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HomeMy WebLinkAboutB16-2903 000-000-000A guilder/Contractor Responsibilities Drowina 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 Acgeptanc 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. BuildingErectign - The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, braces, false work or other elements required for erection will be determined, furnished and installed by the erector (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) BUILDING DESCRIPTIONS Building ID Width Len th Hei ht Slope Building A 120'-0 1. 80-0 I 1.1, 2:12 '}"0 A325 BOLT GRIP TABLE GRIP LENGTH BOLT LENGTH NOTE: FULL ENGAGEMENT SREA DEDEMED TO 0 TO 9/16" 1 1/4" F.T. HAVE BEEN MET WHEN THE END OF THE BOLT IS FLUSH Over 9/16" TO 1 1/16" 1 3/4" F.T. VV1TH 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"WGRIP SHER REQUIRED ONLY WHEN SPECIFIED. SHER MAY BE LOCATED UNDER HEAD Over 1 13/16" TO 2 1/16 2 3/4" BOLT, UNDER NUT, OR AT BOTH AT LOCATIONS OF BOLTS LONGER THAN 2 3/4" LOCATIONS NOTED ON ERECTION DRAWINGS. ADD 5/32" FOR EACH WASHER TO NOTED ON ERECTION DRAWINGS MATERIAL THICKNESS TO DETERMINE GRIP. PT nFNnTES FULLY THREADED ENGINEERING DESIGN CRITERIA ,ARCO BUILDING SYSTEMS 2714 S. GARFIELD RD., AIRWAY HEIGHTS, WA 99001 PHONE (844) 840-4603 i Building Code2013 CALIFORNIA Building Risk Category ............ Normal (Risk Category II) Roof Dead Load 2,50 psf Superimposed .... " 3.50 psf Collateral (0.00 psf Ceding 3.50 psf Other)20.00 psf reduction allowed Roof Live Load .................... Wind Ultimate Wind Speed (Vult) ... 110.00 mph Nominal Wind Speed (Vasd) .... 85 mph CIBC section 1609,3,1) Serviceability Wind Speed .... 72�mph Wind Exposure Cate cry .. Internal Pressure Coef (GCpI) 0.1�/-0. I8 Loads for components not provided by building manufacturer Corner Areas (within 7.20' of corner) 25.08 psf pressure -33.44 psf suction Other Areas 25.08 psf pressure -27.17 psf suction These Componentsewithethe Largeraximum areas mayues haveetowerdwinded on a 10 sq ft area, Loads. Seismic Set sm I c Importance Factor < Ie) 1D.00 Rafters Seismic Design Category .•••.. D Stiff Soll Panels 60 Soil Site Class .....••"""' 0.580 g Sds ..,,. 0.517 g Ss ........................... 0.267 gg S1 ,., •••• Shc ..... 0.332 g Force ur .......... E uivalent Lateral Analysis Procedure ,.,.,,...•• q SWA & SWC Column Line 1-4 Basic Force Resisting System C4 B3 3.25 Response Modification Coefficient (R) 3.50 Coefficient (Cs) 0.148 0.159 Seismic Response Design Base Shear in kips (V) 11.54 ASCE 7-10 Table 12.46 12.2-1) Basic Structural System (from B3 - Ordinary Steel Concentrically Braced Frame C4 - Ordinary Steel Moment Frame E7 DEFLECTION CRITERIA The material supplled by the manufacturer has been designed with the may fottowing minimum onfactualntoadtanda, The actuat deflection actual member length. BUILDING DEFLECTION LIMITS...i BLDG -A Roof Limits Rafters Purlins 150 Panels 60 Live L/180 180 180 60 Snow L/ Serviceability Wind L/ 120 180 60 60 Total Gravity L/ 120 N/A N/A 60 Total Uplift L/ o E7 Endwall BLDGA WALLEWB Frame Limits Sldeessway Portal Frame Sidesway Live H/ 60 60 E10 Snow H/ Serviceability Wind H/ 40 Ell -E14 40 Seismic Drift H/ Service -Level Crane H/ 100 Connection Detail 60 Portal Service Wind H/ NIA 60 w R1 -R4 Total Gravity H/ 40 R5 -R14 40 Service Seismic H/ R15 Trim Profiles o Wall Limits Limit 60 51 k p Total Wind Panels L/ n p W inLi ose' Toto. IWindTotal Wind EWrts Columns L/ 120 N m o toor a .c The Service Seismic limit as shown here is at service level loads, 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 Specification for Structural Joints Using ASTM A325 or A490 Bolts, December 31, 2009. Pre- Tensioning can be accomplished by using the turn -of -nut method of tightening, calibrated wrench, twist off type tension Inspectincontrol Agency and Builldingdirect Official.indicator InstallatIoncInspecte to the requirementsfor Pre -Tensioned ,Joints (Spec Iflcatlon 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 from members conform to ASTM A529, ASTM A572, ASTM A3011 SS, or ASTM ASO11 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 knoASTM ecA500cgrademto ASTM B, Mi nlmum6yieldmum. Hollowstructural shapes conformt point Is 42 ksi for round HSS and 46 ksl 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 A6653 SSPPO20/G40.21 orGrade 55, or ASTM A653 HSLAS Grade 55 Class 1 minimum SIAIG40Int of lequFor ivalent�n, material properties conform toCANA Design criteria as noted Is as given within order documents and Isnpplled 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 chitect gineerr of Recordfor pirtheroverallect wconstructionor an rproject,and/or En Using 7'X7' eave 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 30' feet with the first downspout from both ends of the gutter run within 1'2' feet of the end. Downspout spacing that does not exceed the maximum spacing will be In compliance with the bullding code, Ise desIgnedand to accommodateout y3t3m1n/has rrrfacturer aInfaI,I IntensItvided by the y X-Bracing is to be installed to a taut condition with all slack removed. Do not tighten beyond this state. Design criteria as noted Is as given within order documents and emodel lncodeeand/oraccordance icationthe indicated. Neitherstheons of th manufacturer nor the certifying englneer declares or attests that the loads as designated are proper for local provisions that may applor for site specific parameters, The design criteria Is giyf iforrtheroverallect wnei constructionor an rchitect project,and/or Enneer oRecord The design 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 heavllyy concentrated for dby spes.oad in liof cennseduengineerall useingaccounted concentrated loads and may require separate support members within the roof system. This metal bullding system Is designed as enclosed. All exterior cornPonents (I . e. doors, w t ndows, vents, etc.) must be designed to withstand the specified wind loading for the design of components and cladding in accordance with the specified bullding code. Doors are to be closed when a maximum of 50% of design wind velocity Is reached. The rigid frame at building A sides Grid 1 and Grid 4 are designed as a non -expandable rigid frame. Correspondingg frame reactions are calculated based upon actual trlbutary area. Framed openinggs, walk doors, and open areas shall be located In the bay and elevatlon as shown In the erection drawings. The cutting or removal of guts 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. Drawing Index Cover Sheet Page Description Primary Steel BLDGA E3 m Ft Anchor Rod Roof Sheeting F2 Anchor Rod Details Sidewall BLDGA WALLSWA F3 -F4 Reaction Drawings Sidewall BLDGA WALLSWC E1 Cover Sheet E2 Primary Steel BLDGA E3 Roof Framing BLDGA o E4 Roof Sheeting a ES Sidewall BLDGA WALLSWA U � E6 Sidewall BLDGA WALLSWC o E7 Endwall BLDGA WALLEWB ® ❑ E8 Endwall BLDGA WALLEWD E9 Partition BLDGA WALLPL1 E10 Partition BLDGA WALLPL2 Ell -E14 Main Frame Cross Sections E15 Connection Detail w n N w R1 -R4 Erection Guides o R5 -R14 Construction Drawings a L° R15 Trim Profiles o o rn 51 k �--� P r g � 3 0 �n UN J �d W¢UJI Ak 6,EW-za � z mxLdv ® ❑ 2 W w O o 0 U Q o wing 1J L dm0 v h w n N � 4 p O ,C .E Q O a L° N ( ❑❑to o rn p LJ <W a'L)0_J LJ wF n p W inLi ose' in N m o toor a .c or-a¢ ° Sca/e: NOT TO SCALE Drawn by. GPL 11/15/16 Checked by. Project Engineer. SAO Job Number. 15-B-56231 Sheet Number. E1 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. (Neil Bennett Mangold, P.E California P.E. C85924 CIM. �P OFCA10c BUTTE COUNTY DEC 2 9 2016 DEVELOPMENT SERVICES V21�;- 2C1v3 M M < m z f qDD V (7 I n j y n m c� I I I I DI DI (� �I go Ixl— CSW2AD m I CSW8A I � I I A A D pp n m m m CSW3A in W *n N v � � m D Nrn I I I r r CSW7A m O n I I I D 0 Z '0 Z �I m I m I I I o LWA I m I I A I G m I I I I I CSW6A1" �c�l I T I DI I I I �n IWf— CSW5A M =1 a a 03 9 n rn O o I �I D 7D I ' rn^m S "'`('11J v :�O-rnM Ca zOm omz 2 < (ll (Mn :13n Ili m o SVD I \DJJJr rn (n o 'o 3 0 3 0 �° o.- o ? o o ? 0 GARCO BUILDING SYSTEMS 'd o v m m o c m o q Q Q 2714 S. GVRELD RD., AIRWAY HDGH15, WA 99001 o o c n a a 3 S c 4 PHONE (844) 840-4603 Project Name &Location: � Z � rt � o � f � �', � Customer. J h to CJ C mi to n �� ,o .< f0 -U: R, _. S > n a o m C N H v' l v J G STEEL ERECTORS m o 11720 DORI CT PEEKEMA BROTHERS RANCH 905 ALEXANDER AVE a �'� ea o y... = � � m 'co �' o m m D MARYSVILLE CA 95901 JACOB GENTILE GRIDLEY CA 95948 c"* o o 0 ro \ Draw/ng Status: Preliminary ❑ ® For Construction Permit o. a o � (Not For Construction) o, ❑ FApproval For Erector Installation For Conshvctlon) ❑ i a of N A rrl M rn Z C 6— U o m W ft 01a 0 C )rnz �rn 'o` G `d zo Z D ox i En 03 Tn M G n M T CP CP 80'-0 OUT/OUT OF STEEL -2 23'-10 25'-0 28'-10 1'-2 N N W I • I N N NO CD(DcAOZ -P+NOO >>>M NO�aA � ;UCO N N �-H O Z om 3o�3om3o-°� cn P-27 TYP. P-26 TYP. P-25 TYP. n o cn \\\ 8X2.5Z14 (Typ- Y D O 8X2.5Z12 (TIr?.) O O 8X2.5Z12 o + . c' s m + o m m GARCO BUILDING SYSTEMS Revision Dote Descr/p tion By Ck d COm 3 ns� m o sc m m 2 Q 2714 /x\ I I m m o o w c 4 0 o /// a\IN 0,9 p r S G4RRE7D RD., AIRWAY HE7GH15, WA 99001 of o o "0"' a o m 3 0- m � PHONE (844) 840-4603 P-28 \ rtm am m 7 1 y 0 R. a C n n .' _ - f O' \ 8X2.5Z12 2 Customer. Project Name & Location: M m 0 o � <^, 1 0 \ / I m COT -. o cj y J G STEEL ERECTORS PEEKEMA BROTHERS RANCH o o,a mm 3 cct 5 � m '6'5-0-0 r- 11720 DORI CT 905 ALEXANDER AVE �P ,o N m l N W m a F MARYSVILLE CA 95901 (A / \ o — — — — — C80 TYP — — — — — a \\ KBA1 (TYP) m ° S a 3? v // W _ N O \\ // KBA1A Drawing Status: Preliminary ®For Construction Permit I o ` Im a . ur o o N c (Not For Construction) /\ I arn m 0 /� KBA1 B V1 m rm Fw Ap ro vol ❑ (Not For Construction) ❑ For Erector Installation ON, / \ I P-22 w Ci \ 8X2.5Z12 I' `\ 0 \ Li/ N P-22 \ 8X2.5Z12 /1 \ \ / o x o C / \ KBA1C P-23 (') OO P-24 TYP. P-21 TYP. (TYP.)\#K'BAlF 8X2.5Z14 &8X2.5Z1 8X2.5Z12 KBA1D & TYP) KBAlE ( KBA1E TYP D • I N N NO CD(DcAOZ -P+NOO >>>M NO�aA � ;UCO N N �-H O Z om 3o�3om3o-°� cn n o cn o + . c' s m + o m m GARCO BUILDING SYSTEMS Revision Dote Descr/p tion By Ck d COm 3 ns� m o sc m m 2 Q 2714 m m o o Z c 4 P p r S G4RRE7D RD., AIRWAY HE7GH15, WA 99001 o: o o "0"' a o m 3 0- m � PHONE (844) 840-4603 :Tt � rtm am m 7 1 y 0 R. a C n n .' _ - f O' m 2 Customer. Project Name & Location: M m 0 o � <^, 1 0 CAo m COT -. o cj y J G STEEL ERECTORS PEEKEMA BROTHERS RANCH o o,a mm 3 cct 5 � m '6'5-0-0 r- 11720 DORI CT 905 ALEXANDER AVE �P ,o N m l N W m a n MARYSVILLE CA 95901 GRIDLEY CA 95948 O a JACOB GENTILE m ° S a 3? v W Drawing Status: Preliminary ®For Construction Permit Im a . ur o o N (Not For Construction) arn m Fw Ap ro vol ❑ (Not For Construction) ❑ For Erector Installation ROOF SHEETING PLANE 1 PANEL TYPE = PBR (GALVALUME� PANEL OVERHANG = 3 FROM OUTER STEEL UPRO2002 v .3 F1802-1 F797-1 F797-1 DOWNSPOUT LAYOUT [3 REQ'D] * APPROX. DOWNSPOUT LOC. UPRO2001 D F1802-2 F797-1 F797-1 DOWNSPOUT LAYOUT [3 REQ'D] *APPROX. DOWNSPOUT LOC. EWD SWC KEY PLAN SWA EWB NOTE: LTP's (LIGHT TRANSMITTING PANELS) ARE TO BE FIELD LOCATED. DMPR0500J 25'-9} (TYP) I 24'-6 (TYP) I I I I I I I I I I I 34-6 (TYP) I 36'-11 (TYP) I I I 1 I I I I I I I I I I I I I LT/P/1 -0'-8 LTP 10'-8 I I I I I I I I I I I I v I GPR04015; I I I I I I I I I I I I I v I F52 -1C ® 3'-0 O.C. LTP 10'— GPRO401 I I I I I I I I I I I I I I I I I v LTP 10'-8 I I I I GPRO6003 GPRO6004 I I I I I I I I I I I I I I MPRO5002 al Using 7'X7' eave 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 beplaced on the building sidewalk at a spacing not to exceed 30' feet with the first downspout from both ends of the gutter run within 1'2' feet of the end. Downspout spacing that does not exceed the maximum spacing will be in compliance with the building code, The gutter and downspout system as provided by the manufacturer is designed to accommodate 3.3 In/hr rainfall Intensity. MPRO5003 al ROOF SHEETING PLANE 2 ROOF SHEETING PLAN PANEL TYPE = PBR (GALVALUME) PANEL OVERHANG = 3" FROM OUTER STEEL N v 4PRO2002 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE � _ t FRAMED OPENING CLIP TABLE MARK QTY DESCRIPTION HEADER TOP L JAMB TOP R JAMB GIRT TO L JAMB GIRT TO R JAMB BOTTOM L JAMB BOTTOM SILL VERT LIFT R JAMB JAMBS A 1 16'-0 X 16'-6 I I I CL751 CL751 CL751 I CL751 CL753 CL753 I N/A N/A EWD SWC KEY PLAN EWB SWA PBR WALL PANELS PANEL COVERAGE = 3'-0 COLOR - S200 PANEL PKG. REQ'D. = PBS -1 Field Cut Panel and Trim as required per Construction Details C a 17--F V-6116'-0 V-2 28'-10 25'-0 30'-0 d) d) C1G C1E ELEVATION "SWC' \-FIELD LOCATED 7'-6 1 KNOCK -DOWN DOOR C1C FIELD- LOCATEDJ KNOCK -DOWN DOOR 0 6 C1A (1�F46-2CL (1 F46-3CR (3b F46 -1C (4) F2955 -1C F47-2CR F47-1 CL F893-1 0 3'-0 O.C. I I I 0 M U_ I I 8X3.5E14 8X3.5E14 o I 8X3.5E14 (a I SC18 G-3 & G-3 8X2.5Z12 SC18 G-4 / N \ 8X2.5Z12 / I I I GH08 I I I I I / \ a \ / I G- F G-2 \ G-4 3�i EiP 5216 8X2 8X2.5Z16 \\ 8X2.5Z12 I I ol I I OPEN TO 18'-0 (1) F481 1 TO REMAIN OPEN O O G-2 \ I I G-1 I 8X2.5Z16 G F---� 8X2.5Z12X---� I I I 8X2 5Z16 m II i L_ i U LO I I I / / 4&B ? I I x x I I I I // �p \C,Go I I I 00 \\ I v I I I I // I I RA1 V-6116'-0 V-2 28'-10 25'-0 30'-0 d) d) C1G C1E ELEVATION "SWC' \-FIELD LOCATED 7'-6 1 KNOCK -DOWN DOOR C1C FIELD- LOCATEDJ KNOCK -DOWN DOOR 0 6 C1A (1�F46-2CL (1 F46-3CR (3b F46 -1C (4) F2955 -1C F47-2CR F47-1 CL F893-1 0 3'-0 O.C. I I I 0 M U_ I I — I — I o I I I I I I I I I I I I I I I I I I I I I I I i (1) F481 1 1) F481- I I I I I I I I I IIU_ II i L_ i U I I I I ^ I v I I WALL SHEETING ELEVATION "SWC" BLDG "A" PW03001 I �- F406-1 BACKLAP PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE SPLICE BOLT TABLE CONN. QTY. SIZE TYPE HARDENED BEVELED WASHERS WASHERS A (4) } X 1j A325 B&N 8 0 B (2) X 1j A325 B&N 4 0 SWC CI -292— FASTENS BETWEEN THE GIRTS ON EACH SIDE OF THE ENDWALL COLUMNS, AT ALL GIRT ELEVATIONS. REFER TO DETAILS. PBR WALL PANELS PANEL COVERAGE - 3'-0 COLOR = S200 PANEL PKG. REQ'D. = PBS -2 Field Cut Panel and Trim as required per Construction Details EWD EWB 0 APPROXIMATE MEMBER WEIGHTS PART MARK WEIGHT CSW2A 447 CSW3A 695 CSW4A 446 CSW5A 284 C1A 366 C1B 306 R1AA 741 R1AB 107 R1BA 689 R1BB 403 R1BC 120 25'-0 1 23'-4 1 23'-4 1 23'-4 SAG ANGLES 9'-4 6'-4 9'-4 1 7'-9 4'-9 4'-9 7'-9 I H F C1A CSW2A CSW3A 6xj=FLG./0.156x8"=WEB 6+FLG./0.156x0'-10=WEB ONE F84 ® 7'-6 LEFT ONE F84A ® 7'-6 LEFT ONE F84 ® 12'-4 LEFT ONE FB4A ® 12'-4 LEFT ONE FB4 ® 18'-2} LEFT ONE FB4A ® 18'-2} LEFT 0 M w F47- PI F916 -1C (1i F50.2L (21) F50-1 ELEVATION "EWB" ZEE SECTION LAP TABLE SYMBOL LAP LENGTH SYMBOL LAP LENGTH -O' -0j" T 2'-5j" O' -3j" Q> 3'-1 J" 1'-5�' REFER TO CF01122 2'-0 BACKLAP WALL SHEETING ELEVATION "EWB" BLDG "A" dD CSW4A 6xI=FLG. /0.156x8"= WEB dD CSW5A C18 6 x }= FL G. /0.156 x 8"= WEB (4) F2901_1X (1) F50 -3R (34) F50-1 OPEN TO 26'-4 1 TO REMAIN OPEN I F47-1CL PERMIT # BUTTE CpUNTY DEVELOPMENT' SERVICES REVIE1d ED FOR CQC)'- COMPLIANCE DATE Ss �L _ f . ..._ __ _ BY--- A O D z m X N N � M < rn m r r z w M N W m m O � z r 14'-8 EAVE HEIGHT U) --I n df v co 2 O W N N 0 Nz r O m � W N W A� W� m O r >M 2 = D O m� r to v m 1. o I� I r N rn I m Cil (A p"*41w,� Z cmi s C = o z r M < -{ CC) M Or D F- O D W n I I r oW z �+w o N N 0 I' 0 A S � N N x 01 II r G7 O�/-� O>Inl 01D 0 D y W r^p i L N CU T 0 00 r r X W O I O .p M X M < 0 moo z 9— cn = O D c D s II' O '� O 0 m 'n z Fri Dp Z N 0 0i U I M 0) W o I I � 0 ci m a x 0 N rn x D CA oN Co !wo � I X W 0 o ci a D M M -i S A t, 0 iii Z K rn 14 �- 0 -n D tZ 18'-0 EAVE HEIGHT r '0 5 O C7 C1 D �J O � D W D O� � D D D � n C A D x FJM M o -- 0 'o_,3$-,30-Sl -a 8. Revision Date Description 19 Ck'd P �' sa o -' c; m o m a GARCO BUILDING SYSTEMS a • * Ci.n 0 W o N .�.. Z •,iti j m s p o rn C cp J ( ( 0 [� , Q 2714 S G4Rn£LD RD., AIRWAY HEICHI� WA 99001 SQA m o o c r o m `� 3 9' c o Q `S PHONE (844) 840-4603 m� sQ ar� M S 2 Customer. Project Name & Location: Cl Z n y =.1 O �. o £ m V Rl m p 3 U.- v 0 '`c c 1 ' 1 v J G STEEL ERECTORS PEEKEMA BROTHERS RANCH 3y to o 0 o m 3 m o o m I 11720 DORI CT 905 ALEXANDER AVE p► N 0. a _, `� N m W D `� °o ,, 0 J (n MARYSVILLE CA 95901 GRIDLEY CA 95948 CL a2 o m :' m� c m o' o M o �' o m 3 N R r" JACOB GENTILE t3 o a c o r; +� u Drawing Status: 9 Preliminar y (Not For Construction) For Construction Permit a vl 0 a n 0 Fo*❑ rn For App rowl No For Constroct/on) ❑ For Erector Installation df 01 W � W N W A� W� O 2 rn c� (OPEN AREA) PBR WALL PANELS PANEL COVERAGE = 3'-0 COLOR = S200 PANEL PKG. REQ'D. = PBS -4 Field Cut Panel and Trim as required per Construction Details I LI RA1------------4=------------14- 1 25'-0 25'-0 SAG ANGLES , 7'-9 4'-9 , 4'-9 ,_ 7'-9 9'-4 6'-4 9'-4 , SAG ANGLES 3—F ) 3 (I 1 CP21F CP2E C1E ELEVATION "PL1" 0 GRIDLINE "3" 0 M Co V-0 BACKLAP I 0 M W 0 PERMIT # PARTITION SHEETING ELEVATION "PL1" BUTTE COUNTY DEVELOPMENT SERVICES J REVIEWED FOR 1� ® GRIDLINE "3" CODE COMPLIANCE DATE S 'tel ` /-' BY �T LW1_ LW1_ LW1— PC89_ G-19 G-17 PC22_ 8X2.5Z14 8X2.5Z14 .,� o ao j LW1A (TYP)LW1_ iI in LW1 _ 0 CL292 EF0380OX G-19 G-16 PC22_ PC22_ 8X2.5Z14 8X2.5Z12 SC5 PC31 0 0 j LW1B LW1B LW113 (TYP) I CL292 G-18 G-15 PC22_ PC22_ 8X2.5Z12 8X2.5Z12 \�-SC5 PC31 to I m I I LI RA1------------4=------------14- 1 25'-0 25'-0 SAG ANGLES , 7'-9 4'-9 , 4'-9 ,_ 7'-9 9'-4 6'-4 9'-4 , SAG ANGLES 3—F ) 3 (I 1 CP21F CP2E C1E ELEVATION "PL1" 0 GRIDLINE "3" 0 M Co V-0 BACKLAP I 0 M W 0 PERMIT # PARTITION SHEETING ELEVATION "PL1" BUTTE COUNTY DEVELOPMENT SERVICES J REVIEWED FOR 1� ® GRIDLINE "3" CODE COMPLIANCE DATE S 'tel ` /-' BY �T N PBR WALL PANELS PANEL COVERAGE = 3'-0 COLOR - 5200 PANEL PKG. REO'D. = PBS -3 Field Cut Panel and Trim as required per Construction Details l J CSW3A 6x4=FLG. /0.156x0'-10=WEB ONE F84A m 7'-6 LEFT ONE FB4A ® 12'-4 LEFT ONE F84A ® 18'-24 LEFT 25'-0 1 25' 2—F CP2C W8X31 ELEVATION "PL2" ® GRIDLINE "F" I I I I I I I I I I I I I I I I M I � I N I I I I I I I I I I I I I I I PARTITION SHEETING ELEVATION "PL2" ® GRIDLINE "F" 3—F CP2F W8X24 1'-0 BACKLAP PERMIT # BUTTE CC REVIEWED FOR SERVICES CODE CoMpLIANCE DATE — S 0 �i M v 0 m D z ° w � o !; a a o � m a � m \ rn rel 3�p ;� frl 00 �{ ❑ (Not For Constroctlon) ❑For Approwl For Erector Installation (Not For Constroctlon) ❑ rDz \\ 0 mv> < rn ' 0 0 00 x x x x x x x x x � n � � � � � D Z7 CU Zc�> : rO 0 0 [n w 0 0 0 0 0 0 w in 0 o D m 0 rn +z O A O 1A x (Jn � IJ x (vn x x U) D� D OF; m Z D (win x D D� A N 00 n°+= x x x 00 o m fl m MM Z> o O O O � #4- �� 0 0 0 0 M m Z mg rnrn 11 0)0 0)18'-0 EAVE HEIGHT 0D Nm o 0 x x x D co (D � OD awi .p N O Mz >D m� �> 0 0 0 = (n of A O) V O 7'-6 4'-10 4'-2 l'-6 "' x fT7 zM;o Fri- M m (Vii x 0 x x (n m �Ox 0 II _ I _ o I o� m 6.0X0.25 OF c� 0 og ZD vD m rt 10.0 TO 12.46 X 0.156 12,46 TO 14. 0.185 o_. WEB o j Z �v �v6.0X0.25 I.F. � N Im j X x x x x y U)� I O N Z N it m F64C m u r— FB4B NS OR FS OD NS OR FS X 0*9 < w w w w w 5Z•0 'x N N (n (n N N N Cn (T (n CO ^ D z B�,Z 0 0 x m m R* z m m m m z z z O v N n r Aul 41. 0 N a 00 N Cb Cb > D D !O V m ° CD =0 r1mC r ^" L11D x m m om o r+1 Z U)-n I Dm 16'-71 Cn �Q' \a O O O O O m U x MM UNi_ U1 X ? W rt r Lnv 10 ,"Cf1 p x y w � = 0W � r rn Z p rn (1 !D D o m- x A O X T v ul w p (n m w C7 Ln \_ \ N Cn Ct N T N A aUi D x NZ-tW� DN 20'-54 N o\ P a C3 -nv N X ? Wo U1-rl O i_ ,p fA A D 1 0 N m z N �m p< � CU r X 2 (P n 23'-9118 -1 0 �_ A D a O i X t7 r jl i, N 1211-(� m O X N O CA 23'-9a m v T(^ N Nl U z rn D ti Cn \ M =1! x O 23'-911 C1 CD Of �m O y X o 0 \ 0 0 m (0 o X 1 Z II co N N m CnN 0 Cn 1• (o l0 23'-9a m o j' 70 o N (A + (n Cn rn I I A \ O46n,. I W (° z0 aA. N O O X P' v x M X _� O mw TI1 r O N •A O �+ n C7 W Ln / F6� O D 0 20'-8}1 o la _� z x at: m 0"D o N col MN V o_ N w N m I o I 4 N in X a, x o I- -n r \ 0 0� { I o O Cn UP D x C 16'-10d X o N o +` m u' Cn _ C/) O (N'- I' 13'-31 > x � m 81 L I N M o m I m o z as 1 D Mna {{teaa v a n mo-I-_0 2'-1011 'gyp Cb w N � W 6.0 X 0.25 V-81i rn x �i O 0 o ®�0O' U G_ Z 6.0 X 0.25 I.F. til10.0 ®c TO 1309 X 0.156 WEB 13.09 TO 14. 0.25 ! K rn mO F 6.0 X 0.25 >Z 14'-8 EAVE HEIGHT Z:DC -4 rn [n rnCn00U 01 .96 \� z 3 ° m 3 ° � J o �� ; � � � � � s rt � � � ? � � GARCO BI7ILDING SYSTEMS Revision Dote Description B y Ck d St Cb 2714 Eg RD., AIRWAY HEIGHTS; WA 99001 S GARPH � Cb 0 ° o � 0.0 � � (' 3 7�. o Q � R � N£ (844) 840-4603 <-.