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HomeMy WebLinkAboutB16-2890 000-000-000t 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. (April 2010 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 othef elements required for erection will be determined, furnished and installed by the erector (April 2010 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. (April 2010 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) BUTTE COUNTY FEB 16 2017 DEVELOPMENT SERVICES BUILDING DESCRIPTIONS Building ID Width Length Height Slope Building A 80'-0 219'-0 16'-0 :12 1"0 A325 BOLT GRIP TABLE GRIP LENGTH BOLT LENGTH THREADNOTE: FULL ENGAGEMENT IS DEEMED TO 0 TO 9/16" 1 1/4" F.T. HAVE BEEN MET WHEN THE Over 9/16" TO 1 1/16" 1 3/4" F.T. END OF THE BOLT IS FLUSH WITH THE FACE OF THE NUT. 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" WASHER REQUIRED ONLY WHEN SPECIFIED. Over 1 13 16" TO 2 1 16" 2 3 4" [GRIP WASHER MAY BE LOCATED UNDER HEAD / / / OF 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 F.T. DENOTES FULLY THREADED MATERIAL THICKNESS TO DETERMINE GRIP. � Ceco Building � Systems An NCI Compcny SOUTHERN REGION EASTERN REGION MIDW£'STERN REGION P.O. BOX 911 P.O. DRAWER 2387 P.O. BOX 72 2400 HIGHWAY 45 NOR7H 100 RED IRON ROAD 305 NORTH IRIS STREET COLUMBUS, MS 39705 ROCKY MOUNT, NC 27802 MOUNT PLEASANT, lA 52641 HELD REPRESENTATIVE FIELD REPRESENTAAVE.• FIELD REPRESENTA77VE- KYLE KNIGHT EARL GOODE LEON KUEHN (662) 243-6475 (252) 407-1932 OR (319) 217-4022 Sidesway RANDALL WIG'INS Frame Sidesway Live H/ (252) 407-1834 E17 FOR QUES7701VS OR ASSISTANCE CONCERNING YOUR CECO BUILDING, PLEASE CALL OUR FIELD SERVICES REPRESEN7A77VE ENGINEERING DESIGN CRITERIA Building Code 2013 CALIFORNIA Building Risk Category Norval (Risk Category II) Roof Dead Load Superimposed 2.72 psf Col lateral 3.00 psf (0.00 psf Cel l Ing 3.00 psf Other) 20.00 psf reduction allowed Roof Live Load Wind U l t i mate Wind Speed (Vu l t) . , . 110 00 mph Nom I na l W t rid Speed ( Vasd) .... 85 mph (IBC section 1609. 3. 1) Serviceability Wind Speed .... 72 mph Wind Exposure Cate ggGCory Ci) Internal Pressure Coef (p 0. 18/-0. 18 Loads for components not provided by bud ding manufacturer Corner Areas ( w I th i n 6, 40' of corner) 24. 46 psf pressure -32. 62 psf suct i on Other Areas 24. 46 psf pressure -26. 50 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 Solt Site Class D Stiff Soll Ss 0,597 g Sds , .. , , 0. 526 g S1 .... 0.260 g Sd l 0. 326 g Analysis Procedure Equivalent Lateral Force Column Line 1 2-9 SWA & SWC Basic Force Resisting System B3 C4 C4 Response Modification Coefficient (R) 3. 25 3.50 3.25 Se i sm t c Response Coeff I c t ent ( Cs) 0.162 0. 150 0.162 Design Base Shear in kips (V) 21.97 24. 60 Basic Structural System (from ASCE 7-10 Table 12,2-1) B3 - Ordinary Steel Concentrically Braced Frame C4 - Ordinary Steel Moment Frame 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. BUILDING DEFLECTI❑N LIMITS...1 BLDG -A Roof Limits Rafters Purlins Panels Live L/ 240 240 60 Snow L/ Serviceability Wind L/ 240 240 240 240 60 60 Total Gravity L/ 240 240 60 60 Total Uplift L/ 240 240 Endwall BLDGA WALLEWD Frame Limits Sidesway Portal Frame Sidesway Live H/ 200 E17 Connection Detail Snow H/ 200 Serviceability Wind H/ 200 40 Seismic Drift H/ 40 c. V �• N � Service -Level Crane H/ 100 Portal Service Wind H/ N/A U 240 Total Gravity H/ 240 L 240 Service Seismic H/ 240 J< rn0 Wall Limits Limit o 0 LJ ❑ ❑ Total Wind Panels L/ 60 Total Wind Girts L/ 90 Total Wind EW Columns L/ 120 The Service Seismic limit as shown here is at service level loads. Quality Metal Building Systems From Your Construction Professionals F M � Bk A"' 4 n �f;Efi �R� APPROVED AMA MEUKR IAS ACCREDITED SUPS OBL LSLOK R -PLANK, 0,�s CFR,°b V -RIB, 7.2 INSUL-RiB, U MESA, FLUTE STRIATED, Q SAR MIAMI-DADE ,, SANTA FE, ARCH. FLAT) ams '+` ROOF ST57EVS MT. PLEASANT MIAMI DADE MAP, PBR, PBU, LOKSEAM IOWA MAP, PBR, BAT7ENLOK HS DOUBLE-LOK, ULTRA-DEK DOUBLE-LOK, SUPERLOK BATTENLOK HS, SUPERLOK CFR, 7.2 PANEL PROJECT NOTES BOLT TIGHTENING - Bolted joints with A325 Type 1 bolts greater than 1/2' diameter are specified as pretensioned joints in accordance with the Sppecification 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 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 55, ASTM A1011 HSLAS Grade 55 Class 1, ASTM A653 SS Grade 55, or ASTM A653 HSLAS Grade 55 Class 1 with a minimum yield point of 55 ksi. For Canada, material properties conform to CAN SA G40, 20/G40. 21 or equ i va lent. 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. This metal building system is designed as enclosed. All exterior components( I. e. doors, windows, vents, etc.) must be designed to withstand the specified wind loading for the design of components and cladding in accordance with the specified building code. Doors are to be closed when a maximum of 50% of design wind velocity is reached, The materials by the manufacturer will be fabricated In a facility that has received Certification of Accreditation for the Manufacture of Metal Building Systems (AC472) from International Accreditation Service (IAS), This certification is recognized under Section 1704 of the IBC for approved fabricator. The des[gn collateral load has been uniformly applied to the design of the building. Hanging loads are to be attached to the purlin web. This may not be appropriate for heavily concentrated Loads, Any attached load in excess of 150 pounds shall be accounted for by special design performed by a licensed engineer using concentrated loads and may require separate support members within the roof system. 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. Using stndard 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 sidewalks at a spacing not to exceed 54 feet with the first downspout from both ends of the gutter run within 27 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 10 year recurrence Interval for Canadian projects. The wall construction by others at building sidewall bay 8 and endwall line 9 has a self weight of 20 psf. This weight has been utilized in the design considerations for the building's seismic design. The wall construction by others at building sidewalk bay 8 and endwall line 9 has aself weight of 20 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 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 support members at 1/4 points. Drawing Index Page Description F1 Anchor Rod F2 Anchor Rod Details F3 Reaction Drawings E1 Cover Sheet E2 Primary Steel BLDGA E3 Roof Framing BLDGA E4 Roof Sheeting E5 Canopy Details E6 Sidewall BLDGA WALLSWA E7 Sidewall BLDGA WALLSWC E8 Back Sheeting Layout E9 Endwall BLDGA WALLEWB E10 Endwall BLDGA WALLEWD Ell -E14 Main Frame Cross Sections El Portal Frame Cross Section 18 FRAMELINEA-SWA E16 Portal Frame Cross Section 21 FRAMELINEA-SWC E17 Connection Detail E18 Iso Trim R1 -R4 Erection Guides R5 -R16 Construction Drawings R17 Trim Profiles DRA WINGS ISSUED FOR APPROVAL ONLY NOT FOR CONS TRUC TION ❑ PLEASE RETURN ONE SIGNED COPY TO CECO BUILDING SYSTEMS / MIDWEST REGION SIGNED v 2% C ,o APPROVED APPROVED AS AS SHOWN NOTED ❑ PLEASE RETURN ONE SIGNED COPY TO CECO BUILDING SYSTEMS / MIDWEST REGION SIGNED v 2% C ,o c. V �• N � O O Si viiC j � U Cn y � O Z!LO Ld N L U O _J o 0 J< rn0 o 0 LJ ❑ ❑ 00Z `1 0 c ^ L L v, Cn V) `v o� CO It 04 zt MZ- LC E On v a < W c 1O z� nw Q' m Z ¢ o O V Q = q)ODQo � ' .�.. Vi cD Q Z _o�� v >cn0a o o Scale: NOT TO SCALE Drawn by. GDK 12/28/16 Checked by. DCJ 12/28/16 Project Engineer. • SDD Job Number: 15-B-61142-1 Sheet Number: E1 of 18 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 REC 2 9 2016 Dec 29, 2016 6 Hy z CAU�Q�� i DENOTES: (4) J"O BOLTS AT PURLIN OR GIRT CONNECTION TO CLIP. REFER TO CF01122 —- DENOTES: DOUBLE PURLIN OR GIRT STRUT. REFER TO PF04022 FOR CONNECTION AND PANEL ATTACHMENT NOTES 1 & 2. 8- 0 N a - 8- o - 0 N W] 9 7 8 8.9 Q 4 Q 6 O O M 1.1 2 3 4 5 6 �JJ 9 �1 ZEE SECTION O -do W^ I LAP LENGTH N V / 2'-5J99 L1.. V 3,-1i„ 1'-5J" F- TO CF01122 8-0 IN _ H D O O I 0 M 00 0 I O N 8- o - 0 N W] 9 7 8 8.9 Q 4 Q 6 O O M 1.1 2 3 4 5 6 �JJ 9 �1 ZEE SECTION LAP TABLE LAP LENGTH SYMBOL LAP LENGTH —0,-0J„ T 2'-5J99 0'-3i„ V 3,-1i„ 1'-5J" REFER TO CF01122 ROOF FRAMING PLAN O I O Dec 28, 2016 0 0 Q c :C0 q) cc M p rr O N C'4- O v C j V W '0 C � UJ C14 Q 0 O O U pJ a) 00Ld O 0 LLJ ❑ Ll rr^^ v, Z m O ZU Y v O W O n` 'q)% Y V OU .:. .10 V_ ^� v J P- LO D O :D 2:L2 C 00 N rn Qi L O QM?W El 000 QO Q) O (o > rn Q v W (IfV) LLJ aO m ZQ= d Q V O V 0 � 00 Z I W co Q Z .� 3 to O -J I- p =nWF- p L v >co0a o Scale: NOT TO SCALE Drown by. GDK 12/28/16 Checked by. DCJ 12/28/16 Project Engineer. • SDD Job Number. • 15—B-61142-1 Sheet Number: E3 of 18 The engineer whose seal hereon is an employee appears 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 Dec 28, 2016 r ma SWC KEY PLAN SWA DL06005 DL06005 16'-0 _CANOPY _ o DL 02001 I p 0 o 16'-0 CANOPY 0 0 16'-0 CANOPY ROOF SHEETING PLANE 2 PANEL TYPE = UDK (GALVALUME) PANEL OVERHANG = 4 FROM OUTER STEEL ROOF TO MEET UL90 REQUIREMENTS, SEE DETAILS FOR SPECIFIC INSTRUCTIONS. 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REQ'D. = LSS3 (FIELD CUT AS REQ'D) (18) PANELS ® 9'-4 IUIIIII�INIII SHEETING AT SIDEWALL CANOPIES TYP. AT (6) LOCATIONS ROOF SHEETING PLAN d' Na) I -I- too o(0 f - 5'J -O 0 I I LO CANOPY 16'-0 L12 SOFFIT PANELS PANEL COVERAGE = 1'-0 COLOR = LIGHT STONE (FIELD CUT AS REQ'D) LOCKSEAM CANOPY PANELS PANEL COVERAGE = 1'-0 COLOR = FERN GREEN PANEL PKG. REQ'D. = LSS4 (FIELD CUT AS REQ'D) (26) PANELS @ 10'-2 r 1111111111111111111111111 SHEETING AT ENDWALL CANOPIES TYP. AT (2) LOCATIONS XGDL23001v 29'-0 Fl I 7.1 HW426-1 XGD�o20 6'-0 - — I � I o O I I z :d Q I N U I _J (12H 0-1 W7761 (1 (1) HW7769 (112) HW7760-1 �11) H W7761 1 HW7769 I r I 0 O I I z d U I N I I _J 9 -we �- 6" METAL STUDS NOT BY CECO HW426-1 C ,o .4 v co O O c 0 5 a� ^ o i cn o a) o N �N v C O O_ to C p U Vj C , L L chi) C j O C� �b � towNW V W V OE O JQ J O O Z OFJUM Li D vUw0Y (NDUa �C L L 00 1 01a o I � Q o om� UW a) a Q) Z a °' m ZQ= C 0 Z U V) Q q) 00-0 O) Ld z C Vi (0 '3 =r�� v >co0Q o Scale: NOT TO SCALE Drawn by. GDK 12/28/15 Checked by. DCJ 12/28/16 Project Engineer: SDD Job Number. • 15-B-61142-1 Sheet Number. • E4 of 18 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. 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GDK 12/28/15 Checked by. DCJ 12/28/16 Project Engineer: SDD Job Number. • 15-B-61142-1 Sheet Number. • E4 of 18 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 Dec 2&, 2016 OFCAUE�Q� r A, r _.____�—�_ ____—_._�___._--___.._.. ... .... .........�. .... .. ... .. .... .... _.�._._ _ .. .. _.. ... .. .. _.__... _.._.... ..............__._—____._,... _. _._�_.._.. ...__.__—_. .___. ..... __.____ _—_ � __ —1—_ __.__ _�..._—____—______--_______.__—_.__. __._. .�,_�_ ._...._.___.___,._________.. .__.. � ..._.____..__..�—T�..'....�.-.��. .raw.—..err...-�.-.+ -�. �� .. _ _ __ r T DIMENSIONS EN sl oN s Frame Documentation 05-12-10 NAME DESCRIPTION FOR A325 BOLT DIMENSIONS A325 CONNECTION BOL 1 2 325 Connection Bolt Details Dat 14 Rev. 03 CONNECTION CODES 1/2„ 3/4" 7/g" 1" 1 1/4" 1 / " A OP AND BOTTOM BOLT PATTERN) (FORT D DIAMETER OF THE BOLT 9/16" 13/16" 15/16" 1 1/16" 1 5/16" 1 9/16" � HD BOLT HOLE DIAMETER / 4„ 5 1/2" BOLT GAUGE 2 1 /2" 310 4" 3 1 /2" 1 " G MAX. WEB THICKNESS (Max. �" Fillet Weld) WITHOUT WASHER 1 1 /8" 1 7/8" 1 1/4 " 1 3/8" 2 2EH 1 8" 4E/ 8" 8" 7/8" 1 7/8" B MAX. WEB THICKNESS (Max." Fillet Weld) WITH WASHER 3/4" 7/8 1 5/ 7 / N/A 2 1 /4" 2 5/8" 3" 3 3/4" 4" Connection Code HG HEAVY CONN. BOLT GAUGE (See "Connection Code Format" IV„ 4” 4 1 2 S NORMAL BOLT SPACING 2 1/2" 3 3 1 /4 3 1 /2 on this drawing) 0 BSMIN MINIMUM SPACING BETWEEN TOP & BOTTOM SETS OF BOLTS 1 1 /2" 2 1/4" 2 5/8" 3" 3 3/4" 4" Connection Location 20-091 21 -Opp 29-099 20-09' 2'-019 2 -opp CROSS SECTION CONNECTION CODE KEY CONNECTION 18, 11 OR 1P CONNECTION 1F CONNECTION 1E MAXIMUM BOLT SPACING BETWEEN Q TOP AND BOTTOM SETS OF BOLTS 1/2 BSMAX (f„) WHEN BSMAX _ 2;_0» TO 4�-0 AS SHOWN AT CONNECTIONS ON FRAME CROSS SECTION DRAWINGS) I-- BSMAX SPLICE BOLT SPACING 1/3 BSMAX (t�) WHEN BSMAX — 4 0� TO 6 —0 ( Q ON CONNECTION PLATES LESS (NOT TO EXCEED 2'-0) THAN OR EQUAL TO 3/4” THICK 1/4 BSMAX (±A") WHEN BSMAX = 6'—OI TO 8'-0 l� �— MINIMUM BOLT—TO—FLANGE CLEARANCE AT OUT OF NUT 1 1/2" 1 3/4" 1 7/8" 2 1/4 " 2 1/2" 2 3/4" Flange Brace Material Schedule BFCD SEE BOLT AT FLANGE DETAIL � PF INSIDE OF FLANGE IS INCREASED BASED ON THE YT & YB VALUE. Part Mark Material M MINIMUM BOLT—TO—FLANGE CLEARANCE AT CONNECTION PLATE (BFCD + RNWT) PF DETAIL PF FOR CONNECTION B, F, I AND P ARE THE SAME AS USED ON CONNECTION E FB4_ L 2" x 2" x 14 Go. SEE BOLT AT FLANGE Z R THICKNESS SEE BOLT AT FLANGE DETAIL. NUT TH03 ICKNESS IS EQUAL TO THE BOLT DIAMETER FB5_ L 2" x 2" x 14 Ga. O NWT NUT AND WASHER c RNWT RISE ON NUT AND WASHER THICKNESS AND .15625" WASHER THICKNESS IS USED EVEN IF A WASHER IS NOT REQUIRED. FB6_ L 2" x 2" x A" o CONNECTION 2B, 21 OR 2P CONNECTION 2F CONNECTION 2E U TT THICKNESS TOP FLANGE REFER TO FRAME CROSS SECTION DRAWING FOR LARGEST FB7_ L 2" x 2" x o LLJ FLANGE THICKNESS EITHER SIDE OF THE CONNECTION. •; z TB THICKNESS BOTTOM FLANGE °' z YT BOLT SPACING TOP ROUND UP TO NEXT 1/2", MIN = S) 3" + TT 3 1/2" + TT 3 3/4" + TT 4 1/2 " + TT 5" + TT 5 1 /2" + TT O YB BOLTCz SPACING BOTTOM ROUND UP TO NEXT 1/2", MIN = S) or TB Sloped or TB Sloped or TB Sloped or TB Sloped or TB Sloped or TB Sloped o z 1 1 4" 1 1 /4" 1 1 /2" 1 3/4" 2 1 /4" 2 5/8" M `� * a U EED(S) MINIMUM SHEARED END EDGE DIMENSION / Gusset Plate 1 1 8" 1 1 4" 1 5 8" 2 1 4" ) N N E C o EED R MINIMUM ROLLED END EDGE DIMENSION 3/4" 1 / / / / (At Rafter Outer Flange shown N c ( ) NAT KNEE CONNECTION 1 3/8" 1 3/8" 1 5/8" 1 7/8" 2 EEDK END EDGE DIMENSION MINIMUM BOLT CLEARANCE FROM WITHOUT WASHER 7/16" 5/8" 3/4" 13/16 1 1 3/8 D (BOLT DIAMETER) o o �• 7 g" 1" 1 1 /4" 1 1/29# ED(R G ED(R HD (HOLE DIAMETER) j ate`°, o g J U o i BC A FLANGE OR WEB WELD WITH HARDENED WASHER 9/16 3/4 / vW819 10 to 1299 N0 V W WCSM MINIMUM WIDTH OF CONNECTION PLATE (Standard Connection) 5" 6" '� c� g E w � rn o WCHM MINIMUM WIDTH OF CONNECTION PLATE (Heavy Connection) N/A 10" 12" 12" 16" 18" EED(S) 0 0 w 0 ❑ ❑ CONNECTION 3B, 31 OR 3P CONNECTION 3F CONNECTION 3E 1„ ? 0 z v Y TCMIN MINIMUM THICKNESS OF CONNECTION PLATE 1 /4" 3/8" 7/16" 1 /2" 5/8" — — � " W o S •� UN2W ED(R G ED(R ED(R)HG G HG ED(R PF tD W z o 4 D (BOLT DIAMETER) D (BOLT DIAMETER)qu HD (HOLE DIAMETER) To Connection Code TT YT HD (HOLE DIAMETER) P EED(S) EED(S) — PF �,v o V — PF PF S TT YT — — w TT YT Splice Bolt Spacing � N PF PF See BSMAX d a) ❑ o� Top Connection Code — — Top Connection Code — 0 co S BSMIN U V z W� w i,; S — and Q� Z as �7- w 46 41 OR 4P CONNECTION 4F CONNECTION _ _ — — Splice Bolts TON 4E I I S (See BSMAX in Table) oBSMAX V 0 z 0 CONNECTIONCn Q �� 0� S — — c�oo� o, — Splice Bolt Spacing II �'`' cD Q z .3 4 E /2 E H Splice Bolt Spacing See BSMAX — _ See BSMAX7 � � J ~ c T TION I 1 S v >�oI--- 7" o` ITTT TTCONNECTION DESIGNATION BLANK =STANDARD CONNECTION BSMIN — BSMIN — — Scale: NOT TO SCALE H =HEAVY CONNECTION Splice Bolts — and Splice Bolts and PF Drawn by. GDK 12/28/16 BSMAX (See BSMAX in Table) I I BSMAX BOTTOM CONNECTION CODE (See BSMAX in Table) Bottom Connection Code TB YB Checked by. DCJ 12/28/16 PF Project Engineer. SDD BOTTOM QUANTITY OF BOLT ROWS _ — Job Number: 15-8-61142-1 K�l CONNECTION DESIGNATION PF PF S BLANK =STANDARD CONNECTION TB YB — — Sheet Number: E17 of 18 H = HEAVY CONNECTION Bottom Connection Code TB YB Bottom Connection Code PF EED(S) or EEDK The engineer venose seal PF TOP CONNECTION CODE _ appears hereon is an employee for the manufacturer for the TOP QUANTITY OF BOLT ROWS EED(S) or EEDK EED(S) or EEDK Gusset Plate materials described herein. Said (At Rafter Inner Flange shown) seal or certification is limited CONNECTION 4X CONNECTION CODE FORMAT to the products designed and HEAVY CONNECTION DESIGNATION- 4X CONNECTION DESIGNATION manufactured by manufacturer STANDARD CONNECTION DESIGNATION only.The undersigned engineer is (CODE 4EH/2EH SHOWN) CONNECTION PLATE (CODE 4X/4X SHOWN) not the overall engineer of CONNECTION CODE DESCRIPTION (CODE 4E/2E SHOWN) record for this project. WASHER (IF REQUIRED) Richard F. Williamson, P.E. B = THIS DESCRIPTION CODE IS USED TO DEFINE SHEAR CONNECTIONS. BOLTS ARE LOCATED INSIDE BOLT NUT California P.E. 35756 DRCE3A ENCE3A THE TOP FLANGE AND CONNECTION PLATE IS RECESSED 1/8" BELOW THE TOP FLANGE. CONNECTION GRIP PLATE LENGTH MUST BE A MINIMUM OF HALF THE RAFTER WEB DEPTH AND SHALL NOT EXCEED THE- PLATE THICKNESS RAFTER TOTAL DEPTH. RAFTER WASHER (IF REQUIRED) — TED WITH COLUMN—e.�J "" A A E =THIS DESCRIPTION CODE IS USED TOP OR BOTTOM O LANGEEANDMENT THE REMAINING SETS ARE OCATEDNNECTIONS. BOLTS ARE ANSIDE THE ONE SET OUTSIDE BFCD PF TOP OR BOTTOM FLANGE. COLUMN OR PF RAFTER FLANGE NWT RNWT F = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED INSIDE — CONNECTION PLATEf THE TOP OR BOTTOM FLANGE AND CONNECTION PLATE PROJECTS 1/2" BEYOND THE TOP OR BOTTOM Dec 28;/2016 LENGTH IS EQUAL TO FLANGE. (REQ D SPACES) S LE GREATER THAN HALF RNWT NWTIN BOLTS MAY BE BOLTS ARE LOCATED INSIDE THE RAFTER WEB DEPTH FIELD INSTALLED IN I = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. PF BFCD EITHER DIRECTION AND CONNECTION PLATE IS RECESSED 1 /8" BELOW THE TOP OR BFCD THE TOP OR BOTTOM FLANGE BOTTOM FLANGE.— W W v J W F — DESCRIPTION CODE IS USED TO DEFINE SHEAR CONNECTIONS. BOLTS ARE LOCATED INSIDE �n U-1 p W P —THIS DESC E. CONNECTION FLANGE. 0 Q o � � � � IS RECESSED 1 8 BELOW THE TOP BOLTS MAY BE W w W THE TOP FLANGE AND CONNECTION PLATE / PLATE LENGTH MUST BE A MINIMUM OF HALF THE RAFTER WEB DEPTH AND SHALL NOT EXCEED THE FIELD INSTALLED IN W N RAFTER TOTAL DEPTH. EITHER DIRECTION 4X = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED WITH TWO SETS EACH SIDE OF THE TOP OR BOTTOM FLANGE WITH A GUSSET PLATE OUTSIDE THE TOP AND BOLT EDGE DISTANCE BOLT AT FLANGE DETAIL q�'EOFCPE�� BOTTOM FLANGE OR COLUMN CAP PLATE. CONNECTION B & P (Top Flange Shown, Bottom Flange Similar) Low Side Shown, High Side Similar) _ _ _ _ ... --- .. .. I ---.. ---- - - - - - - ---- _- ---1-- _ __ _ _ _ _ _ . _ _ _ _ _ _ . _ _ FIELD SERVICE PROCEDURme ES AUTHORIZATION FOR CORRECTIVE WORK UNLOADING, HANDLING, AND STORING MATERIALS ROOF AND WALL PANELS DAMAGE DURING CONSTRUCTION v CORRECTION OF MINOR MISFITS BY MODERATE THE QUALITY OF WORKMANSHIP IN STEEL ERECTION, CONSTRUCTION PRACTICES, AND NORMAL ERECTION OPERATIONS INCLUDE THE STRUCTURAL - A GREAT AMOUNT OF TIME AND TROUBLE CAN BE SAVED IF THE BUILDING MANUFACTURER'S WALL AND ROOF PANELS INCLUDING COLOR COATED, GALVALUME & HANDLING METHODS USED DURING THE CONSTRUCTION OF THE METAL BUILDING CAN m� IN ORDER TO GIVE YOU PROMPT SERVICES AND KEEP PROBLEMS TO A MINIMUM, PLEASE R CUTTING AND THE DRAWING OF ELEMENTS INTO AMOUNTS OF REAMING, CHIPPING, WELDING 0 PARTS ARE UNLOADED AT THE BUILDING SITE ACCORDING TO APRE-ARRANGED PLAN. GALVANIZED, PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. AL SIGNIFICANTLY AFFECT THE APPEARANCE AND PERFORMANCE OF THE BUILDING PANELS. HANDLE ANY SHORTAGES OR BACK CHARGES IN THE FOLLOWING MANNER: CAREFULLY CHECK TLE 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 A PANEL DAMAGE DURING CONSTRUCTION CAN BE THE RESULT OF FAULTY INSTALLATION YOUR PACKING LIST WH QUALITY MERCHANDISE, WHICH MERITS CAUTIOUS CARE IN HANDLING. NOTIFY THE FIELD SERVICE DEPARTMENT AT THE NUMBER SHOWN IN THE TITLE BLOCK AS FOREGOING MEANS OR WHICH REQUIRE MAJOR CHANGES IN THE MEMBER CONFIGURATION NOTE: PIECE MARKS ARE STENCILED ON PRIMARY STRUCTURAL MEMBERS AT LOWER METHODS AND/OR CARELESSNESS. SOON AS POSSIBLE. CALLING SOMEONE ELSE COULD DELAY THE PROPER RESPONSE. SHOULD BE REPORTED IMMEDIATELY TO THE OWNER AND FABRICATOR BY THE ERECTOR, TO END, 1'-0" FROM END. INSPECT ALL SHIPMENTS PRIOR TO RELEASING THE TIE -DOWNS UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF ENABLE WHOEVER IS RESPONSIBLE EITHER TO CORRECT THE ERROR OR TO APPROVE THE MOST 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 ENSURE THAT NO THEFASTENERHEAD.RRA NA WATER ORUSE TCONDENATIONS �ED MOISTURE R SHALLOW �OMBINED WITH ATMOSPHERIC SHORT MATERIALS- IMMEDIATELY UPON DELIVERY OF MATERIAL, QUANTITIES ARE TO BE EFFICIENT AND ECONOMICAL METHOD OF CORRECTION TO ( DAMAGE OCCURS TO ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES SHOULD BE 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 THESTHAT E DOCUMENT. O 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! ON THE ETS. THE ON OF TS 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 ENCOURAGE WILL KCAUSE CORROSION �DAMAGE PTOO THEN PANEL D AND �FASTENER. SRAIN IDMAYL WASH SSOME DELIVERED, 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 SHORTAGES ARE NOT N011=D ON SHIPPING DOCUMENTS WHEN THE MATERIAL IS DELI MAXIMUM TOTAL COST SET FORTH. ALTERN S NGS OR CABLES AROUND THE MEMBERS FOR LATER LIFTING AND ALLOWS MEMBERS TO BE DRAINAGE IN CASE OF RAIN. THE MFR EXEPCISES EXTREME CAUTION DURING FABRICATING AND POLLUTANTS AWAY, BUT MOISTURE IN THE FORM OF HIGH HUMIDITY CAN KEEP THESE AR EAS BY THE CARRIER'S AGENT. IF THE CARRIER IS THE MANUFACTURER, PROPOSED IN THE "INITIAL CLAIM" MAY BE DIRECTED BY THE MANUFACTURER IN THE SLI - AND THEN ACKNOWLEDGEDBOLTED TOGETHER INTO SUB ASSEMBLIES WHILE ON THE GROUND. EXTRA CARE SHOULD SHIPPING OPERATIONS TO ENSURE THAT ALL PANEL STOCK IS KEPT DRY. HOWEVER, DUE TO WET AND CONTINUE THE PROBLEM. OVERDRIVING THE FASTENER ALSO FORCES THE SEALING E MADE BY THE CUSTOMER TO THE COMMON CARRIER. IF "AUTHORIZATION OF CORRECTIVE WORK." ONLY THE FIELD SERVICE DEPARTMENT MAY B WASHER FROM UNDER THE FASTENER HEAD CREATING A LEAK AT THIS POINT. PROPER o CLAIMS FOR SHORTAGES ARE TOB AUTHORIZAl10 ALWAYS BE EXERCISED IN THE UNLOADING OPERATION TO PREVENT INJURIES FROM CLIMATIC CONDITIONS, WATER FORMED BY CONDENSATION OF HUMID AIR CAN BECOME THE MATERIAL QUANTITIES RECEIVED ARE CORRECT ACCORDING TO THE QUANTITIES THAT ARE TORQUE ADJUSTMENT OF THE SCREW GUN OR PREFERABLY THE USE OF A DEPTH GAUGE QUANTITIES ORDERED OR THE AUTHORIZE CORRECTIVE WORK. 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 •a BILLED ON THE SHIPPING DOCUMENTS, BUT ARE LESS THAN THE Q WILL ELIMINATE THE PROBLEM OF OVERDRIVEN FASTENERS. METAL BUILDING ACCORDING TO THE " ST BE FORWARDED BY 111E CUSTOMER TO IF 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 QUANTITIES THAT ARE NECESSARY TO COMPLETE THE FINAL CLAIM - THE FINAL CLAIM IN WRITING MU 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 IT IS EXTREMELY IMPORTANT THAT ALL DRILL SHAVINGS FROM THE INSTALLATION OF PANEL � ORDER DOCUMENTS, CLAIM IS 100 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 NOT PERMITTED TO REMAIN ON THEFASTENERS 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 PANELS. HOWEVER, MOISTURE IN CONTACT WITH THE SURFACE OF THE PANELS OVER AN PANEL SURFACE. CORROSION CAN OCCUR IN A MATTER OF HOURS WHEN THESE SHAVINGS 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 LI OR FILLINGS ARE NOT REMOVED AND ARE ALLOWED TO COME IN CONTACT WITH WATER OR THE DEGREE OF DAMAGE, 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." ED IN WRITING BY THE CARRIER'S AGENT. THE MANUFACTURER IS NOT R OF MAN-HOURS BY DATE OF DIRECT LABOR USE ON CORRECTIVE WORK CONDENSED MOISTURE. WHEN PANELS ARE PRE -DRILLED OR CUT IN THE STACK PRIOR TO AND ACKNOWLEDGED 1. ACTUAL NUMBER SAME REASON. MATERIAL DAMAGED IN UNLOADING OF PACKAGED OR NESTED MATERIALS, HOURLY RATES OF PAY ERECTION ALL SHAVINGS OR FILLINGS MUST BE CLEANED FROM BOTH SIDES OF THE PANEL. RESPONSIBLE FORM AND ACTUAL HO 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 SHEET META "C" & "Z" SECTIONS & COVERING ON TOTAL ACTUAL DIRECT LABOR. EXPOSURE TO ORDINARY ATMOSPHERIC CONDITIONS. THE COAT OF SHOP TO PREVENT CORROSION OF THE PANEL BY THESE PARTICLES IT IS IMPERATIVE THAT A HE INCLUDING, BUT NOT LIMITED T0: FASTENERS, L, 2. TAXES AND INSURANCE SHORT PERIOD OF EX 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 TO 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 SHAVINGS ARE NOT DEPOSITED INTO THE GUTTER AND LEFT TO CORRODE. ANY OTHER 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 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 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 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 °' CLAIM WHATSOEVER INCLUDING, BUT NOT LIMITED TO LABOR CHARGES OF CONSEQUENTIAL 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 Oo 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 WALK IN THE BROAD FLAT AREAS OF THE PANEL AND AVOID STEPPING ON THE PANEL ENDS CAN BE DETECTED BY VISUAL INSPECTION. 