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SEE RC39A2 FOR GUTTER STRAP PANEL RIB SEE DETAIL <br /> ATTACHMENT <br /> 12-14 x 1 1/4' INSIDE CLOSURE RC39A2 OR RC39A3 <br /> ROOF STRUCT FSNR (80130) FACE OF INSTALLATION <br /> 1 PER STRAP It GGC- PANEL FOR GUTTER OIRECTION <br /> GAGE ANGLE LFN <br /> T CHANGE EAVE GUTTER STRAP ATTACHMENT *RIDGE <br /> /4-14 x 7/8° <br /> GA01040 CF-) GUTTER STRA STRAP (STR2) 2 5/A. �W.P. OOF STITCH FSNR <br /> (STR2) OR (STR3) 3'-0" D.C. PER PANEL <br /> 2 1 A /8"ROOF STITCH <br /> . 1/4-14 x 7/8" <br /> 1/4-14 x 7/8' STITCH FSNR PANEL RIB <br /> ROOF STITCH FSNR "TAPE MASTIC T-O"O.C. CAP SHEET <br /> 1 PER STRAP90) (P-) <br /> W P TOP OF PURUN PANEL RIB Y`P� _ <br /> GRA10 1/8"X 1"TAPE ROOF 16� STRUCT. FSNR <br /> MASTIC(027893) 1'-0'O.C. <br /> ON TOP OF V,Px 3/16"x 1/4" TAPE 3/16"x 1/4" <br /> GUTTER STRAP SAVE STRUT <br /> (STR2)GUTTER \6 3/4' GAP MASTIC(025390) TAPE MASTICRIDGE <br /> STRAP UNDER _ CONT.ON BOTH - CONT (025390) PURLIN <br /> ROOF PANEL ---------- SIDES OF CLOSURE <br /> 3'-0' D.C. W.P. <br /> ------ --- -- I ��-SOFFIT(OPTIONAL AT IN <br /> - EAVE GUTTER NOTE: 4" LEG OF ANGLE EAVE GUTTER RAKE ExT.) <br /> EAVE (EG-) ROOF PANELS INTENTIONALLY <br /> (EC-) GUTTER 1/4-14 x 7/8" NOT SHOWN. <br /> 1/4-14 x 7/8" 1/4-14 x 1 1/4" 12-14 x 1 1/4" ROOF PANEL CLOSURE WALL STITCH FASTENER <br /> ANGLE (PCA-) 1/4-14 x 7/8"S.S. <br /> ROOF S'PTCH FSNR STRUCT FSNR (55307) STRUCT FSNR STITCH FSNR. 1'-0" O.C.W/SOFFIT, <br /> 1 PER STRAP 1 PER PURLIN 12' O.C. 12-14 x 1 1/4" <br /> 1NO 1 PER 1'-0" 1 PER STRAP STRUCT FASTENER <br /> FIELD FABRICATE AND AT 1'-0"O.C. 1'-0" D.C. W/0 SOFFIT <br /> GUTTER JOINT COVER SOFFIT EAVE <br /> TRIM (-SF2-) <br /> REV. —10M/12 REV.Nn 01 REV.mm.0)/Ot/00 REV.N0.00 Rt[DA—/20/14 fEV.Nn 00 flEV.DAtF:00/1d/I�PEV.Nn 00 <br /> PANEL RIB GUTTER PANEL RIB ROOF HT CHANGE PR EAVE GUTTER EXPANSION JOINT PANEL RIB ROOF W/ EAVE GUTTER PANEL RIB ROOF <br /> RA RC39A3V Na STRAP ATTACHMENT(WITH ICE DAMMING) RC5281 BLANKET INSULATION RC61 B6 FOR BUILDING OVER 16D' IN LENGTH RC 0047 AT OPEN WALL OR RAKE EXT. AT WALL RCV307 RIDGE CAP SIDELAP (1/2:12 THRU 2.12) <br /> CBA1 BG- <br /> 1/4-14 x 7/8" WALL STITCH <br /> FSNR. 1 PER SUPPORT <br /> RAKE CHANNEL AND 1 PER GIRT