-_�$�A�Osomacyimcm� m � n = w � rt 0 f � m � Customer: Project Nome &Location: <' rn �i � � 0,6,< > � o � c a y J G STEEL ERECTORS PEEKEMA BROTHERS RANCH y, r^ r to (OOi�� o n ° � (0 3 (� ° a � m I 11720 DORI CT 905 ALEXANDER AVE � >" a � LA. _. z `� � w m o m � m v, a 0 � MARYSVILLE CA 95901 � a JACOB GENTILE GRIDLEY CA 95948 o 0 3, °, w N � Drawing Status: Preliminary q �' c For Construction Permit ° w � o !; a a o � m a � m \ rn D ❑ (Not For Constroctlon) ❑For Approwl For Erector Installation (Not For Constroctlon) ❑ A C7 (� � n � � � � � D Z7 CU D m 0 D� D D D D D� m � m O (D � OD awi .p N O a1 (n of A O) V O W (° m c� ° w � o !; a a o � m a � m \ rn ❑ (Not For Constroctlon) ❑For Approwl For Erector Installation (Not For Constroctlon) ❑ f S -� OD N N A N DD V) A D MUM Nm MMMMMOMM l� M � m Im U I� c om0 KR12 O C O e dK M m P'-Ivv— m fn ;0 X N (I O �t U) N D D ri r Z M 18'-0 EAVE HEIGHT 4'-10 , 4'-2 , 1' 8.0 X 0.25 O.F. 20.41 TO W& TO 20.41 X 0.156 26.0 X 0.25 I.F. 8.0X0.3125 8.0X0.75 W N O 0 N I.F. 6.0 X 0.375 WEB 10.0 TO 33.0 X 0.1 6.0 X 0.25 O.F. 14'-8 EAVE HEI( 2 m. 0 3 0 3 0 �p7o o ns- so 14 n 0 n 0 X X X )< X -1 m y C) W D Z 2714 S. GARRELD RD., AIRWAY HEIGHTS WA 99001 N o m 0 M .0 y au 0 N N m nNi. W PHONE (844) 840-4603 rn rn rn rn o rn m oo m oo D D x x x x x x x x x x N (n N GT 0 0 0 0 0 0 0 0 0 0 Q v m z `� r' °. - o >> a o m c m cn �• U�4 (n N W 0 W 0 J 0 �•'Oe• n c o, � o m R. x D x -4 n z -4 z Ln X N DX o52 NNXNO JACOB GENTILE D : Preliminary ® For Construction Permit rowingStatus x N l a3 �• 3- 0M N N O o c o ^' = o m IcoCL *❑ N I O 'I O o rA l a m of m-• ODao v O (n ca W N ? W (A j = M rn rn rn rn rn -4 X X X X X CO 0 0 0 0 0 x r- 4 (n (n (n -4O m Ln x x x = x N m O O T f S -� OD N N A N DD V) A D MUM Nm MMMMMOMM l� M � m Im U I� c om0 KR12 O C O e dK M m P'-Ivv— m fn ;0 X N (I O �t U) N D D ri r Z M 18'-0 EAVE HEIGHT 4'-10 , 4'-2 , 1' 8.0 X 0.25 O.F. 20.41 TO W& TO 20.41 X 0.156 26.0 X 0.25 I.F. 8.0X0.3125 8.0X0.75 W N O 0 N I.F. 6.0 X 0.375 WEB 10.0 TO 33.0 X 0.1 6.0 X 0.25 O.F. 14'-8 EAVE HEI( 2 m. 0 3 0 3 0 �p7o o ns- so 14 n 0 X X X )< X X �. X N (n O Q 2714 S. GARRELD RD., AIRWAY HEIGHTS WA 99001 N o m 0 M .0 y au 0 N N m nNi. W PHONE (844) 840-4603 W - 0 0 w 5. CD N m 5 D D D D D D o m c m m av D Al 5 n m N N (n (n N (n N N N (n N GT w o m o� o o s N U m o J G STEEL ERECTORS PEEKEMA BROTHERS RANCH o v m z `� r' °. - o >> a o m c m cn �• co m O RW' Rv' R an �•'Oe• n c o, � o m R. m D 17- z z z z z z rt �, c y o o z o52 f S -� OD N N A N DD V) A D MUM Nm MMMMMOMM l� M � m Im U I� c om0 KR12 O C O e dK M m P'-Ivv— m fn ;0 X N (I O �t U) N D D ri r Z M 18'-0 EAVE HEIGHT 4'-10 , 4'-2 , 1' 8.0 X 0.25 O.F. 20.41 TO W& TO 20.41 X 0.156 26.0 X 0.25 I.F. 8.0X0.3125 8.0X0.75 W N O 0 N I.F. 6.0 X 0.375 WEB 10.0 TO 33.0 X 0.1 6.0 X 0.25 O.F. 14'-8 EAVE HEI( 2 m. 0 3 0 3 0 �p7o o v o so o n 0 GARCO BUILDING SYSTEMS m o� vm a �, m o m m :;. o 2 �. m w A*,m O Q 2714 S. GARRELD RD., AIRWAY HEIGHTS WA 99001 2, o m 0 M .0 y c 0 v PHONE (844) 840-4603 - 0 0 w 5. CD N m 5 m m Mi 0 mm o m c m m av m -I Al 5 M D o Customer. Project Name & Location: o w o m o� o o s m o J G STEEL ERECTORS PEEKEMA BROTHERS RANCH o v m z `� r' °. - o >> a o m c m cn �• '� O 11720 DORI CT 905 ALEXANDER AVE CA 95948 an �•'Oe• n c o, � o m m m D (n MARYSVILLE CA 95901 GRIDLEY rt �, c y o o W o52 JACOB GENTILE D : Preliminary ® For Construction Permit rowingStatus m l a3 �• 3- o N ^� o c o ^' = o m IcoCL *❑ N (�(ot For Gonstn coon)_ For(NotApproval [—]For Erector Installation t F Gonstructlon) o rA l a m co o ODao or -84 Revision I Date Dix -<;m �v Mo <m;0 ;a x Or Jnr 00 fr 00 om v>0 (A U) �� mzy XX mz om N rim nN ocn rnrn my z= 00 C)m g0 rnrn M C I I 0 00 Fn �m o 0 -n3] zm r. m� M M 33 � 0 II II ?> c= �m Ln v vz I rnU1\ NI m � O O N I O0 MI S D W O EL a c D\ \ m v n A� I O D 7>'a O r � X 7 N 0 r v> I " cb Wcb rnm N z W O < vn O m � I N� D rn N 0 L RL < � O nl U) 1 O va S Description By I Ck'd D v "o N m m M m m Mi 0 mm PQ m (� M D m D x D > A x D r*1 cn o co o ODao w Zml ca W N ? W (A j = Lq G) Description By I Ck'd OY/PROJECTS\XDS—V6-06-00 FRAME = Active/ENG/15—B-56231/ver01—SAOkdeh/Bldg—A/Drftg/x04L Active/EN G/15—B-56231/ver01—SAOkdeh /Bldg —A/Drftg/x04R 11/10/16 13:43:46 11/10/16 13:43:46 OY/PROJECTS\XDS—V6-06-00 FB SET = Eng/15—B-56231/ver01—SAOkdeh/Bldg—A/DRFTG/x04L Eng/15—B-56231/ver01—SAOkdeh/Bldg—A/DRFTG/x04R GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 12 �2" 2" 12 1'_4 4-3� 4'_11}T6 1�_4 4'-11}� 4'— 4'_10 4,111 31V 4-_11 i 4'_ 4-11 ION 4'-11}1 N. ao —11 4•_11 4'-1113 .. APPROXIMATE MEMBER WEIGHTS PART MARK WEIGHT R1GA 378 R1GB 433 R1HA 626 R1HB 614 CSWBA 461 C1G 336 CSW7A 610 CSW6A 396 C1H 289 6 (i) C1G CSWBA 6XJ=FLG. /0.156x8"=WEB lil CSW7A 6x}=FLG. /0.156x8"=WEB CROSS SECTION AT FRAME LINE "4" Cb lb CSW6A C1H 6 x J=FLG. /0.156 x B"= W E B PERMIT # 13UTi'E COUNTY DEVELOPMENT SERVICES �a REVIE^Wh1� E�D F1C���Iyy��nnrr^-- Os()DE cc,)mPi;1AN0E— DATE m O 3 z Q 0 n V w J a WIt i �1 ti em Oprn O M < < ® ❑ a 2 QW} y� O WQ J La Lo O 4, dO0i0 V of N C Q Q O a LO !.1 El El O of -J w LJLLJ F a t LL, OJw u) EX050 a O NNr-Q 3 y (fin<O U ^MU0 O Scale. NOT TO SCALE Drawn by. GPL 11/15/16 Checked by. Project Engineer. SAO Job Number. 15—B-56231 Sheet Number. E14 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Neil Bennett Manqold. P.E. Civil. PLATE SIZE TABLE SPLICE BOLT TABLE CONN. LOW SIDE HIGH SIDE QTY. SIZE TYPE HARDENED BEVELED WASHERS WASHERS A 6 X0.5X8} 8 6 X 0.75 X 1'—gJ 6 X 0.75 X 1'-8J (8) J X 2J A325 B&N 8 0 C 6 X 0.375 X 1'-8 6 X 0.375 X 1'-8 (8) 7J X 2" A325 B&N 8 0 D 6X0.5X8J E 10 X 0.375 X 0'-11} (4) 4 X 1J A325 B&N 4 0 F 6 X 0.375 X V-8 j 6 X 0.375 X 1'-8?g (8) J X 2" IA325 B&N 1 8 0 G 6X0.5X9" lil CSW7A 6x}=FLG. /0.156x8"=WEB CROSS SECTION AT FRAME LINE "4" Cb lb CSW6A C1H 6 x J=FLG. /0.156 x B"= W E B PERMIT # 13UTi'E COUNTY DEVELOPMENT SERVICES �a REVIE^Wh1� E�D F1C���Iyy��nnrr^-- Os()DE cc,)mPi;1AN0E— DATE m O 3 z Q 0 n V w J a WIt i �1 ti em Oprn O M < < ® ❑ a 2 QW} y� O WQ J La Lo O 4, dO0i0 V of N C Q Q O a LO !.1 El El O of -J w LJLLJ F a t LL, OJw u) EX050 a O NNr-Q 3 y (fin<O U ^MU0 O Scale. NOT TO SCALE Drawn by. GPL 11/15/16 Checked by. Project Engineer. SAO Job Number. 15—B-56231 Sheet Number. E14 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Neil Bennett Manqold. P.E. Civil. CONNECTION CODES FOR TOP AND BOTTOM BOLT PAI 1: T7 CONNECTION 18, 11 OR 1P CONNECTION 4B, 41 OR 4P CONNECTION 4X CONNECTION 1E CONNECTION 2E CONNECTION 3E CONNECTION W CONNECTION 4E 4E 2E Z CONNECTION DESIGNATION BLANK = STANDARD CONNECTION H = HEAVY CONNECTION BOTTOM CONNECTION CODE BOTTOM QUANTITY OF BOLT ROWS CONNECTION DESIGNATION BLANK = STANDARD CONNECTION H = HEAVY CONNECTION TOP CONNECTION CODE TOP QUANTITY OF BOLT ROWS CONNECTION CODE FORMAT CONNECTION CODE DESCRIPTION B - THIS DESCRIPTION CODE IS USED TO DEFINE SHEAR CONNECTIONS. BOLTS ARE LOCATED INSIDE THE TOP FLANGE AND CONNECTION PLATE IS RECESSED 1/8" BELOW THE TOP FLANGE. CONNECTION PLATE LENGTH MUST BE A MINIMUM OF HALF THE RAFTER WEB DEPTH AND SHALL NOT EXCEED THE RAFTER TOTAL DEPTH. E - THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED WITH ONE SET OUTSIDE THE TOP OR BOTTOM FLANGE AND THE REMAINING SETS ARE LOCATED INSIDE THE TOP OR BOTTOM FLANGE. F = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED INSIDE THE TOP OR BOTTOM FLANGE AND CONNECTION PLATE PROJECTS 1/2- BEYOND THE TOP OR BOTTOM FLANGE. I = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED INSIDE THE TOP OR BOTTOM FLANGE AND CONNECTION PLATE IS RECESSED 1/8- BELOW THE TOP OR BOTTOM FLANGE. P = THIS DESCRIPTION CODE IS USED TO DEFINE SHEAR CONNECTIONS. BOLTS ARE LOCATED INSIDE THE TOP FLANGE AND CONNECTION PLATE IS RECESSED 1/8" BELOW THE TOP FLANGE. CONNECTION PLATE LENGTH MUST BE A MINIMUM OF HALF THE RAFTER WEB DEPTH AND SHALL NOT EXCEED THE RAFTER TOTAL DEPTH. 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 BOTTOM FLANGE OR COLUMN CAP PLATE. NAME DESCRIPTION FOR A325 BOLT DIMENSIONS A325 CONNECTION BOLT DIMENSIONS L 2" x 2" x 14 Ga. FB5_ D DIAMETER OF THE BOLT 1/2" 3/4" 7/8" 1" 1 1/4" 1 1/2" HD BOLT HOLE DIAMETER 9/16" 13/16" 15/16" 1 1/16" 1 5/16" 1 9/16" BOLT GAUGE 2 1/2" 3" 4" 3 1/2" 4" 5 1/2- G MAX. WEB THICKNESS (Max." Fillet Weld) WITHOUT WASHER 1" 1 1/8" 1 7/8" 1 1/4" 1 3/8" 2 1/8 - 8"MAX. MAX. WEB THICKNESS (Max." Fillet Weld) WITH WASHER 3/4" 7/8" 1 5/8" 7/8" 1 7/8" 1 7/8 - 8"HG HG HEAVY CONN. BOLT GAUGE N/A 2 1/4" 2 5/8" 3" 3 3/4" 4" S NORMAL BOLT SPACING 2 1/2" 3" 3 1/4" 3 1/2" 4" 4 1/2" BSMIN MINIMUM SPACING BETWEEN TOP & BOTTOM SETS OF BOLTS 1 1/2" 2 1/4" 2 5/8" 3" 3 3/4" 4" BSMAX MAXIMUM BOLT SPACING BETWEEN TOP AND BOTTOM SETS OF BOLTS ON CONNECTION PLATES LESS THAN OR EQUAL TO 3/4" THICK 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" SPLICE BOLT SPACING 1/2 BSMAX (tA") WHEN BSMAX = 2'-0j" TO 4'-0 (NOT TO EXCEED 2'-0) 1/3 BSMAX (fA") WHEN BSMAX = 4'-011" TO 6'-0 1/4 BSMAX (±A") WHEN BSMAX = 6'-04 TO 8'-0 BFCD MINIMUM BOLT -TO -FLANGE CLEARANCE AT OUT OF NUT SEE BOLT AT FLANGE DETAIL 1 1/2" 1 3/4" 1 7/8" 2 1/4" 2 1/2" 2 3/4" PF MINIMUM BOLT -TO -FLANGE CLEARANCE AT CONNECTION PLATE SEE BOLT AT FLANGE DETAIL (BFCD + RNWT) PF INSIDE OF FLANGE IS INCREASED BASED ON THE YT & YB VALUE. PF FOR CONNECTION B, F,I AND P ARE THE SAME AS USED ON CONNECTION E NWT NUT AND WASHER THICKNESS SEE BOLT AT FLANGE DETAIL. NUT THICKNESS IS EQUAL TO THE BOLT DIAMETER AND .15625" WASHER THICKNESS IS USED EVEN IF A WASHER IS NOT REQUIRED. RNWT RISE ON NUT AND WASHER THICKNESS TT THICKNESS TOP FLANGE REFER TO FRAME CROSS SECTION DRAWING FOR LARGEST FLANGE THICKNESS EITHER SIDE OF THE CONNECTION. Drawn by. GPL 11/15/16 TB THICKNESS BOTTOM FLANGE 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 YB BOLT 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 EED(S) MINIMUM SHEARED END EDGE DIMENSION 1 1/4" 1 1/4" 1 1/2" 1 3/4" 2 1/4" 2 5/8" EED(R) MINIMUM ROLLED END EDGE DIMENSION 3/4" 1" 1 1/8" 1 1/4" 1 5/8" 2 1/4" EEDK END EDGE DIMENSION AT KNEE CONNECTION 1 3/8" 1 3/8" 1 5/8" 1 7/8" 2 3/8" 2 3/4" BCWM MINIMUM BOLT CLEARANCE FROM A FLANGE OR WEB WELD WITHOUT WASHER 7/16" 5/8" 3/4" 13/16" 1" 1 3/8" WITH HARDENED WASHER 9/16" 3/4" 7/8" 1" 1 1/4" 1 1/2" WCSM MINIMUM WIDTH OF CONNECTION PLATE (Standard Connection) 5" 6" 8" 8" 10 12" WCHM MINIMUM WIDTH OF CONNECTION PLATE (Heavy Connection) N/A 10" 12" 12" 16 18" TCMIN I MINIMUM THICKNESS OF CONNECTION PLATE 1/4" 3/8" 7/16" 1/2" 5/8" 1" ED(R) G ED(R �ED(R) HG , _G J HG ED(R D (BOLT DIAMETER) D (BOLT DIAMETER) HD (HOLE DIAMETER) HD (HOLE DIAMETER) EED(S) PF Al I TT YT PF Top Connection Code — Top Connection Code — S S Splice Bolt Spacing See BSMAX BSMIN Splice Bolts and Splice Bolts See BSMAX in Table) BSMAX (See BSMAX in Table PF Bottom Connection CodeftHTB YB Bottom Connection Code PF EED(S) or EEDK STANDARD CONNECTION DESIGNATION (CODE 4E/2E SHOWN) COLUMN PF (REQ'D SPACES) S BFCD BOLTS MAY BE FIELD INSTALLED IN EITHER DIRECTION RAFTER CONNECTION PLATE LENGTH IS EQUAL TO OR GREATER THAN HALF THE RAFTER WEB DEPTH CONNECTION B & P (Low Side Shown, High Side Similar) GRIP Frame Documentation A325 Connection Bolt Details 05-12-10 '14803 , all B 4E/?EH Connection Code (See "Connection Code Format" on this drawing) Connection Location CROSS SECTION CONNECTION CODE KEY (AS SHOWN AT CONNECTIONS ON FRAME CROSS SECTION DRAWINGS) Top Connection Code < EED(S) PF TT YT PF S Splice Bolts S See BSMAX in Table Splice Bolt Spacing See BSMAX BSMIN and BSMAX Bottom Connection Code PF TB YB PF HEAVY CONNECTION DESIGNATION (CODE 4EH/2EH SHOWN) PLATE THICKNESS WASHER (IF REQUIRED) o^ �wW UJ o ::10 o Lu of w UJ UJ vw BOLT EDGE DISTANCE BOL COLUMN OR RAFTER FLANGE I f BFCD Flange Brace Material Schedule Part Mark Material FB4_ L 2" x 2" x 14 Ga. FB5_ L2"x2"x14 Ga. FB6_ L2"x2"xill F87_ L24" x21" x A" Gusset Plate (At Rafter Outer Flange shown) p 8 q 2 3 oQ D (BOLT DIAMETER) U) o CIE HD (HOLE DIAMETER) � PF TT PF PF TB PF YB S EED(S) or EEDK EED(S) or EEDK Gusset Plate (At Rafter Inner Flange shown) 4X CONNECTION DESIGNATION CONNECTION PLATE ( CODE 4X/4X SHOWN ) /-WASHER (IF REQUIRED) BFCD IPF NWT BOLTS MAY BE FIELD INSTALLED IN EITHER DIRECTION BOLT AT FLANGE DETAIL (Top Flange Shown, Bottom Flange Similar) Checked by. Project Engineer. SAO Job Number. • 15-B-56231 Sheet Number. E15 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Neil Bennett Manqold. P.E. PERMIT #yam oUTf E COUNTY DEVELOPMENTS ERVICES REWHEMED FOR CiV14 �P OFCAti4 � Ci .�j. V = 1 La Q Xa'-" EED(S) 5R, g q w oma a N a� aQW� ®❑ S A W v L i W 0 2�Y 2 LO O WOW V a a aoDU YT N eo S .e E Q T- Splice Bolt Spacing O See BSMAX LO ❑ Rof BSMIN dl N 0) BSMAX Ldw z o °L'W0rx cn s' o a • N to Oo�o U 3 O S ^ Scale: NOT TO SCALE Drawn by. GPL 11/15/16 YB S EED(S) or EEDK EED(S) or EEDK Gusset Plate (At Rafter Inner Flange shown) 4X CONNECTION DESIGNATION CONNECTION PLATE ( CODE 4X/4X SHOWN ) /-WASHER (IF REQUIRED) BFCD IPF NWT BOLTS MAY BE FIELD INSTALLED IN EITHER DIRECTION BOLT AT FLANGE DETAIL (Top Flange Shown, Bottom Flange Similar) Checked by. Project Engineer. SAO Job Number. • 15-B-56231 Sheet Number. E15 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Neil Bennett Manqold. P.E. PERMIT #yam oUTf E COUNTY DEVELOPMENTS ERVICES REWHEMED FOR CiV14 �P OFCAti4 � N D D A O) Cil 0 I'V O O x m rn o o p m 0 D v 0 �t z o N 0 0 O D r�* o Z v f = D M 0 00 f*7 M o Z N Z O v 00 r fJ N C D Z 9— X O 0 U) M Z O r D Z MM r R1 M � m y 1 La. 00 0 ft D o fiV0:0 tel. 0 a .= O Z « O O at,i m[r I.D. n r G 9 0 s 9 s a 9 2 O p CD D D Z D p v D 0 D ;:u^ 0 m mm D m m �como°ao C 0 � YC� -11 Fl 0 i y ° J O �Z� N > m ;o x X X 0 20r- 28'-10 x x x N oz Q -� I o .Z_1 m Z O Q Co ZZM U � o Z o A m N �C0 O N z m CZ aDo m c) v N o 00 D Z O I 0 9— X O 0 U) M Z O r D Z MM r R1 M � m y 1 La. 00 0 ft �1 (� o fiV0:0 tel. 0 a .= O ° O 4j 7 CL O p, « O O 1•-cs > Om ° 0 Cm o –sm >- m -i 0 r G 0 a to I -2 23'-10 8'-5j 15'-4j 1 X BRACE I I 80'-0 OUT/OUT OF STEEL 25-0 7'-44 16'-34 Y-411 D :>s 3 °v_» 3 513 c st 00 CD Dam F my y°ac fA O' C D �D 0 O Q 5j Q O y 0 -0 O_ O CL F0 0 Op O 0 JM O N l Cy CnlmDND 0 0 v O f 0 Nas'•J00JOa co > r. 1D ,<N y 7 0 a,- ° -0 C N �' msm>Q0mSc. °«� y D 5 m.c 0-=r, (am > wo ca- ° a s N � c?n �mfO 0 ° °°y N on =O J 3 cfm 0 a° yC O 030 a :3a 10-0 00c0 a C <�J3mmto m o Ortp ,OO) = D_ X, o cob aI� fA ov f,D ° rt O tO CD °' 2 S C m ° 7 m a C m o l 3 � J A a9 'C00,00, J 0 CD 0 a ° D ao O� ao 0 � Jaa O a°— m y 1 La. 00 0 O J m O a O :33 ort� <D 0- 0, a .= O ° O 4j 7 CL O p, « O O J J ° 0 Cm o –sm >- m N v (� O 3 F 7 a to 0 rt3 =� w ° �a,G y o m ao o dS�' N J m rt y 22 Q rt CD I m �como°ao C 0� YC� 0 i y ° J may CD x o a ° 28'-10 O 2 X BRACE 1'- Ul- `_J lo' -111 • ® ..O •I D W O I• i � . C II I o I I 0 C I O I to 0•• o O I o 0' -4- ' -4w U � o o O N o O I 0 0 � N w I 0 1 0 A r • O O I o O t� I O 0 I CW O N I 0 •I.® •I.® O•I• 0•I• 2 X BRACE 1'- Ul- `_J AISC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS 81 8� 8} 0'-11 8} 0'-11 8} 0'-10} $ 3^ 4^ ci 3" 4" 3" 4" 3" 4" r5 Specified Column �V Centerline N N Steel Line " it I iv 110 Bottom of Base Plate N N N N t1/8" I (±BMM) A + t1/2" V-114 0'-111 0'-111 0'-111 f13mm) �{ i 0_ (t3mm) Base of Steel � _ _ _ _ - . ^� w E t3mm) *Variation in Elevation to the Tops of Anchor Rods }1 e, BASE PLATE AND ANCHOR ROD TOLERANCES TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION t3mm J"0 ANCHOR RODS B J"O ANCHOR RODS /F\ J"O ANCHOR RODS O J"O ANCHOR RODS O ANCHOR ROD SETTING TOLERANCES O BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 g^ 8 8" g^ V 84 3" �} 81 3" 4" 2� 3 d 2� 3 6 d 2" 4' 2" 8• 2" 2" �� �� 2. 4. 2. ��, I N . O N N N = 1 d' iV I il�l iv SLOPE Q I I N N D M Co • �U' C af I I I I I N O O 9" o 0'-11} 0'-111 21 3 3 Ii 2} 3 0'-111 2" 22" 2 2" w�= I Irt1_ - - �[{ _ _ yw :3= N N= FRAME TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION E 1"0 ANCHOR RODS © 0 ANCHOR RODS J"O J"O ANCHOR RODS O 1"0 ANCHOR RODS O J"O ANCHOR RODS O 0 ANCHOR RODS O I L 1 0 ANCHOR RODS O BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 PERWT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR /1 CODE COMPLIANCE DATV' / % BY S+ r r r m r o F v F v F n o iy+ ka+iw'F r,; 40 9 aadas��--�»aCC�CC�CC�CC� oI� � kgs-� 3�y' 33333����3y�3333RX = S 1\y 8 � S 333m�""$�mm�nrrr z m annmm� v^vv z 88 888g sg �s 1� 9W 4 ° N ? 3 31 1PIv u g m? I ° K gs ° O tl1 m,R ' Nn + g g Ir u gg v n >S r> O Y Y 5 5 oormr�oF�+go ...0 8 °9855o6a58°»88 :» »a»��3$� gds J a� A aS> ; >av�vv>I�t ai CCo v N >> am g� 6 m �{ a 88���8�8Gc g 88 pp N 3� a a a a 3 a oras nnanngC • U I s• oo S 3 SSO SS S y, y, �m D c �EZm° Q N g c C �3j iQC o _ a e �� r r '• p x O o j\ �Z1 a o ° 9�S oo S P S g� x <L� tip g�■� � �u � t i a a J IT° oo O O 0 p p 1 T� O 00 5N� S Q o o ' r 25gq oo > ooN w ,� OO 9 o p r o o op w 1 O p p °?N p p ul I 1!i o o v v P o J 4 y 9�sog8e"M88 01.E E � Q� a 1112 s 3 3 �Sa •c �c � �c F p c pr6558a 7 .o $ may- g3�ppf 6 6 D g � O� °n On °n � p � � � � � • �S 31 v 2 `Yr Yn Oj�QQ >7 r 91A b � �o +V > q Ip^ t; Y ;rte rl� Ise JJ , ioct/1rm� o C n�rv� ' nv ;>m' v S 'x0>v>m>N 1 D I ZmZ02— Z^^ O f�nOn f�n �y $nmgZmn f.10;0 on>�IrZm�lrvm2Am� v nZf v.°.v° �: ° c��>a� 2� i! p Z zy � >O Rpo>?�p pD .� 2 �1F_ rZ_ yyODmi.AmDmA 11� �1 y> NC D,�j QV y0mrc =1 >> mnDmm SDgE r P DZ'�-IrjO zv m Dcm(Z m 1 �JV a r>omO�> jyDD�m>^NmZA^-ziOxj?pp! mpmmZNy���oCC$vml�<�;p �- r�m� I �$cCm -o >N mQ�a�rvlg¢��2rzD2 $vvimvIv�p � zo��zgZjpzmvmi�lzg+ImCw \I C_ �. IA ZnIz r�J �00 �V Z� AFD Ono -<OmSQ r'y nrC�O mor >O*'s C Z cm Cmm �l mD m Q D m NCS CL �Om6 m �� C7p m� o�l�' vOSQ•ng�vm>io•o�I'o>C 'omm �rm1 XmXrmmsm� O Q y$$my DOn��yIm�ZS>Z(i'Q,6 >NO$D' DmDyD VINQO cz cC2m Vl ��oS m�y2 pS I0�0yA^Z �GmD� �N'o+fOAiv >C Or EmvigN {$Q}� yIO�R1D$<f�l -�I m rn v\N Z 2 9 -.5 r$ m 0 2 D m >,;, m c 4 o A D D N N o, 6 6,659S. ig m Z m m m C C O A S 2 N D V 1"' mSl�l G�4-iCCy-Cy�Vl�m- F,�lZ bbM p �Ofl 1LAZG-mZ>C 'r'n ZO�IN 4n �'"�O OF >ZFq-u�• N m=om mg�ic 5�>��glml zmm m�>s�no�_I�no ? f��In�Fz D�6 g�$�AZ�o =1n >°R. > e�m mv�i�ar�. z' E8 R>80 vog�Zi m SP28om�� m �mcm� �myo � n� �rr_�,�_O;0 gm vm m�lrs Oro �''m O r�* 4 �ci t0 M i'fi ml"mm;gc z'po� m i�s�vyg�I '-r8 E 5D2m��s i c; R.IFr m > g6 0200 >>EO C;OSQmQ� O�+C1�77rZ n2$V/ �� o�p m r;Z mZ L_ m gE2m G Cm';o>2ul Zp Zm2mm 0pprX ASi O >� Z�>� 8 OZ C 2 D O m $r�000ymo'avS4yy�m$�VJm$m co� o z� > =o in > f E$"d Fr iTj NmNOAO mO$ROFm=mm>Dm<4m m0 OC � 0� py Z D Z 2 r QQ �I N $ OA Z>A�'rlpNyO2 ggF$p�$C�Qi rX < Al $ZZy 5 m m m'il N CN pOO O C!ripmnooKmD 2>O�+-Az>� >�nm r N m20i O O ns m mm O m >2 >• rm L -D (m� mOZ Z x m x p; �;> $N�m� �� C m M5O 2 O mmi _ �. v4 m$ rnN $� m, z � y m$m m So o vm ai rzZ$>i o m o 3 o m 3 0 ? o? Revision Dote Descri tion B Ck d a- o v m le Q m o o GARCO BUILDING SYSTEMS p Y rt n n o m o o m m 3 a T m a Q 2714 S. G4RFlEZD RD., AIRWAY HE7GH15 WA 99001 n n 3� 3' o, rry 2 `.5� PHONE (844) 840-4603 0. nom c o ; m O 'y 3 y = o 5 m Customer. Protect Nome do Location: Q y Z O T.0 -W0: O a f N O G7 ~ R1 m o 'a m,o1< v - o I- v J G STEEL ERECTORS PEEKEMA BROTHERS RANCH A CA ,0 >> nomcw cn D r O to m o o m 3 a 8 n m I 11720 DORI CT 905 ALEXANDER AVE ~ ro 0 �' a _ s .I m > y MARYSVILLE CA 95901 GRIDLEY CA 95948 ri A �2 rt m o o o rn o t a JACOB GENTILE 2. o 0 3 3 Iv Drawing Status: Preliminary w j For Construction Permit c o ❑ (Not For Construction] N\� w a a m a, rn For Approval For Erector /nstaL tlan ❑ FZt For Construction) ❑ r rrm# �£Jmm cVnOO FFr b D E E D v 00+�. p'J' f.1N U U N W ' i t f `lu:Iro flu � :1 po+�o�of..b. 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V V V O V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O p O J J V V O 0 0 0 p O O p 0 0 N f I f M W O W 0 0 0 0 0 0 0 G 0 0 G O C 0 1 1 NNS"p+oNUJoo!appwwo. 1 1 1 1 1 1 1 1 1 I 1 S r � ��°mOODJ EI GD i°C rm't1iN O.v'm J J� O v 0 0 0 0 0 0 0 0 0 0 0 0 0 rr 0 N fJG jy O y0 00 00000 000000 oopppocppppoopoapppu uNapwayeouooNo W wooer' tlU4N OG W � mNO�IJG� C� W OU ma�oa000p0000000ppo4 OOOOOOOOo0b0000boo0 S+ r r r m r o F v F v F n o iy+ ka+iw'F r,; 40 9 aadas��--�»aCC�CC�CC�CC� oI� � kgs-� 3�y' 33333����3y�3333RX = S 1\y 8 � S 333m�""$�mm�nrrr z m annmm� v^vv z 88 888g sg �s 1� 9W 4 ° N ? 3 31 1PIv u g m? I ° K gs ° O tl1 m,R ' Nn + g g Ir u gg v n >S r> O Y Y 5 5 oormr�oF�+go ...0 8 °9855o6a58°»88 :» »a»��3$� gds J a� A aS> ; >av�vv>I�t ai CCo v N >> am g� 6 m �{ a 88���8�8Gc g 88 pp N 3� a a a a 3 a oras nnanngC • U I s• oo S 3 SSO SS S y, y, �m D c �EZm° Q N g c C �3j iQC o _ a e �� r r '• p x O o j\ �Z1 a o ° 9�S oo S P S g� x <L� tip g�■� � �u � t i a a J IT° oo O O 0 p p 1 T� O 00 5N� S Q o o ' r 25gq oo > ooN w ,� OO 9 o p r o o op w 1 O p p °?N p p ul I 1!i o o v v P o J 4 y 9�sog8e"M88 01.E E � Q� a 1112 s 3 3 �Sa •c �c � �c F p c pr6558a 7 .o $ may- g3�ppf 6 6 D g � O� °n On °n � p � � � � � • �S 31 v 2 `Yr Yn Oj�QQ >7 r 91A b � �o +V > q Ip^ t; Y ;rte rl� Ise JJ , ioct/1rm� o C n�rv� ' nv ;>m' v S 'x0>v>m>N 1 D I ZmZ02— Z^^ O f�nOn f�n �y $nmgZmn f.10;0 on>�IrZm�lrvm2Am� v nZf v.°.v° �: ° c��>a� 2� i! p Z zy � >O Rpo>?�p pD .� 2 �1F_ rZ_ yyODmi.AmDmA 11� �1 y> NC D,�j QV y0mrc =1 >> mnDmm SDgE r P DZ'�-IrjO zv m Dcm(Z m 1 �JV a r>omO�> jyDD�m>^NmZA^-ziOxj?pp! mpmmZNy���oCC$vml�<�;p �- r�m� I �$cCm -o >N mQ�a�rvlg¢��2rzD2 $vvimvIv�p � zo��zgZjpzmvmi�lzg+ImCw \I C_ �. IA ZnIz r�J �00 �V Z� AFD Ono -<OmSQ r'y nrC�O mor >O*'s C Z cm Cmm �l mD m Q D m NCS CL �Om6 m �� C7p m� o�l�' vOSQ•ng�vm>io•o�I'o>C 'omm �rm1 XmXrmmsm� O Q y$$my DOn��yIm�ZS>Z(i'Q,6 >NO$D' DmDyD VINQO cz cC2m Vl ��oS m�y2 pS I0�0yA^Z �GmD� �N'o+fOAiv >C Or EmvigN {$Q}� yIO�R1D$<f�l -�I m rn v\N Z 2 9 -.5 r$ m 0 2 D m >,;, m c 4 o A D D N N o, 6 6,659S. ig m Z m m m C C O A S 2 N D V 1"' mSl�l G�4-iCCy-Cy�Vl�m- F,�lZ bbM p �Ofl 1LAZG-mZ>C 'r'n ZO�IN 4n �'"�O OF >ZFq-u�• N m=om mg�ic 5�>��glml zmm m�>s�no�_I�no ? f��In�Fz D�6 g�$�AZ�o =1n >°R. > e�m mv�i�ar�. z' E8 R>80 vog�Zi m SP28om�� m �mcm� �myo � n� �rr_�,�_O;0 gm vm m�lrs Oro �''m O r�* 4 �ci t0 M i'fi ml"mm;gc z'po� m i�s�vyg�I '-r8 E 5D2m��s i c; R.IFr m > g6 0200 >>EO C;OSQmQ� O�+C1�77rZ n2$V/ �� o�p m r;Z mZ L_ m gE2m G Cm';o>2ul Zp Zm2mm 0pprX ASi O >� Z�>� 8 OZ C 2 D O m $r�000ymo'avS4yy�m$�VJm$m co� o z� > =o in > f E$"d Fr iTj NmNOAO mO$ROFm=mm>Dm<4m m0 OC � 0� py Z D Z 2 r QQ �I N $ OA Z>A�'rlpNyO2 ggF$p�$C�Qi rX < Al $ZZy 5 m m m'il N CN pOO O C!ripmnooKmD 2>O�+-Az>� >�nm r N m20i O O ns m mm O m >2 >• rm L -D (m� mOZ Z x m x p; �;> $N�m� �� C m M5O 2 O mmi _ �. v4 m$ rnN $� m, z � y m$m m So o vm ai rzZ$>i o m o 3 o m 3 0 ? o? Revision Dote Descri tion B Ck d a- o v m le Q m o o GARCO BUILDING SYSTEMS p Y rt n n o m o o m m 3 a T m a Q 2714 S. G4RFlEZD RD., AIRWAY HE7GH15 WA 99001 n n 3� 3' o, rry 2 `.5� PHONE (844) 840-4603 0. nom c o ; m O 'y 3 y = o 5 m Customer. Protect Nome do Location: Q y Z O T.0 -W0: O a f N O G7 ~ R1 m o 'a m,o1< v - o I- v J G STEEL ERECTORS PEEKEMA BROTHERS RANCH A CA ,0 >> nomcw cn D r O to m o o m 3 a 8 n m I 11720 DORI CT 905 ALEXANDER AVE ~ ro 0 �' a _ s .I m > y MARYSVILLE CA 95901 GRIDLEY CA 95948 ri A �2 rt m o o o rn o t a JACOB GENTILE 2. o 0 3 3 Iv Drawing Status: Preliminary w j For Construction Permit c o ❑ (Not For Construction] N\� w a a m a, rn For Approval For Erector /nstaL tlan ❑ FZt For Construction) ❑ r rrm# �£Jmm cVnOO FFr b D E E D v 00+�. p'J' f.1N U U N W ' i t f `lu:Iro flu � :1 po+�o�of..b. 