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 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 CANNING IS NOT CAUSE FOR REJECTION SMALL TOOLS TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR WEATHER TIGHTNESS OF THE PANEL COULD BE AFFECTED. DRAGGING ONE PANEL ACROSS OIL CA **IMPORTANT NOTE** - COST OF EQUIPMENT RENTAL OR DEPRECIATION), SM L , ( ) OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND 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 WILL SECURE ct MATERIAL DELIVERED IN EXCESS OR THOSE REQUIRED BY THE ORDER DOCUMENTS. THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS SURFACE. MATE SHIPMENT ARRIVAL TIME -EVERY EFFORT WILL BE MADE TO SEE THAT THE CARRIER ITE ON THE REQUESTED DAY AND AT THE REQUESTED HOUR. 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 INITIAL CLAIM - IN THE EVENT OF ERROR, THE CUSTOMER MUST PROMPTLY MAKE A WRITTEN ARRIVES AT THE JOBSITE WARRANTY AND ACCEPTS NO RESPONSIBILITY FOR COSTS FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING DAMAGE AND FOR SAFETY CONSIDERATIONS. M ti o OR VERBAL "INITIAL CLAIM' TO THE MANUFACTURER FOR THE CORRECTION OF DESIGN, MANUFACTURER MAKES N FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE 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 zzz AGREEMENT HAS BEEN MADE IN WRITING FOR A GUARANTEED ARRIVAL TIME. LEAVING DIRT PILED AGAINST THE EXTERIOR WALL PANELS AT THE FOUNDATION WILL CAUSE -� o " STANDARD PRACTICE, 9TH ED.). PANEL DAMAGE. THIS DIRT MAY BE WET OR AT LEAST WILL CONTAIN SOME MOISTURE. MUD N N E THE INITIAL CLAIM INCLUDES: 1. DESCRIPTION OF THE NATURE AND EXTENT OF THE ERRORS INCLUDING QUANTITIES. MAY HAVE BEEN SPLASHED ONTO THE WALL DURING CONSTRUCTION. CORROSION DAMAGE N � N � o 2. DESCRIPTION OF THE NATURE AND EXTENT OF PROPOSED CORRECTIVE WORK INCLUDING ELEVATE MAY OCCUR WHERE THIS DIRT OR MUD CONTACTS THE PANELS. IN AREAS WHERE LIME � Q U o, c � c ESTIMATED MAN-HOURS. WILLSTABE ACCELERATED ANTION OF THE ID MOST L IS QLIKELY BE O SEVERE. ALRROSION L DIRT AGE FMUST BE REROM THE MOVED D FROM ct � w ° 3. MATERIAL TO BE PURCHASED FROM OTHER THAN THE MANUFACTURER, INCLUDING WILL BE A ESTIMATED QUANTITIES AND COST. THE PANEL WALLS AT THE COMPLETION OF THE WORK. PRE -PAINTED PANELS MAY REQUIRE o o � C -4. MAXIMUM TOTAL COST OF PROPOSED CORRECTIVE WORK AND MATERIAL TO BE PURCHASED TOUCH-UP IF THE COALING HAS BEEN DAMAGED DURING HANDLING OR ERECTION. �w N 0 FROM OTHER THAN THE MANUFACTURER. > THE APPEARANCE OF THE BLDG. MAY BE AFFECTED IF DAMAGED SPOTS OR SCRATCHES ARE U � J ¢ LO � LOCATED IN HIGHLY VISIBLE PLACES SUCH AS AROUND DOORS, WINDOWS, ETC... IF THE 2 o w Q a DAMAGE IS EXTENSIVE THEN REPLACEMENT OF THE ENTIRE PANEL SHOULD BE CONSIDERED. w 0 Z vY q)owo � U N = W 'v, ^ O O L L 3 R1 -04 R1-05 R1-01 R 1-02 R1 -03 DAMAGE FROM CONDENSATION OR TRAPPED WATER SAFETY COMMITMENT ROOF MAINTENANCE GUIDELINES TYPES OF FINISHES HOP PRIMED STEEL 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. � 00 Q S WATER OR MOISTURE CONDENSATION WHILE AWAITING ERECTION. HIGH HUMIDITY CONDITIONS SAFETY RULES AND OSHA STANDARDS AS APPLICABLE. * INSPECT AND RESEAL AS NECESSARY ALL ROOF CURBS AND OTHER PENETRATIONS WITH �M �1 C N � �� �Z ALL STRUCTURAL MEMBERS OF THE METAL BUILDING SYSTEM NOT FABRICATED OF WITH TEMPERATURE CYCLING WILL CAUSE CONDENSATION BETWEEN THE PANELS WITHIN THE THE BUILDING MANUFACTURER HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING URETHANE SEALANT. °' 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 BEFORE MAKING ANY MODIFICATIONS TO THE o I UJ > ❑ 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. o cn SSPC PAINT SPECIFICATION N0. 15. THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT MANUFACTURER. *REPAINT ANY AREAS THAT ARE SUSCEPTIBLE TO RUST AS REQUIRED. V to rn¢ 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: Z >- °' °° CONDITIONS. SHOP PRIMED STEEL WHICH IS STORED IN THE FIELD PENDING ERECTION SHOULD CORNERS TO ALLOW AIR CIRCULAl10N 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. BE KEPT FREE OF THE GROUND AND SO POSITIONED AS TO MINIMIZE WATER -HOLDING MOISTURE EVAPORATING FROM THE GROUND OR BUILDING FLOOR FROM CONDENSING ON THE e 0 Z c� , PRIMER FILM. REPAIRS OF LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, WHETHER STANDARD * DO NOT WALK ON ROOF FLASHINGS SUCH AS GUTTER, RAKE, HIP OR RIDGE `� � o � O � POCKETS, DUST, MUD AND OTHER CONTAMINATION OF THE PR PANELS. PLASTIC OR OTHER IMPERMEABLE COVERS ARE NOT RECOMMENDED. IMMEDIATE STATUTORY OR CUSTOMARY, SHOULD ALWAYS BE FOLLOWED TO HELP ENSURE WORKER FLASH. v o .. °i DUE TO IMPROPER WET FROM ANY CAUSE. THE * DO NOT WALK ON LIGHT TRANSMITTING PANELS (LTP'S). THEY WILL NOT VII kDAMAGE TO PRIMED SURFACES AND/OR REMOVAL OF FOREIGN MATERIAL ACTION IS REQUIRED IF THE PANELS ARE FOUND TO BE SAFETY.° •cDaz k 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. T RESPONSIBLE FOR DETERIORATION OF THE SHOP COAT OF . 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 LTP'S AND ROOF OPENINGS. - (o 0 F- o THE MANUFACTURER IS NO SIDES URE TO ATMOSPHERIC AND ASSIST IN KEEPING THE PANELS DRY. IN SEVERE MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD V > m o ¢ o PRIMER OR CORROSION THAT MAY RESULT FROM EXPOS WILL ALLOW AIR CIRCULATION AND *STEP ONLY IN THE PANEL FLAT DIRECTLY ON OR IN CLOSE PROXIMITY TO A SUPPORTING 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. Scale: NOT TO SCALE 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. GDK 12/28/16 HANDLING, LOADING, SHIPPING UNLOADING AND ERECTION AFTER PAINTING OR GALVANIZING WET AND ARE ALLOWED TO STAY WET. DAMAGE CAN OCCUR TO NESTED PANELS WITHIN FOR PURPOSES OF DETERMINING LIFT REQUIREMENTS, NO BUNDLE SUPPLIED BY THE FOR 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 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. DCJ 12/28/16 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 GALVALUME RUST". IF ADDITIONAL INFORMATION IS REQUIRED CONTACT THE FIELD SERVICE DEPARTMENT. FROM THE ROOF IMMEDIATELY. AVOID USING CUTOFF SAWS AND WELDING EQUIPMENT OVER 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 Job Number: 15-B-61142- 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 REFLECTIVITY OF ALUMINUM & THE GALVANIC PROTECTION OF ZINC. THE BEST PROPERTIES DAMAGE TO ROOF AND POSSIBLE COLLAPSE. DO NOT USE METAL TOOLS TO REMOVE THE ICE FOOT TRAFFIC Sheet Number.R1 of 17 • OF BOTH ALUMINUM & ZINC ARE COMBINED IN THIS COATING & OFFER ADDED SERVICE LIFE 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 The engineer whose seal FOR BUILDING PANELS. TARP CAREFUL AROUND PLUMBING PIPES AND FLASHINGS. PITCHED ROOFS. THIS IS PARTICULARLY TRUE JUST UPSLOPE FROM THE EAVE AND AT appears hereon is an employee BE EXTREMELY CAREFUL IF YOUR ROOF HAS LIGHT TRANSMITTING PANELS. THESE PANELS ENDLAPS. ALWAYS WALK IN THE FLAT OF THE PANEL NEAR A SUPPORTING ROOF for the manufacturer for the PRE -PAINTED 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, USING GALVALUME STEEL AS A SUBSTRATE, PRE -PAINTED STEEL IS GIVEN AN ADDITIONAL 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 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 seal or certification is limited RESISTANCE. THESE COATINGS ARE APPLIED TO THE EXTERIOR SURFACE OF THE PANELS 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 AND THE WASH COAT, DESIGNED ONLY FOR INTERIOR USE, IS APPLIED ON THE OPPOSITE AIR CIRCULATION REALIZED. HATCHES OR ACCESS LADDERS SHOULD BE LOCKED AT ALL TIMES. A SIGN SHOULD BE manufactured by manufacturer SIDE. GALVALUME AND PRE -PAINTED STEEL CAN GIVE EXCELLENT SERVICE FOR MANY YEARS 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 ALL. ONTO THE ROOF. IN ADDITION, A LOG BOOK SHOULD BE KEPT OF ALL VISITS TO not the overall engineer of PROVIDED. - FILM CAN OCCUR WITH PRE -PAINTED STEEL UNDER WET STORAGE PPINGS, ETC. WILL CAUSE THE ROOF AND THE REASON FOR SUCH VISITS. record for this project. FINISHES ARE EQUALLY SUBJECT TO DAMAGE AND CORROSION WHEN CARE IS NOT A SOFTENING OF THE PAINT ANY FOREIGN DEBRIS SUCH AS SAWDUST, DIRT, LEAVES, ANIMAL DRO PAINT AND COATING MAINTENANCE 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 REMOVE SMUDGE MARKS FROM BARE GALVALUME®. FORMULA 409 HAS PROVEN TO BE THEY LACK THE ADDITIONAL PROTECTION OF PAINT. ZINC COATED OR GALVALUME PANELS MAINTENANCE GUIDELINES. NEVER ALLOW TREATED LUMBER OR CONCRETE/MORTAR/GROUT TO DISSIMILAR METAL INCLUDING BUT NOT LIMITED T0: COPPER, LEAD OR GRAPHITE. THISDRCE3A ENCE3A 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 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 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, 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 LD REPLACED Y THE BUYCOULDER FOREUR. PANELS WITH SIGNIFICANTDAMN. 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 -06 R 1 _07 R1 -08 R1-09 IF REQUESTED, ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY THE MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF A Pie R1 LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. Erection Guide Date Rev. A r'16 06 1. To determine that the foundation is square, measure diagonal dimensions to be sure they are of equal length. 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 Specified Column Centerline Steel Line I (t3mm) 1±1/4- (±6mm) I t1/8 I i (t3mm) t1 8" (t3mm ANCHOR ROD SETTING TOLERANCES 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 �� L �— TEMPLATE FORM r � :.:,.. �� •', ;;: •''.. . BOARD ii .."% ` 11 IL • • JL. -ill.-----:- ' • •. cy►-rill------- -• • • 11 li •b ,� ANCHOR RODS N •11 PROJECTION OF ANCHOR RODS "D" f GIVEN ON ANCHOR ROD PLAN. SHEETING NOTCH SHOWN r BUT MAY NOT BE REQUIRED (SEE ANCHOR ROD PLAN) Page R2 Erection Guide pate Rev. A r'16 06 Bottom of Base Plate * ±1 /2" /8" t13mm) f 1 (t3mm) Base of Steel *Variation in Elevation to the Tops of Anchor Rods BASE PLATE AND ANCHOR ROD TOLERANCES FIELD TOLERANCES COLUMN ALIGNMENT TOLERANCES Idlll' ivl - r1M0 • DIMENSIONS A, B, AND C AS GIVEN ON ANCHOR BOLT PLAN MEZZANINE BEAM HEIGHT TOLERANCE SIDEWALL 1 1 1 500 500 500 I I I I I JJ J J Q Q 3 �? I I I w I I I 500 500 500 I 1 1 1 SIDEWALL PLAN VIEW ALIGNMENT TOLERANCE FOR MEMBERS WITH FIELD SPLICES Down Hill En dl Roof Pan..re..l. ROOF CURBS (When not Supplied by Building Manufacturer) Curb Base Length Up 12" Min. Hill 6" Min. +; Endlap _ a P v a� 4" v ,fax a- Roof_Pa..nE V✓ Purlin Line —J OIndicates Roof Panel Support location Panel Rib Floating Panel Support A Indicates Curb Base Support location Profile 9 pp ❑ 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 j galvanic corrosion of the roof panels. ❑ Use EPDM rubber roof jacks with an integral aluminum band bonded into the perimeter of aCn � g degrees Fahrenheit use silicone .� Up Lift Plate Curb Base the base. For high temperature applications (200-400g ) CL �, _ (If Required) rubber roof jacks. Retrofit rubber roof jacks are available for applications in which the top0 E o U U N of the pipe is inaccessible, eliminating the possibility of sliding the roof jack over the top �= P of the pipe. .o a Section "A" ❑ Do not use tube caulk/silicone to seal roof jack to the roof panels. Use only tape sealan (Insulation when specified) 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 A Co c� The curb details shown illustrate the building manufacturers recommended curb ❑ Roll down the top of the roof jack and apply tape sealant continuously around the Co!'4.o st a and installation method. It is the erector /installer's responsibility to exposed portion of the pipe. Roll the top of the roof jack back over the tape sealant. o Apply the stainless steel clam over to of roof jack and firmlytighten to form a secure Z , �,ZZ provide the proper curb style and install them in accordance with the PP Y p p j g F c co procedures established by these details. Failure by the erector / installer to compression seal. Q y •� ❑ Do not install a pipe through the standing seam of the roof panel. Keep pipe penetration �-- . z .� o follow these recommendations may result in the curbs damaging the roof system c or excluded from warranties. in center of panel to allow the base of the rubber roof jack to seal to the pan of the g y .2 o o �O � -Q U panel. n -4w o All roof curbs to be: If a pipe must be installed through a panel seam, or if the pipe diameter is so large to L> w co W 1. .080 Aluminum or 18ga. Stainless (No Galvalume/No Galvanized) block the flow of water down the roof panel, you must install a "pipe curb" into the roof v Q) J ¢ Lo `0 0 2. Panel rib to rib installation (No flat skirt or lay—over Curbs) and then seal the pipe curb with rubber roof jack. For pipes in which top cannot be o ; w a o 3. Installed over low end /under high end application for water flow at accessed, a two—piece pipe curb is available. crj ? o z Y H LJ panel splice ❑ In Northern climates, protect all pipe penetrations from moving ice or snow with a snow ) "w o 4. U lift prevention for clipapplied roofsystems are required if: 'o Y `0 Up Winload exceeds 10 mpph or q retention system immediately up slope from the pipe. 2 � IN T_ Eli b. Curb base crosses a purlin 5. SuPE4) four side by primary or secondary framing . Maxax ( ROOF JACK INSTALLATION Supported on fi6M Single Curb weight Recommend = 1500#C, 2 Q (Not by Metal Bldg Manufacturer) ** �V L° Q1.° 00 Panel profile varies � c N 0) aZ- L°:� SUGGESTED METHOD OF PURLIN ATTACHMENT Roof Jack ** o, I � VN (FOR BLDG ACCESSORIES) Roll Top Down o o ED > ** Stainless Steel Clamp 0 V U ZWLOW Z 0- _ 1/4-14 x 7/8„ Lap Tek V c Z Q= o Step 1 S.D. w/Washer at 1” O.C. `t o o v p I .00 . O ® o Tri—Bead Tae Sealant II ° w co Q z .3 • •e HW504 P .niY� oa.a•o t> >to0< o PURLIN ANGLE (W/ 2 SELF—DRILLERS" \—ANGLE** Scale: NOT TO SCALE Drawn by. GDK 12/28/16 HANGER ROD** SPRINKLER HANGER Checked by. DCJ 12/28/16 PIPE ROD ** Project Engineer: Apply Tri—Bead Tape Sealant Continuously Job Number: 15—B-61142-1 ** Stainless Steel Clamp around Pipe SUGGESTED METHODS � Sheet Number: R2 of 17 ** Manufacturer Roof Jack ** (Not by Metal Bldg ) The engineer whose seal An angle is self—topped to the web of the purlin to catch hanger rod. This Step 2 1/4-14 x 7/8" Lap Tek appears hereon is an employee g pp p 9 S.D. w/Washer at 1" O.C. for the manufacturer for the method does not preclude other forms of attachment to the purlin web. materials described herein. Said The total hanger load shall not exceed the design collateral load for the building. a seal or certification g limited e•• Tri—Bead Tape Sealant to the products designed and A sample calculation is shown below: HW504 manufactured by manufacturer 5' (purlin spacing) x 5' (hanger spacing) x 6 psf (collateral load) = 150 lbs. only.The undersigned engineer is See cover sheet for design collateral load for this building. not the overall engineer of Note: If this building is designed for 0 psf collateral load, then adding any record for this project. suspended system (i.e. duct work, piping, lights, ceilings, etc.) will correspondingly reduce the design live load. 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 INSTALL HANGER ROD IN FLANGE OF PURLIN THE INCORRECT WAYS r ROD, ANGLE `"Z" PURLIN OR CHAIN CLIP DO NOT INSTALL PURLIN CLIPS OF ANY KIND ON FLANGE OF THE PURLIN AS SHOWN ** Stainless Steel Cla Step 3 Tri—Bead Tape 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. IF REQUESTED, ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY THE MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF A LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. 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 Idlll' ivl - r1M0 • DIMENSIONS A, B, AND C AS GIVEN ON ANCHOR BOLT PLAN MEZZANINE BEAM HEIGHT TOLERANCE SIDEWALL 1 1 1 500 500 500 I I I I I JJ J J Q Q 3 �? I I I w I I I 500 500 500 I 1 1 1 SIDEWALL PLAN VIEW ALIGNMENT TOLERANCE FOR MEMBERS WITH FIELD SPLICES Down Hill En dl Roof Pan..re..l. ROOF CURBS (When not Supplied by Building Manufacturer) Curb Base Length Up 12" Min. Hill 6" Min. +; Endlap _ a P v a� 4" v ,fax a- Roof_Pa..nE V✓ Purlin Line —J OIndicates Roof Panel Support location Panel Rib Floating Panel Support A Indicates Curb Base Support location Profile 9 pp ❑ 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 j galvanic corrosion of the roof panels. ❑ Use EPDM rubber roof jacks with an integral aluminum band bonded into the perimeter of aCn � g degrees Fahrenheit use silicone .� Up Lift Plate Curb Base the base. For high temperature applications (200-400g ) CL �, _ (If Required) rubber roof jacks. Retrofit rubber roof jacks are available for applications in which the top0 E o U U N of the pipe is inaccessible, eliminating the possibility of sliding the roof jack over the top �= P of the pipe. .o a Section "A" ❑ Do not use tube caulk/silicone to seal roof jack to the roof panels. Use only tape sealan (Insulation when specified) 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 A Co c� The curb details shown illustrate the building manufacturers recommended curb ❑ Roll down the top of the roof jack and apply tape sealant continuously around the Co!'4.o st a and installation method. It is the erector /installer's responsibility to exposed portion of the pipe. Roll the top of the roof jack back over the tape sealant. o Apply the stainless steel clam over to of roof jack and firmlytighten to form a secure Z , �,ZZ provide the proper curb style and install them in accordance with the PP Y p p j g F c co procedures established by these details. Failure by the erector / installer to compression seal. Q y •� ❑ Do not install a pipe through the standing seam of the roof panel. Keep pipe penetration �-- . z .� o follow these recommendations may result in the curbs damaging the roof system c or excluded from warranties. in center of panel to allow the base of the rubber roof jack to seal to the pan of the g y .2 o o �O � -Q U panel. n -4w o All roof curbs to be: If a pipe must be installed through a panel seam, or if the pipe diameter is so large to L> w co W 1. .080 Aluminum or 18ga. Stainless (No Galvalume/No Galvanized) block the flow of water down the roof panel, you must install a "pipe curb" into the roof v Q) J ¢ Lo `0 0 2. Panel rib to rib installation (No flat skirt or lay—over Curbs) and then seal the pipe curb with rubber roof jack. For pipes in which top cannot be o ; w a o 3. Installed over low end /under high end application for water flow at accessed, a two—piece pipe curb is available. crj ? o z Y H LJ panel splice ❑ In Northern climates, protect all pipe penetrations from moving ice or snow with a snow ) "w o 4. U lift prevention for clipapplied roofsystems are required if: 'o Y `0 Up Winload exceeds 10 mpph or q retention system immediately up slope from the pipe. 2 � IN T_ Eli b. Curb base crosses a purlin 5. SuPE4) four side by primary or secondary framing . Maxax ( ROOF JACK INSTALLATION Supported on fi6M Single Curb weight Recommend = 1500#C, 2 Q (Not by Metal Bldg Manufacturer) ** �V L° Q1.° 00 Panel profile varies � c N 0) aZ- L°:� SUGGESTED METHOD OF PURLIN ATTACHMENT Roof Jack ** o, I � VN (FOR BLDG ACCESSORIES) Roll Top Down o o ED > ** Stainless Steel Clamp 0 V U ZWLOW Z 0- _ 1/4-14 x 7/8„ Lap Tek V c Z Q= o Step 1 S.D. w/Washer at 1” O.C. `t o o v p I .00 . O ® o Tri—Bead Tae Sealant II ° w co Q z .3 • •e HW504 P .niY� oa.a•o t> >to0< o PURLIN ANGLE (W/ 2 SELF—DRILLERS" \—ANGLE** Scale: NOT TO SCALE Drawn by. GDK 12/28/16 HANGER ROD** SPRINKLER HANGER Checked by. DCJ 12/28/16 PIPE ROD ** Project Engineer: Apply Tri—Bead Tape Sealant Continuously Job Number: 15—B-61142-1 ** Stainless Steel Clamp around Pipe SUGGESTED METHODS � Sheet Number: R2 of 17 ** Manufacturer Roof Jack ** (Not by Metal Bldg ) The engineer whose seal An angle is self—topped to the web of the purlin to catch hanger rod. This Step 2 1/4-14 x 7/8" Lap Tek appears hereon is an employee g pp p 9 S.D. w/Washer at 1" O.C. for the manufacturer for the method does not preclude other forms of attachment to the purlin web. materials described herein. Said The total hanger load shall not exceed the design collateral load for the building. a seal or certification g limited e•• Tri—Bead Tape Sealant to the products designed and A sample calculation is shown below: HW504 manufactured by manufacturer 5' (purlin spacing) x 5' (hanger spacing) x 6 psf (collateral load) = 150 lbs. only.The undersigned engineer is See cover sheet for design collateral load for this building. not the overall engineer of Note: If this building is designed for 0 psf collateral load, then adding any record for this project. suspended system (i.e. duct work, piping, lights, ceilings, etc.) will correspondingly reduce the design live load. 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 INSTALL HANGER ROD IN FLANGE OF PURLIN THE INCORRECT WAYS r ROD, ANGLE `"Z" PURLIN OR CHAIN CLIP DO NOT INSTALL PURLIN CLIPS OF ANY KIND ON FLANGE OF THE PURLIN AS SHOWN ** Stainless Steel Cla Step 3 Tri—Bead Tape 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. IF REQUESTED, ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY THE MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF A LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. w V 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. 241 ANCHOR 12' RODS 6' 0 0 � 9 C 0 �� DIAGONALS N �o SHOULD BE r, EQUAL 0 0 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 CLIPS .. BOLTS ® & Q SCREWS RAMP O 2 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. BRACING 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 END FRAME �\ all stages of erection, particularly when left overnight. RAFTER / END POST J 2.) Temporary supports, such as temporary guys, braces or other elements shall be CORNER COLUMN the total and complete responsibility of the erector. The temporary supports required A d f ' hed b the erector STEP 1: ERECT FIRST BAY WALL FRAMING NOTE It is the responsibility of the IMARY FRAME erector to provide temporary erection bracing until the structure is completed. TCii AVE STRUT shall be determine an urnls y 1A: Determine from erection drawings furnished with the building the location 3.) Temporary construction supports shall be provided wherever necessary to of the first braced bay. Framing for this bay will be erected first. accommodate all construction loads to which the structure may be subjected, left in place as long as may be required for safety. 16: Stand adjacent primary frame column and corner column over the anchor PANEL CAUTIONS AND NOTES rods. Shim or chip out under the base plate if required to ensure that the I of corrosive action at the bottom edge of wall panels, the contractor must base is level, at the correct elevation, and is in full contact with the To minimize potentia 9 foundation. Plumb and align the columns and install washers and nuts onto the assure that the following procedures are followed: Anchor Rods. 1.) The concrete foundation should be cured for a minimum of seven (7) days before wall panels NOTE: The end frame may be a bearing frame with the rafter supported by are installed. (uncured concrete is highly alkaline and metal panels can undergo varying degrees of end posts, or a rigid frame with the rafter self-supporting, and not attached corrosive attack when in direct contact with the concrete.) After the first week of the curing to the end posts. The procedure shown is for a bearing frame. If the building cycle, the reaction between metallic coatings on steel and the concrete is essentially halted. has a rigid end frame, it is erected the some as interior frames as described CLEAN DIRT FROM WALL PANEL in steps 1 and 2. AROUND PANEL BASE PANEL NOTCH (SHOWN) OR FOUNDATION 1C: Attach wall girts to the primary frame column and corner column. Bolt BASE TRIM e : girts to the corner column with two bolts. Bolt girt to primary frame column a with one bolt through the column flange and secure bolt with sub -nut (see 4 z detail on erection drawings). SLOPE FINISH GRADE AWAY MIN. a \� FROM BUILDING 1D: Install the eave strut by bolting to the top of the columns. Refer to the 2. To rade at building to be a minimum four (4) inches below bottom erection drawings and attach column flange brace where shown. Flange braces Top of finish g mum omay be required on one or both sides of the columns. If a flange brace of panel. connects to a girt in the adjacent bay, that brace will be bolted to the girt 3.) Finish grade is to slope away from building to ensure proper drainage. after the adjacent bay girts are installed. of finish grading, all dirt is to be cleaned from around base of NOTE: As wall girts are installed around the building, framing for factory 4.) Upon completion g g, located framed openings and accessory framing to which the girts attach wall panel where it may have collected in panel notch or on base trim. should be installed. Field located accessory framing may be installed at the FASTENER INSTALLATION same time as girts or at a later time. Correct fastener installation is one of the most critical steps when installing roof/wall panels. Drive 1E: Install wall bracing systems (rods, cables, knee bracing, portal bracing) at the fastener in until it is tight and the washer is firmly seated. Do not overdrive fasteners. this time but do not tighten completely until the bay is plumbed. 