W W 0 N Z O } U. W In Q It J m w� J Q w�a0 ZrU01) OI Z a0Wc°v Q fij ODaZ N p0 V Iaa. i Cn l� lu p U V p i � u— j LuW mW �T 2 i N.1 _W5 W F v ALE: I/8" i' -O" JOB NO: 13045 LE: C: \Users\PCUser\Desktop\14047 GUDGEL #3B\045-work6.dwg Q�pl: ESSIpN\ OR,Fy r r C 32934 \ up. 6/30/18 `r �7rF CIVIL CALM 2/25/2015 SHEET 43.2 � 0 n� MAIN ELECTRICAL SERVICE AND METER PANELS EXISTING WATER LINE _ r---------- I - - - - - - - - - - I I 1 w I GAS MRFORM RENTAL SPACE rp II II o RENTAL SPACE 1 II 11 II •,,, II ,' II RENTAL SPACE 3 II. II RENTAL SPACEI 4, P 1 (200 II li ,•, • II r— �O> _ 'j 'I� \ III 1 �. Ii ;I.I,• :4, f �� II I I II -, v2" II � I I 11 v2°� 1111/2 I 13 1 r FGO it 3`l II _ Ilr 4"055 II 4°055 _ : COME_ _ _ _ ---------------- _Li umpV-m 4' SSS I � SSS - FCO I I I L7 3 F1 -7F. I I 113 (1 I 111 1/2 0 I I = II11/2"0 II II 11/2" I X11 II11 � II II II J .1111 :� II IIII �1 11 II 11 L_ �J II II II II II � II RENTAL SPACE 2 II 11 II $� Ij II II � II RENTAL SPACE 4 IV UTILIT'lIll"""" f=LAN, 1/0" NEW SAN. SEWER DRAIN. SLOPE AT 1/4" PER FOOT UNLE55 INDICATED OTHERW15E. 51ZE 45 INDICATED Q CLEANOUT (F=F-LOOK, G=GRADE) PUG CONDUIT FOR ELECTRICAL SERVIGE TO EACH UNIT. SIZE A5 INDICATED. 'I I 1i. I I 0 ' a b � GCO EXISTING SEPTIC TANK L- _ — RENTAL SPACE & VI ' 0 Z Y a z 0 N W W Q V r- 0) W I o N Z v Q W U. N OD J 0 m '� Q w� a� Z OXWN M Q �mztii mea= V era�a 0 U 'd �U 2z �x O op co C-4 (p V Z " 9UfL r`- W F v ALE 1'-0" JOB NO: 13045 LE* C:\Users\PCUser\Desktop\14047 CUDGEL #38\045-work6.dwg Q pFESSi- \ � o F r o c 1 oma. e/30r6 7�or CA4`f�� 2/25/2015 SHEET u 1 10 ^r VI ' C5 Q 1\J Q Q V_ b