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C.4RFlEZD RD., AIRWAY HE1CH15, WA 99001 $ c c o m 6.5 3 c Q o S PHONE (844) 840-4603 O �+'� m" smamc�m7mm , 2 u y c v; g o o f m y Customer. • Project Nome & Location: to cODn� m - o_oa, I c y to y r- Q J G STEEL ERECTORS PEEKEMA BROTHERS RANCH . y ti (a 0 0 c a 3 y a o m y 11720 DORI CT 905 ALEXANDER AVE A ? 4 a o m m c y M W o n MARYSVILLE CA 95901 GRIDLEY CA 95948 ^a c m= m o„ o o JACOB GENTILE o rt a 3 IV r" Drawing Status: Prelary 9 �t� m o ❑ (Not For Construction) ®For Construction Permit I} N� m ano `g pppp l a m ❑ (NotAFor Construct(Qaj ❑ For Erector Installation 5Q`�2 b S ou+omNmNpuv'o��� a•�dt V I.Nm N+m+N r m m W�pomuWoyoNPap�uW � _ m m N O+ 000000000000000 000000000000000 oN�NpoIdd A m V G m m V m V 1 +oo+mu�,No� 'oIdd" � I mfJm Ce (lU mp +qG UN � � 00000a000000000� 000000000000000 9, ooa0000000000� O O N U U U O p p 0 0 0 0 0 0 1 ki ��oo�o:w00000000� N+N+uvin .lo W oopuo, N 0 V m m OO N Q W N W O+ m m 0000000000000000 0000000000000000 1 1 1 1 1 1 1 1 1 1 1 GGN V NO jOOt1G ��+4u.aw-w�0000�� N WUW 610 0 0 00000000000 0 0 0 0 0 0 0 0 0 WPIPIPIPI 0 0 0 0 oo?PooP000000000= yio�o+mmil O C O O O O O O O O p 0 0 0 0 0 iou� +>n�mf+�N�Nom 000mWa,000000000 I to to W1. � + UO+61m oou7o V m,0000000000 �ImN+Op G m O Y u 0 0 v v 0 0 0 0 0 p 0 0 N ? m tl (,1 j,1 W W m b 0 0 G C 0 0 0 0 0 ! N I I N N! N I N+ O00ppOpOOQOOCC 1 r o+N�uoNcn+o�l+pmm p O C G O p O 0 0+ x+{ 0 0 0 0 0 0 0 0 0 N 1 O O I J N J 0 0 0 0 0 0 0 0 0 ��oo�o:w00000000� N+N+uvin .lo W oopuo, N 0 V m m OO N Q W N W O+ m m 0000000000000000 0000000000000000 1 1 1 1 1 1 1 1 1 1 1 GGN V NO jOOt1G ��+4u.aw-w�0000�� N WUW 610 0 0 00000000000 0 0 0 0 0 0 0 0 0 WPIPIPIPI 0 0 0 0 oo?PooP000000000= + O C O O O O O O O O p 0 0 0 0 0 +>n�mf+�N�Nom I I to to W1. cri UO+61m V tlU �ImN+Op G m O O O V V v v 0 0 0 0 0 0 0 0 0 0 ? O G N 1 l G G� 0 0 0 O 0 0 0 0 0 0 O O O Id, O00ppOpOOQOOCC 1 p O C G O p O p 0 0 0 I I +.l I I y�uam+.lo?'o I I 1 1 1 I S�+f I o�N r4 r m atm O p m N rn O O O O++ m m¢ m + 0 0 0 0 0 0 0 O 0 0 O G 0 0 C O 0 0 0 0 N O O O -191P. p Ip. IPIPIP' 0 0 P O � O P O O O O O p 0 0 0 0 0 0 0 0 0 0 b W ON G Qp (j10 � V+W 00 •+N G N NN V �+tlN N��mgj,� V 0 0 O O 01 D o N 4 m Im W W O O 0 0 D O 0 O Q 0 O O 0 0 C O 0 0 O C FIELD SERVICE PROCEDURES IN ORDER TO GIVE YOU PROMPT SERVICES AND KEEP PROBLEMS TO A MINIMUM, PLEASE HANDLE ANY SHORTAGES OR BACK CHARGES IN THE FOLLOWING MANNER: CAREFULLY CHECK YOUR PACKING UST WHILE UNLOADING. MARK ANY ITEMS, WHICH APPEAR TO BE MISSING AND NOTIFY THE FIELD SERVICE DEPARTMENT AT THE NUMBER SHOWN IN THE TITLE BLOCK AS SOON AS POSSIBLE. CALLING SOMEONE ELSE COULD DELAY THE PROPER RESPONSE AUTHORIZATION FOR CORRECTIVE WORK NORMAL ERECTION OPERATIONS INCLUDE THE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, CHIPPING, WELDING OR CUTTING AND THE DRAWING OF ELEMENTS INTO LINE THROUGH THE USE OF DRIFT PINS. ERRORS WHICH CANNOT BE CORRECTED BY THE FOREGOING MEANS OR WHICH REQUIRE MAJOR CHANGES IN THE MEMBER CONFIGURATION SHOULD BE REPORTED IMMEDIATELY TO THE OWNER AND FABRICATOR BY THE ERECTOR, TO ENABLE WHOEVER IS RESPONSIBLE EITHER TO CORRECT THE ERROR OR TO APPROVE THE MOS UNLOADING, HANDLING, AND STORING MATERIALS STRUCTURAL - A GREAT AMOUNT OF TIME AND TROUBLE CAN BE SAVED IF THE BUILDING PARTS ARE UNLOADED AT THE BUILDING SITE ACCORDING TO A PRE -ARRANGED PLAN. PROPER LOCATION AND HANDLING OF COMPONENTS WILL EUMINATE UNNECESSARY HANDLING. NOTE: PIECE MARKS ARE STENCILED ON PRIMARY STRUCTURAL MEMBERS AT LOWER END V-0" FROM END. INSPECT ALL SHIPMENTS PRIOR TO RELEASING THE TIE -DOWNS SHORT MATERIALS- IMMEDIATELY UPON DELIVERY OF MATERIAL, QUANTITIES ARE TO BE EFFICIENT AND ECONOMICAL METHOD OF CORRECTION TO BE USED BY OTHERS. (AISC 303-10, FOR LOADS THAT MAY HAVE SHIFTED DURING TRANSIT! 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, OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE DOCUMENT. NEITHER THE MANUFACTURER NOR THE CARRIER IS RESPONSIBLE FOR THE AN 'AUTHORIZATION FOR CORRECTIVE WORK' MUST BE ISSUED IN WRITING BY THE REMEMBER, SAFETY FIRST! 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 SHORTAGES ARE NOT NOTED ON SHIPPING DOCUMENTS WHEN THE MATERIAL IS DELIVERED, MAXIMUM TOTAL COST SET FORTH. ALTERNATIVE CORRECTIVE WORK OTHER THAN THAT FROM DAMAGE DURING THE UNLOADING PROCESS. IT ALSO FACILITATES THE PLACING OF AND THEN ACKNOWLEDGED BY THE CARRIER'S AGENT. IF THE CARRIER IS THE MANUFACTURER, PROPOSED IN THE "INITIAL CLAIM' MAY BE DIRECTED BY THE MANUFACTURER IN THE SLINGS OR CABLES AROUND THE MEMBERS FOR LATER UFnNG AND ALLOWS MEMBERS TO BE CLAIMS FOR SHORTAGES ARE TO BE MADE BY THE CUSTOMER TO THE COMMON CARRIER. IF 'AUTHORIZATION OF CORRECTIVE WORK.' ONLY THE FIELD SERVICE DEPARTMENT MAY BOLTED TOGETHER INTO SUB -ASSEMBLIES WHILE ON THE GROUND. EXTRA CARE SHOULD THE MATERIAL QUANTITIES RECEIVED ARE CORRECT ACCORDING TO THE QUANTITIES THAT ARE AUTHORIZE CORRECTIVE WORK. ALWAYS BE EXERCISED IN THE UNLOADING OPERATION TO PREVENT INJURIES FROM BILLED ON THE SHIPPING DOCUMENTS, BUT ARE LESS THAN THE QUANTITIES ORDERED OR THE THE CRANE MANUFACTURER WALL SPECIFY A MINIMUM PERIOD BUT IT SHOULD NOT EXCEED 2 HANDLING THE STEEL AND TO PREVENT DAMAGE TO MATERIALS AND THE CONCRETE SLAB. QUANTITIES THAT ARE NECESSARY TO COMPLETE THE METAL BUILDING ACCORDING TO THE FINAL CLAIM - THE 'FINAL CLAIM' IN WRITING MUST BE FORWARDED BY THE CUSTOMER TO IF WATER IS ALLOWED TO REMAIN FOR EXTENDED PERIODS IN BUNDLES OF PRIMED PARTS ORDER DOCUMENTS, CLAIM IS TOO BE MADE OF THE MANUFACTURER. THE MANUFACTURER WITHIN TEN (10) DAYS OF COMPLETION OF THE CORRECTIVE WORK T THE MANUFACTURER SUCH AS GIRTS, PURLINS, ETC., THE PIGMENT WILL FADE AND THE PAINT WILL GRADUALLY DAMAGED OR DEFECTIVE MATERIAL - DAMAGED OR DEFECTIVE MATERIAL, REGARDLESS OF THE MANUFACTURER. SOFTEN REDUCING ITS BOND TO THE STEEL THEREFORE, UPON RECEIPT OF A JOB, ALL BUNDLES OF PRIMED PARTS SHOULD BE STORED AT AN ANGLE TO ALLOW ANY TRAPPED THE DEGREE OF DAMAGE, MUST BE NOTED ON THE SHIPPING DOCUMENTS BY THE CUSTOMER • DO NOT USE WOOD BLOCKING TO HOLD EQUIPMENT OFF OF PANEL SEAMS. THIS BLOCKS WATER TO DRAIN AWAY AND PERMIT AIR CIRCULATION FOR DRYING. PUDDLES OF WATER AND ACKNOWLEDGED IN WRITING BY THE CARRIER'S AGENT. THE MANUFACTURER LS NOT THE "FINAL CLAIM" MUST INCLUDE: 1. ACTUAL NUMBER OF MAN-HOURS BY DATE OF DIRECT LABOR USE ON CORRECTIVE WORK SHOULD NOT BE ALLOWED TO COLLECT AND REMAIN ON COLUMNS OR RAFTERS FOR THE RESPONSIBLE FOR MATERIAL DAMAGED IN UNLOADING OF PACKAGED OR NESTED MATERIALS, AND ACTUAL HOURLY RATES OF PAY SAME REASON. INCLUDING, BUT NOT LIMITED TO: FASTENERS, SHEET METAL, 'C' & 'Z' SECTIONS & COVERING 2. TAXES AND INSURANCE ON TOTAL ACTUAL DIRECT LABOR. THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR ONLY A PANELS THAT BECOME WET AND/OR DAMAGED BY WATER WHILE IN THE POSSESSION OF 3. OTHER DIRECT COSTS ON ACTUAL DIRECT LABOR. SHORT PERIOD OF EXPOSURE TO ORDINARY ATMOSPHERIC CONDITIONS. THE COAT OF SHOP OTHERS PACKAGED NESTED MATERIAL THAT BECOMES WET IN TRANSIT MUST BE 4. COST OF MATERIAL (NOT MINOR SUPPLIES) AUTHORIZED BY THE MANUFACTURER TO BE PRIMER DOES NOT PROVIDE THE UNIFORMITY OF THE DURABILITY AND OF UNPACKED, UNSTACKED AND DRIED THE CUSTOMER. If THE CARRIER IS THE ED PURCHASED FROM OTHER THAN THE MANUFACTURER, INCLUDING COPIES OF PAID INVOICES. ISH COT CORROSION RESISTANCE OF A FIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER. IN MANUFACTURER, THE CUSTOMER MUST MAKE CLAIM FOR DAMAGE DIRECTLY S THE T MANUFACTURER. IF THE CARRIER IS A COMMON CARRIER, THE CUSTOMER MUST MAKE 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 CLAIM FOR DAMAGE TO THE COMMON CARRIER. THE MANUFACTURER IS NOT LIABLE FOR ANY CLAIM- MUST BE SIGNED AND CERTIFIED TRUE AND CORRECT BY THE CUSTOMER. -FINAL PRIMER SHOULD BE TOUCHED UP AS REQUIRED BEFORE ERECTIONI - SEE R1-06 TITLED CLAIM WHATSOEVER INCLUDING, BUT NOT LIMITED TO LABOR CHARGES OF CONSEQUENTIAL CLAIMS' ARE CREDITED TO THE CUSTOMER BY THE MANUFACTURER IN AN AMOUNT NOT TO "SHOP PRIMED STEEL' DAMAGES RESULTING FROM THE CUSTOMER'S USE OF DAMAGED OF DETECTIVE MATERIALS THAT EXCEED THE LESSER OF THE MAXIMUM TOTAL COST SET FORTH IN WRITING IN THE CAN BE DETECTED BY VISUAL INSPECTION. AUTHORIZATION FOR CORRECTIVE WORK- OR TOTAL ACTUAL DIRECT COST OF CORRECTIVE TEMPORARY SUPPORTS WORK. OIL CANNING IS NOT CAUSE FOR REJECTION •• IMPORTANT NOTE - COST OF EQUIPMENT (RENTAL OR DEPRECIATION), SMALL TOOLS, TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR EXCESSIVE MATERIAL - THE MANUFACTURER RESERVES THE RIGHT TO RECOVER ANY SUPERVISION, OVERHEAD AND PROFIT ARE NOT SUBJECTED TO CLAIMS. OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE MATERIAL DELIVERED IN EXCESS OR THOSE REQUIRED BY THE ORDER DOCUMENTS. ENOUGH TIME. THE ROOF SHOULD BE PERIODICALLY INSPECTED FOR SUCH CONDITIONS AND IF THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS FOUND, THEY SHOULD BE RECTIFIED IN A MANNER CONSISTENT WITH THESE ROOF SHIPMENT ARRIVAL TIME - EVERY EFFORT WILL BE MADE TO SEE THAT THE CARRIER COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING INITIAL CLAIM - IN THE EVENT OF ERROR, THE CUSTOMER MUST PROMPTLY MAKE A WRITTEN ARRIVES AT THE JOBSITE ON THE REQUESTED DAY AND AT THE REQUESTED HOUR. FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING OR VERBAL 'INITIAL CIM' TO THE MANUFACTURER FOR THE CORRECTION OF DESIGN, MANUFACTURER MAKES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY FOR COSTS E OTHERS,SUCH FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE UNPAJSC DRAFTING, BILL OF MATERIALS OF FABRICATION ERROR. THE 'INITIAL CLAIM' INCLUDES: ASSOCIATED WITH A SHIPMENT NOT ARRIVING AT A REQUESTED TIME UNLESS A SEPARATE AGREEMENT HAS BEEN MADE IN WRITING FOR A GUARANTEED ARRIVAL TIME LOADS AS THOSE DUE TORNADO, EXPLOSION OR COLLISION. SECT. CODE OF ALL HIGH-STRENGTH BOLTS SHALL BE PERIODICALLY INSPECTED FOR TIGHTNESS, TO 'RED RUST' IN A SHORT TIME IF DISCOLORATION OR STAINS ARE MINOR, A HOUSEHOLD STANDARD PRACTICE 9TH ED.). 1. DESCRIPTION OF THE NATURE AND EXTENT OF THE ERRORS,INCLUDING QUANTITIES. THE CRANE MANUFACTURER WALL SPECIFY A MINIMUM PERIOD BUT IT SHOULD NOT EXCEED 2 THE STAINS. WIRE BRUSHING OR USING ABRASIVE MATERIALS SHOULD BE AVOIDED SINCE 2 DESCRIPTION OF THE NATURE AND EXTENT OF PROPOSED CORRECTIVE WORK INCLUDING SCRATCHING OR REMOVAL OF THE COATING COULD OCCUR. PANELS WITH SIGNIFICANT ESTIMATED MAN-HOURS. DRAINAGE 3. MATERIAL TO BE PURCHASED FROM OTHER THAN THE MANUFACTURER, INCLUDING QUICKLY DRAIN FROM ROOF. ESTIMATED QUANTITIES AND COST. • DO NOT USE WOOD BLOCKING TO HOLD EQUIPMENT OFF OF PANEL SEAMS. THIS BLOCKS O Q E Q 4. MAXIMUM TOTAL COST OF PROPOSED CORRECTIVE WORK AND MATERIAL TO BE PURCHASED O • DO NOT ALLOW ROOFTOP AC UNITS OR EVAPORATIVE COOLERS TO DRAIN ONTO THE ROOF. FROM OTHER THAN THE MANUFACTURER. • ANYTHING THAT TRAPS OR HOLDS MOISTURE ON A ROOF WALL CAUSE PREMATURE En L0 R1-01 TYPES OF FINISHES SHOP PRIMED STEEL ALL STRUCTURAL MEMBERS OF THE METAL BUILDING SYSTEM NOT FABRICATED OF CORROSION RESISTANT MATERIAL OR PROTECTED BY A CORROSION RESISTANT COATING ARE PAINTED WITH ONE COAT OF SHOP PRIMER MEETING THE PERFORMANCE REQUIREMENTS OF SSPC PAINT SPECIFICATION NO. 15. THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR ONLY A SHORT PERIOD OF EXPOSURE TO ORDINARY ATMOSPHERIC CONDITIONS. SHOP PRIMED STEEL WHICH IS STORED IN THE FIELD PENDING ERECTION SHOULD BE KEPT FREE OF THE GROUND AND SO POSITIONED AS TO MINIMIZE WATER -HOLDING POCKETS, DUST, MUD AND OTHER CONTAMINATION OF THE PRIMER FILM. REPAIRS OF DAMAGE TO PRIMED SURFACES AND/OR REMOVAL OF FOREIGN MATERIAL DUE TO IMPROPER FIELD STORAGE OR SITE CONDITIONS ARE NOT THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS NOT RESPONSIBLE FOR DETERIORATION OF THE SHOP COAT OF PRIMER OR CORROSION THAT MAY RESULT FROM EXPOSURE TO ATMOSPHERIC AND ENVIRONMENTAL CONDITIONS, NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED COATING. MINOR ABRASIONS TO THE SHOP COAT (INCLUDING GALVANIZING) CAUSED BY HANDLING, LOADING, SHIPPING UNLOADING AND ERECTION AFTER PAINTING OR GALVANIZING ARE UNAVOIDABLE. (MBMA 06 IV 4.24) GALVALUME GALVALUME IS THE TRADE NAME FOR A PATENTED STEEL SHEET & COIL PRODUCT HAVING A COATING OF CORROSION RESISTANT ALUMINUM -LNC ALLOY. THE ALLOY MIXTURE IS BALANCED TO OBTAIN THE COATING THAT RETAINS THE CORROSION RESISTANCE & HEAT REFLECTIVITY OF ALUMINUM & THE GALVANIC PROTECTION OF ZINC. THE BEST PROPERTIES OF BOTH ALUMINUM & ZINC ARE COMBINED IN THIS COATING & OFFER ADDED SERVICE LIFE FOR BUILDING PANELS. PRE -PAINTED USING GALVALUME STEEL AS A SUBSTRATE, PRE -PAINTED STEEL IS GIVEN AN ADDITIONAL RUST INHIBITOR PRIMER COAT. THIS PRIMER COAT FURTHER INCREASES THE CORROSION RESISTANCE. THESE COATINGS ARE APPLIED TO THE EXTERIOR SURFACE OF THE PANELS AND THE WASH COAT, DESIGNED ONLY FOR INTERIOR USE, IS APPLIED ON THE OPPOSITE SIDE. GALVALUME AND PRE -PAINTED STEEL CAN GIVE EXCELLENT SERVICE FOR MANY YEARS IF A FEW RULES CONCERNING THEIR CARE AND MAINTENANCE ARE OBSERVED. ALL OF THESE FINISHES ARE EQUALLY SUBJECT TO DAMAGE AND CORROSION WHEN CARE IS NOT PROVIDED. PAINT AND COATING MAINTENANCE REMOVE SMUDGE MARKS FROM BARE GALVALUME®. FORMULA 409 HAS PROVEN TO BE SOMEWHAT EFFECTIVE. LIGHTLY RUB WITH A CLEAN CLOTH AND RINSE WITH WATER. DO NOT RUB MORE THAN REQUIRED TO REMOVE SMUDGE NO PRODUCT WILL REMOVE ALL SMUDGE MARKS. REMOVE RUST STAINS. SOFT SCRUB WITHOUT BLEACH HAS PROVEN TO BE SOMEWHAT EFFECTIVE. LIGHTLY RUB WITH A SOFT CLOTH AND RINSE WITH WATER. DO NOT RUB MORE THAN REQUIRED TO REMOVE STAIN. NO PRODUCT WILL COMPLETELY REMOVE RUST STAINS. TO TOUCH-UP SCRATCHES IN PAINT (NOT TO BARE METAL), DEAN AREA TO BE PAINTED WITH MILD DETERGENT. RINSE THOROUGHLY AND DRY. USING A SMALL ARTIST'S BRUSH, LIGHTLY APPLY THE MINIMAL AMOUNT OF COLOR MATCHED TOUCH-UP PAINT REQUIRED TO FILL/COVER THE SCRATCH. CONTACT BUILDING MANUFACTURER FOR ASSISTANCE WITH ORDERING/PURCHASING TOUCH-UP PAINT AS NEEDED. R 1-06 Erection Guide R1 Apr'16 06 R 1-02 I R 1-03 DAMAGE FROM CONDENSATION OR TRAPPED WATER IT IS EXTREMELY IMPORTANT THAT THE PANELS BE MONITORED FOR EVIDENCE OF TRAPPED WATER OR MOISTURE CONDENSATION WHILE AWAITING ERECTION. HIGH HUMIDITY CONDITIONS WITH TEMPERATURE CYCLING WILL CAUSE CONDENSATION BETWEEN THE PANELS WITHIN THE BUNDLE. CONDENSATION CAN OCCUR FREQUENTLY NEAR THE SEA COAST OR OTHER LARGE BODIES OF WATER. IF JOBSITE COVERS ARE USED, THEY SHOULD BE TIED AWAY FROM THE BUNDLE AT THE CORNERS TO ALLOW AIR CIRCULATION AROUND THE BUNDLE. THIS WILL HELP PREVENT MOISTURE EVAPORATING FROM THE GROUND OR BUILDING FLOOR FROM CONDENSING ON THE PANELS. PLASTIC OR OTHER IMPERMEABLE COVERS ARE NOT RECOMMENDED. IMMEDIATE ACTION IS REQUIRED IF THE PANELS ARE FOUND TO BE WET FROM ANY CAUSE THE BUNDLES MUST BE OPENED AND EACH PANEL UNSTACKED AND THOROUGHLY DRIED ON BOTH SIDES. RE -STACKING THE PANELS AT A SLIGHT ANGLE TO EACH OTHER TO PREVENT NESTING WILL ALLOW AIR CIRCULATION AND ASSIST IN KEEPING THE PANELS DRY. IN SEVERE CONDITIONS LARGE FANS CAN BE USED TO CIRCULATE AIR BETWEEN THE UNSTACKED PANELS AND ACCELERATE DRYING. DAMAGE TO THE PANEL COATING OCCURS WHEN PANELS BECOME WET AND ARE ALLOWED TO STAY WET. DAMAGE CAN OCCUR TO NESTED PANELS WITHIN 24-48 HOURS. THIS DAMAGE SHOWS AS CORROSION AND DISCOLORATION OF THE PANEL SURFACE AND IS COMMONLY CALLED WET STORAGE STAIN, ZINC OXIDATION, OR 'WHITE RUST'. SAFETY COMMITMENT THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR APPLYING AND OBSERVING ALL PERTINENT SAFETY RULES AND OSHA STANDARDS AS APPLICABLE. THE BUILDING MANUFACTURER HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF THE BUILDING MANUFACTURER. IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, WHETHER STANDARD STATUTORY OR CUSTOMARY, SHOULD ALWAYS BE FOLLOWED TO HELP ENSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. FOR PURPOSES OF DETERMINING LIFT REQUIREMENTS, NO BUNDLE SUPPLIED BY THE MANUFACTURER WILL EXCEED 4,000 POUNDS. FOR FURTHER INFORMATION ALSO REFERENCE THE BILL OF MATERIALS FOR INDIVIDUAL MEMBER WEIGHTS OF OTHER STRUCTURAL MEMBERS, IF ADDITIONAL INFORMATION IS REQUIRED CONTACT THE FIELD SERVICE DEPARTMENT. ICE AND SNOW REMOVAL EXCESSIVE ICE AND SNOW SHOULD BE REMOVED FROM ROOF IMMEDIATELY TO PREVENT DAMAGE TO ROOF AND POSSIBLE COLLAPSE. DO NOT USE METAL TOOLS TO REMOVE THE ICE TARP OR SNOW AS THIS CAN DAMAGE THE PAINT AND/OR GALVALUME COATINGS. ALSO, BE CAREFUL AROUND PLUMBING PIPES AND FLASHINGS. BE EXTREMELY CAREFUL IF YOUR ROOF HAS LIGHT TRANSMITTING PANELS. THESE PANELS WILL NOT SUPPORT A PERSON'S WEIGHT AND WILL BE DIFFICULT OR IMPOSSIBLE TO SEE IF THEY ARE COVERED WITH ICE AND SNOW. SEE 2002 MBMA LOW-RISE BUILDING SYSTEMS MANUAL APPENDIX A8 FOR DETAILS ON SNOW REMOVAL PROCEDURES. THESE PROCEDURES SHOULD COMMENCE WHEN HALF OF THE DESIGN ROOF SNOW LOAD SHOWN ON THIS SHEET IS AIR CIRCULATION REALIZED. R1-07 I R1-08 ROOF AND WALL PANELS I DAMAGE DURING CONSTRUCTION MANUFACTURER'S WALL AND ROOF PANELS INCLUDING COLOR COATED, GALVALUME & GALVANIZED, PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL UNLOADING & ERECTION PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE QUALITY MERCHANDISE, WHICH MERITS CAUTIOUS CARE IN HANDLING. UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF SHEETS SHOULD BE LIFTED OFF THE TRUCK WITH EXTREME CARE TAKEN TO ENSURE THAT NO DAMAGE OCCURS TO ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES MOULD BE STORED OFF THE GROUND SUFFICIENTLY HIGH TO ALLOW AIR CIRCULATION UNDERNEATH THE PACKAGES. THIS AVOIDS GROUND MOISTURE & DETERS PEOPLE FROM WALKING ON THE PACKAGES. ONE END OF THE PACKAGE SHOULD ALWAYS BE ELEVATED TO ENCOURAGE DRAINAGE IN CASE OF RAIN. THE MFR EXERCISES EXTREME CAUTION DURING FABRICATING AND SHIPPING OPERATIONS TO ENSURE THAT ALL PANEL STOCK IS KEPT DRY. HOWEVER, DUE TO CUMATIC CONDITIONS, WATER FORMED BY CONDENSATION OF HUMID AIR CAN BECOME TRAPPED BETWEEN STACKED SHEETS. WATER CAN ALSO BE TRAPPED BETWEEN THE STACKED SHEETS WHEN EXPOSED TO RAIN. THIS MAY CAUSE DISCOLORATION CAUSED BY TRAPPED MOISTURE. THE STAIN IS USUALLY SUPERFICIAL & HAS LITTLE EFFECT ON THE APPEARANCE OR SERVICE LIFE OF THE PANELS AS LONG AS IT IS NOT PERMITTED TO REMAIN ON THE PANELS. HOWEVER, MOISTURE IN CONTACT WITH THE SURFACE OF THE PANELS OVER AN EXTENDED PERIOD CAN SEVERELY ATTACK THE FINISH & REDUCE THE EFFECTIVE SERVICE LIFE. SEE R1-07 'DAMAGE FROM CONDENSATION OR TRAPPED WATER. - CAUTION: CARE SHOULD ALWAYS BE TAKEN WHEN WALKING ON PANELS. USE SAFETY LINES AND NETS WHEN NECESSARY! PANELS ARE SLIPPERY. WIPE DRY ANY MOISTURE OR SURFACE MATERIAL THAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE. DEW, FROST, OR OTHER FORMS OF MOISTURE GREATLY INCREASE THE SUPPERINESS OF THE PANELS. ALWAYS ASSUME PANEL SURFACE IS SUPPERY & ACT ACCORDINGLY. NEVER WALK OR STEP ON SKYUGHTS OR TRANSLUCENT PANELS! USE WOOD BLOCKING TO ELEVATE & SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. WHEN HANDLING OR UNCRATING THE PANELS, UFT RATHER THAN SLIDE THEM APART. BURRED EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SUD OVER ONE ANOTHER. NEVER ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. DRAINAGE n® ELEVATE R 1-04 ROOF MAINTENANCE GUIDELINES +INSPECT ROOF FOR DAMAGE AFTER HEAVY STORMS. •INSPECT AND RESEAL AS NECESSARY ALL ROOF CURBS AND OTHER PENETRATIONS PITH URETHANE SEALANT. * ALWAYS GET MANUFACTURER APPROVAL BEFORE MAKING ANY MODIFICATIONS TO THE ROOF. * REPAINT ANY AREAS THAT ARE SUSCEPTIBLE TO RUST AS REQUIRED. • WHEN PERFORMING ROOF MAINTENANCE, ALWAYS TAKE THE FOLLOWING PRECAUTIONS: • USE FALL PROTECTION AND OTHER SAFETY EQUIPMENT AS REQUIRED. " DO NOT WALK ON ROOF FLASHINGS SUCH AS GUTTER, RAKE, HIP OR RIDGE FLASH. • DO NOT WALK ON LIGHT TRANSMITTING PANELS (LTP'S). THEY WILL NOT SUPPORT A PERSON'S WEIGHT. • GUARD ALL LTP'S AND ROOF OPENINGS. • STEP ONLY IN THE PANEL FLAT DIRECTLY ON OR IN CLOSE PROXIMITY TO A SUPPORTING ROOF STRUCTURAL • AFTER OTHER TRADES HAVE BEEN ON THE ROOF FOR ANY REASON. INSPECT THE ROOF FOR DAMAGE CAUSED BY WORKERS INCLUDING CHEMICAL OR SOLVENT SPILLS, SCRATCHES IN THE PAINT OR GALVALUME R COATING, EXCESSIVE FOOT TRAFFIC AND PUNCTURES. MAKE SURE THAT ANY DEBRIS OR SCRAP LEFT BEHIND BY THE WORKERS IS REMOVED FROM THE ROOF IMMEDIATELY. AVOID USING CUTOFF SAWS AND WELDING EQUIPMENT OVER THE ROOF. IN CASES WHERE THIS IS NOT POSSIBLE, THE ROOF MUST ADEQUATELY PROTECTED. FOOT TRAFFIC KEEP FOOT TRAFFIC TO A MINIMUM. HEAVY FOOT TRAFFIC CAN CAUSE PONDING ON LOW PITCHED ROOFS. THIS IS PARTICULARLY TRUE JUST UPSLOPE FROM THE EAVE AND AT ENDLAPS. ALWAYS WALK IN THE FLAT OF THE PANEL NEAR A SUPPORTING RQOF STRUCTURAL DO NOT WALK ON TRIM OR IN GUTTERS. ON BARE GALVALUMEI0 ROOFS, EXCESSIVE FOOT TRAFFIC MAY CAUSE BLACK BURNISH MARKS. IF REGULAR FOOT TRAFFIC IS PLANNED FOR A ROOF, PROVISIONS SHOULD BE MADE FOR A PROPERLY DESIGNED AND