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 1F: Repeat steps 1B thru 1E for wall framing on the opposite side of the be used for self -drilling screws. A 500-600 RPM fastener driver should be used for self -tapping building. screws. Discard worn sockets, these can cause the fastener to wobble during installation. pzil1G: 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. CORRECT DEGREE OF TOO TIGHT SEALANT SQUEEZED TOO LOOSE SEALANT IS 1H: Bolt required clips and flange braces to the end frame rafter sections and TIGHTNESS NOTE SLIGHT TOO THIN EXTRUDES FAR BEYOND NOT COMPRESSED TO lift into place atop the end posts. Bolt rafter sections to corner column and CIRCLE OF SEALANT FASTENER HEAD FORM SEAL end post cap plates. Bolt rafter sections together at peak. NOTE: Always remove metal filings from surface of panels at the end of each STEP 2: ERECT FIRST BAY ROOF FRAMING 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 NOTE PURLINS It is the responsibility of the should not be stretched when installed. Apply only to clean, dry surfaces. Keep only erector to provide temporary enough mastic on the roof that can be installed in a day. During warm weather, store erection bracing until the mastic in a cool dry place. During cold weather (below 60°) mastic must be kept _ RIMARY FRAME structure is completed. i warm (60°-90°) until application. After mastic has been applied, keep protective paper RAFTER 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. TEMPORARY ERECTION BRACING Industry accepted installation practices with regard to all areas not specifically END discussed in this section should be followed. Only experienced, knowledgeable installers FRAME END POST RACING 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. 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. 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. END PUR STEP 3: ERECT ENDWALL GIRTS AND FIRST INTERIOR BAY NOTE It is the responsibility of the erector to provide temporary erection bracing until the structure is completed. LTEMPORARY ERECTION BRACING END FRAME ND BAY GIRT RAFTER 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. 313: 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. EAVE STRUT END FRAME STEP 4: ERECT REMAINING STRUCTURAL FRAMING PURLINS i NOTE It is the responsibility of the erector to provide temporary erection bracing until the structure is completed. TS 111MPORARY RMARYFRAME ERECTION BRACING END tel/ L --BRACING POST Starting at the opposite end of the first bay erected, install the remaining interior frames, girts, purlins, eave struts, bracing, end 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. IF REQUESTED, ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY THE MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF A LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. v 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. BRACING 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 END FRAME �\ all stages of erection, particularly when left overnight. RAFTER / END POST J 2.) Temporary supports, such as temporary guys, braces or other elements shall be CORNER COLUMN the total and complete responsibility of the erector. The temporary supports required A d f ' hed b the erector STEP 1: ERECT FIRST BAY WALL FRAMING NOTE It is the responsibility of the IMARY FRAME erector to provide temporary erection bracing until the structure is completed. TCii AVE STRUT shall be determine an urnls y 1A: Determine from erection drawings furnished with the building the location 3.) Temporary construction supports shall be provided wherever necessary to of the first braced bay. Framing for this bay will be erected first. accommodate all construction loads to which the structure may be subjected, left in place as long as may be required for safety. 16: Stand adjacent primary frame column and corner column over the anchor PANEL CAUTIONS AND NOTES rods. Shim or chip out under the base plate if required to ensure that the I of corrosive action at the bottom edge of wall panels, the contractor must base is level, at the correct elevation, and is in full contact with the To minimize potentia 9 foundation. Plumb and align the columns and install washers and nuts onto the assure that the following procedures are followed: Anchor Rods. 1.) The concrete foundation should be cured for a minimum of seven (7) days before wall panels NOTE: The end frame may be a bearing frame with the rafter supported by are installed. (uncured concrete is highly alkaline and metal panels can undergo varying degrees of end posts, or a rigid frame with the rafter self-supporting, and not attached corrosive attack when in direct contact with the concrete.) After the first week of the curing to the end posts. The procedure shown is for a bearing frame. If the building cycle, the reaction between metallic coatings on steel and the concrete is essentially halted. has a rigid end frame, it is erected the some as interior frames as described CLEAN DIRT FROM WALL PANEL in steps 1 and 2. AROUND PANEL BASE PANEL NOTCH (SHOWN) OR FOUNDATION 1C: Attach wall girts to the primary frame column and corner column. Bolt BASE TRIM e : girts to the corner column with two bolts. Bolt girt to primary frame column a with one bolt through the column flange and secure bolt with sub -nut (see 4 z detail on erection drawings). SLOPE FINISH GRADE AWAY MIN. a \� FROM BUILDING 1D: Install the eave strut by bolting to the top of the columns. Refer to the 2. To rade at building to be a minimum four (4) inches below bottom erection drawings and attach column flange brace where shown. Flange braces Top of finish g mum omay be required on one or both sides of the columns. If a flange brace of panel. connects to a girt in the adjacent bay, that brace will be bolted to the girt 3.) Finish grade is to slope away from building to ensure proper drainage. after the adjacent bay girts are installed. of finish grading, all dirt is to be cleaned from around base of NOTE: As wall girts are installed around the building, framing for factory 4.) Upon completion g g, located framed openings and accessory framing to which the girts attach wall panel where it may have collected in panel notch or on base trim. should be installed. Field located accessory framing may be installed at the FASTENER INSTALLATION same time as girts or at a later time. Correct fastener installation is one of the most critical steps when installing roof/wall panels. Drive 1E: Install wall bracing systems (rods, cables, knee bracing, portal bracing) at the fastener in until it is tight and the washer is firmly seated. Do not overdrive fasteners. this time but do not tighten completely until the bay is plumbed. 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 1F: Repeat steps 1B thru 1E for wall framing on the opposite side of the be used for self -drilling screws. A 500-600 RPM fastener driver should be used for self -tapping building. screws. Discard worn sockets, these can cause the fastener to wobble during installation. pzil1G: 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. CORRECT DEGREE OF TOO TIGHT SEALANT SQUEEZED TOO LOOSE SEALANT IS 1H: Bolt required clips and flange braces to the end frame rafter sections and TIGHTNESS NOTE SLIGHT TOO THIN EXTRUDES FAR BEYOND NOT COMPRESSED TO lift into place atop the end posts. Bolt rafter sections to corner column and CIRCLE OF SEALANT FASTENER HEAD FORM SEAL end post cap plates. Bolt rafter sections together at peak. NOTE: Always remove metal filings from surface of panels at the end of each STEP 2: ERECT FIRST BAY ROOF FRAMING 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 NOTE PURLINS It is the responsibility of the should not be stretched when installed. Apply only to clean, dry surfaces. Keep only erector to provide temporary enough mastic on the roof that can be installed in a day. During warm weather, store erection bracing until the mastic in a cool dry place. During cold weather (below 60°) mastic must be kept _ RIMARY FRAME structure is completed. i warm (60°-90°) until application. After mastic has been applied, keep protective paper RAFTER 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. TEMPORARY ERECTION BRACING Industry accepted installation practices with regard to all areas not specifically END discussed in this section should be followed. Only experienced, knowledgeable installers FRAME END POST RACING 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. 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. 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. END PUR STEP 3: ERECT ENDWALL GIRTS AND FIRST INTERIOR BAY NOTE It is the responsibility of the erector to provide temporary erection bracing until the structure is completed. LTEMPORARY ERECTION BRACING END FRAME ND BAY GIRT RAFTER 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. 313: 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. EAVE STRUT END FRAME STEP 4: ERECT REMAINING STRUCTURAL FRAMING PURLINS i NOTE It is the responsibility of the erector to provide temporary erection bracing until the structure is completed. TS 111MPORARY RMARYFRAME ERECTION BRACING END tel/ L --BRACING POST Starting at the opposite end of the first bay erected, install the remaining interior frames, girts, purlins, eave struts, bracing, end 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. IF REQUESTED, ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY THE MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF A LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. 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. -,e FRAM EAVE STRUT—ter. 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 513: 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 -� �–rlFweather.r Insulation �—(Not by manufacturer) Double Faced Tape(Not by manufacturer)to be used to securelation and turn vinyl back insulation. must not be exposed to Wall Panel J ` Insulation ,., • ,• (Not by manufacturer) Fiberglass Insulation Vapor Barrier to •�; ;;;;; to OUTSIDE of Building INSIDE of Building Eove Detail Wall Panel Insulation (Not by manufacturer) Finished Roor (See Erection Drawings) Note: Trim insulation and turn vinyl back Insulation must not be exposed to weather. II 11Base 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) J 1 r1 V l 1 L_ LJ v1 . - . v TO BE DRILLED (KEEP END OF PANELS N OTE: 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. NOTE END FRAME URLIN Detail shown for ribbed roof GABLE panel only. For standing seam RAFTER rake and gable angle installation, �•NGLE AT see erection details. �1 EXPANSION AVE STRUT JOINT TYPICAL BUTT LAP CONDITION 613: See erection drawings sheeting layouts for panel starting dimensions, panel trim locations, and lap locations. TRIM DIMENSION IS ' I MEASURED FROM TRIM ---1 CENTER OF FIRST MAJOR RIB. GABLE ANGLE CONTACT TAPE ENDWALL GIRT WOOD BLOCKING BASE ANGLE/TRIM CONTACT TAPE INSULhIIV11 6C: Align and level girts on endwall. . ""�44 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 PANELSNOTE It ' th onsibilit of Is e resp y the erector to provide temporary erection bracing until the tructure is completed. is bracing is to remain n place until all roof and wall panels are installed. CIV U MALL FAN LLJ PANELS LOCKING FOR IGNMENT 7A: Install eave trim over top of sidewoll panels and eave struts with fasteners per erection drawings eave detail. 7B: 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. 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 covered for the maximum amount of time and the panel ribs can be kept in 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 7• INSTALL ROOF PANELS (Con't) 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 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 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! RAKE TRIM STEP 8: INSTALL TRIM AND ACCESSORIES UrLNINU GUTTER w 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 SOLATION the appropriate details for installation instructions. 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. IF REQUESTED, ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY THE MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF A LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. 41 Rod Brace Attachment at Web Rod Brace (See Erection Drawings for Part Mark and required location) Burr threads after final tightening Slope Washer PF04101 late Jan '14102 02 Note; These items shipped loose. -Flat Washer See table below for Part Marks. l- Hex Nut ERECTION NOTE: DETAIL SHOWN AT COLUMN SIMILAR AT RAFTER. I Align slot with Rod Bracing For Rod Bracing that falls within the Girt Web, the Erector is to add a minimum size slot for the passage of the Rod. PART MARKS FOR ROD BRACE ROD DIAMETER ROD BRACE SLOPE WASHER FLAT WASHER HEX NUT "� WROB WS110 WFH500 HSN500 J"o WR10 WS110 WFH625 HSN625 J"0 WR12 WS120 WFH750 HSN750 J"0 VYR14 WS120 WFH875 HSN875 1"o WR16 WS130 WFH1000 HSN1000 Bearing Frame Endwall - Inside Column Extension to Bridge Channel Between Peak Purlins (Symmetrical) - Bypass Purlin EF07326 Date Rev Mar'15 00 Purlin Bridge Channel (2) Bolts Unless SNoted Otherwise Setback Varies On Erection Drawings " Purlin I (4) Bolts Bridge Channel (4) J" Bolts Column Extension Portal Frame to Floor with Clip - Inside of Girt Line e �,o�v Heavy Clip (Shown) PC28— Fc°� w/ (8) J"0 A325 Bolts Bypass shown, similar for Flush and Inset NOTE: FRAME SHAPES MAY VARY. SEE FRAMING PLAN FOR PORTAL FRAME LOCATIONS PF04013 Structural Bracing lat Rev. v. Double Purlin Struts and Double Girt Struts -X Double Purlin Strut Purlin (2) ro Bolts Typical. (4) J"0 Bolts when Purlin Lap is Denoted With Symbol * on the Roof Framing Plan or Standard Clip CL111 or PC20— w/ (6) "0 A325 Bolts See "Cross Section" for applicable Clip Portal Frame Rafter See "Cross Section" for Bolt requirements Portal Frame Column —x Double Purlin �. • l Strut at Eave (4) 1"0 Bolts at Double Purlin Strut at Eave Eave -' Strut 1'-0 Standard (May Vary) (2) ro Bolts Typical. (4) J"o Bolts when Girt Lap Girt is Denoted With Symbol on )age PF04022 )ate lRev Jun '16 01 Rafter (Shape may Vary) 7" at 8" & 10" Purlins 11" at 12" Purlins Standard (May Vary) Bearing Frame Endwall - Inside Column Extension to Bridge Channel EF07316 Between Purlins - Bypass Date Rev Mar 151 00 Purlin Purlin Strut (When Required) Denoted On Roof Plan By Symbol -1E- r- Purlin Bridge Channel (2) Bolts Unless Noted Otherwise Setback Varies On Erection Drawings Purlin I 177 I I ID the Elevation Framing Plan. I I I I Z: I I I 1 1 o O! !O O! x Double Girt Strut Column I (Shape may Vary) Rafter 7"at8"&10"Girts 11" at 12" Girts— Double Standard (May Vary) Girt Strut (4) Bolts With Washers I Column Shape may Vary) Girt Low Eave Shown, Rod or Cable Bracing. Column High Eave Similar) See Erection Drawings for Location and Piece Mark I and Construction Pages PF04101, PF04111, PF04113 or PF04114 for Details. Bypass Column Flush and Inset Columns Steel Line - the Clips are not 1) For Standing Seam and Insulated Panels that use Clips for attachment to Purlins and Girts, required at the Double Purlin or Girt Struts and have not been provide for installation at these locations. 2) For Single Skin Panels and Insulated Panels that use through panel Fasteners for attachment to Purlins and Girts, the Fasteners ARE required at the Double Purlin or Girt Struts and have been provide for installation. 3) Bracing Members are permanent and may not be removed after erection unless noted for plumbing or erection All Bolts To Be Unless Noted. Section "A" purpose only on the Erection Drawings. For Required Length Refer To Grip 4) For required r0 Bolt length refer to Grip Table on Erection Drawings. Table On Erection Drawings. Page Page Rigid Frame Endwall -Load Bearing Column - Inside Column EF08160 Rigid Frame Endwall - Load Bearing Column - Inside Column Extension EF08162 Extension to Bridge Channel Between Purlins - Flush Date Rev to Bridge Channel Between Peak Purlins -Flush Date Rev R 00 Mar 15 00 Purlin Purlin Strut (When Required) Purlin Purlin —� Denoted On Roof Plan By _ Symbol -YE- Bridge Channel (4) Column I Steel Line Purlin (2) Bolts Unless Noted Otherwise On Erection Drawings Rafter (4) Bolts With Washers Column All Bolts To Be rO Unless Noted. Section "A" For Required Length Refer To Grip Table On Erection Drawings. ;cannel Bolts txtension etbac{ Varies Steel Line (2) Bolts Unless I Noted Otherwise On Erection Drawings Rafter (4) Bolts With Washers Column Bridge Channel (4) Bolts Purlin All Bolts To Be J"O Unless Noted. Section "A" For Required Length Refer To Grip Table On Erection Drawings. Bridge Channel (4) J"O Bolts Column Extension Io 04I I I I I L0 0J Corner Column - ByPass Column Endwall Girt Attaches to Inner Flange with Bolted Clip (4) Bolts Bridge Channel (4) ;" Bolts Column Extension XEF03042 �Av'11R00 Sidewall Girt I " XC1 Z W/ I 4"o Bolts I J O J"o Bolts a o' F0___07, O I PC29— Field O I Cut Top and O — — — Bottom Flange du and Bend II (1) Fastener 11 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 ENDWALL 12-14 x 1" P.H. DP3 12-24 x 1J" DP5 at each end 6" O.C. (2 minimum) a� U O 0 5 a� O cj N CV -3 1*< O U p Zz- ra NMme. ,co n Q Uo � ` L v; C6 _CZ Z3 Z o o c � -o �` ca', V W U moi- 12w��0 t L o 0UJ<— ❑ ❑ Q OZ Y O •� UN2W W E-: ` 2Q:0 LZ CZ N It� Z L2 m ❑ rZ QK) w p o o(0> v rnQ cA1♦ Z Zrto rnm o VW Z Q = O Q 0 Z)co o n ) O� o Z ,c W cD Q Z 3 to �? O V >(0OQ D Scale: NOT TO SCALE Drawn by. GDK 12/28/16 Checked by. SCJ 12/28/16 Project Engineer: Job Number: 15—B-61142-1 Sheet Number. R5 of 17 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. REQUESTED, ENGINEERING CERTIFICATION OF ATERIALS SUPPLIED BY THE MANUFACTURER WILL PROVIDED BY SEAL AND SIGNATURE OF A CENSED ENGINEER ON FINAL ERECTION DRAWINGS, Sidewall Girts and Endwall Girts • at Bypass Corner Column with Variable Frame Setback Endwall Girt Attaches to Inner Column Flange Girt Sidewall I Iro --o - I I I In__ ° �-- _ m .0 5 I o � a.� I U N v I ' N I c p C ; C O n co liO O Sheeting Clip PC31 Clip SC5 Note: Zee Girt Shown Cee Girt Similar All Bolts To Be r0 Unless Noted. For Required Length Refer To Grip Table On Erection Drawings. II Cee Girt to Column Standard Connection OI I I OI _J EF03515 )ate lRev Jan '16 1 02 Fastener #55 12-24 x 11- SD DP5 W/O Washer At Each End and 6" on Center Corner Column Clip PC81 L/R Bolted as Shown Clip May be Factory Welded Endwall Sheeting Clip CL292 or PC30 Fastener #12A 12-14 x 1" Pancake SD W/0 Washer (2) Per Sheeting Clip (Typ) "Z" Sheeting Clip PC22 VIIVIIIIVI VII a Girt CF01115 )ate JRev Jun '15 00 at Each end on Erection Drawings Welded Clip End Bay with Nested Zee Girt GIRT LAPS PAST C.L. COLUMN: 0'-5 3/4" q Column V-5 3/4" 1 3/,C 1 3/4" 3'-1 3/4" 1l MAIN GIRT MAIN GIRT+ +I+ NESTED GIRT 3 1/2" LAP CF01111 late Rev. Sep'131 01 Column SEE ERECTION DRAWINGS FOR GIRT ELEVATIONS Girts at Column Flush Sidewall or Endwall Girts Girt Connection At Bypass Column (2) rd Bolts Typical at Connection. (4) J"0 Bolts when Girt Lap is Denoted With Symbol * on the Erection Drawings. (2) r0 Bolts at each end of lap 0 0 Outer Zee Girt J I� II �I � J Inner Zee Girt J 14' Factory Welded Clip Column (Shape may Vary) All Bolts to be J"0 Unless Noted. For Required Length Refer to Grip Table on Erection Drawings. 'age Sub -Nut Installation 05-12-31 CF01120 )ate RData 'Welded" Bypass Girt Lap (Girt outer flange Toed Up) r'16 Rev. Jun '16 1 02 1" Sub—Nut 2 One (1) Sub—Nut must be used at all Girt Lap conditions to secure the first unsupported Girt while the second Girt is being installed. (The Sub—Nut is a Two Projection 1-13 Weld Nut.) Refer to Erection Drawings for Girt Lap Symbols and CF01122 for Lap Symbols and Lengths. �CF01123 By -Pass Girt to Column CF01127 n• R-. Standard Connection - Flange Brace FB6_ or FB7_ JIan'141 R• 01 Feb'11 01 Erection Note Lap and attachment of Girt varies refer to "Elevation Plan" and Lap Detail for requirements. J"0 Bolts (Typical) Column 10 I I I 10 01 I I CL292 or PC30_ J Sheeting Clip (1) Fastener #12A 12-14 x 1" P.H. DP3 at each end Girt J"0 A325 Bolt each end. Flange Brace FB6_ or FB7 (when specified) 1° ° R I 2'-4" or 5'-0" 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 "Flevation Plan". (2) J"O Bolts each end of Girt lap 0 O 0 O O (2) J"O Bolts unless noted on erection drawings Girt Lap Symbol denoted on Wall Framing Elevation "Toed Up" By (Lap varies, 1"o Bolt lin/Girt Clip op Welded) —Nut 500 �N First Girt Purlin/Girt Clip 1�N I I (Shop Welded) Sub—Nut Second Girt WN500 pOp J* Hex Hex Nut 4 �N Column SECTION A—A Outer Flange" Sub—Nut (1) J"O Bolt is placed through the Purlin/Girt Clip and the first Girt and secured with the Sub—Nut. The second Girt is placed over the Sub—Nut and secured with a Hex Nut. A second J"o Bolt is installed diagonally across from the first J"0 Bolt at the Purlin/Girt Clip and secured with Hex Nut. 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 2 �A" (2) J"O Bolts R unless noted on erection drawings 0 I I a LoP Flange Brace -� FB4_ (when specified) Attach Flange Brace to Rafter and "Field Bend" to attach to lower Purlin web hole located 2'-4" from center of Rafter. CF02036 Rev. �c'10 00 (2) J"O Bolts each end of Purlin lap o 0 J"O A325 Bolt each end. Erection Note Flange Braces may be required one or both sides of Rafter. 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 "Roof Plan". V ca LEI ,O .0 5 a.� ' N c p C ; C O n co rz V J L C 2 '0 Z3Q� Uto o co 0 U C V W C W U _J0Li W o0W U Li U WY O •q) VNSW `�. CL D: cD U W C C oU Q .1 C It 00`o N d- 02 QQ EiQr�w O o O c0> 0) Q v n` W Zd M m ZQ= o Cz Q V O U � U) II � Uzi Z O� C I ow vi C) >co'Q O Scale: NOT TO SCALE Drown by. GDK 12/28/16 Checked by. DCJ 12/28/16 Project Engineer: Job Number. 