INSTALLED ROOF WALKWAY SYSTEM. IN ORDER TO LIMIT ACCESS TO THE ROOF, ROOF HATCHES OR ACCESS LADDERS SHOULD BE LOCKED AT ALL TIMES. A SIGN SHOULD BE POSTED AT THE POINT OF ACCESS, STATING THAT ONLY AUTHORIZED PERSONNEL ARE ALLOWED ONTO THE ROOF. IN ADDITION, A LOG BOOK SHOULD BE KEPT OF ALL VISITS TO THE ROOF AND THE REASON FOR SUCH VISITS. DISSIMILAR METALS NEVER ALLOW YOUR ROOF TO COME IN CONTACT WITH, OR WATER RUNOFF FROM, ANY DISSIMILAR METAL INCLUDING BUT NOT LIMITED TO: COPPER, LEAD OR GRAPHITE. THIS INCLUDES COPPER AND ARSENIC SALTS USED IN TREATED LUMBER, CALCIUM USED IN CONCRETE, MORTAR AND GROUT. R1-09 THE QUALITY OF WORKMANSHIP IN STEEL ERECTION, CONSTRUCTION PRACTICES, AND HANDLING METHODS USED DURING THE CONSTRUCTION OF THE METAL BUILDING CAN SIGNIFICANTLY AFFECT THE APPEARANCE AND PERFORMANCE OF THE BUILDING PANELS. PANEL DAMAGE DURING CONSTRUCTION CAN BE THE RESULT OF FAULTY INSTALLATION METHODS AND/OR CARELESSNESS. OVERDRIVEN FASTENERS CAUSE INDENTATIONS OR SHALLOW POCKETS IN THE PANEL AROUND THE FASTENER HEAD. RAIN WATER OR CONDENSED MOISTURE COMBINED WITH ATMOSPHERIC POLLUTANTS (PRINCIPALLY SULFUR DIOXIDES) AND DIRT PARTICLES COLLECT IN THESE POCKETS. THE COMBINATION OF POLLUTANTS AND WATER CREATES ACID SOLUTIONS THAT WILL CAUSE CORROSION DAMAGE TO THE PANEL AND FASTENER. RAIN MAY WASH SOME POLLUTANTS AWAY, BUT MOISTURE IN THE FORM OF HIGH HUMIDITY CAN KEEP THESE AREAS WET AND CONTINUE THE PROBLEM. OVERDRIVING THE FASTENER ALSO FORCES THE SEALING WASHER FROM UNDER THE FASTENER HEAD CREATING A LEAK AT THIS POINT. PROPER TORQUE ADJUSTMENT OF THE SCREW GUN OR PREFERABLY THE USE OF A DEPTH GAUGE WILL ELIMINATE THE PROBLEM OF OVERDRIVEN FASTENERS. IT IS EXTREMELY IMPORTANT THAT ALL DRILL SHAVINGS FROM THE INSTALLATION OF PANEL FASTENERS AND FlLUNGS FROM THE SAW CUTTING OF PANELS BE REMOVED FROM THE PANEL SURFACE CORROSION CAN OCCUR IN A MATTER OF HOURS WHEN THESE SHAVINGS OR FILLINGS ARE NOT REMOVED AND ARE ALLOWED TO COME IN CONTACT WITH WATER OR CONDENSED MOISTURE. WHEN PANELS ARE PRE -DRILLED OR CUT IN THE STACK PRIOR TO ERECTION ALL SHAVINGS OR FILLINGS MUST BE CLEANED FROM BOTH SIDES OF THE PANEL TO PREVENT CORROSION OF THE PANEL BY THESE PARTICLES IT IS IMPERATIVE THAT THE ROOF BE SWEPT CLEAN AT LEAST DAILY AND CERTAINLY AT JOB COMPLETION. THE FINAL CLEANING OF THE ROOF SHOULD BE DONE PRIOR TO INSTALLING THE GUTTER SO THAT THE SHAVINGS ARE NOT DEPOSITED INTO THE GUTTER AND LEFT TO CORRODE ANY OTHER FOREIGN OBJECTS OR DEBRIS LEFT BY CONSTRUCTION PERSONNEL SHOULD ALSO BE REMOVED FROM THE ROOF. DURING THE ERECTION OF THE ROOF AND THE INSTALLATION OF EQUIPMENT SUCH AS AIR CONDITIONING UNITS, ETC... PERSONNEL WALKING ON THE PANELS CAN CAUSE DAMAGE. WORKMEN SHOULD STEP OR WALK IN THE BROAD FLAT AREAS OF THE PANEL AND AVOID STEPPING ON THE PANEL ENDS AND EDGES WHICH CAN BE BENT BY CARELESS HANDLING. E THIS DAMAGE IS SEVERE, THE EDGES MUST BE STRAIGHTENED PRIOR TO ERECTION SINCE THE APPEARANCE AND/OR WEATHER TIGHTNESS OF THE PANEL COULD BE AFFECTED. DRAGGING ONE PANEL ACROSS ANOTHER CAN CUT OR ABRADE THE COATING CAUSING UNSIGHTLY MARKS ON THE PANEL SURFACE. ATTEMPTS TO ERECT PANELS DURING WINDY CONDITIONS SHOULD BE AVOIDED TO PREVENT DAMAGE AND FOR SAFETY CONSIDERATIONS. LEAVING DIRT PILED AGAINST THE EXTERIOR WALL PANELS AT THE FOUNDATION WILL CAUSE PANEL DAMAGE. THIS DIRT MAY BE WET OR AT LEAST WILL CONTAIN SOME MOISTURE. MUD MAY HAVE BEEN SPLASHED ONTO THE WALL DURING CONSTRUCTION. CORROSION DAMAGE MAY OCCUR WHERE THIS DIRT OR MUD CONTACTS THE PANELS. IN AREAS WHERE UME STABILIZATION OF THE SOIL IS REQUIRED, CORROSION DAMAGE FROM THE SOIL'S CONTENT WILL BE ACCELERATED AND MOST LIKELY BE SEVERE. ALL DIRT MUST BE REMOVED FROM THE PANEL WALLS AT THE COMPLETION OF THE WORK. PRE -PAINTED PANELS MAY REQUIRE TOUCH-UP IF THE COATING HAS BEEN DAMAGED DURING HANDLING OR ERECTION. THE APPEARANCE OF THE BLDG. MAY BE AFFECTED IF DAMAGED SPOTS OR SCRATCHES ARE LOCATED IN HIGHLY VISIBLE PLACES SUCH AS AROUND DOORS, WINDOWS, ETC... IF THE DAMAGE IS EXTENSIVE THEN REPLACEMENT OF THE ENTIRE PANEL SHOULD BE CONSIDERED. R 1-05 PE HMI T #_ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE ?ATE -J (- f BY 0 U oJ� m 0 O ti S g DEBRIS REMOVAL A SOFTENING OF THE PAINT FILM CAN OCCUR WITH PRE -PAINTED STEEL UNDER CULT STORA ANY FOREIGN DEBRIS SUCH AS SAWDUST, DIRT, LEAVES, ANIMAL DROPPINGS, ETC. WILL CAUSE 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 GALVANIZED AND GALVALUME PANELS REACT MORE QUICKLY TO SURFACE OXIDATION SINCE ENOUGH TIME. THE ROOF SHOULD BE PERIODICALLY INSPECTED FOR SUCH CONDITIONS AND IF THEY LACK THE ADDITIONAL PROTECTION OF PAINT. ZINC COATED OR GALVALUME PANELS FOUND, THEY SHOULD BE RECTIFIED IN A MANNER CONSISTENT WITH THESE ROOF UNDER NORMAL EXPOSURE FORM A ZINC OR ALUMINUM OXIDE FILM ON THEIR SURFACE MAINTENANCE GUIDELINES. NEVER ALLOW TREATED LUMBER OR CONCRETE/MORTAR/GROUT TO ALLOWING A SLOW OXIDATION PROCESS CALLED 'WEATHERING' TO OCCUR THAT INHIBITS COME IN CONTACT WITH ROOF PANELS, ESPECIALLY GALVALUME®, FOR EXTENDED PERIODS FURTHER CORROSION. IN NESTED BUNDLES CONSTANT CONTACT OF THE PANELS WITH OF TIME. CONDENSED OR TRAPPED WATER PREVENTS THIS WEATHERING PROCESS. PERIODIC INSPECTION 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, 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. CLEANER OF THE TYPE USED ON PORCELAIN SINKS AND BATHTUBS MAY BE USED TO REMOVE THE CRANE MANUFACTURER WALL SPECIFY A MINIMUM PERIOD BUT IT SHOULD NOT EXCEED 2 THE STAINS. WIRE BRUSHING OR USING ABRASIVE MATERIALS SHOULD BE AVOIDED SINCE PEARS SCRATCHING OR REMOVAL OF THE COATING COULD OCCUR. PANELS WITH SIGNIFICANT DAMAGE SHOULD BE REPLACED BY THE BUYER BEFORE ERECTION. DRAINAGE • KEEP ROOF FREE OF DEBRIS AND KEEP DEBRIS OUT OF GUTTER TO ALLOW WATER TO QUICKLY DRAIN FROM ROOF. w N • DO NOT USE WOOD BLOCKING TO HOLD EQUIPMENT OFF OF PANEL SEAMS. THIS BLOCKS O Q E Q THE FLOW OF WATER AND HOLDS MOISTURE. O • DO NOT ALLOW ROOFTOP AC UNITS OR EVAPORATIVE COOLERS TO DRAIN ONTO THE ROOF. z • ANYTHING THAT TRAPS OR HOLDS MOISTURE ON A ROOF WALL CAUSE PREMATURE En L0 CORROSION. R1-07 I R1-08 ROOF AND WALL PANELS I DAMAGE DURING CONSTRUCTION MANUFACTURER'S WALL AND ROOF PANELS INCLUDING COLOR COATED, GALVALUME & GALVANIZED, PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL UNLOADING & ERECTION PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE QUALITY MERCHANDISE, WHICH MERITS CAUTIOUS CARE IN HANDLING. UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF SHEETS SHOULD BE LIFTED OFF THE TRUCK WITH EXTREME CARE TAKEN TO ENSURE THAT NO DAMAGE OCCURS TO ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES MOULD BE STORED OFF THE GROUND SUFFICIENTLY HIGH TO ALLOW AIR CIRCULATION UNDERNEATH THE PACKAGES. THIS AVOIDS GROUND MOISTURE & DETERS PEOPLE FROM WALKING ON THE PACKAGES. ONE END OF THE PACKAGE SHOULD ALWAYS BE ELEVATED TO ENCOURAGE DRAINAGE IN CASE OF RAIN. THE MFR EXERCISES EXTREME CAUTION DURING FABRICATING AND SHIPPING OPERATIONS TO ENSURE THAT ALL PANEL STOCK IS KEPT DRY. HOWEVER, DUE TO CUMATIC CONDITIONS, WATER FORMED BY CONDENSATION OF HUMID AIR CAN BECOME TRAPPED BETWEEN STACKED SHEETS. WATER CAN ALSO BE TRAPPED BETWEEN THE STACKED SHEETS WHEN EXPOSED TO RAIN. THIS MAY CAUSE DISCOLORATION CAUSED BY TRAPPED MOISTURE. THE STAIN IS USUALLY SUPERFICIAL & HAS LITTLE EFFECT ON THE APPEARANCE OR SERVICE LIFE OF THE PANELS AS LONG AS IT IS NOT PERMITTED TO REMAIN ON THE PANELS. HOWEVER, MOISTURE IN CONTACT WITH THE SURFACE OF THE PANELS OVER AN EXTENDED PERIOD CAN SEVERELY ATTACK THE FINISH & REDUCE THE EFFECTIVE SERVICE LIFE. SEE R1-07 'DAMAGE FROM CONDENSATION OR TRAPPED WATER. - CAUTION: CARE SHOULD ALWAYS BE TAKEN WHEN WALKING ON PANELS. USE SAFETY LINES AND NETS WHEN NECESSARY! PANELS ARE SLIPPERY. WIPE DRY ANY MOISTURE OR SURFACE MATERIAL THAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE. DEW, FROST, OR OTHER FORMS OF MOISTURE GREATLY INCREASE THE SUPPERINESS OF THE PANELS. ALWAYS ASSUME PANEL SURFACE IS SUPPERY & ACT ACCORDINGLY. NEVER WALK OR STEP ON SKYUGHTS OR TRANSLUCENT PANELS! USE WOOD BLOCKING TO ELEVATE & SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. WHEN HANDLING OR UNCRATING THE PANELS, UFT RATHER THAN SLIDE THEM APART. BURRED EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SUD OVER ONE ANOTHER. NEVER ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. DRAINAGE n® ELEVATE R 1-04 ROOF MAINTENANCE GUIDELINES +INSPECT ROOF FOR DAMAGE AFTER HEAVY STORMS. •INSPECT AND RESEAL AS NECESSARY ALL ROOF CURBS AND OTHER PENETRATIONS PITH URETHANE SEALANT. * ALWAYS GET MANUFACTURER APPROVAL BEFORE MAKING ANY MODIFICATIONS TO THE ROOF. * REPAINT ANY AREAS THAT ARE SUSCEPTIBLE TO RUST AS REQUIRED. • WHEN PERFORMING ROOF MAINTENANCE, ALWAYS TAKE THE FOLLOWING PRECAUTIONS: • USE FALL PROTECTION AND OTHER SAFETY EQUIPMENT AS REQUIRED. " DO NOT WALK ON ROOF FLASHINGS SUCH AS GUTTER, RAKE, HIP OR RIDGE FLASH. • DO NOT WALK ON LIGHT TRANSMITTING PANELS (LTP'S). THEY WILL NOT SUPPORT A PERSON'S WEIGHT. • GUARD ALL LTP'S AND ROOF OPENINGS. • STEP ONLY IN THE PANEL FLAT DIRECTLY ON OR IN CLOSE PROXIMITY TO A SUPPORTING ROOF STRUCTURAL • AFTER OTHER TRADES HAVE BEEN ON THE ROOF FOR ANY REASON. INSPECT THE ROOF FOR DAMAGE CAUSED BY WORKERS INCLUDING CHEMICAL OR SOLVENT SPILLS, SCRATCHES IN THE PAINT OR GALVALUME R COATING, EXCESSIVE FOOT TRAFFIC AND PUNCTURES. MAKE SURE THAT ANY DEBRIS OR SCRAP LEFT BEHIND BY THE WORKERS IS REMOVED FROM THE ROOF IMMEDIATELY. AVOID USING CUTOFF SAWS AND WELDING EQUIPMENT OVER THE ROOF. IN CASES WHERE THIS IS NOT POSSIBLE, THE ROOF MUST ADEQUATELY PROTECTED. FOOT TRAFFIC KEEP FOOT TRAFFIC TO A MINIMUM. HEAVY FOOT TRAFFIC CAN CAUSE PONDING ON LOW PITCHED ROOFS. THIS IS PARTICULARLY TRUE JUST UPSLOPE FROM THE EAVE AND AT ENDLAPS. ALWAYS WALK IN THE FLAT OF THE PANEL NEAR A SUPPORTING RQOF STRUCTURAL DO NOT WALK ON TRIM OR IN GUTTERS. ON BARE GALVALUMEI0 ROOFS, EXCESSIVE FOOT TRAFFIC MAY CAUSE BLACK BURNISH MARKS. IF REGULAR FOOT TRAFFIC IS PLANNED FOR A ROOF, PROVISIONS SHOULD BE MADE FOR A PROPERLY DESIGNED AND INSTALLED ROOF WALKWAY SYSTEM. IN ORDER TO LIMIT ACCESS TO THE ROOF, ROOF HATCHES OR ACCESS LADDERS SHOULD BE LOCKED AT ALL TIMES. A SIGN SHOULD BE POSTED AT THE POINT OF ACCESS, STATING THAT ONLY AUTHORIZED PERSONNEL ARE ALLOWED ONTO THE ROOF. IN ADDITION, A LOG BOOK SHOULD BE KEPT OF ALL VISITS TO THE ROOF AND THE REASON FOR SUCH VISITS. DISSIMILAR METALS NEVER ALLOW YOUR ROOF TO COME IN CONTACT WITH, OR WATER RUNOFF FROM, ANY DISSIMILAR METAL INCLUDING BUT NOT LIMITED TO: COPPER, LEAD OR GRAPHITE. THIS INCLUDES COPPER AND ARSENIC SALTS USED IN TREATED LUMBER, CALCIUM USED IN CONCRETE, MORTAR AND GROUT. R1-09 THE QUALITY OF WORKMANSHIP IN STEEL ERECTION, CONSTRUCTION PRACTICES, AND HANDLING METHODS USED DURING THE CONSTRUCTION OF THE METAL BUILDING CAN SIGNIFICANTLY AFFECT THE APPEARANCE AND PERFORMANCE OF THE BUILDING PANELS. PANEL DAMAGE DURING CONSTRUCTION CAN BE THE RESULT OF FAULTY INSTALLATION METHODS AND/OR CARELESSNESS. OVERDRIVEN FASTENERS CAUSE INDENTATIONS OR SHALLOW POCKETS IN THE PANEL AROUND THE FASTENER HEAD. RAIN WATER OR CONDENSED MOISTURE COMBINED WITH ATMOSPHERIC POLLUTANTS (PRINCIPALLY SULFUR DIOXIDES) AND DIRT PARTICLES COLLECT IN THESE POCKETS. THE COMBINATION OF POLLUTANTS AND WATER CREATES ACID SOLUTIONS THAT WILL CAUSE CORROSION DAMAGE TO THE PANEL AND FASTENER. RAIN MAY WASH SOME POLLUTANTS AWAY, BUT MOISTURE IN THE FORM OF HIGH HUMIDITY CAN KEEP THESE AREAS WET AND CONTINUE THE PROBLEM. OVERDRIVING THE FASTENER ALSO FORCES THE SEALING WASHER FROM UNDER THE FASTENER HEAD CREATING A LEAK AT THIS POINT. PROPER TORQUE ADJUSTMENT OF THE SCREW GUN OR PREFERABLY THE USE OF A DEPTH GAUGE WILL ELIMINATE THE PROBLEM OF OVERDRIVEN FASTENERS. IT IS EXTREMELY IMPORTANT THAT ALL DRILL SHAVINGS FROM THE INSTALLATION OF PANEL FASTENERS AND FlLUNGS FROM THE SAW CUTTING OF PANELS BE REMOVED FROM THE PANEL SURFACE CORROSION CAN OCCUR IN A MATTER OF HOURS WHEN THESE SHAVINGS OR FILLINGS ARE NOT REMOVED AND ARE ALLOWED TO COME IN CONTACT WITH WATER OR CONDENSED MOISTURE. WHEN PANELS ARE PRE -DRILLED OR CUT IN THE STACK PRIOR TO ERECTION ALL SHAVINGS OR FILLINGS MUST BE CLEANED FROM BOTH SIDES OF THE PANEL TO PREVENT CORROSION OF THE PANEL BY THESE PARTICLES IT IS IMPERATIVE THAT THE ROOF BE SWEPT CLEAN AT LEAST DAILY AND CERTAINLY AT JOB COMPLETION. THE FINAL CLEANING OF THE ROOF SHOULD BE DONE PRIOR TO INSTALLING THE GUTTER SO THAT THE SHAVINGS ARE NOT DEPOSITED INTO THE GUTTER AND LEFT TO CORRODE ANY OTHER FOREIGN OBJECTS OR DEBRIS LEFT BY CONSTRUCTION PERSONNEL SHOULD ALSO BE REMOVED FROM THE ROOF. DURING THE ERECTION OF THE ROOF AND THE INSTALLATION OF EQUIPMENT SUCH AS AIR CONDITIONING UNITS, ETC... PERSONNEL WALKING ON THE PANELS CAN CAUSE DAMAGE. WORKMEN SHOULD STEP OR WALK IN THE BROAD FLAT AREAS OF THE PANEL AND AVOID STEPPING ON THE PANEL ENDS AND EDGES WHICH CAN BE BENT BY CARELESS HANDLING. E THIS DAMAGE IS SEVERE, THE EDGES MUST BE STRAIGHTENED PRIOR TO ERECTION SINCE THE APPEARANCE AND/OR WEATHER TIGHTNESS OF THE PANEL COULD BE AFFECTED. DRAGGING ONE PANEL ACROSS ANOTHER CAN CUT OR ABRADE THE COATING CAUSING UNSIGHTLY MARKS ON THE PANEL SURFACE. ATTEMPTS TO ERECT PANELS DURING WINDY CONDITIONS SHOULD BE AVOIDED TO PREVENT DAMAGE AND FOR SAFETY CONSIDERATIONS. LEAVING DIRT PILED AGAINST THE EXTERIOR WALL PANELS AT THE FOUNDATION WILL CAUSE PANEL DAMAGE. THIS DIRT MAY BE WET OR AT LEAST WILL CONTAIN SOME MOISTURE. MUD MAY HAVE BEEN SPLASHED ONTO THE WALL DURING CONSTRUCTION. CORROSION DAMAGE MAY OCCUR WHERE THIS DIRT OR MUD CONTACTS THE PANELS. IN AREAS WHERE UME STABILIZATION OF THE SOIL IS REQUIRED, CORROSION DAMAGE FROM THE SOIL'S CONTENT WILL BE ACCELERATED AND MOST LIKELY BE SEVERE. ALL DIRT MUST BE REMOVED FROM THE PANEL WALLS AT THE COMPLETION OF THE WORK. PRE -PAINTED PANELS MAY REQUIRE TOUCH-UP IF THE COATING HAS BEEN DAMAGED DURING HANDLING OR ERECTION. THE APPEARANCE OF THE BLDG. MAY BE AFFECTED IF DAMAGED SPOTS OR SCRATCHES ARE LOCATED IN HIGHLY VISIBLE PLACES SUCH AS AROUND DOORS, WINDOWS, ETC... IF THE DAMAGE IS EXTENSIVE THEN REPLACEMENT OF THE ENTIRE PANEL SHOULD BE CONSIDERED. R 1-05 PE HMI T #_ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE ?ATE -J (- f BY 0 U oJ� m 0 O ti S g x H 3 Z Q `n U d' Tram ;0_J V = w I ti e m w -t xx01 FFOpo' A a1 M< 2 ® ❑ W Q U WQ� LLJ ° woof a tl to 0 �td w N O Q E Q O z En L0 ❑ ❑ o 0)W �UU O -J w F- W o Z m W0_JW v) r 0 S o toot Or,< tT U 71-2� O Scale. NOT TO SCALE Drawn by. GPL 11/15/16 Checked bv. Project Engineer. SAO Job Number: 15-8-56231 Sheet Number. R1 of 15 1 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer Is not the overall engineer of record for this project. Neil Bennett Mangold, P.E. OFCA15 ri 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 fumished by the Manufacturer. All dimensions must be identical to assure a proper start-up. AISC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS 7.5.1. Anchor rods, foundation bolts and other embedded items shall be set by the owner's designated representative for construction in accordance with embedment drawings that have been approved by the owner's designated representatives for design and construction. The variation in location of these items from the dimensions shown in the embedment drawings shall be as follows: (a) The variation in dimension between the centers of any two anchor rods within an anchor -rod group shall be equal to or less than 1/8 in. [3 mm]. (b) The variation in dimension between the centers of adjacent anchor -rod groups shall be equal to or less than 1/4 in. [6 mm]. (c) The variation in elevation of the tops of anchor rods shall be equal to or less than plus or minus 1/2 in. [13 mm]. (d) The accumulated variation in dimension between centers of the anchor -rod groups along the column line through multiple anchor -rod groups shall be equal to or less than 1/4 in. per 100 ft [2 mm per 10000 mm], but not to exceed a total of 1 in. [25 mm] (e) The variation in dimension from center of any anchor -rod group to the column line through that group shall be equal to or less than 1/4 in. [6 mm]. The tolerances that are specified in (b), (c) and (d) shall apply to offset dimensions shown in the structural design drawings, measured parallel and perpendicular to the nearest column line, for individual columns that are shown in the structural design drawings as offset from column lines. 7.5.2. Unless otherwise specified in the contract documents, anchor rods shall be set with their longitudinal axis perpendicular to the theoretical bearing surface. 7.5.3. Embedded items and connection materials that are part of the work of other trades, but that will receive structural steel, shall be located and set by the owner's designated representative for construction in accordance with an approved embedment drawing. The variation in location of these items shall be limited to a magnitude that is consistent with the tolerances that are specified in Section 7.13 for the erection of the structural steel. 7.5.4. All work performed by the owners 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 owners 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 TEMPLATE STAKE SHEETING • NOTCH � B E D FORM BOARD ANCHOR RODS C • r C • PROJECTION OF ANCHOR RODS 'D' GIVEN ON ANCHOR ROD PLAN. Specified Column Centerline Steel Line t1/B' k3mm) r t1/4' (t6mm) O I I (t3mm I I I t1/8. I I (t3mm) t ANCHOR ROD SETTING TOLERANCES Bottom of Base Plate t1/2' f13mm) *Variation in Elevation to the Tops of Anchor Rods BASE PLATE AND ANCHOR ROD TOLERANCES FIELD TOLERANCES H/500 HEIGHT (t) TOLERANCE 10' 1/4' 12' 5/16' 15' 3/8' 20' 1/2' 25' 5/8' 30' 3/4' 45' 1 1/16- 60 . 1 7/16" COLUMN ALIGNMENT TOLERANCES STEEL LINE FORM BOARD TEMPLATE r i ---�- �A r A B ; E ; SHEETING NOTCH SHOWN DIMENSIONS A, B, AND C AS GIVEN BUT MAY NOT BE REQUIRED (SEE ANCHOR ROD PLAN) ON ANCHOR BOLT PLAN Erection Guide R2 �,. �. ADr'16 06 MEZZANINE BEAM HEIGHT TOLERANCE SIDEWALL i 1 1 500 500 500 I I I I I 3 I I o 0 Z w I I I 5DO 5001 500 L L 1 1 1 SIDEWALL PLAN VIEW ALIGNMENT TOLERANCE FOR MEMBERS WITH FIELD SPLICES ROOF CURBS (When not Supplied by Building Manufacturer) If Curb Base Length 1L 2 M�n'- 6" I r X 0 (L T Purlin Line -J Indicates Roof Panel Support location Panel Rib Alk Floatin Indicates Curb Base Support location Profile 9 Panel Support a C o a O o m n:2 0 11 c) c Up Lift Plate Curb Base o ,o = (If Required) U O U Z N X_ U 2 a Vh Section : 'A' El (Insulation when specified) The curb details shown illustrate the building manufacturers recommended curb style and installation method. It is the erector / installer's responsibility to provide the proper curb style and install them in accordance with the procedures established by these details. Failure by the erector / installer to follow these recommendations may result in the curbs damaging the roof system or excluded from warranties. All roof curbs to be: 1. .080 Aluminum or 18ga. Stainless (No Galvalume/No Galvanized) 2. Panel rib to rib installation (No flat skirt or lay—over Curbs) 3. Installed over low end / under high end application for water flow at panel splice 4. Up lift prevention for clip applied roof systems are required if: a. Wind load exceeds 110 mph or b. Curb base crosses a purlin 5. Supported on (4) four side by primary or secondary framing 6. Max Single Curb weight Recommend = 1500# SUGGESTED METHOD OF PURLIN ATTACHMENT (FOR BLDG ACCESSORIES) PURUN ANGLE (W/ 2 SELF_ MILLER HANGER ROD" SUGGESTED METHODS ** (Not by Metal Bldg Manufacturer) An angle is self—tapped to the web of the purlin to catch hanger rod. This method does not preclude other forms of attachment to the purlin web. The total hanger load shall not exceed the design collateral load for the building. A sample calculation is shown below: 5' (purlin spacing) x 5' (hanger spacing) x 6 psf (collateral load) = 150 lbs. See cover sheet for design collateral load for this building. Note: If this building is designed for 0 psf collateral load, then adding any suspended system (i.e. duct work, piping, lights, ceilings, etc.) will correspondingl reduce the design live load. DO NOT INSTALL HANGER ROD IN FLANGE OF PURUN THE INCORRECT WAYS ROD, ANGLE OR CHAIN DO NOT INSTALL PURIIN CUPS OF ANY KIND ON FLANGE OF THE PURUN AS SHOWN uorrect Incorrect Install Pipe in center to allow base of rubber roof jack I O to lay flat on panel. Cannot encompass more than 75% of panel. ❑ Do not use galvanized roof jacks, lead hats or other residential grade roof jacks. These a ROOF JACK INSTALLATION UP H11 diff --ah varies Panel �profile m T Purlin Line -J Indicates Roof Panel Support location Panel Rib Alk Floatin Indicates Curb Base Support location Profile 9 Panel Support a C o a O o m n:2 0 11 c) c Up Lift Plate Curb Base o ,o = (If Required) U O U Z N X_ U 2 a Vh Section : 'A' El (Insulation when specified) The curb details shown illustrate the building manufacturers recommended curb style and installation method. It is the erector / installer's responsibility to provide the proper curb style and install them in accordance with the procedures established by these details. Failure by the erector / installer to follow these recommendations may result in the curbs damaging the roof system or excluded from warranties. All roof curbs to be: 1. .080 Aluminum or 18ga. Stainless (No Galvalume/No Galvanized) 2. Panel rib to rib installation (No flat skirt or lay—over Curbs) 3. Installed over low end / under high end application for water flow at panel splice 4. Up lift prevention for clip applied roof systems are required if: a. Wind load exceeds 110 mph or b. Curb base crosses a purlin 5. Supported on (4) four side by primary or secondary framing 6. Max Single Curb weight Recommend = 1500# SUGGESTED METHOD OF PURLIN ATTACHMENT (FOR BLDG ACCESSORIES) PURUN ANGLE (W/ 2 SELF_ MILLER HANGER ROD" SUGGESTED METHODS ** (Not by Metal Bldg Manufacturer) An angle is self—tapped to the web of the purlin to catch hanger rod. This method does not preclude other forms of attachment to the purlin web. The total hanger load shall not exceed the design collateral load for the building. A sample calculation is shown below: 5' (purlin spacing) x 5' (hanger spacing) x 6 psf (collateral load) = 150 lbs. See cover sheet for design collateral load for this building. Note: If this building is designed for 0 psf collateral load, then adding any suspended system (i.e. duct work, piping, lights, ceilings, etc.) will correspondingl reduce the design live load. DO NOT INSTALL HANGER ROD IN FLANGE OF PURUN THE INCORRECT WAYS ROD, ANGLE OR CHAIN DO NOT INSTALL PURIIN CUPS OF ANY KIND ON FLANGE OF THE PURUN AS SHOWN uorrect Incorrect Install Pipe in center to allow base of rubber roof jack I O to lay flat on panel. Cannot encompass more than 75% of panel. ❑ Do not use galvanized roof jacks, lead hats or other residential grade roof jacks. These roof jacks do not have 20—year service life and, in the case of lead hats, will cause galvanic corrosion of the roof panels. ❑ Use EPDM rubber roof jacks with an integral aluminum band bonded into the perimeter of the base. For high temperature applications (200-400 degrees Fahrenheit) use silicone rubber roof jacks. Retrofit rubber roof jacks are available for applications in which the top 0 of the pipe is inaccessible, eliminating the possibility of sliding the roof jack over the top of the pipe. o ❑ Do not use tube caulk/silicone to seal roof jack to the roof panels. Use only tape sealan as supplied by Metal Bldg Manufacturer. Fasten the roof jack to the roof panels with 1/4"-14 x 7/8" Lap Tek Stitch Screws at 1" on center around base of roof jack. ❑ Roll down the top of the roof jack and apply tape sealant continuously around the exposed portion of the pipe. Roll the top of the roof jack back over the tape sealant. Apply the stainless steel clamp over top of roof jack and firmly tighten to form a secure g compression seal. ❑ Do not install a pipe through the standing seam of the roof panel. Keep pipe penetration 3 _ o a in center of panel to allow the base of the rubber roof jack to seal to the pan of the 1 panel. If a pipe must be installed through a panel seam, or if the pipe diameter is so large to (Z w<a block the flow of water down the roof panel, you must install a "pipe curb" into the roof QO m and then seal the pipe curb with rubber roof jack. For pipes in which top cannot be A , o m a a a X LJ accessed, a two—piece pipe curb is available. o < } In ❑La Northern climates, protect all pipe penetrations from moving ice or snow with a snow i e Y a retention system immediately up slope from the pipe. x a ° w o a 0m0 ROOF JACK INSTALLATION N (Not by Metal Bldg Manufacturer) ** 4 N � Q .E e Panel profile varies 0 Roof Jack x' rn o 0 El El Top Down *� Stainless Steel Clamp in 1-_ rn 1/4-14 x 7/8" Lap Tek 0 W c~i ca o w wZ w o Step 1 S.D. w/Washer at 1' O.C. m w o _3 L Tri -Bead Tape Sealant • W050 N N r O ca a a 3 HW504 r• a o Scale. NOT TO SCALE Drawn by. GPL 11/15/16 a Stainless Steel Step Tri -Bead T HW504 Apply Tri -Bead Tape - �VR..f Sealant Continuously Stainless Steel Clamp around Pipe Jack S.D. w/Washe" a rrttT ' O.C. Tri -Bead Tape Sealant HW504 -Bead Tape Sealant 504 Jack sr i x 7/8' Lap Tek /Washer at 1" O.C. OTE: Roll roof Jack up ver Tri -Bead Tape sealant and secure the damp. Checked by. Project Engineer. SAO Job Number. 15-B-56231 Sheet Number. R2 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. (Neil Bennett Mangold, P.E. California P.E. C85924 PERMIT # _lj� BUTTE COUNTY DEVELOPMENT SERVICES /J pe; REVIEWED FOR CODE COMPLIANCE IANlCE DATE CtVi4 a�P IWCAI Ii PRE -ERECTION NOTES: GENERAL ERECTION NOTES The following notes, procedures and suggested recommendations are important parts 1.) All clips, flange braces, bolts, bracing systems, ETC. must be installed as shown on of the pre -erection process. erection drawings. 1.) Prior to the time the erection crew arrives, a responsible person should check the job site for foundation readiness, square, and accuracy and Anchor Rod size and location. The drawing shown below indicates a method which may be used to check the foundation and bolts for square. 12' ANCHOR RODS s' VALS D BE Measure along adjacent sides of foundation using a pair of dimensions shown. If the diagonal distance between these points is as noted, the corner is square. Diagonal measurements between opposite Anchor Rods will indicate if these bolts are set square. 2.) When unloading the building, carefully check off each item from the packing list. Bundles and boxes will have a list attached indicating the contents. 3.) Unload and layout the building columns on the foundation. 4.) Unload the rafters onto the foundation so that they can be erected from whichever end of the building you wish to start. Your crane will move from one end of the building to the other while standing columns and hanging rafters 5.) Layout the girts and purlins on dunnage or wood blocking around the foundation as near as possible to where they will be installed. 6.) Unload and place trim crates out of the way, since these will be the last required. 7.) Unload and place panels and insulation out of the way. NOTE: In extremely cold conditions, the vinyl facing on insulation will become brittle, requiring very careful handling. 8.) Avoid lifting panel stacks with cables, chains or other devices which could damage the panel. Upon unloading, and every morning thereafter, inspect he panel bundles for moisture between the panels. This is especially important with galvalume or galvanized panels. The panel finish must be protected at all times before and during erection to preserve the appearance and function of the panels. 9.) All hardware boxes should be protected from theft and moisture, especially items such as tube caulking and locksets. Store mastic away from heat. LAYOUT OF BUILDING COMPONENT 00 CUPS ZBOLTS= r AM z o O o 1. Girts, Eave Struts and Purlins 2. End Frames and Endpost 3. Main Frames 4. Clips, Bolts, Screws, ETC. 5. Endwall Girts 1.) Layout primary and secondary framing around the slab as shown. 2.) Place components and crates on the slab or on wood blocking to prevent contact with the ground. 3.) Block one end of components higher than other end to allow drainage of rain water. 4.) Leave one end of the building open for erection equipment access. 5.) Construct temporary ramp of timbers from grade to slab to prevent damage to concrete edge from equipment traffic. 6.) Install clips and flange braces onto columns and rafters before these members are in the air. Clip and flange brace locations are shown on erection drawings. 2.) It is extremely important, especially during construction, that panels at the eaves, rakes and ridges be kept secure. 3.) Column bases must not be lag screwed or "RED HEADED" to concrete unless specified on erection drawings for the building. 4.) Tighten column wind brace rods/cables (exterior and interior) before tightening roof rods/cables. Roof rods/cables are tightened from eave to peak. 5.) High strength bolts (A325) must be used where specified. TEMPORARY CONSTRUCTION BRACING 1.) It is the responsibility of the erector to maintain stability of the structure during all stages of erection, particularly when left overnight. 2.) Temporary supports, such as temporary guys, braces or other elements shall be the total and complete responsibility of the erector. The temporary supports required shall be determined and furnished by the erector. 3.) Temporary construction supports shall be provided wherever necessary to accommodate all construction loads to which the structure may be subjected, left in place as long as may be required for safety. PANEL CAUTIONS AND NOTES To minimize potential of corrosive action at the bottom edge of wall panels, the contractor must assure that the following procedures are followed: 1.) The concrete foundation should be cured for a minimum of seven (7) days before wall panels are installed. (uncured concrete is highly alkaline and metal panels can undergo varying degrees of corrosive attack when in direct contact with the concrete.) After the first week of the curing cycle, the reaction between metallic coatings on steel and the concrete is essentially halted. CLEAN DIRT 2FROM WALL PANEL AROUND PANPANEL NOTCH (SHOWOUNDATION BASE TRIM . ,SLOPE FINISH GRADE AWA FROM BUILDING 2.) Top of finish grade at building to be a minimum of four (4) inches below bottom of panel. 3.) Finish grade is to slope away from building to ensure proper drainage. 4.) Upon completion of finish grading, all dirt is to be cleaned from around base of wall panel where it may have collected in panel notch or on base trim. FASTENER INSTALLATION Correct fastener installation is one of the most critical steps when installing roof/wall panels. Drive the fastener in until it is tight and the washer is firmly seated. Do not overdrive fasteners. A slight extrusion of neoprene around the washer is a good visual tightness check. Always use the proper tool to install fasteners. A fastener driver (screw gun) with a RPM of 1700-2000 should be used for self -drilling screws. A 500-600 RPM fastener driver should be used for self -tapping screws. Discard wom sockets, these can cause the fastener to wobble during installation. STEP 1: ERECT FIRST BAY WALL FRAMING BRACING NOTE It Is the responsibility of the erector to provide temporary erection bracing until the structure is completed. END FRAME RAFTER END POST CORNER COLUMN 1A: Determine from erection drawings furnished with the building the location of the first braced bay. Framing for this bay will be erected first. 1B: Stand adjacent primary frame column and corner column over the anchor rods. Shim or chip out under the base plate if required to ensure that the base is level, at the correct elevation, and is in full contact with the foundation. Plumb and align the columns and install washers and nuts onto the Anchor Rods. NOTE: The end frame may be a bearing frame with the rafter supported by end posts, or a rigid frame with the rafter self-supporting, and not attached to the end posts. The procedure shown is for a bearing frame. If the building has a rigid end frame, it is erected the some as interior frames as described in steps 1 and 2. 1C: Attach wall girts to the primary frame column and corner column. Bolt girts to the corner column with two bolts. Bolt girt to primary frame column with one bolt through the column flange and secure bolt with sub -nut (see detail on erection drawings). 1D: Install the eave strut by bolting to the top of the columns. Refer to the erection drawings and attach column flange brace where shown. Flange braces may be required on one or both sides of the columns. If a flange brace connects to a girt in the adjacent bay, that brace will be bolted to the girt after the adjacent bay girts are installed. NOTE: As wall girts are installed around the building, framing for factory located framed openings and accessory framing to which the girts attach should be installed. Field located accessory framing may be installed at the same time as girts or at a later time. 1E: Install wall bracing systems (rods, cables, knee bracing, portal bracing) at this time but do not tighten completely until the bay is plumbed. 1F: Repeat steps 1B thru 1E for wall framing on the opposite side of the building. CAUTION Until rafters are bolted in place with purlins and flange braces installed, they are easily damaged by incorrect or careless handling procedures. Use extreme caution when lifting rafters. Two booms should be used to lift any pinched rafter section 80 feet or more in length. 2A: Bolt primary frame rafter together at peak connection (unless rafter length requires lifting in sections). Attach the required clips and flange braces to the rafter before lifting since these items are more easily installed on the ground. Lift rafter into place between sidewall columns and install bolts in rafter to column knee connections. 2B: Install end bay purlins from end frame rafter to the first interior frame rafter. The end bay purlins will overlap the interior bay purlins at the frame as described in step 1C. Complete flange brace connection to purlins. 2C: Install roof bracing systems but do not tighten completely until the bay is plumbed. 2D: Plumb and square the first bay. After alignment, tighten wall bracing first and the roof bracing working from eave to peak. Tighten any remaining bolts. Plumbing and aligning a total structural system begins with the first braced bay and continues through completion. Accurate alignment of the first bay is essential for correct alignment of succeeding bays. The installer is responsible for choosing the best method suited for plumbing and aligning the structural system. ENC PUF 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. L -TEMPORARY ERECTION BRACING END FRAME D RAFTER BAY GIRT END 7.rT.. LL ORNER GIRT COLUMN 3A: After end frame is plumb and square, install endwall girts and flange braces for end post if required. 3B: Attach wall girts to the primary frame columns (see step 1C). 3C: Install eave struts (see step 1D). 3D: Attach roof purlins for this bay to the two rafters. Purlins will bolt to the rafter flange in the same manner as girts to column flanges (see step 1C). Connect flange braces to purlins. 3E: Check alignment, plumb and square the two bays just erected. Tighten all bolts and bracing. STEP 4: ERECT REMAINING STRUCTURAL FRAMING NOTE: Always remove metal filings from surface of panels at the end of each work period. Rusting filings can destroy the paint finish and void any warranty. MASTIC SEALANT Proper mastic application is critical to the weather tightness of a building. Mastic should not be stretched when installed. Apply only to clean, dry surfaces. Keep only enough mastic on the roof that can be installed in a day. During warm weather, store mastic in a cool dry place. During cold weather (below 60') mastic must be kept warm (60'-90') until application. After mastic has been applied, keep protective paper in place until panel is ready to be installed. IMPORTANT NOTE: All details, recommendations and suggestions contained in the ERECTION GUIDE portion of this drawings set are for general guidelines only, and not meant to be all-inclusive. Industry accepted installation practices with regard to all areas not specifically discussed in this section should be followed. Only experienced, knowledgeable installers familiar with accepted practices should be used to assure a quality project. It is emphasized that the Manufacturer is only a manufacturer of metal building components and is not engaged in the installation of its products. Opinions expressed by the Manufacturer about installation practices noted in the ERECTION GUIDE are intended to represent only a guide as to the sequencing and how the components could be assembled to create a building. Both the quality and safety of installation and the ultimate customer satisfaction with the completed building are determined by the experience, expertise, and skills of the installation crews, as well as the equipment available for handling the materials. Actual installation operations, techniques and site conditions are beyond the Manufacturers control. STEP 2: ERECT FIRST BAY ROOF FRAMING PURLINS NOTE It is the responsibility of the erector to provide temporary erection bracing until the /--PRIMARY FRAME structure Is completed. RAFTER / TEMPORARY ERECTION BRACING END / FRAME END POST RACING FRAME END POST FRAME ERECTION BRACING 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. BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE-�" - f gy 6'r� 1G: Attach clips to the end posts and stand these posts over the Anchor Rods. Follow the procedure as described for corner columns in step 18. p NOTE It is the responsibility of the erector to provide temporary 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 PURLINS erection bracing until the TIGHTNESS NOTE SLIGHT CIRCLE OF SEALANT TOO THIN EXTRUDES FAR BEYOND FASTENER HEAD NOT COMPRESSED TO FORM SEAL lift Into IOCe atop the end posts. Bolt rafter sections to corner column and p p structure is completed. end post cap plates. Bolt rafter sections together at peak. EAVE STRUT4;� NOTE: Always remove metal filings from surface of panels at the end of each work period. Rusting filings can destroy the paint finish and void any warranty. MASTIC SEALANT Proper mastic application is critical to the weather tightness of a building. Mastic should not be stretched when installed. Apply only to clean, dry surfaces. Keep only enough mastic on the roof that can be installed in a day. During warm weather, store mastic in a cool dry place. During cold weather (below 60') mastic must be kept warm (60'-90') until application. After mastic has been applied, keep protective paper in place until panel is ready to be installed. IMPORTANT NOTE: All details, recommendations and suggestions contained in the ERECTION GUIDE portion of this drawings set are for general guidelines only, and not meant to be all-inclusive. Industry accepted installation practices with regard to all areas not specifically discussed in this section should be followed. Only experienced, knowledgeable installers familiar with accepted practices should be used to assure a quality project. It is emphasized that the Manufacturer is only a manufacturer of metal building components and is not engaged in the installation of its products. Opinions expressed by the Manufacturer about installation practices noted in the ERECTION GUIDE are intended to represent only a guide as to the sequencing and how the components could be assembled to create a building. Both the quality and safety of installation and the ultimate customer satisfaction with the completed building are determined by the experience, expertise, and skills of the installation crews, as well as the equipment available for handling the materials. Actual installation operations, techniques and site conditions are beyond the Manufacturers control. STEP 2: ERECT FIRST BAY ROOF FRAMING PURLINS NOTE It is the responsibility of the erector to provide temporary erection bracing until the /--PRIMARY FRAME structure Is completed. RAFTER / TEMPORARY ERECTION BRACING END / FRAME END POST RACING FRAME END POST FRAME ERECTION BRACING 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. BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE-�" - f gy 6'r� STEP 5: INSTALL SIDEWALL PANELS PANELS NOTE 5C: Sidewall panels should be installed so that the panel sidelap is in a direction away GABLE ANGLE It is the responsibility of from the prevailing wind. (refer to appropriate lap detail included with erection the erector to provide drawings.) CONTACT TAPE temporary erection bracing until the structure is 51): Install remaining sidewall insulation and panels, being careful to maintain correct ENDWALL GIRT completed. This bracing is panel coverage. It is suggested that the foundation be marked in increments of panel WOOD BLOCKING to remain in place until all width to allow visual checking of panel coverage as installation progresses. roof and wall panels are BASE ANGLE/TRIM installed. NOTE: Check periodically to ensure that all panels are aligned and plumb. LOCKING FOR GIRT ALIGNMENT CONTACT TAPE 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. INS 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 of canning. \ _!!� EAVE STRU IG NOTE: V Wall panel type and installation details will vary. Refer to the erection drawings and details for the specific panel used for your building. CONTACT TAPE SIDEWALL INSULATION INSULATION MUST MEET ENDWALL BASE ANGLE/TRIM INSULATION TO SEAL THE CORNER CONTACT TAPE 5B: If walls are to be insulated, place a continuous run of contact tape along the eave strut and base member. NOTE: At the base, cut off the insulation a minimum of 1/2" above the bottom of the wall panel. This will prevent the insulation from hanging below the wall panel and wicking moisture. Roof Panel r1weather. Insulation Double Faced Tape(Not bymanufacturer) (Not by manufacturer)to be used to secure lation and turn vinyl back insulation. must not be exposed to Wall Panel Fiberglass Insulation to OUTSIDE of Building Wall Panel Insulation (Not by manufacturer) Vapor Barrier to INSIDE of Building `���� Eave Detail � (See Erection Drawings) (Not by RatpL Trim insulation and manufacturer) turn vinyl back Insulation must not be exposed to Finished weather. Base Detail (See Erection Drawings) Starting at a building corner, attach the first piece of blanket insulation to the contact tape on the eave strut. Pull tight and adhere to tape at the base. It is recommended that insulation not be installed more than 6 feet ahead of panels. Erection Guide aR4 � Mav l' PRE—DRILLED TEMPLATE SHEET STACKED SHEE TO BE DRILLED &, STEP 7: INSTALL ROOF PANELS (Can't) JRLIN 7C: Install the first run of roof panels across the building from eave to eave, EAVE STRUT or eave to ridge. To allow proper installation of rake trim, the starting location for the first panel must be as shown in rake details included with the erection drawings. When the first run is properly located and aligned with the correct endlops and eave overhang, fasten to purlins. Roof panels should be installed so that the sidelap is in a direction away from the prevailing wind. Refer to appropriate lap detail. 