15—B-61142-1 Sheet Number: R6 of 17 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. REQUESTED, ENGINEERING CERTIFICATION OF ATERIALS SUPPLIED BY THE MANUFACTURER WILL E PROVIDED BY SEAL AND SIGNATURE OF A ICENSED ENGINEER ON FINAL ERECTION DRAWINGS. W Page Page CF01121 Girt and Purlin Connection CF01122 Date Rev. At Bypass Column and Rafter Date , Rev By -Pass Zee Installation Dec'10 00 Jun 16 02 O31- 3J• O O II O O O 1 II 1/4"± 107i 1 O -- ---- ----- FA)_� Girt or Purlin v _ _ � Girt or Purlin w — — (4) rO Bolts Factor Welded Clip (4) rO Bolts — — —' — — — — — Factory Welded Clip Y P Column or Rafter Column or Rafter -Triangle Punch Points In Direction Of Large Flange Zee Lap Large (Typical) Flange A IV I a ,► IV ®I e ZLarge Flange q-(LFrame q-(ZFrame 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. Eave Strut Stiffener Plate - 4 Bolt Connection CF02031 Date Low Eave Interior Bay - Slope Thru 412:12 Oct 114 R 01 Eave Strut Stiffener I Eave Strut Clip or Plate SC -18 f Frame Rafter or Column O 010 O 0 0II0 O . I "Ae a Bay Bay Frame Eave Strut Bottom Flange Eave Strut Eave Strut Stiffener Plate SC -18 (8) r0 A325 Bolt W/Nut Eave Strut Clip or J Frame Rafter or Column Section "A" (Low Eave) Lap Symbol G Lap Symbol S 1'-5r at O 1'-5r at O 2'-5r at O 2'-5J" at O S-1 i" at O S -1;j" at O (2) }"O Bolts at each end of lap O 0 o v I I I 0 o O� Girt or Purlin (2) ro Bolts Typical at Connection. Factory Welded Clip (4) J"O Bolts when Girt or Purlin Lap is Denoted With Symbol * on the Column or Rafter Erection Drawings. Lap Symbol O, < & 42� Refer to Erection Drawings for Lap Symbol at Girt and Purlin Connection. ZEE SECTION LAP TABLE SYMBOL LAP LENGTH SYMBOL LAP LENGTH G -0'-01" 0'-31" v 3'-1 J" V -5 i. All Bolts to be J"0 Unless Noted. For Required Length Refer to Grip Table on Erection Drawings. Sag Angle Attachment at Sidewall Angle �(2) Fastener #1B CL472_ at Each end. am 0 V' Sag Angle LW1_ I I '—Fastener #18 (Typ at Each end) Sag Angle Attachment to Angle CL472 m c J a� W CF03042 )ate Rev. Mar '15 02 If Fouling Occurs Use Sag Angle Attachment to gle CL472 g Angle q _ tach W/ (1) Fastener B at Each end. (Typ) Sag Angle Attachment to Eave Strut Note: Use Sag Angle Attachment to Angle CL472 W/ Wall Liner Field Cut Angle CL472_ /-(2) Fastener #18 at Each end. \ \---Fastener #18 Sag Angle c LW1_ J YI) NI Flange Mounted Tube or Pipe Sag Angle Attachment W1 Flange Mounted Tube or Pipe J Eave Strut Connection at End Bay ByPass And Flush Girts `Roof Line -0 w I � � a� I C wl a� co I N Girt Depth + 1/4" By -Pass Gir s Flush Gins 1/4 Roof Line I I Eave Strut a) I _l a� N rr—nrr—r" N I — — — — — — — — — — — — — — — Linu I (4) J" O A325 Bolts I Varies Column or Rrafter I End Bay _ SHT. NO CF02033 DATE hE1 NO Feb'12 03 Roof Line Eave Strut Connection at Main Frame Interior Bay Roof Line -v _ 0, 2„ 2" _ + > w a� ' Girt Depth + 1/4 By—Pass r N CF02030 DATE 4EV NO Feb'11 01 f Roof Line Bay bay Flush (4) 1/2" X 1 1/4" A325 Bolts without Washers e Strut tom Flange Steel Line Paye CF03048 Knock -In Bridging Tie Angle Pa"KBO1013 Date May' 12 Rev. 01 Sag Angle Attachment at Endwall Rake r� Date Re02 Rake Sheeting Rake Sheeting s > Angle D v' (2) FASTENER #16 w2" Purlin J"X 14 X 11" DP3 e-+' _ 2" a� w I � � a� I C wl a� co I N Girt Depth + 1/4" By -Pass Gir s Flush Gins 1/4 Roof Line I I Eave Strut a) I _l a� N rr—nrr—r" N I — — — — — — — — — — — — — — — Linu I (4) J" O A325 Bolts I Varies Column or Rrafter I End Bay _ SHT. NO CF02033 DATE hE1 NO Feb'12 03 Roof Line Eave Strut Connection at Main Frame Interior Bay Roof Line -v _ 0, 2„ 2" _ + > w a� ' Girt Depth + 1/4 By—Pass r N CF02030 DATE 4EV NO Feb'11 01 f Roof Line Bay bay Flush (4) 1/2" X 1 1/4" A325 Bolts without Washers e Strut tom Flange Steel Line 0 0 c ,o Paye CF03048 Knock -In Bridging Tie Angle Pa"KBO1013 Date May' 12 Rev. 01 Sag Angle Attachment at Endwall Rake Date Re02 Rake Sheeting Rake Sheeting Angle Angle (2) FASTENER #16 ti Purlin J"X 14 X 11" DP3 Purlin Tie Angle CL472_ �C a (Note; Not required I �' when Flush Canopy is vii C a Z5 U _Q y Q located at Eave.) c aqi Q W o 0 J¢�,� rn0 o 0 w¢= FASTENER #18 _ Sag Angle(2) Endwall J"X 14 X 1 }" DP3 c J4 LW1 _ Rafter Attach W/ (1) Fastener I I #16 at Each end. (Typ) Field Attach W/ (1)�jurlih - U o a� N Fastener #55 l t 00 N d �Z to2 Endwall (Note: At Flange greater El IM Rafter c J than 4" thick field drill iri nV W ¢ C7 m A"0 hole in Angle and o Flange and attach W/ o II'z �co¢F N (1) 1"o x 11" A325 Bolt) o O Fastener #16 Drawn by. GDK 12/28/16 Checked by. DCJ 12/28/16 0 Job Number: 15—B-61142-1 (Typ) Eave Strut Rafter I LW1_ Bolted Anchorage Clip (Shown) or Factory Welded I Anti -Roll Clip at for side. Always required at first I continuous Eave Purlin. Note: Field clamp sag angles and apply structural screw Column from opposite side when rafter (Shape and Connections will vary is lower than girt. refer to Frame Cross Section) Rafter Outside of Girt Space Rafter Inside of Girt Space 0 0 c ,o a� ti �C a N cn U vii C a Z5 U _Q y Q o LwNQ� c aqi Q W o 0 J¢�,� rn0 o 0 w¢= o ❑ +-•Z Y v U W O •� U N= W U o c L° nam Q 00 N d �Z to2 E � nh �� El IM iri nV W ¢ C7 m v�Z¢_ Q `pZU(n q) UO�0 II'z �co¢F .Z 3 j to (Y- (-) >c00¢ O Scale: NOT TO SCALE Drawn by. GDK 12/28/16 Checked by. DCJ 12/28/16 Project Engineer: Job Number: 15—B-61142-1 Sheet Number., R7 of 17 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. REQUESTED, ENGINEERING CERTIFICATION OF IATERIALS SUPPLIED BY THE MANUFACTURER WILL ,E PROVIDED BY SEAL AND SIGNATURE OF A ICENSED ENGINEER ON FINAL ERECTION DRAWINGS. Knock -In Bridging Installation Less Than 3:12 Single Row Strut Spacer PC43_ Ridge Tie Bldg. Ridge r—Strut Pudin PC80_ Knock—In --� Eave Strut Bridging KBAI _ (Beyond) Strut Purlin At Eave All fasteners shown are #1B J"-14 x 1j" DP3 unless noted Ear Stn (Sym.) Ik I= Peak Purlin KBAI _ At Ridge Note: The Bridging Angle will be installed from the top slot of the high side purlin to the bottom slot of the adjacent low side purlin. - Roof Layout P�KB01006 Open Cee -Framed Opening Connections Pogo AC01120 Open Cee -Framed Opening Connections KB01001 Knock In Bridging y JR—erDote ReV• Cold Form Open Cee -Three and Four Sided Openings DNov'11 R 01 Cold Form Open Cee -Base, Girt, Header, and Sill to Jamb I '12 02 Single Row Mar 11 01 "� Bolts Clip CL150 Bolted Anchorage Clip or Factory Welded Anti -Roll Clip always Note; (2) i 1) Header Sill and Jamb nominal depth matches nominal girt depth. w ' w a� w o C �1 W, N N Fastener #55 12-24 x 11" DP5 '` 3 Each end of PC80_ ° w a� �E of w Z _ 0 Eave Strut -7 ih n LKnock—In Bridging Knock—In —J Eave Strut Tie "'"` '"' "` "` Bridging KBA1 _ Bridging KBA1 _ KBA1 _ KBA1 _ KBAI _ I caw Side Eave Strut Purlin to Purlin Hiah Side Eave Strut Attach w/Fastener #18 S\o� "-14 x 1" DP3 Qv���n In Bridg 9 in Bridging / p 2 in Knock— Knocir KBAI _ KBN1 _ V Eave Strut Tie Eave Strut Step 1 Ste 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 Pudin 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. AC01123 ov 111 TR-.V required at first continuous (extending E/W to E/W) Eave Purl n. Peck 2.) All Horizontal Members within Opening are Clipped and attached _ Header DH_ ** Girt within opening is ram - - to Jambs with"O Fin Head Bolts with outer Members Field attached See AC00915 thru AC00923 provided when Framed Opening to Jamb flanges with (2) Fastener #16 and AC01124 thru AC01130 Jamb DJ_ is to be paneled over. I� Header DH_ ! I MEIN so P, MEN 0 IMMEMISS III I rami I II\ I I I 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. 0 1 ►0 v w m 01) c ° o, w 3 a inch ° 3> '' _ c o w U. a� Z w Gable Building Bolted Anchorage Clip or Factory Welded Anti -Roll Clip always Freauired at first continuous (extending E/W to E/W) Eave Purlin. —V (2) J"O Bolts Drill A"0 Holes in See AC01123 0, Jamb Frome 0I (6) Fastener #16 Zee/Cee Girt ** Zee/Cee Girt Zee/Cee Girt �+ -' }"-14 x 11" See AC01123 0 �I Field Located Framed Openings i Cee Girt Sill DH_ _ I 0 Clip CL150 I L 0 .21 Zee Girt Typ. at Girt, Sill, _ E and Header Knock Typical -' -In Bridging thru AC01130 on -L Finish Floor Doubled) � o CL a Fra e Girtor 0 0 g Clip CL150 Heigh g Girt y o cc� O �wN� Strut Purlin Use Strut Spacer (PC43_) at each KBAI _ location. \--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 L rn ?ee Cee Girt ** Zee/Cee Girt Clip CL150 Typ. at Girt and Header I 0 .o E -See AC01123 Zee Cee Girt See AC01123 Q, .4) rn I c C 0 N a 0 See AC01123 Finish Floor rV CL152 at 8J" Jamb Opening Width CL153 at 101" Jamb CL154 at 121" Jamb Three Sided Framed Opening ** Girt within opening is provided when Framed Opening See AC00915 thru AC00923 is to be paneled over. and AC01124 thru AC01130 I. ue..ae nu z rn 41 CL152 at 8J" Jamb Opening Width CL153 at 10j" Jamb CL154 at 12J" Jamb Four Sided Framed Op enina Page • AC01124 Bolted Clips - Framed Opening Connections P�AC01320 Bolted Clips -Framed Opening Connections AC01323 Open Cee - Framed Opening Connections Dote Rev. Date Rev. Cold Form and Hot Rolled Cee -Three and Four Sided Openings IUIa '14 ReU2 Cold Form and Hot Rolled - Base, Girt, Header, and Sill to Jamb Ma '14 02 Cold Form Open Cee Jamb to Zee/Cee Girt or Header/Sill Nov 'Il01 Note; All Horizontal Members within Jamb DJ_ clear Opening are Clipped and attached See AC00915 thru AC00923 SC425 Clip , to Jambs with J"m Fin Head Bolts. SC425 Clip (2)'m Bolts cl (6) Fastener #1B 8 �"� Bolts Typ. at Header and AC01324 thru AC01332 J J"_14 x 1 j" _ _ Header Head"Bolts Jamb/Sub Jamb pr Girt within opening is �aail I H_ (Hot Rolled) ( provided when Framed Opening Cold Form Shown, is to be paneled over. N 0 0 Clip CL150 L. DH_ (Cold Form) Hot Rolled Similar) Zee Girt Girt Girt Zee Girt See AC01323 Header Opening Width Jamb Sub Jamb Height 0 0 Clip CL150 Height (Cold Form Shown, Opening Height Jamb/ Sub Fastener #1B 0"t� Bolts JI J"-14 x 1 Zee/Cee Girt ** Zee/Cee Girt Zee/Cee Girt Hot Rolled Similar) (Cold Form Shown, ,� CL751 Clip Hot Rolled Similar) Jamb DJ - 0 J_ N See AC01323 = CL751 Clip o, ** Girt within opening Jamb/Sub Jamb to Zee Girt • am�f�ub Jamb to Zee Girt_ Typ. at Girt 5 Girt a Opening Width (2) J"O Bolts -\ /--(2) J"O Bolts (2) J"O Bolts Drill A"0 Holes in See AC01123 0, Jamb DJ_ 0I (6) Fastener #16 Zee/Cee Girt ** Zee/Cee Girt Zee/Cee Girt �+ -' }"-14 x 11" See AC01123 0 �I Field Located Framed Openings i Cee Girt Sill DH_ _ I 0 Clip CL150 I L 0 .21 Zee Girt Typ. at Girt, Sill, _ E and Header ESee AC01123 = -' N thru AC01130 on -L Finish Floor Doubled) CL152 at 8J" Jamb Opening Width CL153 at 10j" Jamb CL154 at 12J" Jamb Four Sided Framed Op enina Page • AC01124 Bolted Clips - Framed Opening Connections P�AC01320 Bolted Clips -Framed Opening Connections AC01323 Open Cee - Framed Opening Connections Dote Rev. Date Rev. Cold Form and Hot Rolled Cee -Three and Four Sided Openings IUIa '14 ReU2 Cold Form and Hot Rolled - Base, Girt, Header, and Sill to Jamb Ma '14 02 Cold Form Open Cee Jamb to Zee/Cee Girt or Header/Sill Nov 'Il01 Note; All Horizontal Members within Jamb DJ_ clear Opening are Clipped and attached See AC00915 thru AC00923 SC425 Clip , to Jambs with J"m Fin Head Bolts. SC425 Clip (2)'m Bolts cl (6) Fastener #1B 8 �"� Bolts Typ. at Header and AC01324 thru AC01332 J J"_14 x 1 j" _ _ Header Head"Bolts Jamb/Sub Jamb pr Girt within opening is �aail I H_ (Hot Rolled) ( provided when Framed Opening Cold Form Shown, is to be paneled over. N 0 0 Clip CL150 L. DH_ (Cold Form) Hot Rolled Similar) Zee Girt Girt Girt Zee Girt See AC01323 Header Opening Width Jamb Sub Jamb Height 0 0 Clip CL150 Height (Cold Form Shown, Opening Height Jamb/ Sub Fastener #1B 0"t� Bolts JI J"-14 x 1 Zee/Cee Girt ** Zee/Cee Girt Zee/Cee Girt Hot Rolled Similar) (Cold Form Shown, ,� CL751 Clip Hot Rolled Similar) Jamb DJ - 0 J_ N See AC01323 = CL751 Clip o, ** Girt within opening Jamb/Sub Jamb to Zee Girt • am�f�ub Jamb to Zee Girt_ Typ. at Girt 5 Girt a Opening Width (2) J"O Bolts -\ /--(2) J"O Bolts 01 C J (6) Fastener #16 I J"-14 x 11" N Cee Girt/Header off Header 0 1"o x 1" Height Fin Head Bolts 0 0Clip CL150 Jamb DJ_ Jamb/Sub Jamb to Cee Girt/Header Jamb DJ_ 0 0 Clip CL150 0 j"o x 1" Fin Head Bolts Sill Height Cee Girt/Sill C JI (6) Fastener #16 1"-14 x 11* �I Jamb /Sub Jamb to Cee Girt/Sill Jamb- JL- (Hot Rolled) DJ_ (Cold Form) Finish Floor Opening Width ** Girt within opening is 0 Jamb JR_ (Hot Rolled) DJ_ (Cold Form) See AC01323 provided when Framed Opening SC425 Clip is to be paneled over. Typ, at Header/SillVJ See AC00915 thru AC00923 and AC01324 thru AC01332 Header H_ (Hot Rolled) 1 DH (Cold Form) Zee/Cee Girt I Jamb - JL -(Hot Rolled) DJ -(Cold Form) ** Zee/Cee Girt I— r :fl CL751 Clip Typ. at Girt Sill H_ (Hot Rolled) DH -(Cold Form) Finish Floor I or Framing Member Opening Width Four Sided Framed Openina -See AC01323 .� L rn Zee/Cee Girti C7 C: 'c � See AC01323 0 L Jamb 'ami JR_ (Hot Rolled) _ DJ_ (Cold Form) See AC01323 thru AC01332 Opening Width SC425 Clip Sill 1 (Cold Form Shown, Hot Rolled Similar) Girt Height (2) J"0 Fin J Head Bolts Jamb/Sub Jamb Girt to Jamb (Cold Form Shown, Hot Rolled Similar) Sill Height (2) J"o x 1" Fin J Head Bolts Header to Jamb wh) below cieur upcnniy. (2) J"o x 1" Fin Head Bolts when Girt is within Opening (2) J"o x 1" Fin Head Bolts Sill DH_ f (2) J'0 Bolts 2) J"O Bolts Jamb DJ_ �- (2) Fastener #16 Girt to Jamb" -14 x 1" Jamb DJ- Girt - Clip CL150 Base Anchor Rods Base Clip CL152 at 8i" Jamb (Shown) Sill to Jamb Jamb DJ_ CL153 at 10J" Jamb CL154 at 121" Jamb (2) Fastener #16 1"-14 x 11" Jamb to Finish Floor Bolted Clips - Framed Opening Connections Cold Form and Hot Rolled - Jamb/Sub Jamb to Zee Girt AC01324 Rev. lul'11 00 * Hole Location from face of Cee �k1I" Cold Form DJ_ use 1i" Hot Rolled JL & JR_ use 11" + Web Thickness Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) CL751 Clip (2) J"O Bolts T 11-� � Zee Girt Girt Height I (2) J"o Bolts Field Drill 1%"0 Holes in Girt at (2) "0 Bolts Field Located Framed Openings Jamb/Sub Jamb CL751 ClipJ (Cold Form Shown, Hot Rolled Similar) ,iamb/Sub Jamb to Zee Girt (2) !rO Fin Head Bolts CL753 at 8" CL755 L/R at 10" (2) J"O BoltsCL757 L/R at 12" . i Cold Form Jambs Sill to Jamb At Cold Form Jamb Jamb/Sub Jamb (2) 4"0 Fin Bolts at (Cold Form Shown, Three Sided Framed Opening. Hot Rolled Similar) Girt (2) J"O Bolts at 'I Height Four Sided Framed Opening II f A"O Anchor Rods �y • ' i' ZZ " Base Plate on JL & JR Hot Rolled Jambs Jamb to Finish Floor (2) J"O Bolts Drill A"0 Holes in Girt at Jamb DJ_ 0I (6) Fastener #16 0 .Cf) s J"o Bolts -' }"-14 x 11" �I Field Located Framed Openings i Cee Girt Hot Rolled 0 0 Clip CL150 on Zee Girt (Toed Up or Down LJ CL751 Clip N -L L — Doubled) � o CL a Cee Girt Girtor 0 0 g Clip CL150 Heigh g Girt y o cc� O �wN� (Toed Up or Down Height QU-) J g O O J Ewa%°'= O W Q a, 0 Z)�U� or Doubled) B „ o Bolts C 6) Fastener #1B (2) J"o Bolts ail O 1"-14 x 11" Jamb Jamb DJ_ Field Drill o Holes in N am Sub Jamb to Cee Girt_ •Jamb/Sub Jamb to Cee Girt 01 C J (6) Fastener #16 I J"-14 x 11" N Cee Girt/Header off Header 0 1"o x 1" Height Fin Head Bolts 0 0Clip CL150 Jamb DJ_ Jamb/Sub Jamb to Cee Girt/Header Jamb DJ_ 0 0 Clip CL150 0 j"o x 1" Fin Head Bolts Sill Height Cee Girt/Sill C JI (6) Fastener #16 1"-14 x 11* �I Jamb /Sub Jamb to Cee Girt/Sill Jamb- JL- (Hot Rolled) DJ_ (Cold Form) Finish Floor Opening Width ** Girt within opening is 0 Jamb JR_ (Hot Rolled) DJ_ (Cold Form) See AC01323 provided when Framed Opening SC425 Clip is to be paneled over. Typ, at Header/SillVJ See AC00915 thru AC00923 and AC01324 thru AC01332 Header H_ (Hot Rolled) 1 DH (Cold Form) Zee/Cee Girt I Jamb - JL -(Hot Rolled) DJ -(Cold Form) ** Zee/Cee Girt I— r :fl CL751 Clip Typ. at Girt Sill H_ (Hot Rolled) DH -(Cold Form) Finish Floor I or Framing Member Opening Width Four Sided Framed Openina -See AC01323 .� L rn Zee/Cee Girti C7 C: 'c � See AC01323 0 L Jamb 'ami JR_ (Hot Rolled) _ DJ_ (Cold Form) See AC01323 thru AC01332 Opening Width SC425 Clip Sill 1 (Cold Form Shown, Hot Rolled Similar) Girt Height (2) J"0 Fin J Head Bolts Jamb/Sub Jamb Girt to Jamb (Cold Form Shown, Hot Rolled Similar) Sill Height (2) J"o x 1" Fin J Head Bolts Header to Jamb wh) below cieur upcnniy. (2) J"o x 1" Fin Head Bolts when Girt is within Opening (2) J"o x 1" Fin Head Bolts Sill DH_ f (2) J'0 Bolts 2) J"O Bolts Jamb DJ_ �- (2) Fastener #16 Girt to Jamb" -14 x 1" Jamb DJ- Girt - Clip CL150 Base Anchor Rods Base Clip CL152 at 8i" Jamb (Shown) Sill to Jamb Jamb DJ_ CL153 at 10J" Jamb CL154 at 121" Jamb (2) Fastener #16 1"-14 x 11" Jamb to Finish Floor Bolted Clips - Framed Opening Connections Cold Form and Hot Rolled - Jamb/Sub Jamb to Zee Girt AC01324 Rev. lul'11 00 * Hole Location from face of Cee �k1I" Cold Form DJ_ use 1i" Hot Rolled JL & JR_ use 11" + Web Thickness Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) CL751 Clip (2) J"O Bolts T 11-� � Zee Girt Girt Height I (2) J"o Bolts Field Drill 1%"0 Holes in Girt at (2) "0 Bolts Field Located Framed Openings Jamb/Sub Jamb CL751 ClipJ (Cold Form Shown, Hot Rolled Similar) ,iamb/Sub Jamb to Zee Girt (2) !rO Fin Head Bolts CL753 at 8" CL755 L/R at 10" (2) J"O BoltsCL757 L/R at 12" . i Cold Form Jambs Sill to Jamb At Cold Form Jamb Jamb/Sub Jamb (2) 4"0 Fin Bolts at (Cold Form Shown, Three Sided Framed Opening. Hot Rolled Similar) Girt (2) J"O Bolts at 'I Height Four Sided Framed Opening II f A"O Anchor Rods �y • ' i' ZZ " Base Plate on JL & JR Hot Rolled Jambs Jamb to Finish Floor c .Q U to Q) O a� 0 O c ,O (2) J"O Bolts Drill A"0 Holes in Girt at II Y------ Jamb/Sub (Cold Form Jamb Shown, Field .Cf) s O �I Field Located Framed Openings a� Hot Rolled Similar) zI Zee Girt LJ CL751 Clip N ,co � o CL a O Q CV O on CL751 Clip Girt y o cc� O �wN� Zee Girt V QU-) J g O O J Ewa%°'= O W Q Height 0 Z)�U� V 0ZY o J (2) J"o Bolts O O Jamb/Sub Jamb I Field Drill o Holes in Girt at ------� C (Cold Form Shown, a w Field Located Framed Openings Q o to 0 co > rnQ I Hot Rolled Similar) on Q 000.0LO Jamb/Sub Jamb 14- to Zee Girt q) L) am Sub Jamb to Zee Girt Z wcn<Z ,C 3 c .Q U to Q) O a� 0 O c ,O .Cf) s a� tr'j FN ,co � o CL a O Q CV O on o K.. y o cc� O �wN� C U V W V QU-) J g O O J Ewa%°'= O W Q LJ LlZ 0 Z)�U� V 0ZY o U 3 1Z r, L CSO 40 Q C N 00 1 Q`Z L�� M CV w ❑ Q o to 0 co > rnQ U Z<y- rnm ~Q= i,; O Q 000.0LO q) L) O� I I � Z wcn<Z ,C 3 NOJI•— .r)Q�F-- d >co0¢ O Scale: NOT TO SCALE Drawn by. GDK 12/28/16 Checked by. DCJ 12/28/16 Project Engineer: Job Number: 15—B-61142-1 Sheet Number: R8 of 17 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. REQUESTED, ENGINEERING CERTIFICATION OF ATERIALS SUPPLIED BY THE MANUFACTURER WILL E PROVIDED BY SEAL AND SIGNATURE OF A CENSED ENGINEER ON FINAL ERECTION DRAWINGS. a Is Bolted Clips - Framed Opening Connections Cold Form and Hot Rolled Cee - Framing Between Jambs ib/Sub Jamb d Form Shown, Rolled Similar) RA1 Sheeting Angle Field Cut and Attach with (2) Fastener #12A 12-14 x 1" P.H. DP3 at Cold Form Jamb and (2) Fastener #16 12-24 x 11* P.H. DP5 at Hot Rolled Jamb ^t _71=11 Clip with "0 Fin Head Bolts Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) RA1 Sheeting Angle Field Cut and Attach with (4) Fastener #113 J-14 x 1j" AC01333 Mar'14 Re 02 CL751 Clip with (2) J"o Fin Head Bolts Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) Girt Attached with J"o Bolt Fasteners G000007 BattenLok HS 1 Superl-ok and DoubleLok / UltraDek Date Rev. IDec"14105 Structural Fastener (Fixed) Roof Member Screw Roof Stitch Screw Long Life Long Life Fastener #1 Fastener #1E14 x 1 1/4" Fastener #4 14 x 7/8" 5/16" Hex Washer Head w/ Washer 5/16" Hex Washer Head w/ Washer 1/4"-14 x 1" 5/16" Hex Washer Head w/ Washer Optional Stainless Steel Optional Stainless Steel Fastener #LESS - 1/4"-14 x 1 1/4- Fastener #4SS - 1/4"-14 x 7/8" 5/16" Hex Washer Head w/ Washer 5/16" Hex Washer Head w/ Washer Structural Fastener (Floating) RattenLok /SugerLok Batt n ok/SuperLok Panel Clio Screw Panel Clip Screw Fastener #5 Insulation < = 4" Material < 1/4" Insulation > 4" Material < 1/4" Fastener #113 Fastener #1F 1/4"-14 x 1 1/4" 1/4"-14 x 1 1/4" 1/4-14 x 1 1/2' Driller Shoulder DP2 5/16" Hex Washer Head 5/16" Hex Washer Head w/ Washer 5/16" Hex Washer Head BattenLok/SuperLok BattenLok/ Su ep rlok Do ubl ok/ ItraD k Panel Clip Screw Panel Clio Screw Panel Clip Screw Insulation<=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" OP5 12-24 x 1 1/2" DP5 5/16" Hex Washer Head w/ Washer 5/16" Hex Washer Head 5/16" Hex Washer Head Doub!e okA)ItraDek DoubtLok-/ ItraDek DoubleLok/UltraDek Panel C1112 Screw Panel Clip Screw Panel Clip Screw Insulation > 4" Material < 1/4" Insulation < - 4" Material > = 1/4" Insulation > 4" Material > - 1/4" Fastener #1F Fastener #67 Fastener #69 1/4"-14 x 1 1/2" Driller 12-24 x 1 1/4" DP5 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 DoubleLok/S ItraD k Panel Clip Screw Insulation S 4" Material < 1/4" Fastener #1D 1/4"-14 x 1 1/4" 5/16" Hex Washer Head w/ Washer 0 1 --------- — HT. N rage Fasteners GOO0004 G000005 DATE REV. Tape Sealant and Tube Sealant Mar 26 02 Date Jul '14 lRev 01 FASTENER #271 FASTENER #24 FASTENER #228 TRI—BEAD TAPE SEALER FLAT TAPE SEALER TAPE SEALER — SWAGED HW504 HW507 HW515 r%r%n "Xj"X25'-0""XJ"X50'-0""XX6" TRIPLE BEAD TAPE SEALER FLAT TAPE SEALER 8-18 x 1/2" 8 x 5/8" 10 x 1/2" HW502 HW506 6 Trim Screw Nibbed Driller Grommet Washer mm�� BattenLok HS A" X 21" X 20'-0"" X 1" X 45'-0" FASTENER #14 FASTENER #14A FASTENER #226 URETHANE TUBE SEALANT TAPE SEALER NON—SKINNING BUTYL MINOR RIB TUBE (VAPOR SEALANT) HW512 ik 1 /8" x 3/16" 1/8" x 3/8" 3/16" x 9/16" Pop Rivet Pop Rivet Closed End Rivet IMP7100 (WHITE) Stainless Steel Stainless Steel HW540 (White)" X 1j" X 4" HW541 (Gray) DoubleLok HW542 (Bronze) FASTENER #43 FASTENER #43L FASTENER #HW399 L.T.P. Member Screw L.T.P. Member Screw (Long Life) #6 x 1" Rubber Grommet 1/4"-14 x 1 1/4" 1/4"-14 x 1 1/4" 1/4" Hex Head w/ Washer 5/16" Hex Washer Head 5/16" Hex Washer Head w/ 1 1/8" O.D. Washer w/ 1 1/8" O.D. Washer FASTENER #44 FASTENER #44L FASTENER #35 wa= += 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 1/8" O.D. Washer 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 PBR, PBU, AVP, PBA, VistaShadow G000006 Panel Fasteners Data R°05 Various Fasteners Roof Fasteners Optional Roof or Wall Fasteners Fastener #17 Fastener #38 Wall Fasteners Long Life (Optional at Wall) Stainless Steel Cap 12-14 x 1" 1/4"-14 x 7/8" Lap TEK Member Screw Member Screw Member Screw 5/16" Hex Washer Head 5/16" Hex Washer Head w/ Washer Fastener #17A Fastener #3 Fastener #3SSBX 12-14 x 140 12-14 x 14" 12-14 x 14" " Hex Washer Head j" Hex Washer Head" Hex Washer Head w/washer w/washer w/washer Fastener #268SSBX Fastener #12A y 12-14 x 1 7/8" Standoff 12-14 x 1" DP3 Stainless Steel Cap Pancake Head 5/16" Hex Washer Head Member Screw iMember Screw Member Screw w/ Washer P Optional Fastener n#17B Fastener ner #3A Fastener #3ASSBX 12-14x1" 12-14x1" 12-14x1Wil kill 1A%UV=:P » Hex Washer Head" Hex Washer Head" Hex Washer Head w/washer w/washer w/washer Fastener #55 Fastener #70 LA. fIwo! lnmm�� 12-24 x 1 1/4" DP5 12-24 x 1 1/2" DP5 5/16" Hex Washer Head 5/16" Hex Washer Head Member Screw Member Screw Member Screw Plonal Optional Fastener #28 Fastteia ner#58 Fastener #272SSBX 12-14 x 2" 12 x 2" 12-24 x 2" DP5 Fastener #76 Fastener #61 " Hex Washer Head " Hex Washer Head jj" Hex Washer Head 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 tn=M�� Stitch Screw Stitch Screw Stitch Screw Fastener #4A Fastener #4 Fastener #4SSBX Fastener #16 J-14 x J" 1-14 x J" 1-14 x J" 12-24 x 11" " Hex Washer Head" Hex Washer Head" Hex Washer Head Pancake SD DP5 w/washer w/washer w/washer W/O Washer DoubleLok / UltraDek 1311-00001 Perimeter Trim Reference - Standard Trim Dat [Rev- Perimeter eI I " GUTTER GUTTER LAP GUTTER CAP EXPANSION COVER GUTTER CLIP F2001 2" LAP F2002 F2003/F2004 F246 Fastener #4 44" Tube Sealant 24" Tube Sealant (11) Fastener #14 (2) Fastener #4 1-14 xLL SD W/Washer 1-14 x J" LL SD (10) Fastener #14 (9) Fastener #14 Trim Color oof Color W/Washer Trim Color Trim Color (1) Fastener µ } -14 x �rtm ��W/washer 1'-0 O.C. Roof Color 9" Tape HW504 Qc a 3:RAKE RAKE LAP Rake Cap (On Mod) Rake Cap (Off Mod GABLE CLOSURE ��N F2201 2" LAP F2332/F2202 F2202/F2337 F2203 Fastener #1E 16" Tube Sealant 31" Tube Sealant 24" Tube Sealant (3) Fastener #4A t=v 1-14 x 1r (5) Fastener #14 8 Fastener 14 }-14 x (2) Fastener #4 (8) Fastener #14 () # SD W/Washer LL SD W/Washer Trim Color Trim Color 2'-0 O.C. 1-14 x 1" (2) Fastener #1 Trim Color Trim Color LL SD W/Washer 30" Tae HW504 Trim Color p It NHigh a Rokea wgima Side Rake Ta 5 HIGHSIDE HIGHSIDE LAP OUTSIDE CORNER INSIDE CORNER -144 F2601 2" LAP Right as Shown Field Work C Fastener #4 23" Tube Sealant 23" Tube Sealant 23" Tube Sealant 14 x r LL SD W/Wosher (7) Fastener #14 (7) Fastener #14 (7) Fastener #14 iia kSee GDLO1010 for spacing) (3) Fastener #4 (3) Fastener #4 (3) Fastener #4 r Fastener /4A 1-14 x }-14 x 1" }-14 x r 1-14 x b' � SD W/Washer t -0 O.C. LL SD W/Washer LL SD W/Washer LL SD W/Washer Trim Color Trim Color Trim Color Trim Color Bird Stop F82 x 1'-6- MR�ke GJ to 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) Fastener #14 (10) Fastener #14 (11) Fastener #14 (11) Fastener #14 (2) Fastener #4 (2) Fastener #4 Trim Color Trim Color }-14x1" 1-14x1" LL SD W/Washer LL SD W/Washer TA_ rni_ Trim Color G000009 Dec'14R08 Fastener #268 12-14 x 1 7/8" Standoff Long Life 5/16" Hex Washer Head w/ Washer Fastener #142 /2"5/1/4--14 x 1 1/2- 5/16" 16" Hex Washer Head *==C_fD Fastener #1B 1/4--14 x 1 1/4- 5/16* /4"5/16" Hex Washer Head *=VfD Fastener #46 1/4-14 x 5/8" Type B Long Life 5/16" Hex Washer Head w/ Washer 0 orn DoubleLok / UltraDek - Perimeter Trim Reference DL00008 Trim Fastener and Sealants DJun 114113 SCULPTURED EAVE SAVE TRIM LAP SAVE TRIM CAP HOLD DOWN CLIP CLOSURE (24" F2132 2" LAP F2133 VARIES HW430 Fastener #4 6 Fastener 14 Panel Clip Screw (9) Fastener #1E 1-14 x ii LL SD W/Wosher (� # (6) Fastener #14 (2) per Clip 1-14 x 11" LL 4" O.C. 12 Tube Sealant 12 Tube Sealant SD W/Washer Per Roof color Fastener #4A Panel }-14 x j" SD W/Washer 4'-8 Tape Sealant 1 —0 O.C. 