7D: Install remaining roof insulation and panels. To avoid accumulative error due to panel coverage gain or loss, properly align each panel before it is fastened. Occasional checks should be made to ensure that correct panel coverage is maintained. Special attention should be given to fastener, mastic and closure requirements. Refer to details with erection drawings. 6C: Align and level girts on endwall. Screw Alignment Panel (Through Fastened Panel Only) 61): 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. NOTE: ALIGNED After drilling panels, it is important to clean metal filings off all panel surfaces, including between panels that are not installed that day, to avoid rust stains. STEP 6: INSTALL ENDWALL PANELS 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. `OTE END FRAME rPURLIN Detail shown for ribbed roof RAFTER / ABLE panel only. For standing seam �+ NGLE rake and gable angle installation, AT see erection details. EXPANSION AVE STRUT JOINT TYPICAL BUTT LAP CONDITION 6B: See erection drawings sheeting layouts for panel starting dimensions, panel trim locations, and lap locations. TRIM DIMENSION IS ' I MEASURED FROM TRIMS --I CENTER OF FIRST MAJOR RIB. 6E: Start at the comer, trim panel (if required) and set in place. Refer to comer 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. 60: Install corner trim. STEP 7: INSTALL ROOF PANELS It is the responsibility of the erector to provide temporary erection bracing until the tructure is completed. PANELS is bracing is to remain n place until all roof and wall panels are installed. LOCKING FOR IGNMENT 7A: Install eave trim over top of sidewall panels and eave struts with fasteners per erection drawings eave detail. 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. 7E: At finishing end of roof, the last panels may require field modification for installation of rake trim. Refer to rake details. DO NOT BACK LAP THROUGH FASTENED ROOF SHEETS. NOTE: Roof panel types and installation requirements will vary. Refer to the appropriate details for the specific panel used. IMPORTANT: Loose fasteners, blind rivets, drill shaving, ETC. must be removed from roof to guard against corrosion. NEVER STEP ON LIGHT TRANSMITTING PANELS, TRANSLUCENT PANELS, OR UNATTENDED ROOF PANELS. Panels May Collapse If Not Properly Secured! Roof panels must be completely attached to the purlins and to panels on either side before they can be a safe walking surface. Light transmitting panels or translucent panels can never be considered as a walking surface. Partially attached or unattached panels should never be walked on! Do Not: 1. Step on rib at edge of panel. 2. Step near crease in rib at edge of panel. 3. Step within 5 feet of edge on unsecured panel. A single roof panel must never be used as a work platform. An OSHA approved runway should be used for work platforms! (Consult OSHA Safety and Health Regulations for the Construction Industry). Safety First! NOTE: For PBR roofs with a ridge panel, it is recommended that both sides of the ridge of a building be sheeted simultaneously. This will keep the insulation RAKE covered for the maximum amount of time and the panel ribs can be kept in TRIM proper alignment for the ridge panel. This is critical on the "PBR" panels so that the ridge caps can be properly installed. Check for proper coverage as the sheeting progresses. Note panel—sheeting sequence below! STEP 8: INSTALL TRIM AND ACCESSORIES UI'LNINU Lr%v V- ---.. GUTTER 8A: Install rake trim and gable closure. 8B: If included with the building, install the eave gutter, corner closures and downspouts. NQ eemove all loose fasteners, blind rivets, drill shavings, etc... from gutter to guard against corrosion. 0 Y U .2 0 0 8 x h; �Q � o � V 2 r UJ Q Ad iE FMS Q m 0'0 01 of Z O mXQ a zQ ® U O O O win O V 1za Warnes y w N OP O Ee N CD O❑ El0 0 rn 0 %_<W lrii WF W 0 in Ew05o o tno�^m a c m wnW0 o Scale: NOT TO SCALE Drawn by. GPL 11/15/16 Checked by. Project Engineer. SAO Job Number: 15—B-56231 Sheet Number. R4 of 15 The engineer whose seal appears hereon Is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. (Neil Bennett Mangold, P.E� California P.E. C85924 8C: Install accessories (doors, windows, louvers, etc...) not previously installed. Refer to TIONthe appropriate details for installation instructions. IMPORTANT: Remove debris from roof and wall surfaces during installation and after. Clean surface of sheeting as required to remove smudges and touch—up any minor/mildl i scratches with color match touch—up paint. BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ^r - CODE COMPLIAN DATE 13, 'Luv CIVIL S�P� Primary Frame Detail Interior Beam Column NAM COLUMN MING PIAN ATION IER MFGR) NOTES: FRAME SHAPES MAY VARY. SEE FRAME CROSS SECTIONS FOR ADDITIONAL FRAME INFORMATION. PF03002 Primary Frame Detail Interior Beam Column At Peak TAPERED BEAM NOTES: FRAME SHAPES MAY VARY. SEE FRAME CROSS SECTIONS FOR ADDITIONAL FRAME INFORMATION. Rigid Frame Endwall - Non -Load Bearing Column I ,EF08330 Outside Column Extension to Bridge Channel - Between Purlins - Bypass Mar'15 lRev Purlin Purlin Strut (When Required) Denoted On Roof Plan By Symbol �( Bridge Channel Purlin (4) Bolts Bridge Channel (4) rO Belts Column Extension Steel Line All Belts To Be }'f Unless Noted. Section 'A' For Required Length Refer To Grip Table On Erection Drawings. ss 3e •awings rage Rigid Frame Endwall - Non -Load Bearing Column - Outside Column Page Page F Rigid Frame Endwall - Non -Load Bearing Column - Outside Column EF08332 EF08336 Rigid Frame Endwall - Load Bearing Column - Outside Column Extension to EI 08362 By -Pass Girt to Column CF01124 Extension to Brid e Channel Between Peak Purlins - B ass Extension to Bridge Channel Between Low Side Eave StrutDave Rev Date Rev Date Rev g yp Mar'15 00 and Purlin (Roof Slopes 4 1/2:12 or Less) - Bypass Mar'15 00 Bridge Channel Between Peak Purlins -Bypass Mar'15 00 Standard Connection •Flange Brace FB4_ n '14 01 PurlinPurlin Purlin Stmt (When Required) Pur1fi Denoted On Roof Plan By Purlin Purlin Erection Note Symbol -X Lap and attachment of Girt varies refer to "Elevation Plan' Brid a Channel and Lap Detail for requirements. 9 'A'a W Eave Strut •A' 43 Bridge Channel Bridge Channel rill Bolts I 1 (4) Belts (4) 1 (4) �"f Belts 1 (4) rf Belts e'f A325 Bolt 1 each and. Column Extension Column Extension Column Extension Flange Brace FB4_ (when specified) (2) Belts Unless (2) Belts Unless Noted Otherwise (2) Bolts Unless Setback Varies On Erection Drawings Setback Varies Noted Otherwise OnEreced tionDrraawin Purlin On Erection Drawings Setback Votes (2) il'f Bolts Purlin Purlin each end of Steel Line Steel Line } Girt lap Steel Line (4) Belts O O O o (4) Bolts r0 O� r0 0, (4) Bolts Bridge Channel O O O ° r Bridge Channel I I I Bridge Channel 0 O o O ° O o t I 3 Z (4) �'f Belts (4) �"f Belts (4) rf Belts — O 9 I 0 O Rafter Rafter Rafter Column O O I I O O I Extension I O O 1 (4) BoltsWashers t Extension 1 1 R k RO Column Column Column 1 1 1 Ii (2) }'f Bolts 1 Extension C I 2'-4" unless noted on L_ _J �J L _ _ J Column `_ QJ Column erection drawings Girt Lap Symbol denoted on Wall Framing Elevation AN Bolts To Be }'f Unless Noted. For Required Length Refer To Grip Table On Erection Drawings. Section 'A" AU Belts To Be }'f Unless Noted. For Required Length Refer To Grip Table On Erection Drawings. Section 'A' U Erection Note Flange Braces may be required one or both sides of Column. For requirements, and locations at Main Frame and Rigid Frame M Endwall refer to 'Cross Section'. For requirements, and locations at Bearing Frame Endwall refer to All Bolts To Be ro Unless Noted."Elevation Plan'. For Required Length Refer To Grip Section "A' Table On Erection Drawings. / PERM # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE--:- _ cC -! % --BY ��� Ewe 3 O Z O D: M rw J was ? I W Q m 43 Opal A o moa ® ❑ Q� 2aW" R W U WQw wto� Q. arnw w C4 C .E Q O a �° W 0) E] 1:1 O 03 0 it~UJ w� F o w wow cn Ek'os" a Q V) C) to cam<0 o CJ^M< Scale: NOT TO SCALE Drawn by. GPL 11/15/16 Checked by. Project Engineer. SAO Job Number. 15—B-56231 Sheet Number. R5 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Neil Bennett Mangold. P.E. Civil. Purlin to Rafter Standard Connection - Flange Brace FB4_ Erection Note Lap and attachment of Purlin varies refer to Roof Plan and Lap Detail for requirements. Purlin Lap Symbol denoted on Roof Framing Plan CF02036 ,c'10 00 (2) J"0 Bolts each end of Purlin lap Sag Angle Attachment at Endwall Rake Rake Sheeting Angle Purlin Fastener #18 (TYP) Sag Angle LW1_ Attach W/ (1) Fastener #lB at Each and. (Typ) Endwall Rafter CF03048 Rod Brace PF04101 Single Clevised Rod Brace PF04113 Mar'15 02 Attachment at Web Jan'14 02 Attachment Jan'14 02 WR_ Cievlsed Rod Brace Assembly See Erection Drawings for Rod Brace required Part Mark and location. (See Erection Drawings for Part Mark and required location) Rake Sheeting Angle Burr threads after .`///.!%� final tightening Note; Turnbuckle included on Assembly only when both ends of Rod are Clevised. Rafter -Field Attach W/ (i) Fastener #55 (Note: At Flange greater than }' thick field drill &'0 hole in Angle and Flange and attach W/ i) J'0 x 1}" A325 Bolt) LW1— ALAL `Note: Field damp sag angles and apply structural screw from opposite side when rafter is lower than girt. Rafter Outside of Girt Space Rafter Inside of Girt Space Slope Washer Note; These items shipped loose. -Flat Washer See table below for Part Marks. Hex Nut ERECTION NOTE: DETAIL SHOWN AT COLUMN SIMILAR AT RAFTER. For Rod Bracing that falls within the Girt Web, the Erector is to Align slot with add a minimum size slot for Rod Bracingthe passage of the Rod. PART MARKS FOR ROD BRACE ROD ROD SLOPE FLAT HEX DIAMETER BRACE WASHER WASHER NUT }'0 WR08_ WS110 WFH500 HSN500 Jr0 WR10_ WS110 WFH625 HSN625 ro WR12_ WS120 WFH750 HSN750 a'0 WR14_ WS120 WFH875 HSN875 1"0 WR16_ WS130 WFH1000 HSN1000 A Bolt with Hex Nut J"0 A325 x 11" at }"0 & g'0 Rod J"0 A325 x 2' at f)"m Rod 1b70 A325 x 3" at a"0 & 1"0 Rod 11'0 A325 x 3" at lrO Rod Wing Plate on Column, Rafter or Pipe/Tube Strut For Rod Bracing that falls within the Girt Web, the Erector Is to Align slot with Rod Bracing add a minimum size slot for the passage of the Rod. ERECTION NOTE: DETAIL SHOWN AT COLUMN AND IS SIMILAR AT RAFTER OR PIPE/TUBE STRUT. Clevised Rod Brace ['PF041151 Welded Clip Interior Bay CF01113 Cee Girt to Column I CF01115 Girt Connection I CF01120 Attachment at Brace Anchor with Nested Zee Girt Se '13 00 Standard Connection Jun ate '1s Roo At Bypass Column Jun'ate 1s Roe Dec 12 02 _ _ WR_ Clevised Rod Brace Assembly Single or Double Rod. NOTE: Double Rods are noted as '0 DBL. BRACE on Erection Drawings See Erection Drawings for required Part Mark and location. Note: N,*�;o Turnbuckle Included on Assembly only when both ends of Rod are Clevised. Bolt with Hex Nut Single Rod; 7)"0 A325 x 2 at }"0, 1"0 & r0 Rod 1b"0 A325 x 3' at i'0 & 1"0 Rod 1�r0 A325 x 3}' at 1i"0 Rod Double Rod; J"0 A325 x 2" at J"0 & ro Rod 12"0 A325 x 2J' at 3'0 Rod td70 A325 x 3' at ro & 1'e Rod IL/1p 1}'0 A325 x 4' at 1}'0 Rod Anchor Rods (Not by Bldg Mfr.) See "Anchor Rod Setting Plan' for Size, Quantities, and Location Rod Anchor CL332 at }"0 & I"0 Rod (shown) CL333 at f'0 Rod CL334 at i'0 Rod CL335 at 1'0 Rod CL336 at 11"0 Rod (See Erection Drawings for required Part Mark and location) Et. Column (L Column MAIN GIRT NESTED GIRT SEE ERECTION DRAWINGS FOR GIRT ELEVATIONS Column (2) r$ Bolts at Each and Unless Noted on Erection Drawings I0 dl I LQ I DJ Channel Girt Alternate Connection 'A'4 Channel Girt Section 'A" Column (2) r0 Bolts Typical at Connection. (4) }'0 Bolts when Girt Lap is Denoted Nth Symbol & on the Erection Drawings. (2) r0 Bolts at each end of lap II II e II Outer Zee Ght a II I I II e Inner Zee Girt Factory Welded Clip All Bolts to be }"0 Unless Noted. For Required Length Refer to Grip Table on Erection Drawings. Column —/ (Shape may Vary) Refer to Erection Drawings for Girt Lap Symbols and CF01122 for Lap Symbols and Lengths. u U m m 0 O H 3 o Z v r5 � J W < 00 a �WEWZ� e � a� Oprn iti a 2mXV ®❑ r vwQ} 0 L _ woW o a o- rn (2 G vi N En 0 ..°cn E K a O u) 0 it (~) (a.» W W F o W O JW W0S a o lnOy jNCO 3 t9�QU O U 3 -5 Scale. NOT TO SCALE Drawn by. GPL 11/15/16 Checked by. Project Engineer. SAO Job Number. 15—B-56231 Sheet Number, R6 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer Is not the overall engineer of record for this project. Neil Sennett Mangold, P.E. California P.E. C85924 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR _ CODE COMPLiANCE / Y DATE B CIVIIL CF01121 By -Pass Zee Installation Dec'10 00 1/4"t —Triangle Punch Section A Points In Direction Of Large Flange Zee Lap Large (Typical) Flange A V Ay, V V' Large Flange q—gFrame (L—(LFrame 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 Connection at End Bay CF02033 ByPass And Flush Girts Ifeb'12 03 Roof Linehi�_5 — Roof Line TT E 5 o > o > = W 2' 2" s = w 2• 2• S w w I LW mI m _I J V a) By -Pass Girls Flush Girls 1/4" Roof Line — — — Eave Strut J at L(4) J"0 A325 Bolts Varies Column or Rrafter I~ End Bay Girt and Purlin Connection'CF01122 At Bypass Column and Rafter Date Rel Jun -161 0' 3t O O O p O II 1 O II O 1— Girt or Purlin Girt or Purlin Factory Welded Clip (4) }"f Bolts Factory Welded alp (4) J'f Belts Column or Rafter Column or Rafter Lap Symbol G Lap Symbol S 1'-51' at O 1'-5r at O 2'-5r atO2 —5r at O/� 3, -Ir at <V'> 3'—Ir at CV) (2) }"0 Bolts at each and of lap Purlin with Anti -Roll Back-up Clip CF02035 at Rafter Date Rev Dec'14 0. Anti -Roll Back-up Clip See Roof Framing Plan for Location SC90 at 8" Purlins Purl„ SC92 at 10' Purlins SC94 at 12" Purlins (2) rO x Ir A325 Bolts Unless Noted on Erection Drawings ID.A. , Rafter 0 0 o dj See Roof Framing O o of Rafter I OI Purlin Girt or Purlin (2) r/ Bolts Typical at Connection. Factory Welded Clip (4) rO Bolts when Girt or Purlin Lap is Column or Rafter Denoted With Symbol rt. on the Erection Drawings. Lap Symbol O & Refer to Erection Drawings for Lap SC94 at 12' Purlins Symbol at Girt and Purlin Connection. (2) }'o x lr ZEE SECTION LAP TABLE O A325 Bolts SYMBOL LAP LENGTH ISYMBOLI LAP LENGTH All Bolts to be FillFillUnless Noted. Unless Noted an —0'-2 V'-5 0'-3 For Required Length Refer to Grip 1 BOO V —1 Table on Erection Drawings 1'-5 Purlin with Anti -Roll Back-up Clip CF02035 at Rafter Date Rev Dec'14 0. Anti -Roll Back-up Clip See Roof Framing Plan for Location SC90 at 8" Purlins Purl„ SC92 at 10' Purlins SC94 at 12" Purlins (2) rO x Ir A325 Bolts Unless Noted on Erection Drawings ID.A. , Rafter Rafter Eave Strut Connection at Main Frame CF02030 Interior Bay Feb '11 "E01 Roof Line _ Roof Line v n 2 2 vi v) :3 rn > M 01i 0 2 " W 2" 2 2' _ W +W + t L4i i i c� c J � J i ami i ami N I Girt Depth + 1/4" N By—Pas Flush (� Rafter i 1 1/4";1 1/4" (4) 1/2' X 1 1/4" A325 Bolts without Washers i i N Eave Strut Bottom Flange e N t Steel Line_ 14" 14" i Bay ! Bay 8" Sidewall Zee Girts and 8" Endwall Zee Girls at Bypass Corner Column with Variable Frame Setback Girt Sidewall All Bolts To Be rf Unless Noted. For Required Length Refer To Grip Table On Erection Drawings. Eave Strut Stiffener Plate - 4 Bolt Connection r'y F02031 Low Eave Interior Bay - Slope Thru 42:12 Date Rev Oct'14 1 0 Eave Strut Stiffener Plate SC -18 Eave Strut Eave Strut Clip or Frame Rafter or Column OIIO O O O O Bay Bay Frame Eave Strut Bottom Flange J Section "A' r(Low Eave) Eave Strut Stiffener Plate SC -18 (8) FO A325 Bolt W/Nut Eave Strut Clip or Frame Rafter or Column EF03500 8" Sidewall Girts and Non -Aligned Girts or Open Endwall )ate Rev Jan '16 01 at Bypass Corner Column with Variable Frame Setback Comer Column Endwall Fastener /12A 12-14 x 1" Pancake SD W/o washer (2))Per Sheeting Clip T GI E Note' Zee Girt Shown Cee Girt Similar All Bolts To Be }"0 Unless Noted. For Required Length Refer To Grip Table On Erection Drawings. Comer Column EF03503 )ate Rev Jan '16 1 0 --� Sled Line Endwall PERN11T # CUTrE COUNTY DEVELOPMENT SERVICES REVIEWED FOR %QaE COMPLIANCE t3 U Ca m 0 0 8 x 3 Z a o o: n w> J MQa0 Cti x iE�rn W 0) A 0' E rn of -. omaa ® ❑ a 2x� o v 3�} q� ppW V W Q J O W 2O o,& W 2 , a- o) C9 V vi r. E e O fno El Ela CO o rn 0 irUv_ w WF o wZ LdosW in of o rnor y �n< 0 Scale: NOT TO SCALE Drawn by. GPL 11/15/16 Checked by. Project Engineer. SAO Job Number. • 15-B-56231 Sheet Number. R7 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is, not the overall engineer of record for this project. Neil Bennett Mangold. P.E. N T ) Lu? tp /* Anti -Roll Bade -up Clip See Roof Framing of Rafter Plan for Location Purlin SC90 at 8" Purlins SC92 at 10' Purlins SC94 at 12' Purlins (2) }'o x lr FO O A325 Bolts Unless Noted an Erection Drawings 1 BOO II OI Rafter Eave Strut Connection at Main Frame CF02030 Interior Bay Feb '11 "E01 Roof Line _ Roof Line v n 2 2 vi v) :3 rn > M 01i 0 2 " W 2" 2 2' _ W +W + t L4i i i c� c J � J i ami i ami N I Girt Depth + 1/4" N By—Pas Flush (� Rafter i 1 1/4";1 1/4" (4) 1/2' X 1 1/4" A325 Bolts without Washers i i N Eave Strut Bottom Flange e N t Steel Line_ 14" 14" i Bay ! Bay 8" Sidewall Zee Girts and 8" Endwall Zee Girls at Bypass Corner Column with Variable Frame Setback Girt Sidewall All Bolts To Be rf Unless Noted. For Required Length Refer To Grip Table On Erection Drawings. Eave Strut Stiffener Plate - 4 Bolt Connection r'y F02031 Low Eave Interior Bay - Slope Thru 42:12 Date Rev Oct'14 1 0 Eave Strut Stiffener Plate SC -18 Eave Strut Eave Strut Clip or Frame Rafter or Column OIIO O O O O Bay Bay Frame Eave Strut Bottom Flange J Section "A' r(Low Eave) Eave Strut Stiffener Plate SC -18 (8) FO A325 Bolt W/Nut Eave Strut Clip or Frame Rafter or Column EF03500 8" Sidewall Girts and Non -Aligned Girts or Open Endwall )ate Rev Jan '16 01 at Bypass Corner Column with Variable Frame Setback Comer Column Endwall Fastener /12A 12-14 x 1" Pancake SD W/o washer (2))Per Sheeting Clip T GI E Note' Zee Girt Shown Cee Girt Similar All Bolts To Be }"0 Unless Noted. For Required Length Refer To Grip Table On Erection Drawings. Comer Column EF03503 )ate Rev Jan '16 1 0 --� Sled Line Endwall PERN11T # CUTrE COUNTY DEVELOPMENT SERVICES REVIEWED FOR %QaE COMPLIANCE t3 U Ca m 0 0 8 x 3 Z a o o: n w> J MQa0 Cti x iE�rn W 0) A 0' E rn of -. omaa ® ❑ a 2x� o v 3�} q� ppW V W Q J O W 2O o,& W 2 , a- o) C9 V vi r. E e O fno El Ela CO o rn 0 irUv_ w WF o wZ LdosW in of o rnor y �n< 0 Scale: NOT TO SCALE Drawn by. GPL 11/15/16 Checked by. Project Engineer. SAO Job Number. • 15-B-56231 Sheet Number. R7 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is, not the overall engineer of record for this project. Neil Bennett Mangold. P.E. N T ) Lu? tp /* 8" Endwall Girts and Non -Aligned Girts or Open Sidewall at Bypass Corner Column with Variable Frame Setback Endwall Girt Attaches with Bolted Clip Steel Line I Sidewall I I I I I Nota Zee Girt Shown Cee Girt Similar All Bolts To Be r0 Unless Noted. For Required Length Refer To Grip Table On Erection Drowinga. Comer Column Girt C) o If I L0 0J Endwdi Clip PC78 Knock Down Walk Door Anchor Placement 2} E a 7n l �_ I h__I %_ Sheeting Notch (If Required) Attach Door Jambs With }'0 Base Anchors (Not by Door Manufacturer/8ulding Manufacturer) Door Jamb Steel Line 1" Door Width 1' Equal Equal Field Locate Field Locate The Adequacy of the J'0 Base Anchor Is not the Responsibility of the Building Manufacturer. The Adequacy of These Base Anchors Should be Determined by a Qualified Foundation Engineer. Jan '16 AC05130 71 Rev Oct'16 1 0'. Gable Girt Connection to Purlin Girt Clip CL546 Purlin or PC86-R (Shown) PC86-L (Opposite) W/ (4) Bolts Gable Girt (2) Bolts Unless Setback Varies Noted Otherwise On Erection Drawings r- Purlin Girt Clip o o rp o (4) Bolts I Gable Girt r0 O� I o Steel Line Rafter Section "A' All Bolts To Be 1"0 Unless Noted. For Required Length Refer To Grip Table On Erection Drawings. Knock Down Walk Door Jamb Extensions Girt —\ o Top age EF07510 Bolted Clips - Framed Opening Connections AC01323 'a!eRev Cold Form and Hot Rolled - Base, Girt, Header, and Sill to Jamb Ma '14 02 Jul '15 1 01 SC425 Clip (2) 3"0 Bolts AC05138 )ateRev Mar'16 1 00 n E Page 003 �a Rev Nov'15 00 kA a 0 m o O 0 N Rake Angle Rake Angle RAi RAi Eave Trim tension HW424 (Profile Varies) (Profile Varies) PBD iee Note ShadowRb i age EF07510 Bolted Clips - Framed Opening Connections AC01323 'a!eRev Cold Form and Hot Rolled - Base, Girt, Header, and Sill to Jamb Ma '14 02 Jul '15 1 01 SC425 Clip (2) 3"0 Bolts AC05138 )ateRev Mar'16 1 00 Door Width 3'-0", 4'-0", 6'-0" Door Frame Elevation Jamb Extensions are Required for all Knock Down Doors. (2) aro Required for Each Door. Extend Jamb Extension to the 7'-6' Girt Elevation and Attach to the web of the Girt With (4) 112A Fasteners, Attach Jamb Extension to Door Jamb with (6) /12A Fasteners. For Girt Elevations Above 7'-6" Refer to AC05132 for Jamb Extension Requirements. HW9582 for 81" Door Frames HW9876 for 101" Door Frames HW9877 for 121' Door Frames Note: If Girt has a 31' Flange Field Notch Jamb Extension Channel to Clear Girt lip. Do not Notch Girt lip. Fastener /12A Door Frame • Jamb o o Jamb Extension Fastener #12A Top View (2) 10 Fin Jamb/Sub Jamb ri Girt within opening is Head Bolts ACold Form Shown, provided when Framed Opening ( Is to be paneled over. Hot Rolled Similar) Header - (Cold Form Shown, Hat Rolled Similar) Opening width Header to Jamb Opening width SC425 Clip Sill (Cold Form Shown, Hot Rolled Similar) Opening Width Opening Height Jamb/Sub Jamb (Cold Form Shown, CL751 Clip Hot Rolled Similar) •• Girt within opening Girt (2) }"O Bolts-\ I_r"(2) J"O Bolts Girt Height (2) f"0 Fin Head Bolts Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) Sill Height (2) }"0 Fin YJ Head Bolts (2) A Bolte 5111 to Jamb At Cold Forth Jamb (2) 1'0 Fin Bolts at Three Skied Framed Opening. (2) }'0 Bolts at Four Sided Framed Opening CL753 at 8' CL755 L/R at 10" CL757 L/R at 12" Cold Form Jamba Jamb/Sub Jamb (Cold Forth Shown, Hot Rolled Similar) $)L- iro Anchor Rods 1' Base Plate on JL k JR -J V Hot Rolled Jambs Jamb to Finish Floor Bolted Clips - Framed Opening Connections AC01333 Cold Form and Hot Rolled Cee - Framing Between Jambs Mar'14 02 ib/Sub Jamb A Form Shown, Rolled Similar) RA1 Sheeting Angle Field Cut and Attach with (2) Fastener j12A 12-14 x 1" P.H. DP3 at Cold Forth Jamb and (2) Fastener /16 12-24 x lr P.H. DP5 at Hot Rolled Jamb °L --L° Greater Than 1'-8" i a.np wan '0 Fln Head Bolt. Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) RAi Sheeting Angle Field Cut and Attach with (4) Fastener /18 1-14 x 11" CL751 Clip with (2) J"0 Fin Head Bolts Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) Girt Attached with }"0 Bolt Single Skin Wall Panel Outside Closure Requirements at Eave �� fvoo Page 003 �a Rev Nov'15 00 r7 mb Eave Strut Rake Angle Rake Angle RAi RAi Eave Trim tension HW424 (Profile Varies) (Profile Varies) PBD iee Note ShadowRb i Designer Serbs (Fluted Only) .� I (Profile Varies) (Profile Varies) 1 II 1 HW459 ($ee Chart) /12A Outside Foam ClosureOutside Metal Closure Metal Closure (See Chart and Note j2) PBR Wall Panel HW429 or HW429A 4x1" HW429 (See Note j3) Wall Panel nke SO (See Chart) PBR Wall Panel (See Chart) Nasher Detall at Foam Closure Detail at Optional Metal Closure For PBR Panel Only Req'd) Notes: J Detail at Ootional Metal Closure L� Jamb (Low Eave Shown High Eave Similar) Extension 2. PBR Wall Panel Outside Foam Closures HW456 Required for Roof Slope 4:12 or Less and HW422 Profile. Doan Frame Jamb Jamb Extension Isometric Door Width 3'-0", 4'-0", 6'-0" Door Frame Elevation Jamb Extensions are Required for all Knock Down Doors. (2) aro Required for Each Door. Extend Jamb Extension to the 7'-6' Girt Elevation and Attach to the web of the Girt With (4) 112A Fasteners, Attach Jamb Extension to Door Jamb with (6) /12A Fasteners. For Girt Elevations Above 7'-6" Refer to AC05132 for Jamb Extension Requirements. HW9582 for 81" Door Frames HW9876 for 101" Door Frames HW9877 for 121' Door Frames Note: If Girt has a 31' Flange Field Notch Jamb Extension Channel to Clear Girt lip. Do not Notch Girt lip. Fastener /12A Door Frame • Jamb o o Jamb Extension Fastener #12A Top View (2) 10 Fin Jamb/Sub Jamb ri Girt within opening is Head Bolts ACold Form Shown, provided when Framed Opening ( Is to be paneled over. Hot Rolled Similar) Header - (Cold Form Shown, Hat Rolled Similar) Opening width Header to Jamb Opening width SC425 Clip Sill (Cold Form Shown, Hot Rolled Similar) Opening Width Opening Height Jamb/Sub Jamb (Cold Form Shown, CL751 Clip Hot Rolled Similar) •• Girt within opening Girt (2) }"O Bolts-\ I_r"(2) J"O Bolts Girt Height (2) f"0 Fin Head Bolts Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) Sill Height (2) }"0 Fin YJ Head Bolts (2) A Bolte 5111 to Jamb At Cold Forth Jamb (2) 1'0 Fin Bolts at Three Skied Framed Opening. (2) }'0 Bolts at Four Sided Framed Opening CL753 at 8' CL755 L/R at 10" CL757 L/R at 12" Cold Form Jamba Jamb/Sub Jamb (Cold Forth Shown, Hot Rolled Similar) $)L- iro Anchor Rods 1' Base Plate on JL k JR -J V Hot Rolled Jambs Jamb to Finish Floor Bolted Clips - Framed Opening Connections AC01333 Cold Form and Hot Rolled Cee - Framing Between Jambs Mar'14 02 ib/Sub Jamb A Form Shown, Rolled Similar) RA1 Sheeting Angle Field Cut and Attach with (2) Fastener j12A 12-14 x 1" P.H. DP3 at Cold Forth Jamb and (2) Fastener /16 12-24 x lr P.H. DP5 at Hot Rolled Jamb °L --L° Greater Than 1'-8" i a.np wan '0 Fln Head Bolt. Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) RAi Sheeting Angle Field Cut and Attach with (4) Fastener /18 1-14 x 11" CL751 Clip with (2) J"0 Fin Head Bolts Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) Girt Attached with }"0 Bolt Single Skin Wall Panel Outside Closure Requirements at Eave Page GDO6002 Single Skin Wall Panel Outside Closure Requirements at Rake Page 003 �a Rev Nov'15 00 oa`GDO6 Nov'15 00 Eave Strut Eave Strut Rake Angle Rake Angle RAi RAi Eave Trim Eave Trim HW424 (Profile Varies) (Profile Varies) PBD HW463 ShadowRb Rake Trim Rake Trim Designer Serbs (Fluted Only) HW4037 (Profile Varies) (Profile Varies) Outside Foam Closure RBU (Reverse Rolled PBU) HW459 ($ee Chart) Outside PBR Outside Foam ClosureOutside Metal Closure Metal Closure (See Chart and Note j2) PBR Wall Panel HW429 or HW429A HW429 (See Note j3) Wall Panel Wall Panel (See Chart) PBR Wall Panel (See Chart) Detall at Foam Closure Detail at Optional Metal Closure For PBR Panel Only Notes: Detail at Foam Closure Detail at Ootional Metal Closure 1. Outside Panel Closures are Required at all Sheeted Endwdls. (Low Eave Shown High Eave Similar) For PBR Panel Only (Low Eave Shown High Eave Similar) 2. PBR Wall Panel Outside Foam Closures HW456 Required for Roof Slope 4:12 or Less and HW422 Profile. for Roof Slope Greater Than 4:12. Field Form/Notch HW422 to Panel 3. PBR Wall Panel Outside Metal Closure HW429 for Roof Slope 0 :12 Thru 1 J :12 and HW429A for Roof Slope Greater Than 3J :12 Thru 41 :12. 4. Rake Slide Trim Required for All Standing Seam Roofs and at Screw Down Roof Runs Greater Than 100'-0' Wall Panel Foam Closure PBR HW456 AVP/ PBA HW465 PBU HW460 VistaShodow HW465 NuWdl HW424 PBC HW462 PBD HW463 ShadowRb HW412 Designer Serbs (Fluted Only) HW4037 RBR (Reverse Rolled PBR HW455 RBU (Reverse Rolled PBU) HW459 7.2 1 HW461 Rake Angle RA1 Rake Trim (Profile Varies) Rake Slide Trim F215 (See Note (a4) Outside Foam Closure Shown Metal Closure Optional Wall Panel (See Chart) nnlna M Rn4n RIM. Trim Wall Panel Foam Closure PBR HW456 W422 AVP PBA HW465 PBU HW460 VistaShodow HW465 NuWall HW424 PBC HW462 PBD HW463 ShodowRib HW412 Designer Series Fluted Only)__ HW4037 RBR (Reverse Rolled PBR HW455 RBU (Reverse Rolled PBU) HW459 7.2 HW461 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE—' _ / % BY ` t— 4 N O O 0 S Eti 3 o Q lon h C� i J waa I �0:rn ti t Oprn Of Z A o moa ® ❑ ti 2 X U aW} 2 ,� U W Q J q o o UJ 9 tl x 2 woo: r- 0- a) 0 �1 n !; N L a O L .0 .E Q O a rn o ❑ ❑' o rn O OfUUUJ J j W W F Z m W05>- 0(1 o, o cn C 0 •3 h C9^Of O U M_ O Scale: NOT TO SCALE Drawn by. GPL 11/15/16 Checked by. Project Engineer. SAO Job Number. 15-8-56231 Sheet Number. R8 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Neil Bennett Mangold, P.E. California P.E. C85924 U, 211JIP(* CIIM .� `FCAi t40// PBR Wall Panel Base Angle Without Panel Recess Base Angle RA1 PW02101 )ate Rev Oct'14 1 Oi Fastener #12A 12-14 x 1' Pancake SO W/O Washer PBR Wall Panel (3) Per Base Trim Fastener #17A 12-14 x 13' SO W/Washer 5'-7'-5' O.C. Concrete Fastener 3'f Minimum Optional Foam Closure 5'-0 O.C. Maximum HW455 (Not by Metal Building Mfr.) Base Trim Bass Trim See Erection Drawings F406 F407 F408 PBR Panel Field Remove Bearing leg as Required Comer Trim F830 or F862 PBR Wall Panel Outside Corner Trim u N Fastener #4A 3-14 x J* SD W/Washer at 1'-8 O.C. Fastener #17A 12-14 x 13' SO W/Washer at Each Girt Steel Line and rk Panel Rib Steel Line PBR Panel PW03001 e Rev 3v '16 1 Of PBR Wall Panel Panel Side Lap }-14 x f SO W/Washer She&* Direction at V-8 a.c. CORRECT J-14 x f SD W/Washer Sheeting Direction at 1'-8 o.c. WRONG PW05002 Mar'14 02 PBR Wall Panel Fastener Location '15 Eave Strut Wall Girt Wan Girt Wall Ba: Note #2 it Note #2 e Note #1 Transverse Partition 1'-0' V-0' 1'-0' See Note #1 7' 1 5' 7' 5' 7' Note 11 See Note #2 1'-0' 1'-0' 1'-0' Fastener #17A PBR Sheeting and Trim Layout 12-14 x 13' SD W/Washer See Note #3 7', 5. 7', 5', 7' Jul '16 03 Dec'12 00 Sheeting Direction Note #2 Roof Partition Trim Puri'n Depth Part Mark Fastener #17A See PWO5011 for Panel End Lap 12-14 x 13' SD W/Washer See Note #1 1'-0' O.C. 8' F94-- ( � ) 4 Note #3 12' 12' 12' # Fastener Fastener 4 3-14 x a' .0 SD W/Washer e 10' F56—_ 12' F57-- Fastener #4A W Q J 3-14 x a' LL SD W/Washer Prevagin W nd at 1'-8' D.C. O O O W'n0 3-14 x r SO W/Washer a S• 7' S' O.C. Tape Sealer }' x' 2 1/2' 2 1/2' 2 1/2' C7 V-8' O.C. r N HW507 I o � .c a Eave Strut Wall Girt Wan Girt Wall Ba: Note #2 it Note #2 e Note #1 Transverse Partition 1,CP05001 PBR Roof Panel Fastener PR00011 PBR Panel raGPR0a015 PBR Panel I -OPR04016 PBR Sheeting and Trim Layout and Tape Sealant Location End Lap Detail Side Lap and End Lap Details Jul '16 03 Dec'12 00 Jun '14 Roe Nov'14 03 Roof Partition Trim Puri'n Depth Part Mark (See CPO5003) J WQ� ti e m Sheeting Direction 8' F94-- ( � ) 4 mOprn 12' 12' 12' # Fastener Fastener 4 3-14 x a' .0 SD W/Washer 9 1/2' 9 1/2' 9 1/2' 10' F56—_ 12' F57-- W Q J 3-14 x a' LL SD W/Washer Prevagin W nd at 1'-8' D.C. O O O W'n0 a S• 7' S' O.C. Tape Sealer }' x' 2 1/2' 2 1/2' 2 1/2' C7 Tape Sealer Hw507 r N HW507 I o � .c a E K ❑ ❑ Field notch panels and trim P rn Sheeting Dirscflon See 'GPR04016' Fated Ino Screw Spacing SECTION THRU PANEL SIDELAP ai w around purlins, girts, save w — CWOziw struts, and Base Framing. hil Hill MIHil 1111 1111 All Roof Members Except As Noted Below 3 Panels (See 5004) I� I III III IIII IIII For FasteneoLocations me,lr A PW05003 — for Windward m m i na — u., u..n—uxne,.- (See M02126 / PW02127 for 'Optional' Base Trim) 12' 12' 12' 2 1/2' 1 7' 5' 7' 5' 7' I 2 1/2' w Sheeting Direction See *GPR04016' At Eave Strut, Panel End Lap, and Peak Puriln Note: Screw Patterns Shown Satisfy U.L 90 Requirements For Roof Two Continuous Tape Sealant J Down Slope of Sae PBR usher Sheetln Dkeatlon �` ra'--� (Overtop Tape Sealer on Closure by a J' Minimum) PANEL SIDELAP DETAIL AT LOW EAVE Two Continuous Layers Tape Sealer 3' x' HW507 Purlln PANEL ENDLAP DETAIL Eave Strut Is Closure HW455 Tape Sealer 1' x y}' iO6 top and bottom trim (When required, may require attachment before Installing Roof Panels) a U m Project Engineer. SAO Job Number. • 15—B-56231 Sheet Number. R9 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Bennett Mangold. P.E. PERMIT #— BUTTE COUNTY DEVELOPMENT SERVICES 0 C REVIEWED F©R,} CODE COMPLIANCE DATE �� BY SCIVill. OFCA11 g 2 3 0 h tr J WQ� ti e m mOprn ti to 2 X UZ Li W Q J O O O W'n0 a CLarn0 C7 r N o � .c a E K ❑ ❑ P rn O W I Q w W��F ai w w o CWOziw y +Q NN> -O 3 j OnQQ O Scale. NOT TO SCALE Drawn by. GPL 11/15/16 Checked br. Project Engineer. SAO Job Number. • 15—B-56231 Sheet Number. R9 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Bennett Mangold. P.E. PERMIT #— BUTTE COUNTY DEVELOPMENT SERVICES 0 C REVIEWED F©R,} CODE COMPLIANCE DATE �� BY SCIVill. OFCA11 PBR Panel Fixed Ridge Detail (6) Fosterrer /4 }-14x�'LL SD w/woeher 1 � i Fastener #3 12-14 x Ir SD w/1Moaher Roof Panel PBR Light Transmitting Panel - Lap Details Non U.L. 90 Application Fastener #3 4' 12-14 x W LL SO W/Washer 6 at End Lap Tape Sealant HW506 (Tpy.) �— Fastener /4- 1/4'-14 x a" LL SO W/Washer at 1'-8 O.0 Tape Sealant HW506 LTP Flashing - F75 or F76 vinyl Light Trani Panel Note: Strip 4' of insulation from vapor barrier and fold back over purlin.(Typ.) Fastener #3 12-14 x 1i" LL SD W/Washer at 1'-0 On Center Ught Transmitting Panel PBR Panel Fixed Ridge Detail Die Formed Ridge Cap F52 Fastener 113 4'+/- Sym. 12-14 x 1r LL I SD W/Washer I PBR Roof Pond I �tqaa I HYb06� Peds PWM PR25003 PBR Roof Panel - Signature Southern Standard and Southern 3r'14101 Large Gutter - Sheeted Wall *Standard LTP = 10'-8. A minimum of 4' is required for a panel lap. The LTP may be field cut or lap under the up -hill roof panel. 12' maximum. Light transmitting panels may need to be cut in the field. If required, follow these steps: • Up to five (5) LTP's may be cut at one time. • A circular saw with a 24 tooth per inch blade, will work best. • Cut slow and allow the blade to work without excess pressure. • Allow the blade to cool between cuts. WARNING: These light transmitting panels aro not designed or Intended to bear the weight of any person walking, stepping, standing, or resting on them. IkfE MANUFACTURER DISCLAIMS ANY WARRANTY OR REPRESENTATION, EXPRESS OR IMPLIED, that any person can safely walk, step, stand, or rest on or near these light transmitting panels, or that they comply with any OSHA regulation. WR06004 PBR Light Transmitting Panel Assembly 6V '114 02 Non U.L. 90 Application xsta: Do not allow insulation vinyl to interfere with panel lap and mastic. 5 •�oi,�cooto - y astener 13 Large F3357 Eave Gutter 12-14 x 1r LL Fastener #4 (See Erection Drawings SD W/Washer (6) 1/4-14 x b' LL Standard F893 (Shown) at each End Lap SO W/Washer at Inside Panel Closure HW455 Attached with (3) Fastener /4 1'-8 O.C. 1-14 x b" LL SD W/Washer HW506 top and bottom (See Erection Drawings 3'-0' for Spacing) 15 -Member Screws End Lap Screw Layout astener #3 14 -Stitch Screws 30 L.F.4" Tape Sealant d m 12-14 x W LL o W SD W/Washer (3) O at Mid Span I 3'-0' a drna7 Mid Span Screw Layout PRO20011 PBR Panel - Signature Southern Standard and Southern Large Gutter 061071 Partially or Fully Open Wall Fastener J4 Note A Screw must be Installed through the Tape LL SD i_1/WashTape Sealer HW506 Sealer to ensure a water tight connection. 6" Long Gutter Support PBR Panel Section A Gutter Support Standard F893 (shown) Large F3357 Eave Gutter attached with (3) Fastener #4 1-14 x a' LL SO W/Washer See Sheeting (See Erection Drawings Layout, for Spacing) Standard F893 (Shown) Eave Gutter Standard F46 (Shown) Large F3830 Eave Trim F2955 Without Closure Fastener #14 b'oxA" 3'-0 O.C. With Closure Fastener /14A j'oxa" 1'-0 O.C. Fastener #4 LL SD W/Washer Tape Sealer HW506 6' Long Gutter Support PBR Panel Section A Fastener %4 1-14 x r LL SD W/Washer Eave Gutter of 1'-0 O.C. Standard F46 (Shown) Fastener /3 Gutter Support 12-14 x14" LL SD W/Washer Standard F893 (Shown) at 5'-7'-5" O.C. Large F3357 Inside Panel Closure HW455 Attached with (3) Fastener /4 with continuous Tape Sealer 1-14 x b" LL SD W/Washer HW506 top and bottom (See Erection Drawings e $ Q` for Spacing) Note 'A' Eave Gutter x Standard F46 (Shown) Fastener 14A Large F3830 ]'o x ]' � 5'-0" O.C. Fastener /17A Eave Trim 12-14 x 1}' Sp W/Washer F2955 'Optional' Outside Panel Closure (See GDO6002) Fastener #14 34-0 O.C. See Sheeting Layout R25001 '1401 Not, 'A' Screw must be installed through the Tape Sealer to ensure a water tight connection. Fastener #4 1-14 x j' LL SD W/Washer at 1'-0 O.C. Fastener #3 12-14 x 1J' LL SD W/Washer at 5"-7"-5' O.C. Inside Panel Closure HW455 with Continuous Tape Sealer HW506 Top and Bottom Note 'A' Fastener #14A d'o x I' 5'-0" O.C. Fastener #17A 12-14 x 1r SD W/Washer at 2'-0 O.C. fastener #17A 12-14 x 11' SD W/Washer at 1'-0 O.C. Spacer Trim F2901 - 8' Member F2914 - 10" Member F2927 - 12' Member Purli mJ CL O Purlii NOTE: Refer to GPR25002 for insulation lap Purlii PBR Light Transmitting Panel (LTP) Layout Non U.L. 90 Application 15—Member Screw 3'-0" I 3'-0" I 3'-0" 14—Stitch Screw 30LF-1" Sheeting Tape Sealant Direction 1. Place roof panel #1 in position and attach to roof framing with member screws. Before panel #2 is positioned, Install tape sealant along the outer edge of the panel rib on panel #1. The tape sealant should always be positioned to the outer edge of the panel rib so that water cannot seep into the panel lap and the stitch screws do not penetrate the sealant, which will create a void in the seat. 2. Place panel #2 in position. Secure the panel to the roof framing with member screws. DO NOT place any member screws on the end lap where the Light Transmitting Panel will be positioned. Do not install the last member screw at the eave. This screw will be installed later. Apply tape sealant along the end of panel #2 where the Light Transmitting Panel will be attached. DO NOT APPLY TAPE SEALANT TO THE RIGHT SIDE OF THE PANEL. Do not fasten the panels together. 3. Place the Light Transmitting Panel #3 in position. Attach the Light Transmitting Panel to the roof framing with member screws, Leave out the last member screw at the panel end lap. DO NOT attach the end of the Light Transmitting panel to the roof member where panel #4 will be attached. Apply tape sealant to the end of the Light Transmitting Panel where panel #4 will be positioned. DO NOT APPLY TAPE SEALANT TO THE RIGHT SIDE OF THE LIGHT TRANSMITTING PANEL. PERMIT # t3UnE(,-OUNTY DEVELOPMENT RE. -VIEWED FOR SERVICES CODE COMPLIANCE 7—c--- ! By DATF_'_ ___. < _ ___ _-- a U 0 A g x 3 Z � b � 00 W Q e $ Q` ai Oan 0Z a o mai 2 " ®❑ d m :2J} o W ow<J O b` W lu � a drna7 � r�r V Vi N N 4 [ Q FK O a i° in 0 of 0) 1:1 E] O, U C~UJ D Wv F lwoWin b E 12050 O�inO} rn cp � Of b, o U^�< O Scale: NOT TO SCALE Drawn by. GPL 11/15/16 Checked by. Project Engineer. SAO Job Number. 15—B-56231 Sheet Number. R10 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Neil Bennett Mangold. P.E. Civil. PBR Longitudinal Partition CRO5050 Fastener Location (Non -Windward) Date,Rev Jun 15 1 0 See Note l 1'-0' 0' 1'-0' 1' - 1, See Note f2 Note jt Sheeting Direction Fastener 417A - 12-14 x 1}' SD W/Washer 1'-0' O.C. Note f2 Fastener "• }-14x}' V-8' Ox Eave Strut Wall Girt Wall Girt c Panel Lai Ic1:1TL.. Note f1 i Note fl f Note ft e Note f1 Flush Sidewall Girts and Bypass Endwall Girts at Rotated Corner Column EF03 Sidewall Girt Attaches to Inner Column Flange Date Jan '16 Girt Partti Sheeting Clip CL292 or PC30 Fastener f12A 12-14 x 1' Pancake SD W/O Washer (2) Per Sheeting Clip (TYP) 'Z' Sheeting Clip PC22 Clip PC81 L/R Bolted as Shown Clip May be Factory Welded - Coma Column - Fastener #55 12-24 x 1r SD DP5 W/O Washer At Each End and 6' on Center as Needed Clip SC5 I I Sheeting Clip PC31 I I L_� 0J Got dewdl Note: Zee Girt Shown Cee Girt Similar All Bolts To Be FO Unless Noted. For Required Length Refer To Grip Table On Erection Drawings. Downspout Strap AttachmentDI P00011 PBR, RBR, AVP, PBA, VistaShadow, & IMP Fully Sheeted Wall jun'15 R0 Fastens f4A }-14 x r SD W/Washer Head Trim F481 Downspout Strap (1) at F797 See F797 - 3}'x4' and 4'x5' Downspouts (2) at FBI, F903 and F1829 FBi - 6'x6' Downspout Fastens f14 F1829 - 6'x8' Downspout j'0 x J' Pop Rlvet SS F903 - 9}'x9}' Downspout (1) Per Side at F797 Downspout (2) Per Side at FBI, F903 (4'x5' Shown) and F1829 PBR Wall Panel Attachment Fastener f4A Downspout Strap 4-14 x r SO W/Washer F797 - 3}'x4' and 4'x5' Downspouts (1) at F797 Y Q O F81 - 6'x6' Downspout (2) at FBi, F903 and F1829 F1829 - 8'x8' Downspout Fastener f14 F903 - 9}'x9}' Downspout i'f x J' Pap Rivet SS Downspout (1) Per Side at F797 (4'x5' Shown) (2) Per Side at FBI, F903 RBR Wall Pand Attachment and F1829 3 �I Fastener f4A Downspout Strap }-14 x r SD W/Washer F797 - 3} W aid 4'x5' Downspouts (1) at F797 F81 - 6'x6' Downspout (2) at FBi, F903 and F1829 F1829 - 8'x6' Downspout Fastener f14 h F903 - 9'x9}' Downspout ro x IV Pop Rivet SS Downspout (1) Per Side at F797 AVP/PBAAistaShadow (4'x5 Shown) (2) Per Side at FBI, F903 Wall Pand Attachment and F1829 o IPWO9029 Fastener 14ADownspout Strap }-14 x r SO W/Washer or PWO9031 F797 - 3}'x4' and 4'x5' Downspouts (1) at F797 F81 - 6'x6 Downspout (2) at FBI, F903 and F1829 F1829 - 8'x8' Downspout Fastener f14 F903 - 9k x9}' Downspout ro x J' Pap Rivet SS Downspout (1) Per Side at F797 (4'x5' Shown) (2) Per Sloe at FBi, F903 IMP Wall Panel Attachment and F1829 Transverse Partition Trim Installation - Partition to Roof Sheeting Angle RAi Attached to each Purlin with (1) Fastener f1B 1-14 x 1} SO W/O Washer (Field Notch at Purlin) Roof Partition Trim F94 - 8' Purlin F56 - 10' Purlin F57 - 12' Purlin Fastener f4A }-14 x r SD W/Washer at 1'-0' O.C. (Near Top and Bottom of Trim) Wall Panel Field Notch at Roof Member 'SEE CP05003' Offset Varies (See Erection Draw Note: Field notch Partition Trlm at roof members and Install snug against bottom of roof panel or insulation. F-0 10 Outside Panel Closure (See GDO6003) Press Broke Downspout Layout 4" x 5" Gutter (Pro Hie A40y Vary) Field locate J opening M gut Seal Downspout to Gutter connection with Tube sealant HW54- Upper Downspout F1801 d'lli Downspout with Kidcout F1802 -'6PO5002 Transverse Partition Date Rev Feb '161 OS Roof Partition Trim Installation Section Puriln Space Purlin Space Roof Panel (PBR shown, will wry see Erection Drawings for requirement) Roof Panel (PBR Shown, will Vary see Erection Drawings) F01_TTn-rn I 1'r II I II 1 of Rafter DP00020 Jan '16 01 (4) Fastener f14 I'x4- Downspout Strap F797 (See DP00011 thru DP00014 for Downspout Strap Fasteners) (6) Fastener f14 t;;. at splice) Note: 1. Refer to the building erection drawings for the spacing of the downspouts. 