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 #a 30'(12 Tuba Sealant (8) Fastener #1E 1-14 x a"LL SD W/Washer (12) Fastener #4 (2) Fastener #1 Trim Color see ODLO1010 for spacing) x " per Panel Trim Color (16) Per Lop LL S 14 D W/W�sher 4'-2 Tape Sealant Trim Color 68" Tube Sealant Trim Color FLOATING SIMPLE EAVE Flat Eave Trim Parapet High Side Transverse Joint CLOSURE (12") F2952 F2955 = Low/High F326 F270 HW442 F149= Hi -Thermal 9" Tube Sealant 13" Tube Sealant 32" Tube sealant 12Tub. secant i2)) Fastener /4 (7) Fastener #1E (2) Fastener #4 Fastener #4A (2) #14 per 2" Lap }-14x u so W/Washer Per Panel 1-14 x LL SD W/Washer (1) FoetenerE 1-14 x J" SD W/Washer #14 36" o.c w/out 14 per 2" lop 1-14 x 11" ILL 'sD W/Washer 3'-8 Tape Sealant 1 -0 O.C. Closure #14A 12" Fastener #4 �� Lop 2 Fastener 14 }-14 x a" LL SO W/Wesher () # o.c. w/Closure V o.0 }-14 x 1; � LL SD W/Washer per 2" Lap Trim Color Roof Color Color Trim Color Roof cater Y/ TERMINATION TRIM Parapet Rake Trim Rake Cleat Trim EXPANSION FLASH BACK-UP PLATE F117 F324 F292 F215 12" Tube sealant 24" Tube sealant 4" Tube Sealant Fastener #4A 24" WIDE HW7760 (3) Fastener #4 (2) Fastener #14A (1) Fastener #iE 1-14 x J" SD W/Washer 18" WIDE HW7769 }-14(;)j- e50 W/1wEosher (2) Fastener #4 1-14 x 11" LL SD W/Washer 1 —D O.C. # }-14 x i" LL SD W/Washer per p Color Trim Color 12" WIDE HW7761 4-14 x 11" LL SD W/Wosher per 2" Lap per 2" Lop Roof Color a1 O 4 C ,O a) N '= CIL ZZ N \�-,- c� VAZO o o C O U C M C C4 U V1 g 0 0 � LLI W v > Q)J¢�J O O 0)O E 0wQ= ❑ D *- 0Z Y n� UWO ct (n o 0 U j alp 1p DOoo C N Z QQ Ei OI L ❑ O on� LLI O <rrnm Q = Q DZU(n U) o 00 0.0 IIIco Z .� O N0 -j O (5 >c(o0¢ O Scale: NOT TO SCALE Drawn by. GDK 12/28/16 Checked by. DCJ 12/28/16 Project Engineer: Job Number. 15—B-61142-1 Sheet Number., R9 of 17 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. IF REQUESTED, ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY THE MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF A LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. _ AVP 1 PBA Wall Panel - Three Sided Framed Opening Trim Installation with Field Notch Panel at Head Trim 'a9° PA07022 AVP / PBA Wall Panel - Three Sided Framed Opening )ate Re". Field Notch Panel at Head Trim Se '14104.. Trim Installation can be done by Field Notch Panel as shown on PA07022 & PA07C QB 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 o 0 ° Head Trim F481 See 11 PA07030 Fastener #14A J" x J" Pop Rivet at 20" O.C. at Cold Form OR Fastener #16 12-24 x 11" Pancake SD DP5 W/O Washer at V-8 O.C. at Hot Rolled ° Bead of HW54_ Tube Caulking from Header to Floor (see section) Jamb Trim F482 Jamb Trim F482 or Alternate F484 or Alternate F484 See PA07029 Finish Floor Line 3" See PA07023 & PA07027 0 Note: For "Optional" o Channel Closure Trim see PA07028 2" Lap with (2) Fasteners #14 x A" Pop Rivet Typ at Head & Jamb Trim when required. Field notch ° as required. o ° 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. °g° - PA07024 PA07023 AVP 1 PBA Wall Panel - Three Sided Framed Opening )CteRe".04 Trim Installation with Field Notch and Bend Tabs at Head Trim IDat Sen'14e 114 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 1 1 Front View2" Lop with (2) Fasteners n View #14 J" x J" Pop Rivet and HW54_ Caulking Opening Width 3" Opening Width 3" Field notch Panel at Head Trim Fastener #14A �" x �" Pop J \--Field cut Panel Rivet at 20" O.C. at Cold Form OR Fastener #16 12-24 x 11" Pancake SD DP5 W/O Washer at V-8 O.C. at Hot Rolled Note: Panel position is shown with Panel Rib 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 I PBA Wall Panel - Three Sided Framed Opening PA07027 Rev. Jamb Trim Field Cut Details �Se 114102 2 4A" 41" ; VE 1 11�" 1�» F� ,Lamb Trim F482 Alternate Jamb Trim F484 ToaToo Vew Top View- 4A„ .-. Q 4" 31"„ c a� Field Cut and Remove L 3 a v J IN v �o Cut and remove .� remainder of front fold o 6 C = 0 3 (2) Fasteners #14 v c axJ"Pop Rivet a) v Side View at Head Trim J at lap C _ N a. .+. 21 0 — — = 2" Lap when required. + �' Field cut and notch 1 " -W c as required. .°' o 0 x V o ; Side View at Sill Trim Note: Field measure Opening Height before making field cuts and adjust cut dimensions accordingly. Jamb Trim F482 and Alternate Jamb I rim r'+a'h Front View Right Jamb Trim as shown Left Jamb Trim opposite hand Finish Floor Line AVP I PBA Wall Panel - Three Sided Framed Opening Optional Channel Closure Trim Ooenina Width + 7" (+2" Lap when req'd) PA07028 77 gp'14 R03 2" Lap typ at Head & Jamb when required. Field cut to length if req'd and notch. 1" Field bend tab down 90 degrees 2" Field cut and remove Channel Closure Trim Piece Mark F981 — 8 member Channel Closure Trim F2994 — 8J" member F2991 — 84" member F2992 — 8j" member F982 — 10" member F2993 — 10i" member 31" Field cut and remove F169 — 12" member F2995 — 12j" member Channel Closure Trim at Jambs 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. End Cut Detail - Opening Width 31" 31. Field Panelas shown on a; Trim Installation =,no r� F Field Notchcan shown on at Head Trim andbSendnTabs 0 0 _ ° ° Channel Closure Trim See a� oc PA07030 Fastener #14A J" x J" Pop Rivet CVJ at 20" O.C. at Cold Form ° a o �- OR o O cn cp vi +, `v° c a Fastener #16 p j -, Cj 'Q S` c� 2112-24 U N (2 W E C O D O V x 11" Pancake SD DP5 _ J i o�wQ= W/0 Washer at V-8 O.C. Z Y O at Hot Rolled •� UNZW v, C � a=tDUO: o ,moo C i Channel Closure Trim 0 Q a,200 ° Channel Closure Trim ° OM����,IIVN Q o Seev v �Q ccu z ��- m PA07029 U O Finish Floor Line I W Z .0 0 3 ° V > t0 O Q PA07028 77 gp'14 R03 2" Lap typ at Head & Jamb when required. Field cut to length if req'd and notch. 1" Field bend tab down 90 degrees 2" Field cut and remove Channel Closure Trim Piece Mark F981 — 8 member Channel Closure Trim F2994 — 8J" member F2991 — 84" member F2992 — 8j" member F982 — 10" member F2993 — 10i" member 31" Field cut and remove F169 — 12" member F2995 — 12j" member Channel Closure Trim at Jambs 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. End Cut Detail Opening Width + 6" (+2" Lap when req'd) Field Cut and Remove Opening Width + 3" 1d Oaeninq Width M ° Head Trim F481 See PA07030 Fastener #14A J" x J" Pop Rivet at 20 O.C. at Cold Form 011 OR r Fastener #16 3 12-24 x 11" Pancake SD DP5 a W/O Washer at V-8 O.C. r at Hot Rolled rn + i Bead of HW54_ Tube Caulking in from Header to Floor (see section) inc o 'c a� + o Jamb Trim F482 Jamb Trim F482 r or Alternate F484 or Alternate F484 .210 2 at S v p ° See PA07029 Finish Floor Line AVP I PBA Wall Panel - Three Sided Framed Opening Field Notch and Bend Tabs at Head Trim PA07025 )at s Rev. Sen'14 04 Trim Installation Field Panelas shown on a; Trim Installation QE with F Field Notchcan shown on at Head Trim andbSendnTabs PA07024 &2PA07025. Opening Width + 6" (+2" Lap when req'd) Field Cut and Remove Opening Width + 3" 1d Oaeninq Width M ° Head Trim F481 See PA07030 Fastener #14A J" x J" Pop Rivet at 20 O.C. at Cold Form 011 OR r Fastener #16 3 12-24 x 11" Pancake SD DP5 a W/O Washer at V-8 O.C. r at Hot Rolled rn + i Bead of HW54_ Tube Caulking in from Header to Floor (see section) inc o 'c a� + o Jamb Trim F482 Jamb Trim F482 r or Alternate F484 or Alternate F484 .210 2 at S v p ° See PA07029 Finish Floor Line AVP I PBA Wall Panel - Three Sided Framed Opening Field Notch and Bend Tabs at Head Trim PA07025 )at s Rev. Sen'14 04 Trim Installation can be done by Field Notch Panel as shown on PA07022 & PA07C Q$ with Field Notch and Bend Tabs at Head Trim as shown on PA07024 & PA07025. Opening Width + 6" (+2" Lap when req'd) " *Field Cut See PA07025 Remainder and & PA07027 Remove 0 *Opening Width + 3" q- *Opening Width 1 �" Head Trim F481 14I I *Note: Field measure Opening Width and cut Head Trim to required length. See PA07027 for Jamb I II Trim field cut detail v+ cte F484Jamb Trim F482 or c I II Opening P 9 Width ' et at 20 O.C. x Pop Rivet 4A 1 Fastener ner o # r� P II II I at Co d Form OR Fastener 16 All trim is to be Note: Field measure Opening Width Faste # Note:- Washer 1 Pancake S D DP5 W 0 cuts 12 —24 x / installed BEFORE blanket and Height before making field Field cut Panel insulation is applied to walls. and adjust cut dimensions accordingly. at V-8 O.C. at Hot Rolled AVP 1 PBA Wall Panel -Three Sided Framed Opening P°9oPA07029 AVP / PBA Wall Panel - Three Sided Framed Opening PA07030 Jamb Trim Installation �May'14 R°03 Head Trim Installation -to ar'14 R°02 Fastener #14A �" x Pop Rivet at 20 O.C. at Cold Form OR Fastener #16 12-24 x 1j" Pancake SD DP5 W/0 Washer at V-8 O.C. at Hot Rolled Double Sided Tape (Not by Bld'g Mfg) Blanket Insulation / \ / /i AVP/PBA Wall Panel --J Ngie: Terminate Blanket Insulation at capillary lip of Jamb Trim Field flatten Trim leg when required Jamb Trim F482 (shown) or Alternate Jamb Trim F484 AVP/PBA Wall Panel -� Fastener #17A Jamb 12-14 x 11" SD W/Washer at V-0 O.C. (Cold Form shown at Cold Form Hot Rolled similar) OR Fastener #67 12-24 x 1 i" SD DP5 W/Washer "Optional" Channel Closure Trim at V-0 O.C. See PA07028 for details. at Hot Rolled " Bead of HW54— Tube Caulking (Header to Floor) c .a Field Cut Wall Panel = C a C Opening Width Alternate Jamb Zjm F484 Profile Note: Panel position is shown with Panel Rib starting 6" from Steel Line and Opening on Note: All trim is to be 1'-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. Fastener #14A �" x �" Pop Rivet at 20" O.C. at Cold Form OR Fastener #16 12-24 x 1j" Pancake SD DP5 W/O Washer at 1'-8 O.C. at Hot Rolled "Optional" Channel 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 6 m�, 4- 0 0 O C 0 a� oc CVJ o a o �- o O cn cp vi `v° c a 0 U p j -, Cj 'Q S` c� J W u7 c0 Q� U N (2 W E C O D O V w N (� U Q J O O J o�wQ= Z Y O •� UNZW � a=tDUO: o ,moo i Q a,200 .� OM����,IIVN Q o <cn> v �Q ccu z ��- m U O I W Z .0 c0 Q Z tq CA (0 3 V > t0 O Q O Scale: NOT TO SCALE Drawn by. GDK 12/28/16 Checked by. DCJ 12/28/16 Project Engineer: Job Number. 15—B-61142-1 Sheet Number: R11 of 17 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. IF REQUESTED, ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY THE MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF A LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. Pago AVP I PBA Wall Panel - Walk Door & Glass -Front Walk Door PA09022 Trim Installation with Field Notch Panel at Head Trim Ma '14 R 02 JZ Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA090: QS with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. 00 O p p Y v c 3 0 O li C o q 0 o o o v o I 3 Z3 y v Door Width + 6j" (+ V-6 for each SideLite) 1 " Door Width + 3j" (+ V-6 for each SideLite) 1 " See PA09023 & PA09027 0 0 Head Trim F481 I See PA09030 or P A09032 I 0 Fat # V w I Fastener 1 3 4A x i - Pop Rivet at 20" O.C. I o I ° I Bead of HW54— Tube Caulking I Ifrom Header to Floor (see section) I Jamb Trim F482 Jamb Trim F482 ° ° or Optional F484 or Optional F484 I v See 0 PA09029 0 I or PA09 031 I I I Finish Floor Line I r 4" Door Width (+ 1'-6 for each SideLite) 1 » Door Width + 31" (+ 1'-6 for each SideLite) Note: All L_ 0 can be done by Field Notch Panel Note: 0 0 installed BEFORE blanket Y o 0 3 .� t to a iu I Y o o li = 0 = Jamb Trim F482 Jamb Trim F482 0 0 rrr 0 p ° I� o 0 N 0 Door Width + 6j" (+ V-6 for each SideLite) 1 " Door Width + 3j" (+ V-6 for each SideLite) 1 " See PA09023 & PA09027 0 0 Head Trim F481 I See PA09030 or P A09032 I 0 Fat # V w I Fastener 1 3 4A x i - Pop Rivet at 20" O.C. I o I ° I Bead of HW54— Tube Caulking I Ifrom Header to Floor (see section) I Jamb Trim F482 Jamb Trim F482 ° ° or Optional F484 or Optional F484 I v See 0 PA09029 0 I or PA09 031 I I I Finish Floor Line I r 4" Door Width (+ 1'-6 for each SideLite) 1 » Door Width + 31" (+ 1'-6 for each SideLite) Note: All trim is to be can be done by Field Notch Panel Note: Field measure Door Width and installed BEFORE blanket and Bend Tabs at Head Trim as Height before making field cuts and insulation is applied to walls. for each SideLite) adjust cut dimensions accordingly. AVP I PBA Wall Panel - Walk Door & Glass -Front Walk Door Jamb Trim Field Cut Details 4j" 41» _ xE L 4ptional Jamb Trim F484 Jamb Trim F482 Top View Top View 0 0 4A» o p AVP / PBA Wall Panel - Walk Door & Glass- Front Walk Door Field Notch Panel at Head Trim PA09023 atev. Mar'13Re01 Note: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 Q$ with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. Door Width + 31" (+ V-6 for each SideLite) 1 Door Width (+ 1'-6 for each SideLite) 1" Head Trim F481 1 See PA09027 1 I for Jamb Trim t field cut detail I 1 Jamb Trim F482 I or I Optional I F484 1 t I I Fastener #14A 4A x Pop Rivet at 20" O.C. 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. agePA09027 11 AVP/PBA Panel - Preassembled Walk Door & Glass -Front Walk Door PA09029 ,ateMar'13 R 01 Jamb Trim Installation �Ma '14 R 02 41 J„ 3J„ �» o � 00 Field Cut and Remove o I � y Y NY N _ o v II 3 0 3 0 3" Walk Door 11)iv N I 2" Glass—Front Door �o .moo Cut and remove remainder of front fold O Side view at Head Trim o � Y 0 Y C 0 1 „ 3 u_ N o v I � r` 1 r _ .,r Side View at Sill Trim Jamb Trim F482 and Note: Field measure Door Height before Optional Jamb Trim F484 making field cuts and adjust cut dimensions Front View accordingly so that Jamb Trim fits to Head Right Jamb Trim as shown Trim & at 1j" below Finish Floor Line. Left Jamb Trim opposite hand Factory attached Sub—Jamb " Bead of HW54— Tube Caulking (Header to Floor) Fastener #14A J" x J" Pop Rivet at 20" O.C. Double Sided Tape Walk Door Jamb (Not by Bld'g Mfg) (Profile may vary) Blanket Insulation --\ A r- - _N1 AVP/PBA Wall Panel Field Cut Wall Panel Note: Terminate Blanket Insulation Door Width at capillary lip of Jamb Trim 1 (+ 1'-6 for each SideLite) Field flatten Trim leg when required Door Width + 31" (+ 1'-6 for each SideLite) Jamb Trim F482 (shown) or Optional Jamb Trim F484 Finish Floor Line Ootionol Jamb Trim F484 Profile 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 1 PBA Wall Panel - Walk Door & Glass -Front Walk Door Trim Installation with Field Notch and Bend Tabs at Head Trim PA09024 IV'14R03 ig.: Trim Door Width + 31"„ 1 (+ 1'-6 for each SideLite) on PA09022 & PA090: QR with Door Width and Bend Tabs at Head Trim as (+ 1'-6 for each SideLite) 1" PA09024 & PA09025. 31" t for each SideLite) .� c = Jamb Trim F482 Jamb Trim F482 0 0 = 0 (+ 1'-6 for each SideLite) Width + 3 ° 0 0 V_ 0 I -�► 0 N 0 o IV, v I i` I o v O N (+ 1'-6 for each SideLite) 1" — o v— 3 c� O Door Width -ir V I Cnn c 'cl (+ 1'-6 for each SideLite) 1„ � �wN0 q)l C� W I O o I c0See Field and Bend 1„ Tab 0 I) I ❑ ❑ o L Y 3 I I Uz Y U W O or PA09 031 •� U N 2 W 0 Y ,�o 0 I I I r` o rrir N 0 I v — 3 Q I v I a — r` t� I 0 0 0n� �Q Finish Floor Line v Q� Z I t` Field cut Panel 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. agePA09027 11 AVP/PBA Panel - Preassembled Walk Door & Glass -Front Walk Door PA09029 ,ateMar'13 R 01 Jamb Trim Installation �Ma '14 R 02 41 J„ 3J„ �» o � 00 Field Cut and Remove o I � y Y NY N _ o v II 3 0 3 0 3" Walk Door 11)iv N I 2" Glass—Front Door �o .moo Cut and remove remainder of front fold O Side view at Head Trim o � Y 0 Y C 0 1 „ 3 u_ N o v I � r` 1 r _ .,r Side View at Sill Trim Jamb Trim F482 and Note: Field measure Door Height before Optional Jamb Trim F484 making field cuts and adjust cut dimensions Front View accordingly so that Jamb Trim fits to Head Right Jamb Trim as shown Trim & at 1j" below Finish Floor Line. Left Jamb Trim opposite hand Factory attached Sub—Jamb " Bead of HW54— Tube Caulking (Header to Floor) Fastener #14A J" x J" Pop Rivet at 20" O.C. Double Sided Tape Walk Door Jamb (Not by Bld'g Mfg) (Profile may vary) Blanket Insulation --\ A r- - _N1 AVP/PBA Wall Panel Field Cut Wall Panel Note: Terminate Blanket Insulation Door Width at capillary lip of Jamb Trim 1 (+ 1'-6 for each SideLite) Field flatten Trim leg when required Door Width + 31" (+ 1'-6 for each SideLite) Jamb Trim F482 (shown) or Optional Jamb Trim F484 Finish Floor Line Ootionol Jamb Trim F484 Profile 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 1 PBA Wall Panel - Walk Door & Glass -Front Walk Door Trim Installation with Field Notch and Bend Tabs at Head Trim PA09024 IV'14R03 ig.: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA090: QR with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. L_ 0 o °o 0 p Y C 0 0 p LL o o ►- Y ai o p v p 3 C9 Y ai v n N 3 C7 Door Width + 61" (+ V-6 for each SideLite) 1 Door Width + 31" (+ 1'-6 for each SideLite) 1 �" See PA09025 & PA09027 AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door . PA09025 Field Notch and Bend Tabs at Head Trim DMar'13 Re01 Note: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 Qa with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. n-.,. Wiroh 4�- 64" (+ 1'-6 for each SideLite) 14' 0 0 ° 0 Head Trim F481 Field Notch and I Bend 1j" Tab See End Cut Detail See " PA09030 I behind Jamb 1 I or PA09032 Trim. Attach ° with Fastener #14J"xA" Fastener #14A J" x Pop Rivet. See " Pop Rivet at 20» O.C. PA09025 for » I 1 details. » ° I o I„ ( Field Cut Bead of HW54— Tube Caulkin and Remove H d t FI or (see section) Door Width + 31" (+ 1'-6 for each SideLite) L_ 0 from ea er o o (+ V-6 for 0 p End Cut Detail 1 03 Y 0 0 31" t for each SideLite) O = Jamb Trim F482 Jamb Trim F482 Y o O LL_ 0 = 0 (+ 1'-6 for each SideLite) Width + 3 ° or Optional F484 or Optional F484 0 N 0 Door (+ 1'-6 for each SideLite) 1" Door Width v I i` I o N O N (+ 1'-6 for each SideLite) 1" — o t` O Door Width + 61" (+ V-6 for each SideLite) 1 Door Width + 31" (+ 1'-6 for each SideLite) 1 �" See PA09025 & PA09027 AVP / PBA Wall Panel - Walk Door & Glass -Front Walk Door . PA09025 Field Notch and Bend Tabs at Head Trim DMar'13 Re01 Note: Trim Installation can be done by Field Notch Panel as shown on PA09022 & PA09023 Qa with Field Notch and Bend Tabs at Head Trim as shown on PA09024 & PA09025. n-.,. Wiroh 4�- 64" (+ 1'-6 for each SideLite) 14' 0 0 ° 0 Head Trim F481 Field Notch and I Bend 1j" Tab See End Cut Detail See " PA09030 I behind Jamb 1 I or PA09032 Trim. Attach ° with Fastener #14J"xA" Fastener #14A J" x Pop Rivet. See " Pop Rivet at 20» O.C. PA09025 for » I 1 details. » ° I o I„ ( Field Cut Bead of HW54— Tube Caulkin and Remove H d t FI or (see section) Door Width + 31" (+ 1'-6 for each SideLite) L_ 0 0 from ea er o o (+ V-6 for Head Trim F481 End Cut Detail 1 03 I I 11" Front View End View Opening Width Note: All trim is to be Do not cut or installed BEFORE blanket remove back leg insulation is applied to walls I I/— Bend 11„ TabNote• Panel position is shown with Panel Rib e rees — wn 90 d 0 do r on 1 9 starting 6 from Steel Line and Doo module. Location of Panel Rib may vary depending on the Door Width and location. Field measure before cutting Panel and Trim. 1 ” L_ 0 0 from ea er o o (+ V-6 for each SideLite) End Cut Detail 1 03 I I 31" (+ V-6 for each SideLite) (Viewed from top of Head Trim) Door Width + 34" = Jamb Trim F482 Jamb Trim F482 Y C 0 O (+ 1'-6 for each SideLite) Width + 3 ° or Optional F484 or Optional F484 MW2*y o Door (+ 1'-6 for each SideLite) 1" Door Width v I N O N (+ 1'-6 for each SideLite) 1" — o O Door Width V I Cnn c 'cl (+ 1'-6 for each SideLite) 1„ � �wN0 q)l C� W I O O O c0See Field and Bend 1„ Tab 0 I ❑ ❑ o 2 D�U� A 0PA09029 ► behind Jamb Trim.Attach with o_ I Uz Y U W O or PA09 031 •� U N 2 W » » Rivet 0 m Fastener 14 x Po F y # 1� P ,�o 0 I I Y v — o Xu oV v — 3 Q C N t a 01 0 0 0 0 0n� �Q Finish Floor Line v Q� Z 0- rn m w z < o �• 0:D O, U0) z Uwi(0< 1 ” L_ 0 0 Door Width (+ V-6 for each SideLite) 1 03 Door Width + 31" (+ V-6 for each SideLite) 03 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 - Preassembled Walk Door and Glass -Front Walk Door - Head Trim Installation AVP/PBA Wall Panel Fastener #17A 12-14x14" SDW/Washer at 1'-0 O.C. `o 0 p c o 0 N = Y V) v 3 0 L_ O L_ 0 0 0 03 .0 5 03 = C Y C O 3� 3 o MW2*y o o I v O O M N O N — o O Fastener #14A i" x i" Pop Rivet at 20" O.C. PA09030 Rev. 3r'141 02 L Walk Door Header Head Trim F481 (Profile may vary) /_ Finish Floor Line Note: All trim is to be installed BEFORE blanket insulation is applied to walls. 0 0 O C ,O .0 5 0 O O M O N — o O .o Cnn c 'cl vi Vii D Ei c , � �wN0 q)l C� W Cmoi- O O O Ja0)J UJW O 0UJ< ❑ ❑ 2 D�U� A Uz Y U W O •� U N 2 W ,�o 0 o Xu oV Q C N t a 01 1171 0 0 0n� �Q v Q� Z 0- rn m w z < o .Q 0:D O, U0) z Uwi(0< .c O j=►��IH— V > co O Q L O Scale: NOT TO SCALE Drawn by. GDK 12/28/16 Checked by. DCJ 12/28/16 Project Engineer: Job Number: 15-8-61142-1 Sheet Number: R12 of 17 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. Los IF REQUESTED, ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY THE MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF A LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. DoubleLok I UltraDek Fixed Eave Plate Butt against Rake Support Angle Fastener #1 J -14x1" 12" O.C. A" Page GDLO1003 DoubleLok 1 UltraDek GDLO1008 Date RevRake Support - Fixed Eave - Parapet Rake Dec'12 IROV. Dec'12 00 0 Field Block out bottom leg Fastener #12A Field Cut flush N 12 x 1" P.H. DP3 with Steel Line of Rake Support Angle 41" Steel Line (2) required at each Roof Member Fastener #5 2" to » M 2414 x 1 i 2" to 6 Fastener #5 n9 epe Roke N (centered in slot) tee J"-14 x 1 i" Rake Support Angle q4 Field Cut flush ith 24" o.c. HW7722 (Utility Clip) Rake Support Angle I HW7710 (Low Clip) I 1 I I I HW7720 (High Clip) 1 \ HW7664 (Hi—Thermal) J Parapet Rake Ang 4 / 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 1-14x1" 12" O.C. o to � 12-14 x 11" f c° tDr` i WP Eave Plate HW456 — PBR HW429 — J HW460 — c LE AVP/PBA/ F2034 0 in = _ � 2 Eave Strut F2064 o � = 3 F2109 (16) Fastener #14 F2110 o ... Fastener #12A —,::r, ci o r o ° 12 x 1" P.H. DP3 (1) required at each C3 W LL- Roof Member Ridge I Highside 3 1 �» o 0 GJ ❑ LJ Section "A" Fastener #5 J-14xIli" 24" O.C. (centered in slot) Rake Support Angle Rake Angle HW7710 (Low Clip) t RAI Eave Strvt HW7720 (High Clip) Eove Stry HW7664 (Hi—Thermal) HW7722 (Utility Clip) Note; Flat Eave Trim F2955, when required, to be installed Detail at High Eave- before attaching Rake Support Single Slope Building Eave Plate Shape May Vary Angle. Detail at Low Eave Field Cut Parapet Rake Angles to butt at Ridge Parapet Rake Angle RA4 without Eave Plate Rake Support Angle HW7710 (Low Clip) Fastener #5 Stop Rake Support Angles J"-14 x 1J" Fastener #12A » » back 2Jminimum on 24 o.c. 12 x 1" P.H. DP3 HW7720 (High Clip) each side of Ridge (2) required at 01 HW7664 (Hi—Thermal) each Roof Member • Field Cut flush � i with Steel Line � � to e Rake Angle RAI Eave Plate Shape May Vary R` U Detail at Building Ridge I" HW7710 1 J" HW7720 4�' 2" HW7664 4�' Notch Detail Rake Support Angle-/ Flush with Eave Plate See Notch Details Eave Plate t HW7600 (Low Clip) " Eo.4e Stry HW7616 (High Clip — 1") HW7654 (High Clip — 1"� HW7661 Hi—Thermal Clip Butt against Parapet Rake Angle and attach with Fastener #1 —14 x 1" DP3 Detail at Low Eave 12" a. c. with Eave Plate DoubleLok / UltraDek P�GDL02040 DoubleLok 1 UltraDek - Contoured Standard and Standard Large Gutter DL02001 Tape Sealant at Low Eave DDec'12 R 00 Fixed Without Eave Plate - Sheeted Wall Jun '14 Re04 Tri Bead Tape Sealant HW504 11" Long to Male Leg directtly over Closure Tri—Bead Tape Sealant HW504 Gutter Strap Fastener #1E on top and side of each Standard F246 (shown) J-14 x 11" Inside Metal Closure (HW426) closure to complete the seal Standard Large F289 LL SD W/Washer Tri—Bead Tape Sealant (HW504) at eave. attached with (8) Per 24" Panel top and bottom. See GDL02040 (3) Fastener #4 (7) Per 18" Panel Tri—Bead Tape Sealant 1-14 x J" LL SD W/Washer (6) Per 12" Panel Fastener #1 HW504 1" Long each (See Erection Drawings for See Sheeting J-14 x 1" side of Closure Spacing) Layout (2 Per closure) 3" Fastener #14A / 10'-0" O.C. 