2. Locate all downspouts over a panel major rlb If possible. 3. Downspout straps F797 are Located at the bottom of a downspout, below a splice, and at a mid point of downspout longer than 10'-6'. See DP00011 thru DP00014 for downspout strap fasteners 4. Field notch downspouts for lap as shown and cut to length. II I II C II —� _r�r -r- >,-n CP05003 Nov'15 04 Partition Trim Install and attach downhill trim before installing trim uphill. F[ T©F I — T IT II I I 1 II 11 LL _LAA - 'A -Fastener f4A "—Fastener f4A 1-14 x F' 1-14 x r SO W/Washer SO W/Washer Near Top and Bottom of Trim at 1'-0 O.C. Outside Panel Closure Wall Panel (PBR shown) (See GDO6003) Field Notch at Roof Members PBR Wall Panel - Walk Door & Glass -Front Walk Door I FVVUUUZA Trim Installation with Field Notch Panel at Head Trim May'14 0l Note, Trim Installation can be done by Field Notch Panel as shown on PWO9022 do PWO9023 Q$ with Field Notch and Bend Tabs at Head Trim as shown on PWO9024 do PWO9025. 0a Door Width + 61' (+ 1'-6 for each SideLits) Y 3 1}' Door Width + 31' (+ 1'-6 for each SideLite) 1}' See PM9023 a'I `o & PWO9027 e V` 0 0 0 1 3 is Y m o ° i7N 33 o Door Width (+ 1'-6 for each Sic Door Width + 3;' (+ 1'-6 for each Note: All trim is to be Note: Field measure Door Width and Installed BEFORE blanket Height before moking field cuter and Insulation is applied to wills. adjust cut dimensions accordingly. c y 0 t%c^tdlll # BUTT E COUNTY DEVEL0PPJ4ENT SERVICES REVIEWED FOR ;ODE COMPLIANCE `l —I 7 BY---- O h 3 �o Q h p En > 2 Warn I� e m 00 a °t ti Q: owi 00 aW w06 U � a a arnoca N l O G 2 ,E Q O O � H m Llerai1 W WF o Z (0W050 e o tn0} io C2 r, Of o Scale. NOT TO SCALE Drawn by. GPL 11/15/16 Checked by. Project Engineer. SAO Job Number. • 15-8-56231 Sheet Number R12 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Neil Bennett Mangold, P.E. 2UP /* Head Trim F481 See PW09030 or PWO9032 o Fastener f14A a' x it I 0 � Pop Rivet at 20' O.C. I I Y Q O L O Bead of HW54- Tube Caulking o o = from Header to Floor (see erection) 3 �I o o ° Jamb Trim F482 Jamb Trim F482 n 0i n or Optional F484 or Optional F484 h o See o IPWO9029 e or PWO9031 e I Finish Floor Line ( e Door Width (+ 1'-6 for each Sic Door Width + 3;' (+ 1'-6 for each Note: All trim is to be Note: Field measure Door Width and Installed BEFORE blanket Height before moking field cuter and Insulation is applied to wills. adjust cut dimensions accordingly. c y 0 t%c^tdlll # BUTT E COUNTY DEVEL0PPJ4ENT SERVICES REVIEWED FOR ;ODE COMPLIANCE `l —I 7 BY---- O h 3 �o Q h p En > 2 Warn I� e m 00 a °t ti Q: owi 00 aW w06 U � a a arnoca N l O G 2 ,E Q O O � H m Llerai1 W WF o Z (0W050 e o tn0} io C2 r, Of o Scale. NOT TO SCALE Drawn by. GPL 11/15/16 Checked by. Project Engineer. SAO Job Number. • 15-8-56231 Sheet Number R12 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Neil Bennett Mangold, P.E. 2UP /* Various Fasteners Fastener #17 Fastener /38 12-14 x 1' 1/4'-14 x 7/8' Lap TEK 5/16' Hex Washer Head 5/16• Hex Washer Head Washer GUTTER j II .•.•w/ GUTTER CAP High Low Fastener i12A Y LAP 12-14 x 1" DP3 Side Side Pancake Head Fastener /55 Fastener /70 12-24 x 1 1/4' DPS 12-24 x 1 1/2" DP5 5/16' Hex Washer Head 5/16' Hex Washer Head Fastener %I6 Fastener #61 12-14 x 2' 12-14 x 1 1/4' 5/16" Hex Washer Head 5/16' Hex Washer Head * Fastener 1116 NOTE: Refer to bill of materials for specific job 12-24 x 1 requirements uirementa Pancake SD DP5 W/O Washer G000009 PBR Roof Panel Perimeter Trim Fastener and Sealant Reference 7PR00008 Oct'14 00 ov'15 10 % 0 F F GUTTER GUTTER LAP GUTTER CAP High Low F46 Y LAP F47 Side Side µ So— 1/4-1{ : r 4Y Tule Sealant TRANSVERSE EXPAN. VALLEY FLASHING LL SD W r CONTINUOUS EAVE HIP FLASHING Tran Color F350 F711 9kn Color F283 FF284 F71 (3) Fast— 04 34' Tub. Sealant (6) Fosterer µ LL SO W%Wan Per leap (2) Fastener 012A 12-14 x 1• PJL So 74' t Fact 24• Tape Sealan F50 Fastrar /4A }-14 x r SD W/ W.W— Trtn Color Faxtrwr µ i-14 x r LL SD at 6/awrl"h (6) Color 12 x 2' Trim COW Gutter Gutter Gutter �.r Per Lap TraCalor 27' Tab. Causing #14 (7) Fosterer f14 () Fasivi 5/16' Hex Washer Head 28' Tub. Sealant 2e• Tub. Sealant (14)T � /14 38• Tab. sealt ann PBR Roof Perimeter Trim Reference - Standard Trim U % 0 zz� GUTTER GUTTER LAP GUTTER CAP EXPANSION COVER F46 Y LAP F47 F646/FG53 µ So— 1/4-1{ : r 4Y Tule Sealant 17- Tub. Sealant (12) Fast-- 014 LL SD W r (13) Fastener 111 (12) Fmri 014 Tran Color Dar 1'-0. 0.G Roof Calor Trion color 9kn Color (6) Fastener 014 L� Panel Fasteners Au '15 O6 CORNER BOX RAKE CAP F430 F51 ai c J (8) Fastener #14 (3) Fosterer 04 (7) Fastener 1114 Trim color 1/4-14 x r 12-14x1r LL SO ty/wadar 12-14x11" Trim Calor to a' 4 R Rake /wash er R MMU3 SIde OUTSIDE CORNER INSIDE CORNER Right as Shown RAKE RAID_ LAP 19' Tube Sed. (6) Fastener 1114 (6) Fastener 014 (3) Fastener 04 (3) Fast— 04 -is 3 F50 2' LAP Fastener /142 1/4'-14 % 1 1/2' Color 12 x 2' /Trllrn Gutter Gutter Gutter �.r Fasiewr µ 1//4-14 z j• LL SD w/WM. 27' Tab. Causing #14 (7) Fosterer f14 () Fasivi 5/16' Hex Washer Head 28' Tub. Sealant 2e• Tub. Sealant (14)T � /14 (14) Faster ner Stitch Screw .Fastener /4 TrInn Fastener 1/4-14 z r 5D w/woener 1'-O' at Trion Color x LL1so'I' /i hr Trin, color }-14 x r {a' Hex Washer Head • Hex Washer Head {b' Hex Washer Head w/washer w/washer w/washer *__�D 1.wr-Ka soon campy-I'.t•.tt sen 1.avr-Ke sangc cmapr-'t t•.t(!' soon Flush t eiopy A d 3 Fastener /1B 1/4"-14 x 1 1/4" 5/16' Hex Washer Head ►►�-_tilt J mil I.C. ar CO. LOW -C" Lo. 1o' Cee ll 10' Cee Law Eae Trion HIGHSIDE HIGHSIDE LAP F2957 F2958.F2959,F2960 F2961 F2962,F2963,F2964 F2955 tY Tub. Sealant (7) Fast— 014 �• x Ill. Pop RIM pr Fastener f17A 12-14 x If w/ wwhr 24' O.C. T !k 1Y o.G 6Ottan Trion 12 Tub. Sealant (7) Fasterlr #14 r x d' Pap RIM pr Fastener /17A 12-14 x 11' SD W/ wodnr 24'QG Fastener /14 fY 01 Trim Color 1 Tub. Sealant (7) Fastener 014 r z 11' Pop Fill Per Lap Fastener /17A 12-14 x I f w/ Washy 24' D.C. T t 1Y 0.G Bottan Trion Cdr tY Tub. Sealant (7) Fasten Ili �' x ;' Pap RNwt Pr Fastener /I7A 12-14 x 1}• SD W/ washy 24'0.G Fartener iii 1Y D.C. Mn cola Tube Sealant (2) Fostrrw 014 x (2 Pap enet per Lap Fastener /14 36' 0.0 W/O aawrs FMwrw /14A i x r Pop Rhst 1Y O.C. w/ aaeu s Trion Color �T•e � F54 Y LAP Fastener µ 1 1-14 x LL 5D w%wornr r SD ae F�� � 1/4-14 x r SO w/washer 1'-a 0.G Trion Calor 19' Tub. Sedan! (6) TubeForSe fl4 (2) Fasienr µ 1/4-14 x j' LL W/wornr Time color LD � "iQ'..V1.D"oPy"Ha Fastener /48 Senn c.re ni4.r.'r lenR tb.bpy-Ko�Jsenit caapy-�.1',ij' SeI1R aaropY Raka 4Lttr 1/4-14 z 5/8' Type B Lang Life 5/16' Hex WaaIsIII{hhhrnsrsr Headw/ Washy High Er Cse High Sr Cas High 110' Cee High 10' Cee Floating Eave Trim OUTSIDE CORNER INSIDE CORNER F2945 F2966,1`2967,F29611 F2969 F2970.F297l,F2972 F2952 Right es Shovel Field Work `lT 1 Tub. Sealant (7) Faslrnr /t4 r x ij' Pap Rivet Per L� iaetww s sir 12-14 x 1j' W/ was 2V 01 T ! 1Y D.C. Bottom 12 Tube Sealant (7) Fastener /t4 r x ti' Pap Rivet Per I-� Fastener 017A 12-14 z 1}' SD W/ Washer 24.0.G Fastrrer f14 tY D.C. 1 Tube sealant (7) Fastener /14 r x ti' Pap Rivet Per Lap Fastener /17A 12-14 x 1}' W/ Wash. 24' D.C. T d 12 D.G Batton 12' Tubs Sealant (7) Fastener 014 r x J' Pap RIM pas Lap Fastener f17A 12-14 x 1}' SO W/ washy 24'0.0. Fa tener 014 fY D.C. 9 Tube Sealant Fast.. µA X14 x SD w/ Washer 1Y 0.G (2) Fastener 014 i' x 1j• Pap RMt pr 2 Lap Tran Cdr 21•) Tabs Sealant ((3) Pastor r N 1/4-14 x j' LL SD w/washr Tran calor 1 Tub. sealant (13j Fastener /14 (3) Fast~ #4 1/4-14 x r LL SD w/Wodn. Trim Calor L� Panel Fasteners Au '15 O6 CORNER BOX RAKE CAP F430 F51 1r Tub. Coull 11' Tub. sealant (8) Fastener #14 (3) Fosterer 04 (7) Fastener 1114 Trim color 1/4-14 x r 12-14x1r LL SO ty/wadar 12-14x11" Trim Calor Hex Washer Head 4 R Rake /wash er R MMU3 SIde OUTSIDE CORNER INSIDE CORNER Right as Shown Field Work 19• lube Sealant 19' Tube Sed. (6) Fastener 1114 (6) Fastener 014 (3) Fastener 04 (3) Fast— 04 -is is washer 9[066� .1/4 _ LL1+W/li Trim Calor Color 12 x 2' /Trllrn Gutter Gutter Gutter OUTSIDE CORNER INSIDE CORNER Field Work Field Work 28' Tub. Sealant 2e• Tub. Sealant (14)T � /14 (14) Faster ner Stitch Screw .Fastener /4 TrInn I Mar'141 0 'e — GUTTER CUP F893 '.) Fa . N /JR4 z Roof Calor )F�w 1{x Trion car 0� Peak Box F916 (12) Fee— µ U. SIW�r (3) Fastener INA SO 1/4-14 x r W/Wan. Tho Calor PBR Panel I MPR00008 NOTE: Refer to bill of materials Fasteners G 00 04 Paye for specific job requirements 'Ju re REV. Tape Sealant and Tube Sealant G000005 Perimeter Trim Reference -Trim Fastener and Sealant Jan'16 07 Jun '16 oa Date Rei Oct'l5 03 FASTENER #271 FASTENER #24 FASTENER #228 TRI—BEAD TAPE SEALER FLAT TAPE SEALER TAPE SEALER — SWAGED HW504 HW507 HW515 i F�,,,,� UWE, �41�'L � �' X;" X 25'-0" �• X �• X 50'-0" t�" x 2}• x s• Ease Tran Eo`e Trim LAP Closure Vented Ridge metal Clown Badc-Up Plate Langitudinal Ridge F89 Y LAP HW4040 HW4041 HW2996 TRIPLE BEAD TAPE SEALER FLAT TAPE SEALER Fastwnw NA 1/4-14 x r e' Tub. Sealant (3) Fostenr A (3) Foxtener #3 zir-o' lap 8-18 x 1/2' 8 % 5/8' 10 x 1/2' HW502 SD W/nbshr 1•-0" O.Q. (12) Fastener rye 12-14 x 1 1/4' LL so 12-14 X 1 1/4' LL SO Trim Screw Nibbed Driller Grommet Washer HW506 fi Fasten. f14A Trtm Cdr w/�Mndnr w/Waew at ft O.C. (2) Fastinr µ 1/4-14 X r (2) FaNenr µ 1/4-14 x r �it1� BaSuperLok S Trion calor LL sfl w/wasnr u 5o w/washr Roof Calor Roa cd. fl" X 24• X 20'-0'1 • X 1' X 45'-0' 28' rape [leetic 2e' Tape [Nasik FASTENER X14 FASTENEI3�14A FASTENER #226 URETHANE TUBE SEALANT TAPE SEALER NON—SKINNING BUTYL MINOR RIB TUBE (VAPOR SEALANT) HW512 Expansion Ridge Tran Ridge down Flat Eove Trim Inside aosurs Outside Closure F675 F879 F2955 HW455 HW456 Fasfenr H 1//4-14 . r 30• rub. ca4urq 9- rub. savant 1/8" x 3/16' 1/8• x 3/8' 3/16" x 9/16' LL so w/wad. (12) Fast.,.µ (1)'V4 pr - tap Pop Rivet Pop Rivet Closed End Rivet HW540 White 2 me a e' O.C. 1/4-14 x r #14 3�0' aG w/aut Stainless Steel Stainless Steel (White) (16) FW-- U.SD was 4 x r LLT masa r 1,-o' D. /w awl.. HW541 (Gray) IMP7100 (WHITE) ; lap Trion Cow Tran color HW542 (Bronze) 32• X 1d" X 4' Tab. sealant FASTENS 3 FASTENS Note: 25'-0• per Tube at 1/4' Bead Note: 12'-6' per Tube at 3 8" Bead B� FASTENER FASTENER HW399 / _—_ J 2' WIDE X 24 GA. FLEXIBLE MEMBRANE (EPDM) STRAPPING 40V�5 fv= i Rake Slide Tr►n Ridge Cap Parapet High Side Parapet Rake Trim F215 F52 F195 F852 +wt!!5 c'! Fastener 01A 1/{-14 x r 121' Tap Naetb 14• Tuba sedant 2r Tuts s.dant LT.P. Member Screw LT.P. Member Screw Lon Life ® h sn w/wer. (12) Fastener p (2) Fasten. #14 t (Long ) /6 x 1' Rubber Grommet V-0 D.C. 12-14 x 1 t/4 LL SD (3) Fastener µ }-14 x r hon Calor w/Wohr (2)LL SO att4X r LL r 1/4'-14 x 1 1/4' 1/4'-14 x 1 1/4' 1/4' Hex Head w/ Washer 7a t� 5/16' Hex Washer Head 5/16' Hex Washer Head (6) Faaenr µ Fastener 04 1 r14 x r w/ 1 1/8" O.D. Washer w/ 1 1/8' O.D. Washer DEKSTRIP 7' WIDE - HW5227 LLt. is 1 � 0.6 TMa �0f DEKSTRIP 9' WIDE = HW5228 Panel Color 7 FASTENER #44 FASTENER #441 FASTENER d�35 DEKSTRIP 12' WIDE = HW5229 COLOR se Gray • FL470 — 25'-0" Roll • HW520 — 16" x 50'-0• Roll Only Plus l lvaume us n SCREWS 2' O.C. MAX. PERIMETER Gay • HW521 — 24' x 50'-0' Roll TAPE SEALANT BOTH SIDES • FL471 — 101 Roll �er TUBE SEALANT EACH END Galvalume Plus Only TERMINATION STRIP HW5305 EACH a FL569 — 500'-0" Roll END (1" Wide x 4'-0' Long Alum.) Galvalume Plus or White Wash Coat NOTE: L.T.P. Stitch Screw LT.P. Stitch Screw (Long Life) /14 x 1 1/8" O.D. Refer to bill of materials 1/4"-14 x 7/8' 1/4'-14 x 7/8' Bonded Washer for specific job requirements 5/16' Hex Washer Head 5/16' Hex Washer Head w/ 1 1/8' O.D. Washer w/ 1 1/8" O.D. Washer PBR, PBU, AVP, PBA, VistaShadow G000006 Panel Fasteners Au '15 O6 Wall Fasteners Roof Fasteners _Optional Roof or Wall Fasteners Stainless Steel Cap Long Life (Optional at Wall) Membr Screw Fastener #17A Member Screw Fastener /3 Member Screw Fastener /3SSBX 12-14x1r 12-14x1' 12-14x11" (i• Hex Washer Head Hex Washer Head {b' Hex Washer Head w/washyw /wash er R MMU3 w/washr 0 ....... Member Screw Optional Fastener /17B Member Screw Optional Fastener #3A Member Screw Optional Fastener /3ASSBX 12-14 x 11' 12-14 x 11• 12-14 x 11' Hex Washer Head (b' Hex Washer Head Hex Washer Head w/washerw/washer 066r__E� �� is washer 9[066� Membr Screw Optional Fastener /28 Membr Screw Optional Fastener /58 Member Screw Optional Fastener /272SSBX 12-14 x 2 12 x 2' 12-24 x 2" DP5 Hex Washer Head Hex Washer Head Hex Washer Head w/washer w/washer w/washer Stitch Screw Fastener III Stitch Screw .Fastener /4 Stitch Screw Fastener #4SSBX 1-14 x i' }-14 x i" }-14 x r {a' Hex Washer Head • Hex Washer Head {b' Hex Washer Head w/washer w/washer w/washer *__�D NOTE: Refer to bill of materials for specific job requirements F 1'-3'1At7 P ?- UTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR GORE COMPLIANCE a U CO O O ¢ 'd F w O1 e � m Owprn o GOa A �m ¢ ®❑ O _ < W y wJ¢W C1 i °w0X d o rnU w N 0 O .c .E e no tOf 0)o O ❑ ❑ O O7 wF¢w Tri � wUUF w w o L Wp�w in E (S�� o, o tnO} to L7 I, O Scale. NOT TO SCALE Drown by. GPL 11/15/16 Checked by. Project Engineer. SAO Job Number. • 15—B-56231 Sheet Number. R14 of 15 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer Is not the overall engineer of record for this project. Neil Bennett Mangold. P.E. its, ;e CIVtL vOFCAttf O � 0-9 w W 3 {" rt rn N n L 0 W 3 rl 6"f C CO C P (o C4 rtJ O C4 N i CD rt M O Q. 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Project Name &Location: h a tt tr+ 00° v m v— a y J G STEEL ERECTORS PEEKEMA BROTHERS RANCH C —+ �� >> aomcwy v. r O to o,° m 3 m � a m I 11720 DORI CT 905 ALEXANDER AVE fi p` a a o N `; N 0° a n MARYSVILLE CA 95901 GRIDLEY CA 95948 a2 _ o m o cn JACOB GENTILE y m o �' a 3 ? rt� ° u u\J ^� Oro wing Status: Preliminary 9 �t1 N Kt o ❑ (Not For Construction) ®For Construction Permit * Cly m a a o U For APprowl m a m ❑ (Not For Construction) [:]For Erector Installation GENERAL NOTES I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY D 15GREPANG I E5. 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD DANIEL J. DOBBIE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, EXCEPT FOR LIABILITY AR151N6 FROM THE SOLE NEGLIGENCE OF DANIEL J. 01055117. 3. THE CONTRACTOR AGREE5 THAT HE/SHE SHALL NOT DEVIATE FROM THESE DRAWINGS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE ENGINEER. 4. ALL OMISSIONS AND/OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENG I NEER. 5. IF CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR GALLED OUT IN THE NOTES OR SPECIFICATIONS, THEN THEIR CONSTRUCTION SHALL BE THE SAME AS FOR 51MILAR CONDITIONS WHICH ARE SHOWN OR GALLED OUT ON THE DRAWIN65 OR SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER. 6. ALL CONSTRUCTION, INCLUDING MATERIALS AND WORKMANSHIP, SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2012 EDITION A5 ADOPTED AND MODIFIED BY THE STATE OF CALIFORNIA IN REFERENCE TO THE 2013 CALIFORNIA BUILDING CODE (GBG). 7. IN AREAS OF EXCAVATION THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES BEFORE 5TARIN6 EXCAVATION. 8. THE CONTRACTOR SHALL NOT SCALE THE WORKING DRAWINGS. SPECIAL INSPECTION I. SPECIAL INSPECTION 15 REOUIRED FOR THE FOLLOWING TYPES OF WORK IN CONFORMANCE WITH SECTION 1"104 OF THE 2013 EDITION OF THE "CALIFORNIA BUILDING CODE" (GBG): INSTALLATION OF HIGH STRENGTH BOLTS AND BOLTS INSTALLED IN CONCRETE 2. THE FOLLOWING REQUIREMENT SHALL BE MET FOR SPECIAL INSPECTION: A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A RE6ISTEREL7 PROFESSIONAL ENGINEER. B. THE SPECIAL INSPECTOR SHALL 0155ERVE THE WORK A55I6NED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWIN65 AND SPECIFICATIONS. G. THE SPECIAL INSPECTOR SHALL FURNI5H INSPECTION REPORTS TO THE BUILDIN6 OFFICIAL, THE ENGINEER, THE ARCHITECT, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY THE REGISTERED PROFESSIONAL STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION W.A5 IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE G.B.G. 3. SPECIAL INSPECTION APPLICATIONS MUST BE REVIEWED AND APPROVED BY THE: BUILDING DIVISION PRIOR TO THE ISSUANCE OF A PERMIT. ALL INSPECTION REPORTS SHALL NOTE ANY DISCREPANCIES AND BE FILED WITH THE BUILDING DIVISIION WEEKLY DURING CONSTRUCTION, WHETHER CORRECTED OR NOT. INSPECTOR SHALL MAINTAIN INSPECTION LO(55 AT THE JOB SITE FOR REVIEW BY THE BUILDING OFFICIAL OR HIS REPRESENTATIVE. 4. INSPECTION PROGRAM: 0.) SPECIAL INSPECTION OF THE HIGH STRENGTH BOLTS SHALL OCCUR DURING BOLT INSTALLATION AT THE ERECTION OF THE STEEL FRAMING. 0.) SPECIAL INSPECTION OF THE BOLTS IN CONCRETE SHALL OCCUR AFTER TIEIN6 OF BOLTS IN PLACE, AND PRIOR TO THE POURING OF THE CONCRETE. PEKEEMA BR I OTHERS, RANCH METAL BUILD1114rc.=7 FUUNDATION FOUNDATION I. 501L 0)E516N INFORMATION: SOIL DESIGN PRESSURE: PAD FOOTINGS 1500 PSF 2. BOTTOM OF FOOTINGS SHALL BE AT LEAST 12 INCHES BELOW LOl^E-EST ADJACENT FIN15H GRADE. 3. THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT I TRUE TO LINE WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED BEFOR-ONCRETE 15 PLACED. 4. THE TESTING LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TOTHE ENGINEER PRIOR TO REQUESTING FOUNDATION INSPECTION. ALL LOOSE SOIL AND FILL DIRT, INCLUDING BACKFILL BEHIND RETAININ6WALLS, SHALL BECOMPACTED TO AT LEAST QOM OF MAXIMUM DENSITY. REINFORCING 57EEL I. BAR REINFORCING SHALL CONFORM TO A5TM A615, INCLUDING SUPPLEMENT 51: ALL REINFORCING SHALL BE GRADE 60. 2. DETAILS FOR REINFORCING SHALL CONFORM WITH CHAPTER 7 OF THE AMERICAN CONCRETE INSTITUTE PUBLICATION 518 -II, UNLESS OTHERWISE NOTED. 3. LAPS AT BAR SPLICES IN CONCRETE CON5TRUCTiON SHALL CONFORM TO CHAPTER 12 OF THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE 316. 4. VERTICAL BARS IN CONCRETE CONSTRUCTION SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALL, UNLE55 OTHERWISE NOTED. 5. BAR SUPPORTS SHALL BE PROVIDED AS SPECIFIED IN THE "MANUAL OF STANDARD PRACTICE" ISSUED BY THE CONCRETE REINFORCING STEEL INSTITUTE. 6. ALL REIFORCIN6 SHALL SECURELY TIED IN PLACE PRIOR TO PLACING CONCRETE OR GROUT. 7. WELDING OF GROSSING BARS AND TACK WELDING OF REINFORCING SHALL. NOT BE PERMITTED. REINFORCED CONCRETE I. A. THE MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH SHALL BE: FOUNDATIONS/ FOOT I NGS 3000 P51 SLABS 3000 P51 NO SPECIAL INSPECTION OF CONCRETE 15 REQUIRED AS NOTED BELOW PER 2013 GBG SECTION 1105.8 EXCEPTION 1. ISOLATED FOOTINGS < 3 STORIES AND EXCEPTION 3. FOR NONSTRUCTURAL 5LA55 ON GRADE B. THE MAXIM)N- LUMP SHALL 13E,4 INGHE5. G. MIX DESIGNS SHALL BE SUBMITTED FOR ALL CONCRETE WITH REQUIRED 5TREN&TH5 GREATER THAN 3000 P51. MIX DESIGNS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA AND SUBMITTED TO THE PROJECT DESIGN PROFESSIONAL FOR REVIEW. 2. PORTLAND GEMENT SHALL CONFORM TO ASTM 0150, TYPE I OR 11. B. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. 4. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM GEMENT CONTENT, 5. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH A5TM 014. 6. MINIMUM CONCRETE COVER (IN INCHES) FOR REINFORCING 57EEL FOR NON - PRESTRESSED CONCRETE; A. CAST A&AIN5T AND PERMANENTLY EXPOSED TO EARTH 3" B. FORMED SURFACES EXF05ED TO EARTH OR WEATHER #6 AND LARGER 2" #5 AND SMALLER 1 1/2" 7. SLEEVES, PIPES, AND CONDUITS SHALL NOT BE PLACED THROUGH CONTINUOUS OR SPREAD FOOTINGS, GRADE BEAMS, OR TIE BEAMS. 8. CONSTRUCTION JOINTS SHALL BE ADEQUATELY KEYED. THEIR LOCATIONS AND DETAILS, WHEN NOT SHOWN ON THE DRAWINGS, SHALL BE SUBJECT TO THE AFPROVAL OF THE ENGINEER. Q. CONCRETE PLACEMENTS SHALL BE CONTINUOUS BETWEEN CONSTRUCTION JOINTS. 10. UNLESS OTHERWISE 5HOWN ON THE DRAWINGS, 5LAB5 ON GRADE SHALL BE CAST 1N 5OUARE OR RECTANGULAR PATTERNS NOT EXCEEDING 400 SQUARE FEET, WITH A MAXI IMUM DIMENSION OF 20 FEET BETWEEN CONSTRUCTION, WEAKENED PLANE, OR CONSTRUCTION JOINTS. Ism COUNTY DEC 2 9 2016 DEVELOPMENT �JySERVICES nen"„•ia iii -7-cl(53 C E QROFESSIp^,9� J. �� CZ C 42028 *\ EXR 03/31/18 /* spq CIVIL ��\P pFCA W1 V Fw, &01' .� DEC 19 2016 REVISIONS BY N W SWw� -j0E0 z y L1J 2 U-) Zo Q O LoQC u a r4s r V3 OLvC?v H � Q �o0 � �U W La i r Wo5; CV Icy o z ui _O U O U � < z D I 0 . 0LL- D C. ui0 Z Z: --s0 z :D Q�� �< < < W 1-- ui Q z ui --- L J z Mas DATE 12/16no16 SCALE NONE DRAWN djd JOB 16044 SHEET OF SHEETS I i I) t 120'-O" i O FOUNDATION PLAN FOR EXACT LOCATION OF ANCHOR RODS 5EE ANCHOR ROD SE7TIN6 PLAN BY CARGO BUILDING SYSTEMS. 3/16" = I' -O" i 23--,4" i M N w m} mC �3Q LU wU.. vw> J O Ly0 X W_ 0c0 Z s' 6+ _ `m oau-)°0 .r - CL d Z !Q c>. 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Box 1107 Gridley (530) 846-0655 / (530) 870-3490 I h - Ali tj t Ise, o /i A2 Z7 bvi « i ti -O11 j FOUNDATION FLAN FOR EXAGT LOCATION OF :ANGHOR RODS.S`F ANGHOR ROD SETTIN5 FLAN BY G -ARCO BUILDING SYSTi=vtS. , tG CONTROL 3 JOINTS F �co N oo Qcc ce) Vol. LIJ, i ( _ ri ,nLL I ! Z (1) 64 ( L--J--j ol LLo I f R, I ( f . NO SLAB: 1 THIE, AREA o I I i ry cp, I uj Lo ff �� NO SLAB ( 0 THI5 AREA 1 I � N PORTION OF "iD FOOTING 5'�O" 1'�/ 5- �5 i�INFORGING - AT BOTTOM OF FTG. i i d, 02 ur ui i I , - 7D , �(� ` (C:1 / 0/L PERMIT k �I B TTE OUNTY DEVELOPMENT SERVICES REVIEWED FOR C �DE COMPLIANCE 0 � - ---- - - NO El�OAB I DATEy � ' BY Lu L 7HI5 AR :,:A �,./�ry FIMA&lNAR ' I B� IILDR16 / LINE TYr-' Lu Lij I _ t -c> I I ij iF 1 DATE 23'-d 5A6"=I:`-O" LION j PROFESS/ON J. D0 dJc� i J106 -- C 42028 m EXP. 03/31/18 NEET R(. DEC 19 "^'" ---- --- ---- - ----