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. Tri—Bead Tape Sealant HW504 Eave Gutter 3ndard F2001 (shown) Standard Large F2031 Tape Sealant (HW504) Between Gutter Strap and Roof Panel Do NOT use pre punched holes Fastener #4- 1-14 x J" LL SO W/Washer 1'-0 O.C. Eave Trim F2955 Without Closure Fastener #14 J"0 x A" 36" O.C. With Closure Fastener #14A &xi» 12" O.C. Fastener #17A 4 12-14 x 11" Expansion SD W/Washer Southern Standard "Optional" Outside Closure HW456 — PBR HW429 — J HW460 — PBR (see PW05020) PBU HW465 — AVP/PBA/ F2034 Vistashadow Wall Panel DoubleLok 1 UltraDek - Fixed Eave GDL01001 Rake Support at Building Rake - Start I Finish DSe 115 R 01 Rake Support Angle HW7710 (Low Clip) Standard Start/Finish Details shown, HW7720 (High Clip) for Alternate Finish Off Module Details HW7664 (Hi—Thermal) see GDLO1002. For requirements see HW7722 (Utility Clip) Erection Drawings. Rake Angle Roof Memer " RAI "P Steel Line Rake Support Angle Rake Angle" HW7710 (Low Clip) " HW7720 (High Clip) Rake Support Angle RAI Section "A" A HW7664 (Hi—Thermal) HW7722 (Utility Clip) HW7722 (Utility Clip) Rake Angle _ RAI Eove Strut Fastener #5 1"-14 x 11" 24" o.c. (centered in slot) Detail at Low Eave without Eave Plate Fastener #12A 12 x 1 P.H. DP3 (1) required at each Roof Member Rake Support Angle RAIe Angle HW7710 (Low Clip) HW7720 (High Clip) HW7664 (Hi—Thermal) Cove Strut Field Block out bottorr leg of Rake Support Angle back 41" and hold flush with end of Eave Plate (See GDLO1003) Detail at Low Eave with Eave Plate 'Cove Strut Detail at High Eave Single Slope Building Purlin DoubleLok / UltraDek Eave Gutter End Lap Installation Field Notch Top Flanges (Note: Notch Out Hem Leg at Northern Gutters) (2)" Bead Runs Urethane Tube Sealant HW540 (Profile Varies Fastener #14 Northern Standard ro x J" Pop Rivet SS F2061 Shown) (For Spacing See Details Below) (10) Fastener #14 Required at Lap Southern Standard F2001 (13) Fastener #14 Required at Lap Southern Large F2031 (12) Fastener #14 Required at Lap Northern Standard F2061 Ridge Stop Rake Support Angle back 2" minimum on each side of Ridge Detail at Building Ridge DL05002 )ate JRev Oct'16 05 2" O.C. Max. Typical Spacing (� (16) Fastener #14 I Required at Lap Northern Large F2108 UJ 3 J UltraDek or DoubleLok GDLO5040 Sheeting Layout Date Rev Aua'14 00 Rear Fnve 1 4 7 Expansion ExpansionCover End Cap Southern Standard F2001 F2002 (9) Fastener #14 .c CL F2004 Southern Large F2031 F2032 (12) Fastener #14 F2033 F2034 ° Sheeting 2 5 F2064 S? ii _ _ Direction F2109 (16) Fastener #14 F2110 F629 0) C: O cn —,::r, ci o 3 6 vJ rz Z3 -Cl Q.) ` O o E� C3 W ��wNW Q O Ridge I Highside 3 6 o 0 GJ ❑ LJ O�UM CL N Sheeting 2 5 � a _ Direction Cl) 0 0 to Cn 1 4 7 _ c N - �Z 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) DL05003 Dote Rev. Nov'16 04 Expansion Gutter Cap (See Table) F(2) Fastener #14 one side only Gutter End Cap (See Table) Gutter (See Table) Q) ra Gutter Gutter End Cap Expansion ExpansionCover End Cap Southern Standard F2001 F2002 (9) Fastener #14 F2003 F2004 Southern Large F2031 F2032 (12) Fastener #14 F2033 F2034 Northern Standard F2061 F2062 (12) Fastener #14 F2063 F2064 Northern Large F2108 F2109 (16) Fastener #14 F2110 F629 Q) ra 4 ,o a� oc p �.. a CL ° o o cn —,::r, ci o a� cj r C j vJ rz Z3 -Cl Q.) ` O o E� C3 W ��wNW Q O O U Ai- (C2'bJ U-) —J �O o 0 GJ ❑ LJ O�UM U UZ Y v w0 •� U N 2 W Cl) L to Cn E aL2 Q _ c N - �Z �2 QQO w � ►� o co > 0) Q O�- cvv� z<(n m p?vu U O 00—D O' ow Z .� vi j _O�� V > tD O Q O O Scale: NOT TO SCALE Drawn by. GDK 12/28/16 Checked by. DCJ 12/28/16 Project Engineer.• Job Number. 15—B-61142-1 Sheet Number. R13 of 17 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. REQUESTED, ENGINEERING CERTIFICATION OF IATERIALS SUPPLIED BY THE MANUFACTURER WILL E PROVIDED BY SEAL AND SIGNATURE OF A ICENSED ENGINEER ON FINAL ERECTION DRAWINGS. DL I UD Roof Panel - Southern Standard & Southern Large Low Eave Rake Corner with Eave Gutter Bird Stop F82 Fastener #14 --� (L 6J"x1"x1'-6") J"o x A" Field Miter and attach 2" o.c. max. to End Cap with (4) (7) at Standard Fastener #14 before Fastener #1E (9) at Large Installing Rake Trim 1-14 x 11" LL SD W/Washer Fastener #4 ` 2'-0 o.c. max. J-14 x J" LL SD W/Washer ►� � 3" o.c. max. Des o /7cLa e fr' I ROke C. 0 o e�ter ( d I I I Port An9/ge 0 ; e I IL 1 i Detail at UDIDL Rake -Low System Only PGDL05023 DoubleLok I UltraDek - Sheeted Wall DL06005 DL05005 °°`° � R°"• Date Re". Southern Standard and Southern Large Contoured Rake Trim iMay16 66 ov'16R05 Standing Seam Fastener #46 @Backup Plate mar'141 01 24 It - - Field Cut flush Fastener #46 at this location ONLY—Low Syste ONLY Rake Support H W7710 Fastener #1E UD/DL J-14 x 1j" Roof Panel LL SD W/Washer (7 ) Locations � Fastener #1E 1-14x1" LL SD W/Washer 2'-0 O.C. 1 3 2 4 5 6 8, I I I I I I Rake Trim Standard F2201 (shown) Back Up Plate HW7760 Large F2264 astener #5 (Modify at Rake Support 4-14 x 1 1/409 See Detail—A) D, at 24" O.C. � ake Angle 7 I L4x2x16go. I RA1==-----Purlin --_ Rake Slide Trim Cut and F215 Remove Im X Backup Plate Fastener #4A -� J-14xJ" SD W/Washer V-0 O.C. Outside Panel Closure (See GDO6003) DoubleLok/UltraDek Expansion Ridge PaGDL06001 DoubleLok /UltraDek GDL06002 DoubleLok I UltraDek Date Rev. Expansion Ridge End Cap DaOct'16 R 06 Sealant at End Lap End Cap Assembly Mar'14 01 Note: All Back -Up Plates on first panel Tri -Bead Tape Sealant Cut and removerun will require field modification /�:��HW504 to avoid fouling rake support. r - Rake Trim Apex Fastener #4 Tab Bt Tab B2 J-14 x J" Tab A LL SD W/Washer (inside) (12 required) Tab A �(inside) Peak Box Expansion Ridge End Cap Sign F679 ----------------------------------- Expansion Rage End Cao Assembly 1. Apply (2) runs of tube sealant along vertical and horizontal surfaces of expansion end cap. 2. Place end cap inside expansion ridge flashing, allowing the end cap to conform to the ridge flashing profile. Do not deform the top of the ridge by exerting too much pressure. 3. Make sure tab is even with, but not resting on top of the peak box. Tab 'A" must be able to pivot in front of the peak box because of panel contraction. 4. Using a screwdriver, insert the blade in the apex of tab 'Bt' and 'B2', and twist the blade enough to cause tab '81' to spread slightly away from tab 'B2'. 5. Secure the end cap to the ridge flashing with (12) Fastener 14 1/4'-14 X 7/8' as shown. Peak Box Acetal Outside Closure - \v ',—Parapet Rake ti 14, � i � T ¢ with Face of Panel or Trim Rake Southern Lar a Support Angle Northern Large Cascadin Tri -Bead Tape Sealant End Cap Mitered Eave Gutter Mitered Rake Trim Fastener #14 T �Rr(Standard 1 J"oxA" F20(Shown) F200Shown) F2201L (Shown) 2" o.c. max. F2002L (Opposite) F2001 L (Opposite) F2201 R (Opposite) (9) at Standard 64L (12) at Large F2� 032R (Shown) F2031R (Shown) FF2 (Shown) /1E 1/4-14 x 1 1/4' LL SD W/Washer. F2032L (Opposite) F2031 L (Opposite) F2264R (Opposite) 3" Bird Stop (12 req'd.) ®I Gutter 1.) Apply Tube Sealant to End Cap bottom and side tabs. Install F1014 Cap 3" in from end of Gutter. Inspect after installing and seal Apply two runs tube sealant any gaps with Tube Sealant. on Expansion Ridge End Cap Rake Support Angle before installation I Peak Box *See End Cap 2.) Attach Eave Gutter to Roof Panel locating end 11" past face .I for Piece Mark) I of Panel or Trim. (See Gutter Placement) 3.) Field Cut Bird Stop allowing Bird Stop to overlap Rake Fastener #4A I Rake Angle RAI J-14 x J" SD W/Washer Outside Panel Closure Support Angle a minimum of 1" and attach to End Cap. (See GD06003) O cV v, 4.) Align edges of Eave Gutter and Rake Trim and attach Rake ,O -4- C j U W Ld Trim as shown. Apply Tube Sealant along edges to seal. Steel Face of Panel O Ld �WN5 LineJIL q) W or Trim 5.) See Eave and Rake Construction Details included with Erection Drawings for attachment of Eave Gutter and Rake Trim to Roof Gutter Placement and Walls. Fastener #46 at this location ONLY—Low Syste ONLY Rake Support H W7710 Fastener #1E UD/DL J-14 x 1j" Roof Panel LL SD W/Washer (7 ) Locations � Fastener #1E 1-14x1" LL SD W/Washer 2'-0 O.C. 1 3 2 4 5 6 8, I I I I I I Rake Trim Standard F2201 (shown) Back Up Plate HW7760 Large F2264 astener #5 (Modify at Rake Support 4-14 x 1 1/409 See Detail—A) D, at 24" O.C. � ake Angle 7 I L4x2x16go. I RA1==-----Purlin --_ Rake Slide Trim Cut and F215 Remove Im X Backup Plate Fastener #4A -� J-14xJ" SD W/Washer V-0 O.C. Outside Panel Closure (See GDO6003) DoubleLok/UltraDek Expansion Ridge PaGDL06001 DoubleLok /UltraDek GDL06002 DoubleLok I UltraDek Date Rev. Expansion Ridge End Cap DaOct'16 R 06 Sealant at End Lap End Cap Assembly Mar'14 01 Note: All Back -Up Plates on first panel Tri -Bead Tape Sealant Cut and removerun will require field modification /�:��HW504 to avoid fouling rake support. r - Rake Trim Apex Fastener #4 Tab Bt Tab B2 J-14 x J" Tab A LL SD W/Washer (inside) (12 required) Tab A �(inside) Peak Box Expansion Ridge End Cap Sign F679 ----------------------------------- Expansion Rage End Cao Assembly 1. Apply (2) runs of tube sealant along vertical and horizontal surfaces of expansion end cap. 2. Place end cap inside expansion ridge flashing, allowing the end cap to conform to the ridge flashing profile. Do not deform the top of the ridge by exerting too much pressure. 3. Make sure tab is even with, but not resting on top of the peak box. Tab 'A" must be able to pivot in front of the peak box because of panel contraction. 4. Using a screwdriver, insert the blade in the apex of tab 'Bt' and 'B2', and twist the blade enough to cause tab '81' to spread slightly away from tab 'B2'. 5. Secure the end cap to the ridge flashing with (12) Fastener 14 1/4'-14 X 7/8' as shown. Peak Box Acetal Outside Closure - \v ',—Parapet Rake \ Cleat F292 R�d9e Trim Profile Rake Southern Lar a Support Angle Northern Large Cascadin Tri -Bead Tape Sealant F1567 HW504 F1722 Parapet Rake Cleat F292 (Field cut Expansion Ridge the 15" long piece in half) Locate one F675 piece on each side of Building Ridge. Fastener #4 Attach each Cleat with (3) Fastener J-14 x J" /1E 1/4-14 x 1 1/4' LL SD W/Washer. LL SD W/Washer Signature (12 req'd.) ®I F3844 I F377 F1014 Expansion Ridge End Cap F679 Apply two runs tube sealant on Expansion Ridge End Cap Rake Support Angle before installation I Peak Box *See Fastener 15 4 x 1 1/4' Erection Dw s ( 9 I at 24' O.C. at 24' for Piece Mark) I Fastener #17A 12-14 x 1j" SD W/Washer Fastener #4A I Rake Angle RAI J-14 x J" SD W/Washer Outside Panel Closure (See GD06003) O cV Flashing profile may vary dependent upon project order. Attachment as illustrated are applicable for all profiles. Place Tri -Bead Tape Sealant over the entire width of panel. It must be centered over pre -punched holes and following panel configi _ Tri -Bead Tape Sealant HW504 Rake Support HW7710 = Low HW7720 = High HW7664 = Hi -Thermal (DoubleLok Only) Roof Panel - Fastener #12A 12 x 1" SD W/0 Washer Fastener #5 J"-14 x 1J* 24" 0. C. Fastener #17A 12-14 x 1j" SD W/Washer Rake Angle RA1 Page GDLO1012 DateRev Mav'14 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. rL Right Way Tape Sealant on male leg. M it back into the comers will lessen the thickness of the tape sealant where it is needed most. N=== - Wrong Way DoubleLok I UltraDek ' DL06009 Date lRev. Rake Trim End Lap Installation -14" Wall Panel Oct '16 03 Fastener #1E Fastener #4 1-14 x 14"J-14 x J" LL SD W/Washer LL SD W/Washer 3" a. c. max. (1) Required at lap (Trim Color, for placement for all profiles see details below) (Trim Color) m bead of Tube Sealant overlap Tape Sealant Backside View of Lap (5) Fastener #14 (6) Fastener #14 required at lap required at lap �(2) Fastener #4 �(2) Fastener #4 Screws req'd at lap Screws req'd at lap Southern Standard F2201 Southern Large F2264 DoubleLok / UltraDek Outside Closure Fastener #14 d"o x fl" 2" o.c. max. (For placement see details below) ,-- J" bead Tube Sealant Rake Trim (Profile varies, Southern Standard F2201 shown) (5) Fastener #14 (6) Fastener #14 required at lap required at lap (3) Fastener #4 r (3) Fastener #4 r Screws req'd at lap 1 Screws req'd at lap 1 Northern StandardI Northern Large F2331 F2419 GOL01011 Date Rev Mav'14 1 00 Tri -Bead Tape Sealant HW504 (on top of closure) T(Cl� i-Bd Tae r ) eg Fastener #1E J-14x1j" LL SD W/Washer (9) 24" panel (8) 18" panel (7) 12" panel r (must followpanel 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 LL SD W/Washer Back -UP Plate HW7760 24" panel (shown) HW7769 18" panel HW7761 12" panel Tube Sealant HW540 Fill any voids around panel seam on upslope side of outside closure. Ca 0 4- 0 0 Piece Mark Trim Profile Southern Standard Southern Lar a Northern Standard Northern Large Cascadin F1503 F1567 F1634 F1722 Classic F758 F4144 F379 F1020 Contoured F2203 F2267 F2334 F2422 Signature F420 F3844 I F377 F1014 Flashing profile may vary dependent upon project order. Attachment as illustrated are applicable for all profiles. Place Tri -Bead Tape Sealant over the entire width of panel. It must be centered over pre -punched holes and following panel configi _ Tri -Bead Tape Sealant HW504 Rake Support HW7710 = Low HW7720 = High HW7664 = Hi -Thermal (DoubleLok Only) Roof Panel - Fastener #12A 12 x 1" SD W/0 Washer Fastener #5 J"-14 x 1J* 24" 0. C. Fastener #17A 12-14 x 1j" SD W/Washer Rake Angle RA1 Page GDLO1012 DateRev Mav'14 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. rL Right Way Tape Sealant on male leg. M it back into the comers will lessen the thickness of the tape sealant where it is needed most. N=== - Wrong Way DoubleLok I UltraDek ' DL06009 Date lRev. Rake Trim End Lap Installation -14" Wall Panel Oct '16 03 Fastener #1E Fastener #4 1-14 x 14"J-14 x J" LL SD W/Washer LL SD W/Washer 3" a. c. max. (1) Required at lap (Trim Color, for placement for all profiles see details below) (Trim Color) m bead of Tube Sealant overlap Tape Sealant Backside View of Lap (5) Fastener #14 (6) Fastener #14 required at lap required at lap �(2) Fastener #4 �(2) Fastener #4 Screws req'd at lap Screws req'd at lap Southern Standard F2201 Southern Large F2264 DoubleLok / UltraDek Outside Closure Fastener #14 d"o x fl" 2" o.c. max. (For placement see details below) ,-- J" bead Tube Sealant Rake Trim (Profile varies, Southern Standard F2201 shown) (5) Fastener #14 (6) Fastener #14 required at lap required at lap (3) Fastener #4 r (3) Fastener #4 r Screws req'd at lap 1 Screws req'd at lap 1 Northern StandardI Northern Large F2331 F2419 GOL01011 Date Rev Mav'14 1 00 Tri -Bead Tape Sealant HW504 (on top of closure) T(Cl� i-Bd Tae r ) eg Fastener #1E J-14x1j" LL SD W/Washer (9) 24" panel (8) 18" panel (7) 12" panel r (must followpanel 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 LL SD W/Washer Back -UP Plate HW7760 24" panel (shown) HW7769 18" panel HW7761 12" panel Tube Sealant HW540 Fill any voids around panel seam on upslope side of outside closure. Ca 0 4- 0 0 Sheet Number: R14 of 17 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. IF REQUESTED, ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY THE MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF A LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. 0 C2 N CL O cV v, ,O -4- C j U W Ld pa O Ld �WN5 C V q) W g e �� V > U_J 0 to 0UJ<Li Z 0FJ_ L) c O IZ Y O U N = W a: c0 0 of o 0 r\^ Q 0 i O C 4lz C N 00 �o �o Z rw ❑it*% QV 0) (D> Vo Z0 �WZ - = zQr`J Q VU (1 o, IVq)� � Uo Z ,c Cn (A (0 Q 3 � =r0ir V > cD O ¢ O Scale: NOT TO SCALE Drown by. GDK 12/28/16 Checked by. DCJ 12/28/16 Project Engineer: Job Number: 15—B-61142-1 Sheet Number: R14 of 17 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. IF REQUESTED, ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY THE MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF A LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. DoubleLok 1 UltraDek GDL01010 " Fastener Spacing at Trim to Outside Metal Closure Mar'14 'IT 01 41„ 41„ 1 �» Outside Metal Closure 12" Wide Panel Fastener #4 HW442 at 12" Panel 1-14 x J" With Tri–Bead Tape Sealant LL SD W/Washer HW504 Top and Bottom (3) per V-0 Panel 5" 5" 5" 1 1" Outside Metal ClosureFastener #4 HW432 at 18" Panel 18 Wide Panel 1_14 x J" With Tri–Bead Tape Sealant LL SD W/Washer HW504 Top and Bottom (4) per V-6 Panel 1 �" 7" 7" 7" 1" Outside Metal Closure 24" Wide Panel Fastener #4 HW430 at 24" Panel -14 x �" 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, n 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 DoubleLok / UltraDek Expansion Ridge - Expansion Lap Cover Expansion Ridge Trim F675 I I I Fastener #226 Fastener #228 Dekstrip HW5227 A` o � 0 Expansion Ridge Trim F675 Tape Sealant HW506 J2" x 1" perimeter 4_ of Dekstrip HW5227 Tube Sealant HW54– on top of Tape Sealant at fastener line. Tape Sealant HW506 �2" 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. Roof Member (Zee shown) GDL07003 ateMar'14 Re02 Expansion Lap Cover F676 (2) Fastener #4 J-14 x J" LL SD W/Washer in line with Tape Sealant one e one end only. (38) Fastener #226 J" x &" Closed End Rivets with Fastener #228 10 x I" Grommet Washer I Tape Sealant HW506 :�" x 1" with Tube Sealant HW54_ on top in line with Fastener Tube Sealant HW54_ at fastener line Expansion Ridge l 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. DoubleLok / UltraDek GDL07001 Expansion Ridge Jun 115 IR 03 Fastener #4 J-14 x I" LL SD W/Washer (4) per 24" & 18" panel (3) per 12" panel See GDLO1010 for spacing Expansion Ridge _t_/� Flashing F675 Peak Purlin Fastener #41 1- 4-14 x J" LL SD W/Washer (16) Required F675 2 Runs J" Bead Urethane Tube Sealant HW54_ F675 I 2" La Section A Outside Metal Closure HW430 24" Panel HW432 18" Panel HW442 12" Panel Back–Up Plate HW7760 24" Panel HW7769 18" Panel HW7761 12" Pane Expansion Ridge Flashing F675 i DoubleLok / UltraDek Roof Panel - Low Sidewall Parapet XGDL23001 Fixed Without Eave Plate DaMar'14 R 02 Parapet Cap Not Shown Fastener #17A (Cap Not By Ceco) 12-14 x 11" SD W/Washer 0 5"-7"-5" O.C. N � if Outside Closure HW456 at PBR Hat Channel with Tape Not By Ceco I Sealant HW507 / I on both sides I I PBR I Fastener #1E I J-14 x 11" LL SD W/Washer 5'-0 max. of Tape I Sealant HW507 at (8) Per 24 panel I 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 1 12-14 X 1" at 3'-0 O.C. Tri–Bead Tape Sealant I Flashing to Hat Channel HW504 on top. See / I GDL23005 or GDL23006 I Fastener #17A I 12-14 x 11" SD Fastener #1 W/Washer J-14 x 1" 5"-7"-5" O.C. (2 Per closure) Hat Channel Inside Closure 2" Triple Bead Tape /Not By Ceco I HW455 at PBR Sealant HW502 with Tape Sealant HW507 on both sides _ to Fastener #1 — 1-14 X 1" at S-0 O.C. Saddle to Eave Ivy L Minor Rib Tape Sealant HW512. Apply to the underside of the Parapet Gutter minor rib on the panel. Position so tape sealer will cross the Triple Bead Tape Sealant when panel is installed. �– Parapet Gutter Saddle (t5'-0 o/c) Steel Line Parapet Gutter over–flow outlets are not by Ceco PLEASE VERIFY DETAIL. DoubleLok 1 UltraDek Page GDL07002 Expansion Ride p g FMO1001 Date Flashing End Seal 3 Date R�,. xansion Ridge Expansion Ma '14 05 a� Standing Seam Roof Note: Dekstrip fastners must be located where Fastener #4 they don't penetrate the rake cleat J-14 x J" LL SD W/Washer (4) per 24" & 18" panel O n Expansion Ridge (3) per 12" Trim F675 �- See GDLO1010 panel for spacing 3 Step 1 Expansion Ridge Flashing Outside Metal Closure O1. 2. Roof Transition Trim V W 24"= HW430 3. Tri—Bead Tape Sealant HW504 �o 18"= HW432 0 0wQ= 12"= HW442 CD�U� Step 2 with Tri–Bead Tape O 4. Deck Strip — 9" x 38" min. n� Sealant HW504 Top and Bottom 5. Fastener #12A Pancake Head ------ c C o 0 5 W/Sealant HW504 --__� O Back—Up Plate 6. Fastener #4 1/4"-14 x 7/8" LL I I 1 ni 24"= HW7760 18"= HW7769 • SD W/Washer at 2„ O.0 �— 7U1 12"= HW7761 • • 7. Strapping 24ga x 2" Wide at Edge Of Or����.11 ❑ • �„ Flexible Membrane w/Tube Sealant C,� v _� 7 4 HW504 (Length As Req d) _J �Z<� • 8 6 8. Fastener #1E 12-14 x 1 1/4” LL � Fastener #1E �-14x1" • �� A k F,00 SD W/Washer w/Inside Closures and Seal HW504 LL SD W/Washer �s�O Tape (9) 24" Panel Fos�d9e Scale: NOT TO SCALE Drawn by. GDK 12/28/16 (8) 18" Panel h��9 Job Number. 15—B-61142-1 (7) 12" Panel 7 Panel Cl Clip » 1 (2) p Note: See GDLO1011 and GDLO1012 for outside closure and sealants installation information. DoubleLok / UltraDek Roof Panel XGDL23020 Endwall Parapet Dat Mar'14 R�01 6" Metal Studs Not By Ceco Parapet Cap Trim / /� Not By Ceco -r I Outside Closure ,Fastener #17A HW456 at PBR 12-14 x 1'J" SD W/Washer with Tape Sealant I/ 5"-7"-5" O.C. �u HW507 on both sides r I Hot Cnel I 5'-0" of Tape I I Sealant (HW507) at each Not By Ceco 1» 5 1" panel sidelap PBR Back Panel Inside Closure I /HW455/;t ` PBR I Parapet Rake Flash with Tape Sealant I F324 HW507 on both sides I I ITri–Bead Tape Sealant I HW504 #17A /12-14 x 1�FSDstener W/Washer Parapet Rake Cleat r 5"-7"-5" O.C. F292 RakeA9�e ill Fastener #1E 4/ / J-14 x 1j" LL SD W/Washer 2'-0 O.C. Rake Support Angle ow,'HW7710 High HW772D DoubleLok/UltraDek HTDLAW7664 Panel frm Fastener #12A 12 x 1" P.H. Fastener #5 (2) required at each /4 » /4 - RoofMember / A 24Ox 1 1.C. Fastener #14A Fastener #4 1/8" x 3/8" J-14 x J" 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 Parapet Rake Flash F324 Parapet Rake Cleat F292 2 (2) 1/4" beads 1/4" bead of of Tube Sealant T ube Sealant LAP DETAILS Fastener #1E J-14 x 11" LL SD W/Washer PLEASE VERIFY DETAIL O Step 3 net 9. Install Wall Panel o Wall Panel (Field Cut as Req'd) 4L . if Erector Note : Please Provide 1/2 Gap From Bottom Of Panel To Top Of EPDM (U 0 0 e a� N O n � cCo?a 0 i o C U nca (b O C to to W ZNZW N U V W �t U O O �o JatoJ 0)O 0 0wQ= ❑ ❑ CD�U� +� U Z Y W O n� ) UJ (� Q. a=(NDUW c C o 0 L QU_- Q 00o � L2o Or����.11 ❑ o a'1 Q 00)< C,� v Z to Cl- v) 0 v �Z<� Q *; OU :DO 60� (n O� III ZwcOQ N 3 V jto0¢ o 4 Scale: NOT TO SCALE Drawn by. GDK 12/28/16 Checked by. DCJ 12/28/16 Project Engineer. Job Number. 15—B-61142-1 Sheet Number: R15 of 17 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. ' REQUESTED, ENGINEERING CERTIFICATION OF IATERIALS SUPPLIED BY THE MANUFACTURER WILL E PROVIDED BY SEAL AND SIGNATURE OF A ICENSED ENGINEER ON FINAL ERECTION DRAWINGS. 4j" 21" w 4 to _ � I Max. 2j" 1„ " 3j" F481 F482 F324 F408 F246 F292 F320 F321 Framed Opening Head Trim Framed Opening Jamb Trim F18 F92 Downspout Elbow Parapet Rake Trim Base Trim P 9 Soffit Trim Fascia Sill Trim Gutter Strap Parapet Rake Cleat Downspout P 1BY Sym. g 9» :-goo 4� 4 j» -_a 41 8A„ U4T 6" t F981 F2001 F2002 F2003 F2004 F500 F675 F676 F679 F797 Gutter Expansion Cover Gutter Expansion Cap Expansion Ride Trim Expansion Ridge Lap Cover Ridge End Cap Downspout Strap Channel Closure Trim Gutter Gutter End Cap P Soffit Trim P g 5" 1„ VI 34„ �s ColorCD 1►, N Side 5121LO N LO 81" 2 Varies 3" "T5121 T5214 T5225 T5237 F2994 F3536 T5014 T5062 F2955 •� Cont mous Cleat Parapet Eave Trim ounterflash Box Rake Flat Eave Trim Channel Closure Trim Angle Trim Z Closure Cap Trim C 21" � N 3" � t Ln MIf LO 9M eSP-2, SP -3 SP -1 Parapet Gutter BGC1 Z Parapet Gutter End Cap I IParcipet Gutter Saddle IF REQUESTED, ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY THE MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF A LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. I R t sw t U FRAME DESCRIPTION: Endwall EWB PATH: R:\Jobs\Active\ENG\15-B-61142\ver01-EMLacsa\Bldg-A\run01\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip -ft. REACTION NOTATIONS HL --; VL 1-A VN H2 1 V2 1-D if H3 1 V3 1-E USER NAME: EMLacsa DATE: 12/19/16 PAGE EW -1 JOB NAME: 61142A FILE REW3BLDG1 T1ME:14: 09: 57 1 AAD GROUP D DESCRIPTION-_ DEAD LOAD C COLLATERAL LOAD L LIVE LOAD W+ NAND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION WR WIND FORCE FROM THE RIGHT WL WIND FORCE FROM THE LEFT LOAD GROUP EARTHQUAKE FORCE ACTING INWARD E- EARTHQUAKE FORCE ACTING OUTWARD ER EARTHQUAKE FORCE FROM RIGHT EL EARTHQUAKE FORCE FROM LEFT 13.4 13.5 0.0 -13.4 13.5 0.0 COLL 3.3 3.4 0.0 -3.3 3.4 0.0 EQ -1.9 -0.7 0.0 -1.9 0.7 0.0 WL1 -23.2 -21.9 0.0 11.5 -14.4 0.0 WL2 -15.8 -12.7 0.0 4.0 -5.2 0.0 LWL1 -15.0 -20.2 0.0 15.1 -16.1 0.0 LWL2 -15.1 -16.1 0.0 15.0 -20.21 0.0 LWL3 -7.5 -11.0 0.0 7.7 -6.91 0.0 LWL4 -7.7 -6.9 0.0 7.5 -11.0 0.0 WL3 -11.5 1 -14.4 0.0 23.2 -21.9 0.0 WL4 -4.0 1 -5.21 0.0 15.8 -12.7 0.0 0.0 0.0 -3.0 0.0 -0.0 1 -10.6 0.0 0.0 -13.2 0.0 WL2 -5.8 -7.0 0.0 1 -4.9 7.8 0.0 0.0 ®�®®®®®® 0.0 -0.0 -6.7 0.0 0.0 -10.4 0.0 LWL1 3.8 4.8 0.0 1.0 -4.8 0.0 1.2 -15.3 -4.3 1 1.6 -10.5 -6.4 1.8 -0.5 -6.4 LWL2 3.7 3.7 0.0 0.9 -3.7 0.0 1 1.2 -9.3 -4.3 1.6 -10.5 -6.4 1.8 -6.6 -6.4 LWL3 -1.6 -3.6 0.0 -2.9 3.9 0.0 -1.2 -3.9 4.3 -1.6 -6.6 6.4 -1.8 -6.5 6.4 LWL4 -1.8 -4.6 0.0 -3.1 4.9 0.0 -1.2 2.2 4.3 -1.6 -6.6 6.4 -1.8 -12.6 6.4 WL3 5.6 7.6 0.0 5.1 -7.1 0.0 -0.0 -13.2 0.0 0.0 -10.6 0.0 -0.0 -3.0 0.0 WL4 4.9 1 AAD GROUP D DESCRIPTION-_ DEAD LOAD C COLLATERAL LOAD L LIVE LOAD W+ NAND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION WR WIND FORCE FROM THE RIGHT WL WIND FORCE FROM THE LEFT E+ EARTHQUAKE FORCE ACTING INWARD E- EARTHQUAKE FORCE ACTING OUTWARD ER EARTHQUAKE FORCE FROM RIGHT EL EARTHQUAKE FORCE FROM LEFT SUPPORT REACTIONS FOR EACH LOAD GROUP *LOCATION: Grldllnes: 8 NOTE: All reactions are in kips and kip -ft. REACTION NOTATIONS FRAME ID #3 USER NAME.EMLocea DATE.12/21/16 PACE: 3-2 cs 80./16./28.042 20./110./ JOB NAME 61142A FILE: frame-8f.fra TIME. -13:43:24 HL ----� VL *-A w Mw,�n wr.f►THe'1►t TACH C i_AIr11 INFO * = 6 COLUMN DESCRIP71ON Roof Dead Load *-A Roof Live Load COLL *-G EQ LOAD GROUP HL VL I LNL HR VR LAIR DL 4.1 4.5 0.0 -4.1 4.5 0.0 LL 13.4 13.5 0.0 -13.4 13.5 0.0 COLL 3.3 3.4 0.0 -3.3 3.4 0.0 EQ -1.9 -0.7 0.0 -1.9 0.7 0.0 WL1 -23.2 -21.9 0.0 11.5 -14.4 0.0 WL2 -15.8 -12.7 0.0 4.0 -5.2 0.0 LWL1 -15.0 -20.2 0.0 15.1 -16.1 0.0 LWL2 -15.1 -16.1 0.0 15.0 -20.21 0.0 LWL3 -7.5 -11.0 0.0 7.7 -6.91 0.0 LWL4 -7.7 -6.9 0.0 7.5 -11.0 0.0 WL3 -11.5 1 -14.4 0.0 23.2 -21.9 0.0 WL4 -4.0 1 -5.21 0.0 15.8 -12.7 0.0 1 OAn raFr" DL DESCRIP71ON 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 jl VR *-G 0 SUPPORT REACTIONS FOR EACH LOAD GROUP *LOCATION: Gridlines: 2 4 6 NOTE: All reactions are in kips and kip -ft. REACTION NOTATIONS HL FRAME ID /4 USER NAME: EMLacsa DATE: 12/21/16 PAGE: 4-2 cs 80./16./27. 20./110./0. JOB NAME: 61142A FILE: from es7-4-6f.fro 71ME: 13:36:51 1 VL. *-A w wr.nr nu T. DH C t`_olrV 1N1'C t= 2 4 6 COLUMN DESC IPTION Roof Dead Load *-A Roof Live Load COLL *-G EQ LOAD GROUP HL VL I LNL HR VR LNR DL 3.4 4.3 0.0 -3.4 4.3 0.0 LL 12.1 13.0 0.0 -12.1 13.0 0.0 COLL 3.1 3.2 0.0 -3.1 3.2 0.0 EQ -1.3 1 -0.5 0.0 -1.3 1 0.5 0.0 WL1 -19.2 -20.3 0.0 12.6 -14.4 0.0 WL2 -12.4 -11.5 0.0 5.8 -5.6 0.0 LWL1 -13.6 -19.4 0.0 13.7 -15.4 1 0.0 LWL2 -13.7 -15.4 0.0 13.6 -19.4 0.0 LWL3 -6.8 -10.6 0.0 7.0 -6.6 0.0 LWL4 -7.0 -6.6 0.0 6.8 -10.6 0.0 WL3 -12.6 -14.4 1 0.0 19.2 -20.3 0.0 WL4 -5.8 -5.61 0.0 12.4 1 -11.5 0.0 • OAD CROUP DL DESC IPTION 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 ms3 80ID. 16./14.958 20./110. USER NAME: EMLacsa DATE: 12/21/16 PAGE 6-2 JOB NAME: 61142A FILE: frame-9f.fra SUPPORT REACTIONS FOR EACH LOAD GROUP *LOCATION: Gridiines. 9 TIME: 13:50:45 NOTE: All reactions are in kips and kip -ft. REACTION NOTATIONS z H1 z H2 H3 HR HL 1,IL 1 v, 1 V2 � v3 � VR *-A *-B *-D *-F *-G LOAD GROUP REACTION TABLE GKIIJUNLJ _ COLUMN *-A •-G LL Roof Live Load •-B Roof Collateral Load EQ *-D WL1 Lateral Primary Wind Load '-F Lateral Primary Wind Load LOAD GROUP HL VL LNL HR VR LNR H1 V1 LN1 H2 V2 LN2 H3 V3 LN3 DL -0.0 0.2 0.0 0.0 0.2 0.0 0.0 1.9 0.0 0.0 2.4 0.0 0.0 1.9 0.0 LL -0.1 -0.3 0.0 0.1 -0.3 0.0 1 -0.0 7.4 0.0 0.0 9.5 0.0 0.0 7.4 0.0 COLL -0.0 -0.0 0.0 0.0 -0.0 0.0 -0.0 1.1 0.0 0.0 1.4 0.0 0.0 1.1 0.0 EQ -1.5 -2.6 0.0 1 -1.5 2.6 0.0 0.0 2.7 0.0 -0.0 1 0.0 0.0 0.0 -2.7 0.0 WL1 -5,1 -7,1 0.0 1 -5.6 7.6 0.0 0.0 -3.0 0.0 -0.0 1 -10.6 0.0 0.0 -13.2 0.0 WL2 -5.8 -7.0 0.0 1 -4.9 7.8 0.0 0.0 -0.3 0.0 -0.0 -6.7 0.0 0.0 -10.4 0.0 LWL1 3.8 4.8 0.0 1.0 -4.8 0.0 1.2 -15.3 -4.3 1 1.6 -10.5 -6.4 1.8 -0.5 -6.4 LWL2 3.7 3.7 0.0 0.9 -3.7 0.0 1 1.2 -9.3 -4.3 1.6 -10.5 -6.4 1.8 -6.6 -6.4 LWL3 -1.6 -3.6 0.0 -2.9 3.9 0.0 -1.2 -3.9 4.3 -1.6 -6.6 6.4 -1.8 -6.5 6.4 LWL4 -1.8 -4.6 0.0 -3.1 4.9 0.0 -1.2 2.2 4.3 -1.6 -6.6 6.4 -1.8 -12.6 6.4 WL3 5.6 7.6 0.0 5.1 -7.1 0.0 -0.0 -13.2 0.0 0.0 -10.6 0.0 -0.0 -3.0 0.0 WL4 4.9 7.8 0.0 5.8 -7.0 0.0 -0.0 -10.4 0.0 0.0 -6.7 0.0 -0.0 -0.3 0.0 • nAn ren 1P DL nFCI'RIPTION 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 W1_4 Lateral Primary Wind Load SUPPORT REACTIONS FOR EACH LOAD GROUP *LOCATION: Gridlines: 3 5 7 NOTE: All reactions are in kips and kip -ft. REACTION NOTATIONS FRAME ID /2 USER NAME: EMLacsa DATE: 12/21/16 PAGE: 2-2 cs 80./16./27. 20./110./0. JOB NAME:61142A FILE. from es-3-5-7f.fro TIME 13:40:15 HL ---►; 1 VL *-A w MAI�n sr.n71^W TACH C f_RIr11 INFO * = 3 5 7 COLUMN t>Fc['mPT1ON Roof Dead Load *-A Roof Live Load COLL *-G Eq LOAD GROUP HL VL LNL HR VR LNR DL 3.8 4.4 0.0 -3.8 4.4 0.0 LL 12.6 13.2 0.0 -12.6 13.2 0.0 COLL 3.1 3.3 0.0 -3.1 3.3 0.0 EQ -1.3 -0.5 0.0 -1.3 0.5 0.0 WL1 -19.6 -20.4 0.0 12.9 -15.0 0.0 WL2 -12.7 -11.5 0.0 6.0 -6.0 0.0 LWL1 -13.9 -19.7 0.0 14.1 -15.7 0.0 LWL2 -14.1 -15.7 0.0 1 13.9 -19.7 0.0 LWL3 -7.0 -10.8 0.0 7.2 -6.7 0.0 LWL4 -7.2 -6.7 0.0 7.0 -10.8 0.0 WL3 -12.9 -15.0 0.0 19.6 -20.4 0.0 WL4 -6.0 -6.0 0.0 12.7 -11.5 0.0 i nAn r�n1c DL t>Fc['mPT1ON 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 i-- HR VR *-G FRAME ID f7 USER NAME EMLacsa DATE: 12/20/16 PAGE: 7-2 pf 28.083/16. main building a JOB NAME: 61142A FiLE:p7.fro SUPPORT REACTIONS FOR EACH LOAD GROUP LOCATION:bays 8 -(Gridline A) 1 -(Gridline G) TIME. 19: 19: 07 NOTE: All reactions are in kips and kip -ft. REACTION NOTATIONS HL --� VI_I „R *-LEFT *-RIGHT i...n nr.nrnu TACH C C01r)1 1NFC • = A G COLUMN M-gCRIPTiON Roof Dead Load *-LEFT Longitudinal Seismic Load [located in perp. plane] LM -1 *-RIGHT LWL2 LOAD GROUP HL VL LNL HR I VR LNR DL 0.1 0.7 0.0 -0.1 0.7 0.0 LEO -6.0 -7.4 0.0 -6.6 7.4 0.0 LWL1 -5.8 -7.3 0.0 -6.5 7.3 0.0 LWL2 6.5 1 7.3 1 0.0 5.8 -7.3 0.0 LOAD H ROM DL M-gCRIPTiON Roof Dead Load LEQ Longitudinal Seismic Load [located in perp. plane] LM -1 Longitudinal Primary Wind Load LWL2 Longitudinal 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, iia. (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 2014 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. q) O 0 C N D; N Cr.) r< L o M p) N '�- O N � o cn aC V c o Ti y C j V W U J W W V W o 0 Q JQLoJ W��O O CO W Q ❑ ❑ v WO % Q_ 0_toU W C C Cn U I v,, Cn iV c o V co C N It 2 li Z Eo�� O O � (0 0) Q V n` W < Cn m o z( Q N UDUD 0 o, E 0 I z - cD Q Z �OJI 3 fq - r V > tD O Q O Scale: NOT TO SCALE Drawn by. GDK 12/27/16 Checked by. DCJ 12/27/16 Project Engineer. SDD Job Number. 15-8-61142-1 Sheet Number: F3 of 3 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 Dec 28, 2016 ru; zut �OF�� I 1 II I z0 70mDpm rnAr- ti r _ rn D cn $70 NO m�QQ Dp D 0 at mJj A ��<D (p rn n���m r=m m Um c0 tr+cP700 m_0m -Dmr0 N z m t -m m°3< A mm z'3M m �� r0 ��om -3-i� iOzm OJ cnn m< U3 T33 70� �20 AE 70 prDAz0m�DmrzTj m r 3D n mz rn- z nm r <DO rnD_ DE m mr� D Ani' N m= m� (Ap E-z+� -n Dz =x1 Dr mD ztnz 70lb m0 �µ oM� N �m DO A 0n D -0Ew Dz3 4zz Nw3 Or D0 r w O r m z 0 m 70 lb v� O n -4rOw Viz' A�Ea' -4 0 U m D bbpA z O �I i t V, m n� m� O Dnz -� OBD �DuJ O - 7700 rmEw `�( Z ?U \ +—U3 NEOa �z- 1+N I, m { 1+ n 4 Imo+ I> rAm wDp z< LU-0mn mm �0 i0 � F-DrIII mU3 r�J z?0AM m I i z I -- \ M v Ncr,m o �m ti -0Ew Dz3 4zz Nw3 Or D0 r w O r m z 0 m 70 lb v� O n -4rOw Viz' A�Ea' -4 0 U m D bbpA z O �I i t V, m n� m� O Dnz -� OBD �DuJ O - 7700 rmEw `�( Z ?U \ +—U3 NEOa �z- 1+N I, m { 1+ n =AC1 zr I> rAm wDp z< LU-0mn mm �0 (p70 DA F-DrIII mU3 r�J z?0AM m -0 Cl 70 z ` 0 D= r Om DW N� (p m O N 2-0 -f m m N33* -1-45"LU 9r' — _X —�_X_ _ .X— _ �------- ------------------------------- _----_------- -------------------__-__-------___-__I ---------------------'-----__ VALVE BOX W/ 3" - 3/4" BLACK DRAIN ROCK j 1" RCV (CIRCUIT A4) OVER WEEDBLOCK 1, LANDSCAPE FABRIC. 1 IBV —�'� TYPICAL TI-Ilry AREA HB �— — Pp TR51-1 n D r �+ I+ jI TRS ]( ,) liz 1+N I, m { 1+ n D + + mn n �- D$ m n Ir II I I \ 1� IES `4 �i 1� i I --7= -------- --- ---- - —�-1 - VALVE BOX W1 V RSV (CIRCUIT 143) J! V IBV \ ,. �< n{ \\ ^�{{ i 3 1 cO X '4N, ; �1 m X \ �� I �U3 X 1 O7 < N -- --------�._--- I - -T- - - - -- - -_------- - - < 3 -( < T- x m �. n x r � t __._.....- __ n m < ATA D _ m a TITLE: REVISIONS: m Z DEVELOPMENT PHASES 5-1 FOR GUDC- r=L CONSTRUCTION DESIGN /BUILD CONTRACTOR: 4 ENTLER AVENUE - CHICO, CA GUE)GEL CONSTRUCTION DATE MARK NOTE 629 ENTLER AVE. BOX 36 CHICO, CA 95928 ° LS IRRIGATION FLAN _ NO H PHONE: (530) 62 4-,998 �� SIGNATURE: LICENSE NO. m w O Al D + + mn �< n{ \\ ^�{{ i 3 1 cO X '4N, ; �1 m X \ �� I �U3 X 1 O7 < N -- --------�._--- I - -T- - - - -- - -_------- - - < 3 -( < T- x m �. n x r � t __._.....- __ n m < ATA D _ m a TITLE: REVISIONS: m Z DEVELOPMENT PHASES 5-1 FOR GUDC- r=L CONSTRUCTION DESIGN /BUILD CONTRACTOR: 4 ENTLER AVENUE - CHICO, CA GUE)GEL CONSTRUCTION DATE MARK NOTE 629 ENTLER AVE. BOX 36 CHICO, CA 95928 ° LS IRRIGATION FLAN _ NO H PHONE: (530) 62 4-,998 �� SIGNATURE: LICENSE NO. m w O Al a a 0 1 N N5�'o'38'501E �51TE/jai PLAN - 60UTH: 1" = 20' F. - KEY IRRIGATION VALVE BOX AS NOTED. RCV = REMOTE CONTROL VALVE IBF = 150LATION BALL VALVE HB = KEYED HB IN BOX _ — — — — _ _ — — — 2"41 SCHEDULE 40 PVC POTABLE WATTER SUPPLY LINE 3/4"0 HDPE PLASTIC DRIP LINE WITH FIELD INSTALLED EMITTERS IN LANDSCAPED AREAS. 4":40 CHASE PIPE 0 015 EUROPEAN HACKBERRY (CELT IS AUSTRAL 15). SEE DETAIL LSI 03 OLEANDER TO BE PLANTED AT 15' O.G. IN BUFFER BETWEEN DEVELOPMENT AND ADJACENT RESIDENTIAL AREA. PROVIDE 1 - 1.0 GPH EMITTER WITHIN 12" OF BASE OF EACH PLANT. SEE j AREA TO BE PLANTED WITH 1'GAL LANTONA m I5'± O.C_ PROVIDE I - IGPH EMITTER WITH 12" OF BASE OF EACH / PLANTING. SEE S2 01 LANTANA m 15'± O.G. NOiz� IELD ,4VE. 1'-0" MAX I -(SPH EMITTER TOTAL OF 1 3/4" DRIP TUBE /,45 SHOWN r rr rr rrr, r r� rrr rrr 3" OF 311± r rr r rr r r 3" OF 3"± COBBLE IEER WE rrr r OVER WEEDBLOCKLANDSC< } LANDSCAPE FABRICrf='ICAL TYPICAL BETWEEN PLANTS. \3" MIN MULCH WITHIN 3' OF ALL PLANTS DETAIL rA"'�N we 1Q.5y 0 w d u � om a o_ {{I l O z Y Q a z O N S W Q m m cYl O0 m r U .mol O lY ( 0 u lu U �w O z � N U Q z O U J_ m z 0 (n W 0 H u �C 0 u zu o v A � o u 00 00 U o U. to 0 C'4 N lu W dW L � Z�(p zv IL QuW d JU } Luiz lu w4 W `. 06 QNZ 0� = ��4U1L W W` Q Iii I— W F � v SCALE: JOB NO: 15009 FILE: f L62 i ENTLE R T5,I1; 60d NAIL IN GUTTER. ELEV 2I5.48,NV5:) Cn r`:X16TINIS E�LDC% Z St -1: OHMET C:2 Izop, -4 C"I /Dr -:TAIL 0�: THIS 0;�_ -4 A PX- A 5ULDING Ba TH15 PROJECT Z, 1> f �, y v ! _ ic, ti 7- r -77 MIJILDINS- e-S7X 1> ""/SEPARATE I=` Z�11 to A3O.GO. Lo r 4- ASA WITH rEXiSTING 71 L � X, ,%/' Z e-EmArZATE 1=EF::1IT Z, Z. F I E L D V � Z-4 -V_ dk� PLAN: P — 100' DUTTE: COUNT TY At' -N,- 040-AOO-093-000 7H IR r TUN-:.ERNUN-:.ERUN-:.ER% I I SITE - OVE�-=_N _U R.RZEN.LY' CC`,4`S7f;1fJC:TION. 5WLDM-_ IBINCH MAF.4._!'.s .6-Od NAIL N GLI`�=R AFrMOXIMATELY 29`5' LLr-ST (7-" NO PU1r,=,STE7R1Y F-MCF71-"RTY C4r,-Z,,J'M--r,. ELEVATION 215A3 NvG10. E_Co7r�_"- cr­ worl< T 1-1 4 cn� ��iN ED 1-4E fNTEN T O= 7�16 P1FZ1"J;= Ir- TO Ce:�N TA::U RE -EN NEERE STEEL C-U'L.ri!NG WIT" 5'T E 15'jiLT FOUNDAT!C1N-5 AND ;:_;CCR e'_45. IS TO 5E CJILT AS A 'COLD SI -ELL' BJ!Lr_,fNG WiTwcj-, Hv.4.C, AND ONLY COND,;I-5 FCR ELECTRICAL AND FLU! _IN* THAT "11r`_'C,T 5E LOCATED E=LC-'! THE FLOOR c. -LAB, CCCUr-ANC" DETER! -IN -4710N AND lNTERfCCR i!`i1_'RoVV71ENT5 WiLL eE B.. FUrL1'1Z_-- Ce'rX',f=_D FFZ?O'"i THE E:,LJTTE C0,11jNT_T' DEP4;R7I"EN.T AS P4RT Cr TENANT 11"IF"FROVEI'ENTS, CC rC `CALC�EN' COMPPLIANCE vr-RIFIC.4TI04,14; VE9Z1FiC4T11CN AND DOC:U!`EN741"fCN F0;5,1 T­-jIS PROJECT WILL I=-= GtJDGEL OL,N r 62' ENTLER AVE. PCX Gw�co, S4 PHONE: (530 624-7'zo_-3 PA r Z < I Nk---- R - M C U I f ZM t TO ( M- U I L r: I N C, 9 5 1 r-C';Z PJR!"OSES OF DETER -!'NTNG FA LING Ra0"135ZEI-EN75, EACH C-r_N7r-Z4J_ NOTES e1,j;Lr_',1NG IC- 455U"ED TO FE Ur_-E�-_, FOR 50% c1NG`NEERING cE5 GN LOADS INDUSTRIAL U S- E S. ROCS LIVE LOAD: r91Nl"J15 PER C5C T4a_E -:CTA'- EJP D'Nkrs A4ZE-4 - Cv0,80C S.F. WIND LCAD!NS EASED ON: Ila CC*­1,`�E1Qr_l4L ASSU!-? D FCI-;p F'107URE USE 5E;61 -1C DESIGN: r30,400 5F, IN:;Q57 R!AL , 30,400 5F. !N-6_1U'5T:R!AL AREA f=ARKINCi FZECIJIRE-''ENTI: I Sr'ACE F' -=;R 1000 J.F. CATEGORY: t 30.4 5F --ACES SD 5 - 05r,6 GD1 03361 30,400 x ec-,f, 5F,4CE5 AN4LYS=_5 5"r E0U!VALENT- LATERAL FORCE TOTAL 175'rit 4 -ED F`4qKfN.5 RF01J1F!-:D w IIF3: S a S-�--4CF CCN"rRJC'NCN e�-141 L CON=0r-_-`; TO T�4=5= F:-- ND 4 e - 2 1 - I l - S= PLANS 4, ALL --I "I _45 -LE TOTAL FARKINC'7 FROVIC=D z :25 6=ACE5 CODES AND LOCAL ORDINANCES INCLUDING THE FO! LOW'No: SPADED R=AF~ "NG- 5=4' -ES k'6) SACES ('_�4%) 2013 CAL!;rORN!4 61AT F Eu'ILD!N/_-z CODE, TITLE -64, `FART 2 . 2013 C4L!r-OF_NI,4 STATE ELECTRICAL GODE,T!'ILE 24, PAJ`z'7; 3 2013 CALfF:O;;:,`N'4 STATE CODE, TM -E 24, FART 4 S"'t,4CE TY,F=r_; 20!3 C4LI=CF_NI-4 STATE F1_U-_5fNG CODE, TITL--_ 24, F4R7 5 V.4Sf=EC.1r-!ED GENERAL FAF,,;NG: eS 5`ACE5 2013 C41_1=0�414 STATE ENERGY CODE, TITLE 24, F4RT 40_-E5S15LE SM410ES, E7 :PACES 2013 CALfr-ORNIA STATE FIFE CODE, TITLE 24, PART a Co"C'4C11 SPACES: e SPACES (6% C -M TOTAL) 20!32 C4'_1FO5"-IA STATE GREEN 5141'LDING CC:�E S-ANDAr-?DS, TiTLE 24, PART if C�Er_-IGNATED �4EV 13 5=4CES (10%) 3. STEEL F_JiLDINS e1441_1_ 5E ME5!GNED BY OTHERS TO GCC AND F-m-OUfRE^1EN-15. MANUFACTURER S� 4LL ;r1R_':)VIrDE 61-40.541 DR&VN'C56 _8ITM:!: USM 6TATISTICS (MUILOINGS 5-1) AND C-4LCULAVONS AS RECIJ!R.E-D BY LOCAL ;BUILDING DEF--A;,s7'1jENT1 ASA TO CE DEVELOPED: VaO,411 50, F�. (4.1"'1 ACRES) 4 E4r-H SHALL E>14"!NE THE FLANS c4;;ZEMULL'�' W!'-4 R ADj,1.-,1N;NG LLICFZ<. ANY CONFLICTS 51­I4LJ. EE jQ7-::P­ IT D p E P_�;ILD!Ne: ARE A: 60,800 SC. FT. (32%) TLJE EN T G!NEER FFZ!OR TO THE BEGINNING OF W -01;K. PAVED Df-lfvE AND 4R=_A: a -,,;Z, FT. (a4%) LANDSCAPED AREA: 21klc_145 51-Z FT. 0 7',%) 5. THE SEAL AND 6!(SNATURE POIZZ Ts4E-5E PLANS APPLIES ONL Y TO T;-;�-: CONVZZTE WALKWAYS: 2'1,' .3P- SF, (14%) DES!GN' ON Tim -17 BUILDING AND FEATURES 5,30j114 AND GRAVELED STCRAGE AREA: 9,880 5F, DETAILED CN 7H_=5E FLANS. SPECIAL IN,%TVCTI0N5 1. Rr_-0J!R=D SPECIAL INSPECTION'S SHALL eE a-!- AN INDEPENDENT SPECIAL IN5=ECTOR PER C�JAPTEFZ 11 0;: THE C=1C AND LOCAL 5UfLDIN-!5 DEPARTI"IEN't FE-CUIRE",ENTS, 2, THE SPECIAL INSPECTOR SHALL 5-E HIRED BY THE OWNER AND AF --PROVED BY THE ENGINEER. 3. SPECIAL INSPECTOR CERTI;=ICATICN5 514ALL BE cyU5*-VTTED TO THE eUILD1NirT DEPARTMENT LUfT" THE PER^ 7 A?::'!* (CATION. THE C INSPECTOR "UST 55 APIF-ROVED BY TW5 eJILDNG DEPART" 1ENT FR!OR TO BEGINNING C0N5T1FZyJCTi0N. 4, ALL IN55'ECTOR'S WANDaRITTEN LOGS 5HALL BE AVAIL4eLE CN THE j055!TE FOR R77VELIJ BY 5U!LD;N* DEPA;:ZT r-1ENT FIELD iNSK'-Er__ Tto;zs. 5. C0F='1E6 0-- ALL INS!t=E1_-TCR REPORTS SHALL BE FILED WITH THE LCCAL eUILDINCA DEPARTMENT AND CRANDALL ENGINEERING. REPORTS SHALL F_= FILED WEE<! "' DURING CCN'5T,1;Z`JCTION. SHALL WALL NOTE ALL U;Wt=Tk4,-R CORRECTED OR NOT. - ro, W=_01N Co'"iPLETICN C= THE PROJECT, THE INa_1=ECTC!:,-? SHALL SUBMIT A FINAL 515NED !KEPCIRT STATING 4.'L4ETW5R THE U1O5Z< RISOJIF,!NG 6=E-CIAL INSPECTION WAS, TO THE BEST OF THE INSP'ECTOR'S KNOWLEDGE, FERFORl!"ED !N CCN1:O;Z7!4,NC= TO THE AF`FROVED PLANS AND AND Ti;4E APPLICABLE WOR<'1ANe441?= PRCIVIVONS- OF THE CeC AND/OR [CC: PZ110RT. 1. SmEC14L !NSPECTICN 15 REOJI�= FOR THE FOLLOWING !TV 16 AND PRCCEDURE5 45 NOTED. HIGH c_,TR=_Ne_iTL4 F_OLT!Nr;s: A. ALL H!6H STRENGTH 1501_75 4R"= TO f_*E INSTALLED U51N,,--s "TURN CF T$4E NUT" I` -1E TIPCD 5"EC!=IED IN TWE NINTH EDITION CP THE Af5C "5PECIF!CATION FOR 6TRJC%;r-,AL JOINTS US!NG 45"I'M A325 OR 441!0 COLTS". PERIODIC OF BOLT TIGHTENING 15 ACCEPT45LE WHEN U5!Nc-i "TURN C= T1 ­IE N11JT, " !-FT-HOD. E. INS=ECTCR SHALL V=,Rlr-T' TH4r ALL e-,OLT6 AND U.145�JE," CC,NrO%Z01 LUITI-4 TRE' RSCUIRRED &PECIP-tr-14TIC.N. C. IN5_""�STCR S,44' -L VEC,!PY THAT -o4E !-.-E-I-SER5 TO 55 CCNNESTE-L, 4R7 P'ROP'ERLY ALIGNED Pfz,!C;R TO T IC-7HTFN:NCi D. TESTER 5, 4. 4 1 - I 05S=!:�IVE T#-:^ CA! IC --A`. rr,­CCEDJC:-_=c_- W;.4EN fZz1_=IqED BY THE A'5T-1 (A325 OR A4TC) AND .01-sii-OR T !NST41-LATION O= COLTS TO ✓ETER"IINE TI. -IAT ALL PL!E-S Or- CCNNECTECD MATE c'14L HAVE BEEN C)F;74!,J\I TOSE"';_4ER. E. 7EST!Nr_- C'" HSE' WILL BE EY Ar"FILIED TE5T!,Nr-2 CONS-ull-TANT& OF r-L-4iCa, CA. CONCRETE A. INEVIEC7*01CZ 5�ALL F`Etr:!ODICALLY 1N5RECT RE!Nr-CRCIN5 IN EXCAVAT!10NS AND PORZ"S- PRIOR TC PLAS-57'-IENT Cr'CCNC5,,FrE. INSr:'E-CTC!R 5;-44LL VEIR!"­T- BAR SIZE, AND GRADE FCR CON=OF`4NSE W'T�4 FLAN5. lNer-1ECTOIQ SHALL 41_S^ fN5=_=C7 T1 ­4E PLACE' =N' O= ANCHOR ROCS AND 501 T$ AN!:) THE C!= CONCRETE AROUND B. IN54--ECTCP C-�-JALL V_E=,'FY THE USE C= TL -;E C. IN5F-ECT04Z F'E1;,1lCDIC4LLY GeSERvE PL4CINS V: CONCRETE AND f`-14INTA!N 4 RECORD INCLUDING DATE, AND P0RT'C-s11S F --LACED. D. iN6PECTCg S14ALL MONITOR TA<?N6 Ott TE5T S'rREN(_'%7$4 TESTS. PE=ZcOSZ'", AND DETER`''INP Ti_4E Or'• '1�4E r-CNICRETE. POR 5T;RE-NGTW TESTS SW4LL Br- TAKEN AS REO-JiREC) EY AS' 3!F3: 5-6. E. TESTING Or CCNINCRETE W'LL CE E3 ` AmPL;ED TESTING CCN5JLTAN75 OF CPfr_o, CA. SOIL N0=5 1. FOUNDATION DE_5!fSN 15 1-4SEn ON "SOILS INvEeTir-:4TIcss' FOR F-cZ.05'05ED e"ELL 15JILDIN,35 FOR ,RICK ra!X.G=_L - ENTLER AVE, DATED *T- CrZAN::)4LL ENC-stNEF-RiNS. 2. r-OUND471CN DESIGN F4R41`,ETEPc_, 45,E. SOIL EEARI,iG CAF14C!T-T*: PSP LATERAL 150 F'CF CO` 7;zICiEN*r c= FRICTION! 0.25 3. TIPE r-FP`05FD F_JILDfNG S!TE 15 LEVEL AND EXCAVATION WILL eF To 57,;Z'ING THE S!TE OF ALL LOOSE h'ATER!AL VEGETATION AN::, LC105E rcJ$;Z--ACE 601LS. FILL FCR &1JP=CR7 Ot- L=,UILDINS 51-413 AND AN'T' t1!NCR FILLS RE-C."FE-D TO REPLACE OVEREXCAVATICN REaJI.RED AT $0�--T SPOTS IS TO CCN5t,5T Cr CLEAN GAVEL. -4 !;= 5OiL C-CN::)f'1*ION'5 ARE ENCOLINNTEREn DU=,'NS- CCNNSTr�i,!T C THAT D1F;_-EFZ FRC`" TWCSF DESCFZIL'ED IN THE FZEPC�T, THE ENSINEER 5WOULD BE NOT!FIE-6 r,'TIED!4TELY AND t1E45UR:_1-5 TAKEN AS DilRECTED. CONUCF7nTE NOTES 1. CCNSIZZET . E SPALL PE A CC"�,FRC'4LLY 4,/41LA5LE TRAN51-, - "I,)< PF OPER." F1F,'1_-=O!CV_T1ON1ED AND DELIVEREr- TO THE SITE IN TR -'r_<5. A,*_'%1S%ZZECz4TE 5'ZE E-woALL EZ on, Or- 1-1/12" IN FCUNDAT!CN5 AN-' 314" 47 ALL OTHER LOCATIONS. SLUT "MP SPALL N'O"r EXCEED 4". C0r-,fN5 CO'`POUND SPALL 5E 5PR4"Y'ED ON ALL EXPOSED SURFACES ^rELr' 4t=TEFl F-"!N4L TC�JELINS. 2. ALL CE"ENT SW4L1_ TO AST," STAN :.; L I EXISMING CONCRETE R=_TA!NING 'W'ALL .L I EE i { 1 1, 1 ,2 EX;5-1NS VALLEY C'.`*ER F'AR'<!NG AND 'LOADING 5?ACE NOT TO EXCEED 2% IN ANY DIRECT!.CN 4CCE SS I M I L i T Y S ICnN. 5 t r-.4VMME:NT MAr-Z" IANC-rS !tNT�!a_*yAt!OtiAL 5YI''�CL G� AGGESSiE:!L'T" 5'G -ti IND`:CAriNr: P'J3LIC �, 4C!, CE'SNC-TE!r5LyEATPIOANR�AL!N 5IC NT!FIGATIC� r -!(2 -NS- ITGA_ O✓= 3) F_FCBC !ot,N0OG ACCEer'i~V I SS-NM,T= 02.6.. I:;". 2. vtati ACCESS'?LE" 5!G BELC!J: S!GN •1 FlhE x2500�1 Scc E G� S:�" SOJA IZE I N - E 4'\4 TiONGL SY"^'S0 C"4 A GGE55'B':.ITY F=A'NT�:D t; 4WITE ON FLUE r� iEGG!�GROJN �. LCCA T E A5 S"Ok.JN 60 r-!AKK'tif. 15 v'5••5LE u-4EN SPACE 15 OGCU�!EC. CB11':D-5C2.(o.4. F'AVEP^=NT 5UFZ=ACE MARKING G.!T" aOrRE L!NE AND "4'-GN!NG AT 36" O.G- IN GCN-R45TiNG COLOR TO PAVE""ENT. CBC '!5-50303.3. PROVIDE ALSO °!NO F'41"KI\!s' IN 12" LETTER -c' 45 5�40N i I S- C -! GN c i^ P4!NT 'NO PARC! �G' Lj T[+ 2' u."!TE LE` I r_ G v -0 E'E LCr_4`D VfE5LE TG ENeOK CE""•kNT C,7iGi4L5 F'Eh' CSC 92(!2a4.1 Nl 7"ELLCW GLUE-DCJN CET�r--G�3`E r�A y'h�z -+eT rr..�IFOR'�ING W!TP 2013 CSC. F $2C.tio#1 110-147 AND CoM'►PLYiAJG Wi#ti116�705��. InAr S1+hLL CxtVid, FULL wiOr)i of p4rtt-OF-rItAVCL AND• MEA501te- 3G iN DiRecriOtJOF 7—RAVE( ? PATS G- TR . SED LSU!! DIN1 C ENTLEF A ✓ENuE. 1 • ;, QiPE PAVEMEtit IN DR'v_ 4RE45 L'IT�: F�' BC!RDER AND DIAGCNAL STR,F'I�G� At 3 ;" O P4T�4 OF TRAVEL SuALL WAV MINIIMUM LJID'" Cr 3W 1/2" \/ C1Ax!MJ " A5R'J"T, ELEVATICN GNANG-c AND MAX MU^" BLGt'E5 45 FOLLOW: 21,P. CRCcS SLOPE. Ez1�- NOT LRJ - G'd EXISTING 5iGN5 AT ALL DEVELOP' NT ENTRANCE5 FRC.M ENTLER AvE. CF!ELD vER!Gl') GO[vFCR"`i'tiG U11TI4 CBG lIB-502 STATING °UNAUT�40R- lED vrµ!CLES .. . ! WY 5E TCW:=D AT OUNEFZ'S EY.P; INSE.... vEWIGLE5 MAY BE RECLA!I'ED 3Y CONTACTING 'i (5_ANK TO EE FILLED IN AT TIME Gm CON�15TF:uGT10N A5 R`G11fkEv EY Ol.1NER). er_E D s L L v, METAL vAg�E5 4 5 t-? i N /Cc5F__- OVER LA'NvSGAR'E F[1¢R'C f R ELEV4T.c;� i E AS' GCNCRcTE PAF<'�iC gajY�ERg AS i ELEvAT!tpv c'"• � 1 / S:.IG�..Uti. 6' LONG i �`PiCAL. AtiC�•-?C4 PER ELEvr!oN CONIC \x t. CCNCRETE \ (� . F'Ln N A.C. CR CCNCF_=TI VNG i .9 % ., rL y t 1 I 1 � ' � - � 1 i —' � —' i- � tri-,ii-`'fta....,',..'!',•7���. ✓r�–C�.,,?._�°�^{1�-__�1 L . ( I uT �I 2x2X18 RED'u10OD ORP 1 \2x(o P'EDw_0OD CR F -I STAKE c 32"t O.C. i-IEADEi�2 DETAIL � f ( 1 1 PARKING iONLY � ____ ��: u;;_;,TE LETT-R5 j VAN \ i ACCESSIBLE '�-- MGRK!rvG ON BLUE I 1�'.1�!4".Llf�! / EACKG'vO.;ND A5 FINS' 1250 i D A 1 L � W UNAU T HIORIZED VEHICLES PA.PKED IN DESIGNATED ACCE�SV'S LE SPACES NOT DtSPLAYING DISTINGUI.Sf?'N G PLACARDS OR SPECIAL LIMI SE PLATES I.M`D FO`? PERSONS WITH DISAQ'UMES VILL SE TOWM AWAY AT 01rr-P'S EY.PEWSE. TOWED VDiICL.ES VA Y BE R>:CI AD _ AT OR BY TELEPHONING ING Dr.T,;I . BLANK, 6r -ACES TO E,E P!LLED IN U iTIi API�RGP LATE IW -OI AT O'! A5 PEcZ 1ANENT PART O✓` 5!GN. i a J UJ '� _U Ua q1 H _i L) ?VA 3 - UJ !U ui m m �: ) UJ.I l) a h•- W I- j ,CAI.:. .. ,i .2rnr■r.'s� 9errrasree+xeRr1 i+tr N M iia; �. /.,,,.741 _ ::234 1 C1Yil. or 4 - 551'A3'O i IN 1 \ 01, ( , � ®r-)�'y l t Ir\ 0 rip r> A`�Ll i �ry i i riC»�i�L� AVE- WATEM aOIL LOSS 4 STOI'Z WATE% POLLUTION P MVENTIONI i. NO SO'.L DISTUR3ANGE S�-+ALL CGCUR PRIOR TO C TAIN!NG A eu LDING- Oma, GR4D1N, 2. LA d� dJ U C 4!CC, CA 55p28 <. Fu0N,: l53 ) 624-1'5'caa 3. CC`:5'RJG'IGN 5WALL E•E SGWEDULED AND EXECUTED IN A th",ANtiER Tl44- 0 rip r> A`�Ll i �ry i i riC»�i�L� AVE- WATEM aOIL LOSS 4 STOI'Z WATE% POLLUTION P MVENTIONI i. NO SO'.L DISTUR3ANGE S�-+ALL CGCUR PRIOR TO C TAIN!NG A eu LDING- Oma, GR4D1N, 2. 1 I /•� .r T T^ r� r >` E ARTY K:�„ C''v„:F3�E FOR II ,PEEN._.+I ATION OF S I CF�!uJA: cR AND _R,.,S'C'N CCN-ROL FEATURES 5u4LL EE: G -J :GEL CCNSTR,1GT1C\ - R'GK G! IDGEL, 01LNER 629 ENTLER AVE. BOX 36 C 4!CC, CA 55p28 <. Fu0N,: l53 ) 624-1'5'caa 3. CC`:5'RJG'IGN 5WALL E•E SGWEDULED AND EXECUTED IN A th",ANtiER Tl44- Ll" 'TS COT" SOi- EROSION AND POTENTIAL 5 T Com"" WATER F'CLLUTiON AS ti REcJ!RwD eY TuE CALIFO;Z\PA GREEN e'JiLDir G CCDE5 57,4NDARD SECT!C'v 5J06. • a. EROSION CONTROL N,=_ASURES 5�:ALL RE `N PLACE �'�TLU"=_N GGTCBER 15 AND -'�s. ;..!' �.1r.'"--:i•`v�i J.�,-.rr!.^ ,;� n" iii >.v.� X.i `•-f r Jf -t y � ✓r.��' / APR'L 15 AiND tll;-�ENEVER RAiN i5 FORECAST FOR '�»= PROJ=GT V!G'N!TY- S. "E-415JR2F5 NOTED 51-44LL 5E i"'�LE`!=VTED TO GC'N�CG' t WM—j TW5 'BEST a MAN AG'="E\' !cFGGT!GES' (5"F`5) 011 LiNED IN T; -:E CAi.IFO 'A 5'CR'^ -ATER (`l(7X 4. C'JALITY ASSOVATiON ►HANDBOOK- NOVEL r.BER 200`✓ ED!TION. 6. ANY 50'L TRACKED FRC"' 'L�E 5!TE INTG ' E F'JBLIC 5TR==T 5�44LL BE ^ • ti n t .. Z 1 F' 1 GLEANED UP AT 'r" END G= EAr-w IvOR'G DAY. '1. !i'AG':IYE SOIL S7CCK,FILE5 5WALL eE COVERED. Ac.h/E SC,L STC,CKP LE5 SuALL BE GCVERro'~RIOR , T O A.'NY KO;;ZEGAS; RAiN C.V`'vT. 8. -- E R C5'ON CON-ROL "EGGt R45 5 -+ALL eEE "'A!vTA!N= FOR -T-w= DiiRG'•ICN C -- )/ .� CC N 5 7 cZLv--'r I C14 CCN5T2L,rGT!C'4 CR !JN TL ALL EXr-'CSr_D 5./'L I GOVER =-✓ L)"H P4VNG, VcG-ETAT;CN CR C'4^F' F!N5=1 AS ..--*Al •:= A}v o _. ,r T 1-1 Tt -T T A,. R �Ati ILA., N.s G= CC"`..R` c E..J , _'� G .,� 0��5 A ,t.\ . LOS47!0N G _ ..= c5'r- r T- 4 -/�,� o';C' r.1E C' i4 n? r A'• G,'t„i _ v_ SNA. E✓ L;4 -e . _ .N\ CN '-A'ti5 A v GL.- .C\ t L ..,+' v-U?JEC T TC F'NE. T '-.^: .�.✓`��. fey{r,., v, , - P^, ,�•, �•; Ei,,...,,�. � AN:: TGA'` G.A'; re: S—WALL BE 45 FOLLOW 1 j A. PCZOV'✓_ 3iO! LF. C� F!E•ER-R:,_L SED! 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("""� I4' Y, ISS' R.U. j� -�-fl 0� *I- O ��-`.-v�'-!4' X !4' RU. - �""..� 14' X 14' R -U. 1�,' X g' STOREFRCtiT 1 16' X a' 5TCREFRON + U j I PORTAL FRA^"E i � i f 'm fiUTURE DE11 6W,!!rSUITIt tt-4-1 WALL TO 5E { I ?�� 'j' i, moi' GGtiSTR�CTED A5 ; f j i (q 153 I 11 j''I y C.i i i mI I 1 jo, i ! j uC:ur2w `O� .� PL.0-n L7 r ! � � Ili �' 1( � � k• �u �' *{ ! � �;' ... � ;. �I � r , f 1 1 I S' i + C�; I 1 1 '(li f'Ilf� \ L t '-• I 1 . r. : 1 1`I li 4� f I MARK J NOTE _— -- ----- -- i _ ----- --- ---- — - - - 1623 E:-NTLr-P,. CHICO, C,4 W,"326 a 4! z ! I t i 1 b; (Y j jP.o. rox 724 WMIN,17r,, CA 05345 CLIENT ° C. UD L C<745TRUSTION MO" i,= FAX: 204?-PCC�-4744 62C, ENTLERZ ,4`Y;.. DOX 36 —� J Com! -#ICO, rA czs,320- f i r w: ' r 1 + t ' i OI j 1 L� j I OG - I I f j � ..rte �y �►, j ` 1 �..,,>�?•.� i ( *.'Ym'E � �A 'Fr � �a..�lw, � *� �. ! f � '�° � Sul i = u i ..�. 5IT� and 1�" 21C_�.. 216 0 210. 21 Q S.F. I 21 � 0 S.P. �� 216 0 &F. � 232' �.�. C 16' X ''' .J. - -0 nr rj.' ;•-{ --Q �q. jF1-- Q.. 14' % 14' 'U. .....w n- , q r.......� --__, i F'ErrRONT i� t= 4' X Id x J__ -a 0 14 x ,� R.0 14'Xid'R.� kR�i11 X 14' R.U. r C 0-4— it _j_$- !i�,' X IF, STOR=-`~:ONT i i I LIME Gt FCC= AE YE i { BUILD NG DATA - 2013 C13C 't ='S EU!LDING 15 EENG CCN57F'.'JCTED 45 A 'COLD 5im4rLL' a-11IL .I`!S, NTEClGR 1'iPtO`✓E 'IE T5. EEYCti:) 7I,40E= 5-J0',:N CN T1`4EcE F'L4N5 APE TC EE-CN57RJC7ED AT A FU*;RE DATE AND U"�ER A SEP4R4TE f--ER"'IT cRcr" B.-I—E COUNTY. *dC 0= T,-1!$ E'JiLD1N5 15 TO 0-1".l c GAPPc-C✓AL C= EJTTE COJNrY 55"11 DINS CEFATT_. EN . GGCUPA�iCY GR�JP: PROr'C5c^: cJf. F1• a CEcT;'^",ATED) `yF R'JG*ICN: "r FE 115 (NO 5=';RINKLERS) NOl 54' TO PL E415-_: 20. CLEAR TO EX 5..:N .-. E J'_D+NGI `'Ot:TP-+' .'a$'- TO L.56:"EC PL Ciro' G'_EAP TO-�G'^Sc7 Eu':.✓i�G) L;E=57 H: 5-a" Tn l PRO'VC5'rp AREA ,',hG'c 5=. f.L.Lri: ._c� _E ARTA. CR__A5E 5: r`JLL FcR'*PETER U; 3C'• CLEAR IP � C•�5 15 G^ (NO 6m1q!NKLER5; GC ✓ER'�'NG Ad rGR ci CCGJPLINC Az = !E 5Uo 1.0 • C.75 • CC) a 2-1,125 5F. F OPOSED +�E'.G�+T a 11.5' C'r'E AN FOC-) ALLOWA+�LE r••;EiG�tr _ 'r5" '1..^'�'E✓rc � STCR Ea FFOPCS D 5`\S -LE ALLGJJAEL_r NOSE THAN ONE FCR ALL PFGF'05ED OGCurAtiCIES � OGGUr'C:N*5 N'O GET Ex'+c Cva'cLL E,. LD!NG ONLY) : �4• EX!75 FFOVIDE D 50 t *'!Ax' 'JM *RAVEL DISTANCE FL L AIN 1/011 11,.0 ! ! C� KEYALL,A4 SAS TO Dw Ilse��ITI D %,*,PACE g PROV!GE W4 -Ll- !'-CUNTED 24 !"O -15C ;:'ll EX7!N5U1514ER !N CAEtti T OR F 5M DEi''A . a,.1 T rZOJIR.;,T_I T5: 0 1rACKET .4 T10c- NO c'FFFt 1. PFCV!DE ONE 2A'O=C F!FE EXTING-U!SJ+ER *"OU,NTED IN CAEINET FIRE MA;ZSaAL Fnc 'OR TO IN5TALLATION, CF CN Ec?ACKET 50 TOP IS NO !"ORE T�AN y' 4eOVE P.P. AT FJTJRE PART; T I^N5 4 WALLS TO 55 E'J!LT ❑+"- Srr--4IR4TE PER!-Ilr Ar- PAR' OF 1tir- ICEAC" U -NI .. tM©'�GVE'`"ENTS. 2. F --05T 51:'-E 4DCcti55 GN EACH 5EPAF.4TE UNI- AT FRONT FARE EARR•: R TO EE E�JILT EY 4=_=1AASPAR' G^INTE RIOR (NOT CIN DOOR) ANZ:) EACU EACK [DOC!:. !,'-I =ROVE ENT5, 3 N1-TIF7' c;RE DEPAR'!' ^ENT (530-5384-,831 X1; 6) IF 1,4AZARDOU5 OPERATIONS, F'RCCE5`✓E:. CR STORAGE WILL EE CONDUCTED IN rJTUF'` '-'!GN OR STENCILE✓ MARKING C^: liAi�L AT 10' AFF.. 3" LErTE .5 UP 3/e" STROKE. ANY LINT. A apr_CIAL PEr:^^IT F�O^'1 E FircE DccART"'ENT MAY [F e] R_p ON ,4'Tr EAwKGRCjN::) STATl�G FIRE BAR : R - F'RCTECT ALL OPENINGS. PER r c r _ CFC -103' TO eT-- 1NIS--TALLED 5Y SEPARATE PF.R^"!T 45 P.AR.T Cc 'NTERICR - C' PE;' .,!T # 19 C. TITLE: GUDGV.--L DEVGL_O 4 t=NT: COLD C44ELL DUILDING I MARK J NOTE _— -- ----- -- i _ ----- --- ---- — - - - 1623 E:-NTLr-P,. CHICO, C,4 W,"326 a ¢ V C jP.o. rox 724 WMIN,17r,, CA 05345 CLIENT ° C. UD L C<745TRUSTION MO" i,= FAX: 204?-PCC�-4744 62C, ENTLERZ ,4`Y;.. DOX 36 —� J Com! -#ICO, rA czs,320- j .. �r f -PONE- (5BO) 624-ZaT3 w: - C' PE;' .,!T # 19 C. REVISIONS: DATE --- I MARK J NOTE _— -- ----- -- i _ ----- --- ---- — - - - — —� J 3CALF SHEET y � r ALF: V�f?9 NO:OF + CECC "LOC<5EA*11" STEEL FASCIA PANELS. COLOR 'FERN GREEN' STUCCO ON WWL OVER LIGU'GAIS ---E STEEL FRAMING. COLOR TO MATCP CECO 'LIGWr5TCNE' CECO 5,r4NDAp1:) C; 0 N T I N tOIJ5 G UIT, TER. COLOR 'FERN G=,EEN' jj t. ii ail 1 ,n rJ1.L GtLAS-5 4 ALU"IINUrl STO-R=-;=RCNT AS-c-E""SL`T'. ALL GLAZ!Nr-: TO BE SAFETY GLAZING I�Oi� i 1—!EI_EYA aIOf*NI A &OUTH.- ELEVA M I [ON, All I. 161-la"i TYF j�'j ' I{►j{a it i��1l�liu�' If • if 1. i I�iilljjl; if I f r. 1 _ A &OUTH.- ELEVA M I [ON, All I. 161-la"i TYF j�'j ' I{►j{a it i��1l�liu�' e CECO "LOC<57-A!'I" STEEL F:Ac;C—i,4 PANELS. CECO 'LOC<5EA1'-4,' COLOR 'I=EFZ,4 GREEN' SEA"( STEEL R00'41NIG W!T!4 j itil '77 tr T t LIL i `C --LAMS t Cl:!71-0 AVP F-9ZEc.N1Sp2:D,, ALL GI -A -TINS TO BE 5 7E -EL COLC$:Z 154r= -TY GLAZING TO eE 'L1GwT6T0NE' STUCCO ON UIUl- OVER L!GwTGAt*E LIG"T GAUGE STUCCO STEEL FRA."INr-z. COLOR TO MATCH N 12 5T CN4E N E L S. STEEL eU[LT-U= CECO "LIGHT 5TEEL FASCIAA COLOR 'PERN it STEEL FAee--IA F"4NEL6 if Lc ;. if I it i lI' 11 Ii it JC' 'FERN GREEN .0 ..k I, ;i f' H Ii Ii i i! ' �+ { { { I ID It --v IL 11 h jr it t :iL 4 STREET NLJM5ER SIGN (62e ENT LER AVE - BLc<2 E). 4" (MIN) LETTERS WIT;4 COLOR GLA55 4 ALU" INU" CCNITfZA5TIWG TO DJILDING. \5TCRE;=Rr,,4T ALL aL4ZNrx TO EE SAFETY GLAZNC; E/AST F-LEVA i ION i i i J I' liii r it it if it R i . - - � 11 i STEEL PAESIA PANELS. CO!- I-, ';:EF -N GREEN it J 1 tet. ASS; t -!F' ALL Gt - 4ZN-,--3 TO BE 1/4" IN 12 I WE5 I I '" E EL EVATION 674N:1)4RD a-TEEL /,rz4B!-E Flr CECO- COLOR 4 Ji STUCCO CN, UU! -OvFR LIGS47`G4ii.*= STEEL COLOR TO 1`11ATC�4 CECO 'LiG�T57CNE' \ if , p I is A- -=LECTR;,-- "..'NAND 5 4 6 F E I;zs —ETER, PANELS ALL GLAZING TO 5�-- S4="ET'T' C3'-4Z!NG 1/4" IN ;2 + CECO A vr- f=F1E;N-!c--i-, STEEL SIDING. STEEL COLOR TO F--;-= VC-WT6TONE' 77 TITLE: Cj U D C , L Dr=Vr---L0FM'.7*NTt COLD SPELL DUILDINS OZ77 62Z ENTLER, AVr:., C441CO, CA 0-it?"326, CRuPiNDALL ENGUNIMERING LIE V A T 10 N 5 4105-8 POND""110SA V!AY P.O. Sox 124, CA 0534WENT5 GUIDGEL CONSTRIJCTION P P0V-Vr-C1,-4844 FAX: 20Sll-96,0-4744 62S ENTLER AYE. DOX 36 F E T 4 i - DATE UI 1. I�iilljjl; I WE5 I I '" E EL EVATION 674N:1)4RD a-TEEL /,rz4B!-E Flr CECO- COLOR 4 Ji STUCCO CN, UU! -OvFR LIGS47`G4ii.*= STEEL COLOR TO 1`11ATC�4 CECO 'LiG�T57CNE' \ if , p I is A- -=LECTR;,-- "..'NAND 5 4 6 F E I;zs —ETER, PANELS ALL GLAZING TO 5�-- S4="ET'T' C3'-4Z!NG 1/4" IN ;2 + CECO A vr- f=F1E;N-!c--i-, STEEL SIDING. STEEL COLOR TO F--;-= VC-WT6TONE' 77 TITLE: Cj U D C , L Dr=Vr---L0FM'.7*NTt COLD SPELL DUILDINS OZ77 62Z ENTLER, AVr:., C441CO, CA 0-it?"326, CRuPiNDALL ENGUNIMERING LIE V A T 10 N 5 4105-8 POND""110SA V!AY P.O. Sox 124, CA 0534WENT5 GUIDGEL CONSTRIJCTION P P0V-Vr-C1,-4844 FAX: 20Sll-96,0-4744 62S ENTLER AYE. DOX 36 F E T 4 i - DATE 11 aREVISIONS: -SCALE: SHEET � MARK k � K'- ell � I% kK DATE DATE: PIS 7ILE: /42 r: \i,'3ers' PC( lse• Dnnik I \1P037 11UC' E'- 5 ''C\P�OG CHICO, C:,4 SSWa 7 Joe No: OF P P ON 1EE: (530) 624-1Q'38/2 c� a ORR 7 7- 7— "T 7,777-777 7, 7 �,7 !!7-7 77, -7 UI 11 aREVISIONS: -SCALE: SHEET � MARK k � K'- ell � I% kK DATE DATE: PIS 7ILE: /42 r: \i,'3ers' PC( lse• Dnnik I \1P037 11UC' E'- 5 ''C\P�OG CHICO, C:,4 SSWa 7 Joe No: OF P P ON 1EE: (530) 624-1Q'38/2 c� a ORR 7 7- 7— "T 7,777-777 7, 7 �,7 !!7-7 77, -7 GFGO "LGC+GS�n N" GUTTE5:Z E!" STEEL RCOFING. GEr p r II GALVALU",E- F!N1C-u ! 4" V ?N1 L-EACKED FICER::iL455 PCOF / r 51 EEL FRA"!E 5Y CE CC WSJL ATiCN (R13) `UILDiN!z SYSTE -15 CONSTRuCTICN -- SYT-!i-E-TRIG4L AE-C;IT CENTERLINE 10' z-F"JRLINS e c=Go VINYL INSULATICN EA!'KING e144LL II A FL,A""E S=EE"4D INDEX On 25 OR LE55 4ND 6"tOKE CE'N.5f"1T ' NCT TO EXCEED 4.0 UJB: N TESTED P Ez Fc CE'C ST4NDARD 8-1. STEEL FRAyE c?' CECC � 1✓J'�DING 5Y5?Er"5 /_II F'cE!Z.sLlac^.-I (CIE 'NS iLATiCN T`'F'GAL IN Ffz A4- D L14LLS GECG SAVE STi?'JT 0) j _ CECO GIRT _NI I -i I t CECC G'R V1NYL-EACKF`. � I o I t 9I fy S"'UCCD CN L'J1xL CVER �.i q CI ^a!-54 G,T l- " `�!I c 16" C.!:. (T` P!CAL) 0 'RACK UP .J 4" CCNCi`_TE SLAB CCNCF:'GTc �\ I s1 { �;iT 1 F' E `gu ANCNGr� • 32' GG. ' r. B -V'•-. _�.� .,wt, _nom.>./v...�- _-�,=,I-� oL_ lei . +k =-rs,� , 1 , I - I I 1 - , 1 — — tt2„ SAND/ � f"'IL ViS.^.iU`M ti /��„ :✓11 t ��! cv�R d" CLEAN GGAvc- :,�_ C0N71NJC'J5 G'J T TER W/ S?EEL ROCS "VCs. r, I n►^ -- - - — ---- / E A VE_ - r -5-C-0 'R? � CG� FT' Cr r I n _ I FRA. , � f E'J'LC!NG SY5TE`'a / / CECO CPR-, _ 1 i0„ 5'-O"t O,G. E EU LCI`yG v''S'E""8 • {'I � I I ✓�^ GC/-/` ICS 1 � v'NY:. INS.:LA'ICti EACf''�iG S�l�LL =j 1 � I } NAV: G 4 1N X C V,"'• L-RAll rKED L._SS y4 £--CK+ DEtiS »� �,E �<!sLASe L:4t L'�,- �` � CE -so p3R � { yCn .rCIn 's 1 NCT . p C .Gv d5! �� TE, -TED STEEL 5 -!NG �n { r1 ! i 411 GCNc1Y-TE s_4 .. — -- _ V . . _ c,: STEEL RttI JC'G 1 ! i G4LVALU`E FINfS- - -- S'=`L FRA Ic. BY CECC i CONSTRJCTICN A—CUT GENT��L!N7 4' VINYL-54CKED FiE!RGLAS•c, RICO= i1,dSUL4TICN (R:!3) 10•` z-�uR:IN� 5'-G"t CC E?' CECC NOTt. VINYL t'Iti5',:L4ITiCN eAGKING S"4LL P4V= A F_A`t'= S!=RE'4D IN SEX C= 25 C- LESS AND e"*C<:-: DENSITY' NO' TC EXCEED 410 U.r-4EN TES'ED EER CEC ST4NDARD 6-1. CECC "LOCK�EA"'" J i 4" ViNYL-�4CKEDI'' ! F1EELdSS FOCF,;;� EN-Z;;UALL X1 GIRT RY 6" F'EE;;:?CxLAee (R:? Ij iN5UL4710N O; I Kr��ED L.'A_L5 r -� � 120oSIF�2-5d i • I C)! 12COT!50-54 EC T TC -1 TRACK W/ 3/B"X3" ! T i -EN -i••+✓ CCNClw�- TE -- 2 �.N'G �0��5 • 3 O.G. \\ 4" CCNCFE'TE SL45 WIT{ t FIh,ER 'ESS- � R=iti�GRGING � \ �- i SLOP= 1 1 I _a I 2 SAN. OVER' 6 t GRAVEL ie{1 CECC "LGCKSE4 S,Tt.EL rz,�F ! iIf 4" v'NYL-EACKEr / i i INSULATiCN (F+ I?) { CECC 5'-C"t C.S. - i LIGE iGCIGc G -EEL J G `GCS` - .. .. _. .. .- - r '_-.�`r— -4--_4-w,.--•�..ww,- �.,r-.M-.^4.Swr--�+nP-.-+.-�.+.+. Y. -v __fit -�.�r:_.=�+-•- .�..r+a„�.-.+• f 'Awe-�..• M•.._:t .•.-.N w +T _. 1 1 i/R✓s-°{y l�'T'l' OVE!Z-"-. 4`. GLcL:V GRA'✓E.L .4 v }� E^�D'w'A.LL ROCS �- �/ EEA" G!RT 5Y G"GC -I I CTE _L I-:_SG'4 4••+^�,^cR �s ___4� GECG I :� 1z - �T .v., CEOC r_; rIP �Y = i, t— 1 t j _ECO ' V1NYL-EACKF`. c:1 ,— I \ 2l CIA I i i n-• C. I i r c�-N I CECC :ti O ,i ( C A R , ! \Q \ i I I -, 1 26 G4 PRE!:IN!5�4=D cTEEL FTA^'- EKY CECC STEEL 50F=I T P41NEL5 } O B'YLD!NG SYSTE`,'5 �yI AL tm{ CsL STC = - PC.'VT -455=r✓ L^�` ik)I r ' +j G `GCS` - .. .. _. .. .- - r '_-.�`r— -4--_4-w,.--•�..ww,- �.,r-.M-.^4.Swr--�+nP-.-+.-�.+.+. Y. -v __fit -�.�r:_.=�+-•- .�..r+a„�.-.+• f 'Awe-�..• M•.._:t .•.-.N w +T _. 1 1 i/R✓s-°{y l�'T'l' OVE!Z-"-. 4`. GLcL:V GRA'✓E.L .4 v }� E^�D'w'A.LL ROCS �- �/ EEA" G!RT 5Y G"GC -I I CTE _L I-:_SG'4 4••+^�,^cR �s ___4� GECG I :� 1z - �T .v., _ Lit - -7- c:1 ,— I \ 2l CIA i i n-• C. i r c�-N I :ti O ,i ( C A R , ! i i I 0�1 i _ Lit - -7- w X1� I� i ' 2 Chi- I < f 71"4CTILE EXIT 51G^N �l plj1 EUILDiNG INTER'OR `II I --h- - w i INTEr2NATION4L Of { ACC; 5SIE'.IL1 T Y SIGN 5: W CCCR L4NDINCs 4RE4 TO EE OR 4.C, FAV'NGY W' i t•1 I` AXiP1U" SL_CF'- NCT t-!cRE: 'L1114N i/d' FUER FOOT _ t I DA. 1 L c Q. �i NT3 a i !I EXiT DOGM, P_177=1r__Slf" t.T 5 1. ALL EXIT CC^RS 5�+ALL E- CF'=_N45LE RGM T�»E :'NS'Dr 0',4o'UT ° C� TPE USE c= A K=r, 6FECi41- <NOUJLE:DGE OR EP=CRT. 1e, V. 2. DOOR,tlA'FDt4R4 ` w4LL CON --Cr--".. TO C5C SECTipN ICO°.ia 4ND 5E fICJNTE� El=_ TU.7tz;EN 3441 `` 44" 46Cv THE F'NISF4EID tLCC';z, DCOR i-+AFDW4cti e"4_1L PE S1NG-'_E-'cF-0;I2T LEVER TYi-E i44IC DWAR=_ C01;=05" iiNG TO CBG I} -404.2'' AND NOT F,_=cJ'.RiNG TIG4r GRASF'NG, Fi'ICN1NCs CR TW15T!N5 C= TEJ WIKZc S'. TO CFEk'4T=, Ln 3 LEER OF LEVER -ACTUATED LATC"=S CQ LCCKS S,-�A C:f �> j LL 6� OUPV=D 1-11 Ti -4 A FE TURN W'TIo^ OC, rile- i -p R^.t F•rx9 } f. CC.� TO ✓ENT a 4,)t C4TG�Ihr.-s C`1 -1 Pm- CLO7:4i1iG CF F:�RSCtiS /l R•''ICz EC=R S5. e-.''� Q +1 f9 1 A. Tr1= _E-:CTTC"'1 IC" 0= 4LL COOF:5 6W/ALL i.44VE A et -loo!,; -4' ell � .19 . U )^ `c C SUS AC= TC ALLCuJ TiJ= D'pCR TC >✓= C E'�iED i L+9 C) N,NT RC1m Q u EY A Ww`__„Nl.• FCC` ._ 1,�C'UT GK»..uING C CR;z N, ,a 4{I N. {u4z4RGt:S CONDIT;CN. CEG f15-4J4.2.1G. � 5. THc MAXI!"!JM E='C• "r R=OUifZ'rD TO OPEN CCORS (07s4ER THAN -- F1rE DOORB) S�J4LL NCT EXCEED 5 LES C'C I!a-404.2p E I' G! u S 5_L BE , LEG+ 4�_ cYt TO. 45 F G':1R fJ EY CBC S'rCT:CN 101",G. S+e-SNB LSI 1 t_4 /:om 4L L GF'AC= LEVEL EXIT DC -CRS 6�44LL PE CN` lN5 E U.II.TF4'AGTiLE EXIT 51GNG! E =07` GE' -ACE LEVEL EXITS U iT::C::T r:Ah GR 5'A'.R ttAY CCNGOF: •',INr T a -r- C -El- N !C1i,d. C-iGNS S! -=4L!_ aE � iCuNT� -T SEN 4Q., 4ND ea" A -=, '"C B� I W SIGN TG CBG i'!5 -7C3.3, ITE' , 1 - AL L 4CCESSIE_E ENTRANCE=S 944ALL 5= iDENT;F;El 4T -,J= C 41�'C' I II I^ T •� In ,': ..t C.n /' ec.' , +•v XT T 'C J. N AN ;N, N T N... � T Ca /'• GC/' 7 •T G ON _ L. 4 L L E, C POST^% _"D,AG;N TO ':•[F DCC@ 47 C -O" A?^VE T F+C 'W/4_KING SJ�d;Gc � � ..I... E i _.. .... .. .. ,-J ( r I" U 7_ X ca kit U U ll i9 m C I L! U h ..7 iCAG E• N!7, T C.:,i 4 c. 4 fia. ' c 3. CIVIL« GF C ALM - SHEET ' OF I 1 6C05i62-6S _ 1> STUDS V24" O.C. I CANCF'r I5 DE5'C:'ti_C TO supFORr SIGN l C!G-- hiCs NC7 i"SC-ZS t.-tA- 25 Lp5 FRE LINEAL rOCT 20 GA MCELRO`- 'MAC GIRT' iRLIN'e t. LOGAt!CN5 a - •12! Y 1 , PGAL / ��- CECO "LOCKS STEEL FASGIA j FANE'L5 2 - 14005250-a +. I ' /^;'� d - «;2/+•i , Ln i 1.x\4-•2 d-•;2 I i \ i G!4T BY � f • •, j -- I e •g yl C DECO • _ - • �20 GA F P F I51_ED 26 6C4 1==;==!N151•4ED I 5CX SILL TRI", •.2RtiW \ _ trI5,...,'vrs 5-GESG 1 6TEEL"FAtiE-5 1 i , TiRAC TC STUD~--�� EA S!CE I rcOC+`250-54. EQ SFI ICE PER i DETAIL 1 f' GI�rTER BY" EAVE B`' GEGC h I - B --5101 G BY CECO Z-GIR Y CECC 'J ,ff 1 ! I ? NOTE. CANCr" IS DESICzNED rt0 SI:FaCR' SIGN 11c'IG-t;Iti/s N T ^";^i�' Tr AT 25 LB5 FRE LINEAL . OOT v� SI`''PSON LSC +< '' • � _____2C CsA ....FERC,. `!"'AC GIRT, GLI2/ ` rv- 97 \✓ \ eL;e'UR-INS 6 LCCATIC'tS 5�'OwN' (TGTAL e) r I . f � — TvPv /. L N I .ECC "LGcXSwaM" G _ AT / ,, ,♦ �\ :�\ 24 GA cRr�'N ,cI;EC j EAr= i ST=cL FASCIA ! 5CY wv\ � 1..,W74_�f C eI ,!5! : :3 ' s � � L30 CLiR' i• 1 1 ,,� p B" CEca" IF [v! 4 •:2 5C w5 ', ! ' SOX S'LL fR,M 26 GA F'R F'N!5 E✓ I— \5'CING EY CECO STEEL C-07PIT PANEL 5 I I 1 O EC ' E^ --3-t .K --- DE TAIL 1 12COSIF�2-54 StuCS � � h005IE:2-E�8 STUi$ � �-I2GCS!rc?-Sd 8TL'GS 24" O.C. 2d,. D.C. G /- I^ C, i T tFRI C CreY A.. � � �r11 i► r CECO. !E_ BJTLEIR- tDRAI }1t S B EE"' 2B ---- ----^- FIELD iN57. ALLEC ;=-q4-:!NG A5 NOTED kA -1 FIELD INSTALLED 5UF`=CR7 ; I fil LIGHT GAUGE V!. �A - r -R4' -!E AT 4 _C" O.G. 1 1 I -------�----------------L�:_ _�----- -��- �St I ! EECONDAFcl' STr UCTUK:AL P!tMBrR By i� +•� i "- — — — CEf�O SEE 5UTLER DPAWIN\Se 5L4 -=ET 28 ,NSTALED FRA^;I-S AS Y Ux"ti1 F;c�C !rS"ALL_ G4:*O�^TED 9/IF,•"C � • Q ,�� T ! L ._ i I 3625 -- � ` L 1 y/, X 1 1/2 X AtiGLE GAyJP Fi.?A!-(^ 4 TO" FLANGE ! NO'.' 5�- OWN • i FCR 0.-_ 31 _5 / GL AR;TY ;2005300 -QT I ,T. t-e.vw..-1w. -yr www�a.n,icm,++'•na .. �w.h.— ...}. ,. NTS /`jfj] Mn 10, 3 - ••< SCRE'1'S EAC4: i IEADE:C TC EAG STUD (TCTA._ b) -' 1r--- • 2 1� C.C. ..NTS 2 - •I2 1 Tl'FIGA- ! I I -;FACER TO U -I SPLIGI FER CUT FLANCsES 4ND TURN DOUs 'WEB CZ AS 51••IONW �, f StCR=F¢O�iT EAC, END OF Gr ,_NINCs NT5 cucF:ORT;NG r"TMBER E_ -----as 5�cw� ELs�w�ERE NTS . I- • 2 5CRCt:J A` EACH v vE Of TKACK O EAG+ -I SrUV ("t P!CALJ ""r -P TO MAIC" 5 JD5 G '+I T! 1 IY , FIT AT S�LIGc �J I NT8 I 1 iii 11 /2b i! GAP 1 !! ' I I SIZE TO MAT STUDS. 5EE _ EA C, UC I jl I i f 20 GA, 1''GELRO-1' 'MAG. GIRT' TOP AND 50TTO' I. II STUCCO ON IUiUL Ii I 2-•I2 AT EA, STUD 11 I F'B R 6!DINCz E? .EGO STUDS 24' O.C. O, IZ' 1 hCOTi2?1-33 TRACK { I' ! I , I DETAIL SECTION AT FRAMs NTS .x EA SICF TO STUD. Z TYFCAL AT EA. U I i I END Cr 5LLJ 1 I I I LY I oil1 I STUDS C 24" C.C.•- I Via,{ 0 i 1 GIRT E'?' CECO r: OR G A5 N ccGURs from ; >4 U. I ') \'?" fNV_RTED TOE' ?RAC. SYCT'CN W;T{4 Q - 0I2 5CREWS CN t L1Ct;-I7GA'L;GE C. ,GS NC'ED\ f XXXT S-' /S / EED 3/5"m X 3'4" LONG v ""FyGN TEN- ND i!'N[ ?------- SGREt:1'' A1,,tCI-+CF;5 s 32" Cr. MltilMuM G� 2 ANc�^e FSR i RAC : 550T ICN WIT" ONE EN i' wopw p Ai IL . NTS 3 - •'.2 EA-%' STUD TO GIRT 3 - •12 E4.S'Ui✓� TO 4 LE ANGLE _eel AIL r •-?, Vin; Q p i N STI;^5 0 24" 1 V'11 II F>GCS'�a2-65' STU✓S X24" O.G. ` 2 - •;2ti G5Xi27/C,R Cs'RT r;: F50ti TS!S TCF' If E C. MAX - G i OF MII TY=lC,4L ALL CORNERS mi ,I o oma. Q C� OUT C= 4 F c ► ; -- , 10 lo r 77 L7 J L A L 1 IF el -45114r I -P, . #I# I +�� � �'� ��� �i� DCCRs. 7 L , , , , _2,- F:R14-!,;= TfE TC'r,4'- GCNTiNUCuS #�# #fit ' f #'# #!# #!# { �!� #i# �!� 44 X TT - ------ 171- #f# #I# ' �!� �� RA;"� DGIL'� EDCsE #�# c= SLAZ AT R.U. ' # t j�DCCcg. 7� c 4 (-n d L T p r ei bl.2 r A I'A '7 1 61.2 L2 v 1.� 1 (6 4 75 i. 512 1 E)U - X'-tL- -c ANC�407Z ROD AND MOLT KE -:Y C.0011 FOLNDATION DrzS,'C-;N 15 DASED a-4 N1r<>rZ*1AT10N1 r-7WV1r:)ED MY CECO MUILDNS SYSTEMS FOR VIJILDN.�:- NO 15 -e -C,1142-1 CONT-tZACTOR &PALL Vl-:Rrf--Y ALL ANC+�, I E30LT Culms, ANCk4OR MOLT LOCATIONS AND Dt-i �1. 4510,4$ WtTH PLANS BY CUILDWz MANIX-ACTUFZZER f'MiOr, TO CANS TZUCTION. S-A, 50 T k 4T 5159`0 WE:De.2$= STRO�IGE: T", P!' 'r! `<XX ECLT'' CR V --k 4 /--,:;Z 4 4Nc W E PST UFE E N TYFr 2 ANCHOR ANS).4--IR LeN(�; L44LL e7 45 FzE:;::U!cZ1--D To 4" Tyr -m I ANCpor, E"15 -ED -ENT INTO CCNVR="TE AND FRe-,'JECTiCIN A15 RZICNWIWED r5Y f! 5 W j DI''r".tiUNS7,4LLATiCN SW4' I CONFCI:��- ;�,i Ti�-i ANCi40r-7'-c ir-C L15T NG5-- 15 RE -00R= -D. 0 01 -A� Z (y �;�'0 1/4" 'C" N4 12" A S-A, 50 T k 4T 5159`0 WE:De.2$= STRO�IGE: T", P!' 'r! `<XX ECLT'' CR V --k 4 /--,:;Z 4 4Nc W E PST UFE E N TYFr 2 ANCHOR ANS).4--IR LeN(�; L44LL e7 45 FzE:;::U!cZ1--D To 4" Tyr -m I ANCpor, E"15 -ED -ENT INTO CCNVR="TE AND FRe-,'JECTiCIN A15 RZICNWIWED r5Y f! 5 W j DI''r".tiUNS7,4LLATiCN SW4' I CONFCI:��- ;�,i Ti�-i ANCi40r-7'-c ir-C L15T NG5-- 15 RE -00R= -D. 0 01 77- SCALE: SHLEET 7-7-7- TITLE- GUDGEEL Dr=V=-L0FM:b---'NTs CL. SHr=LL DUILDINC-- 05 1 1.017ESiGA /',REMSV4S; C 621:'� ENTLMr, 4V=-, C441CO, CA r5 -242f DATE MARK -f &PIE DATE: CRANDALL%N1 ot"=OUNF�O)A ION PLAN 1 4r35V PONDEROtA WAY all IT "mewm" c 31 'i P.O. Cox CUE"NT c: \1 i-ers\P1tj-5e'\'7 C -U=*"' WNSTRJCTION t!!DPAMATTS, CA V5341-5 11VIL CUCGE'L 5 3 6\9DG PHON,17: 209—f?0S0--4044 FAX: 20S-960-470,4 629 ENTLER Ate. 1BOX US,c SN\037A -W,RK d�g gr- 041CO, CA er.?SW Jop- NO: PHOS 1/17 1,: E: (aBO) 624 -IS OF 01 1 -A� Z (y �;�'0 77- SCALE: SHLEET 7-7-7- TITLE- GUDGEEL Dr=V=-L0FM:b---'NTs CL. SHr=LL DUILDINC-- 05 1 1.017ESiGA /',REMSV4S; C 621:'� ENTLMr, 4V=-, C441CO, CA r5 -242f DATE MARK -f &PIE DATE: CRANDALL%N1 ot"=OUNF�O)A ION PLAN 1 4r35V PONDEROtA WAY all IT "mewm" c 31 'i P.O. Cox CUE"NT c: \1 i-ers\P1tj-5e'\'7 C -U=*"' WNSTRJCTION t!!DPAMATTS, CA V5341-5 11VIL CUCGE'L 5 3 6\9DG PHON,17: 209—f?0S0--4044 FAX: 20S-960-470,4 629 ENTLER Ate. 1BOX US,c SN\037A -W,RK d�g gr- 041CO, CA er.?SW Jop- NO: PHOS 1/17 1,: E: (aBO) 624 -IS OF 01 1 Co" EXTERIOR GCNGRET=_ 51 Ae PER SITE PLAN ANC -HCR 5OLT5 OR ANCHOR RS AS NOTED CN FpUND4'T CN P=LAN 4" CONCRETE &LAS WIT+4 FIB?=F''ESH RcfNFCRCLNG C!! - I I-1 \2" SAND/ e, P^!L ViSaUEEN JAL OVER 4" CLEAN GRAVEL (Y4-1 4"z GRAVEL EAS= �3�--{ 8r1= SECTION, NX812 FOR CONSTRICTION JOINT DETAILS G_� D I TCF �-,1 ( EoTTo", �,N'--_ l 2-04 CONT � i CONT. __l i1. '-�-- L' -C ��3-•4 CC"�}T i 2-•4 CONT I OEC i IaNG 1 4NGI4OR EC"TS OR 41j A"vC�+C@ RC DS 45 NOTED A I ON Fo 1`DAT1^N FL4N t cc�GR_Tc Sime � 1 PER 5!T'� FLA•V i � I I 4" CC-\ rR.TE SLAB lll+T '' i F!5_R;1�Eu cE;'N=0RC1!NG- I ^I �; ,'� � � } ?x•' :fir>�iy �{�iF'.'` - � i -ti 1 c 1.' � � h'Y` 5 If` 1 2r 4" G: CAN, GRAVEL TAR: .r._E ! --1 - i t -_-, TI , I _�'' I_�.�;..1 � UtiDIS��RBED EAR; - in I �� 1 1 ' 5 El-tiCTIG'N "12 FOR: CONvT TION JOINT DETAiLS 5� FsT!O'v i� A i E V TCc R�1�'e 1 ECT.TO- G=114= 3-0- CCN��2-•4 CUNT----- , R�IfN .^i<Gt�Nv FFO"" A1NCi--vimB./1.- O T„ OK oC_ '.N(•..f ,R -..C FFR"'E'E i cCCTiVG lz J c ."_S v�'r CN J �✓ CONTIti",.✓JS /'=CuN A'• , f r'L4+!N TNRC��G i 'rF.`? !` I r / _ •a i'ccG`-+^ T!'"S (70'! 41 F^,cT,G S12 d EAR) CC`Y'!NUOUB I ACc,-_ 55 5U' .. NG _� w'? H h` EXTER.CR \\ + GC'NCrccTE 5_45 SCR '� FLAN V cc` sT. JONT K 4—>c- v —I •+ 1 •-.. Z' 4''��''v. meq, r�..ti .-.y�j1"s+.�p. • •-T • • • • 'p i ! I - -j � > .K Z', � i.�, ! � .,(' '�"s--cK p"' J 4 i. ;fid 1 S'•`-� � 1 , i' 0); 54ND/ i; 'r iL v!S^:EEN CVER 4' CLEAN CRAVE' iI i i I `04 % c2 TOTAL 9IT EQ 5='AG'N;G- f fy. TC5 4 5^ o'i ol 8 3'-4' j \ UADiSt R >Ev EARTr rrse`1 Rc!NcGRC!NCz FRCM ANC+40R BCLTS OR ANCH40R PERI"ETER 80,1.5 AS NOTED ON CCNT!NU�JS FOUNDAtiCN !-LAN T:{ROiJGIm4 FR -4'^E ' 2+ 2 - 04 PRANE T:'E5 (TOTAL FOOTING OF 4 BAR) CONt1NL'OUS i! ACROSS EUILD1NG 4" CONCRETE 5!-45 U:'TL4 Eo" EXTERIOR 1 FiE'ER"ES+� REiNFC<CIr:C, CONCRETE 5LAB i FER S;TS PL4N ! CONST. JOINT I � bid ! + I I .tt {�. Y� 1. �-.'t � r ' �t t { �, � j, •+t; • •� • • • � �F•S++ • . 'j ,,-_____._� � _ I 1 '_ii i 211 SAND/ 6 `^!L VISOUEEN I , } i - i t ` ! G`rR aft CLEAN GRAVEL I 17 II ' iii �Y I 1 I ; i'- •a X i 2" TOTAL 'O EQ S�asi,fs _ _ I TO r t P_CTTC`' 8" 3� SECTION A'NCi;CR 5CLT5 CR ANCHOR PSR ETER FCO'ING `� / RC) D5 A5 NOTED ON CCN T INU0US- FCUr lDA"'C �, Ati { 4' CO'NCFLTE- SLAS k;:!TF- E°" EXTERIOR i.a RE N P�^t GL ir FLAN f Cr"�t5'. JO'tiT S d"'• r L i ` Y i - 5 - •4 Y. Q;v^.f1' i n ° I _- I - \�2' SAND/ h �iL -A^� OVE4" GL G EL R ! ' 41 y� 04 X 42" TOTAL e, E EO SP4CiN!r3 Al - 5 _ ,4 i, �2•, ,,f I i �\ rang �',, FC�"V.^.A'IC'N ALAN \ �• ZIiI fi�� 'ii/ `�� PG'JKcED w!Tu FCO'"N� ' Go�\sr. cONsTRJc 7 1C1i JC!NT_ C;: jASK CCN: = Ci_ J07NT +F i "5 PSK -4,-Z TIE`: (TO -74'_ �� O>• 4 54R) CC'NT1h'JC:!5 DETAIL H. rrr51. •4` SG 4CR EOL T 5 OR A`:C+4CR \ R1,7'D5 A5 NOTED ON �� � � F^�"tiC•YI=: ; fC'`1 PLAN ,�,�"/, 46, ` % •�J % , � ; / / / ,� pCRTAL FRAM=_ A'NCi-?CR ECLTS OR RODS AS NOTED:ON FOUNDATION fiLAN CONSTRUG'ICN ,G(N, • r-RAME t FOR,, AL CRACK GCN?ROL JOINT `� FRAf 1E BASE POURED 2 - "I- FRA!•''E i iE5 eTC'ALSLAB PCuFiED ON TCP OP 4 EAR) GGNT'N..UC'Jc '� -/(�,' "'} �r \CF•, FOOTING WITH CONST. A RC� ...u-,-DitN.s �t S Dr'TAIL 1 •4 s E4H+ rcN . A C, r-\ i`\ =ERIN;E—ER FC0'INeS 4NC+40�: BOLTS LOCATED/\' INSIDE C= REIN=CRC!tiG ! � I o T, :IL R4'" F` EDGE O^ 51-45 AS AT R.J. DOCR o�E�!NGS WPERE REa'D C m� I I � Lf •.' � 5Y 7 .t',k. FOOTING A5 REaJ'RED / DETAIL M NT5 �1_71 cvl , -I I j OPTION 01 SLAB AND P'R'IrETEr� FCQTI"irs POUR=D ^'CNOLftHIGALLti'. CONS?RJGTICN TCf' aAF",!Ec T JCIN' /E°E`+i 45 A/ I_ � I I (r t 1 ----- `v '"- LOCATE ONE 54FZ L..'TH!N 6" C= EA AE OPTION "Z SL45 4ND FES '-'_TE+t F✓✓Ti"`{�s PCJR:ED SE�AR°AT;L7. CONTRACTOR MAY C4400,0;-!-: F-ITPM-P.. OPTION FOR. C IN5TFZJCTiON OF VJILDIN* lERZiMrTEP r-OOTIMS5 DETAIL � we i. W" 1 u� I 0) LL I 4 f K) « Y 0 CL 0 co Inc M J 101 �" f ttl4 J U �► � 0 7 x N i• � Z ` a J � U LU lu J n�� LU�UtL 1 V •i XALE: - f JOO NO: �C2p V 7 lir C3 " 'CIVIL F�~/ SHEET '�. OF 1/2- FGA^'E t f=CRTA� V f f i ! U T I-1 UTI-+ FCC 'I'NG-\ I A'NC-- R BO' T$ CR AN :"OK. \`\ ! RCD5 AS N0 D ON VIM w: / , . {,> � ^ti +• 141 1 ., . ♦ ..,N > I T E TOTAL � f' •. EARN GOti'•'t•�,J.^�t�� METAL rn5 �1 A:INCHOR BOL 5 CR, ROD5 445 NCTEG CN -_- _ SLAB F'CJR:' ✓N TCF' ���tt1, - 3 - •d IN C= FCOTItiGs W;TP CONST. C'' PElR`,ETER FCOTING JCiNT SOTTC,, c_G,= f9 4" i �4' AIL �J Nf'S:I. ` •4 s E4H+ rcN . A C, r-\ i`\ =ERIN;E—ER FC0'INeS 4NC+40�: BOLTS LOCATED/\' INSIDE C= REIN=CRC!tiG ! � I o T, :IL R4'" F` EDGE O^ 51-45 AS AT R.J. DOCR o�E�!NGS WPERE REa'D C m� I I � Lf •.' � 5Y 7 .t',k. FOOTING A5 REaJ'RED / DETAIL M NT5 �1_71 cvl , -I I j OPTION 01 SLAB AND P'R'IrETEr� FCQTI"irs POUR=D ^'CNOLftHIGALLti'. CONS?RJGTICN TCf' aAF",!Ec T JCIN' /E°E`+i 45 A/ I_ � I I (r t 1 ----- `v '"- LOCATE ONE 54FZ L..'TH!N 6" C= EA AE OPTION "Z SL45 4ND FES '-'_TE+t F✓✓Ti"`{�s PCJR:ED SE�AR°AT;L7. CONTRACTOR MAY C4400,0;-!-: F-ITPM-P.. OPTION FOR. C IN5TFZJCTiON OF VJILDIN* lERZiMrTEP r-OOTIMS5 DETAIL � we i. W" 1 u� I 0) LL I 4 f K) « Y 0 CL 0 co Inc M J 101 �" f ttl4 J U �► � 0 7 x N i• � Z ` a J � U LU lu J n�� LU�UtL 1 V •i XALE: - f JOO NO: �C2p V 7 lir C3 " 'CIVIL F�~/ SHEET '�. OF CRACK CONTROL JOINT = 'uF 2 +/2" LEEP Sd vCuT OR COLD •CI:N` IN r Gc\GRETE AT CCN R4C CR'S C-T;CN f f i ! . {,> � ^ti +• 141 1 ., . ♦ ..,N > I T E TOTAL � f' •. EARN GOti'•'t•�,J.^�t�� METAL rn5 �1 •4 s E4H+ rcN . A C, r-\ i`\ =ERIN;E—ER FC0'INeS 4NC+40�: BOLTS LOCATED/\' INSIDE C= REIN=CRC!tiG ! � I o T, :IL R4'" F` EDGE O^ 51-45 AS AT R.J. DOCR o�E�!NGS WPERE REa'D C m� I I � Lf •.' � 5Y 7 .t',k. FOOTING A5 REaJ'RED / DETAIL M NT5 �1_71 cvl , -I I j OPTION 01 SLAB AND P'R'IrETEr� FCQTI"irs POUR=D ^'CNOLftHIGALLti'. CONS?RJGTICN TCf' aAF",!Ec T JCIN' /E°E`+i 45 A/ I_ � I I (r t 1 ----- `v '"- LOCATE ONE 54FZ L..'TH!N 6" C= EA AE OPTION "Z SL45 4ND FES '-'_TE+t F✓✓Ti"`{�s PCJR:ED SE�AR°AT;L7. CONTRACTOR MAY C4400,0;-!-: F-ITPM-P.. OPTION FOR. C IN5TFZJCTiON OF VJILDIN* lERZiMrTEP r-OOTIMS5 DETAIL � we i. W" 1 u� I 0) LL I 4 f K) « Y 0 CL 0 co Inc M J 101 �" f ttl4 J U �► � 0 7 x N i• � Z ` a J � U LU lu J n�� LU�UtL 1 V •i XALE: - f JOO NO: �C2p V 7 lir C3 " 'CIVIL F�~/ SHEET '�. OF 0— (I'M ICDA tOQA e-00 AM71 D!5:. 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SEP? il- Q/ 4 - I V, T4S.4N ro •-N�FL 4 2`6 MVC 97 Ti"4 2-'# 4 07 C --ND W!,d 02 r4i4 4 1r N n T f,& --4, 1-, PVC SQqb W1 4 07 *1-:w t I TJLJ,4 Cs r7 j 'ro e4jp F. ` F: am E PIA: GOND uji A - 12 -1 k_,:w 9 1 N:, '"LAN Tc Skis: PANS'-_ r V* PVS C•CNID I.L;? A . -7 Ti. « 4 1 '6 T tNN Cid^ h J TO G 2`4 F"VC CON7D U;/ .4 - 07 'WW A 1 '69- TLJLJN rc yeti T,- 0-- c, sic - "2 rv"tAU C0tv-S=7 CA WQS V r_L4,-.w' M"o X 20' �5AR ENC45EP IN CONN-Q-ETE TITLE: CRANDALL EN1.1GINITH-EHRING 4958 POMVEROS-A WAY P.O. BOX 124 CLIENT 4. lw�C � _ _ a ry' cV L4v LAV s. CAF= AT V, e r L L PETAL VE �2Tt:C4_ L11=_T VEN7 NT15 .519 C-rUDC,T17.L 0E-:VML071*"MNT-. COLD 644MLL BUILDING- C,-,2'3 r=NTLr_--R AVF-, C�41CO, CA t�S42& U t IL I T*'�r FLA 1R"": lr.y'�S, C/� .43 u C-iLIDGEL CONSTRUCTION FHOWIE: 203-9e(1-4844 FAX: 2OS-RCC-4744 629-ENTLER AVE. 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