SPACE <br /> ENDWALL (RCHD--)AT 7" PURLINS PANEL RIB 2 FSNRS REO'D WHEN SPACE RAKE MEMBER <br /> ( LINER EXCEEDS 6'-0" 1/4-14 x 7/8" PANEL <br /> (1) 1/4-14 x 1 1/4'• RCHB--) AT 8 1/2" PURLINS WALL STITCH <br /> WALL STRUCT FSNR (RCHE--)AT 11 PURLINS Q <br /> 3/6"CONT. BEAD (55307) (RCHC--)AT 11 1/2"PURLINS PR,VR OR RPR NOTE: A CONC.FSNR. MUST D LOCATED FSNR. RIB <br /> SKINNING SEALANT WALL LESS THAN 6"FROM EACH END OF THE 1'-O" D.C. WALL <br /> BASE MEMBER. 12-14 x 1 1/4" INTERMEDIATE <br /> DNA (80507) WALL STRUCT WALL GIRT <br /> 3/16" x 1/4"TAPE MASTIC(025390) FSNR.* <br /> 2 PER FOOT <br /> 112-14 x 1 1/4" <br /> z WALL STRUCT FSNR <br /> O c 2 PER FOOT 0 PANEL RIB <br /> 1 PER FOOT 4 VR &RPR <br /> N a 12-14 x 1 1/ <br /> INSIDE CLOSURE 4" <br /> W STRUCT SNR.� <br /> N PANEL RIB(80730) \ / <br /> f� VEE RINE <br /> B(80360) ASE ANGLE(BA-) 1 PER FOOT <br /> LAP EAVE GUTTER m ^_ RPR PAL(80140) SHOWN, MAY BE AT INT GIRTS <br /> BASE GIRT(BG-), <br /> 3" AND FASTEN O ^ OR CONCEALED BASE(CBA) BASE MEMBER <br /> WITH (9)1/8' POP <br /> RIVETS 1/2" <br /> BASE FINISH FLOOR OR 12-14 x 1 1/4 OUTSIDE CORNER <br /> EAVE GUTTER TRIM TOP OF CURB WALL WALL STRUCT FLASHING (CT-) <br /> (EG-) DO NOT FASTEN. FSNR. <br /> TIV <br /> PURLIN MUST BE (BT-) 2 PER FOOT PANEL SIDELAP <br /> FREE TO ROLL CONCRETE FASTENER <br /> APPLY SEALAN 24"O.C. (BY BUILDER) <br /> (BY OTHERS) *USE 12-14 x 1 7/8" FASTENER MEN <br /> CONTINUOUSLY 4USE 12-14 x 1 7/8"FSNR IF BLANKET INSULAT( THICKNESS IS <br /> INSULATION THICKNESS IS>4" GREATER THAN 4" <br /> REv DAn:oD/oDns R:v.Naoo TRIM SPLICES REv.aA1E•:DvD+/oo REv.xo.oD PR ROOF RAKE CHANNEL TO PURLIN —Anao REv.Naa BASE OF WALL ATTACHMENT REV.DAlENO/la/13 rfv.Nnoz PANEL RIB WALL flE¢wiE:o�/of/aa REv.No.oD OUTSIDE CORNER TRIM <br /> RCV324 EAVE GUTTER SPLICE RS10R1 ALL PURLIN DEPTHS (ALL WALL PANEL) WC01A8 PR, VR OR RPR W/ BASE TRIM WC04G1 FASTENER PATTERNS WC20A1 PANEL RIB WALL <br /> PANEL RIB <br /> WALL <br /> GAGE ANGLE <br /> (GAC1040) <br /> 1/4-14 x 7/8"S.S. ROOF <br /> 3/16" x 1/4"TAPE STITCH FSNR AT <br /> MASTIC CONT. 6' D.C. AT SIDELAP W/ <br /> (02539D)EACH 3/16"x 1/4"TAPE MASTIC <br /> SIDE OF CLOSURE (025390)FOR 6'-0" <br /> FROM BASE OF PANEL <br /> AF 12-14 x 1 1/4' S.S. PANEL RIB INSIDE <br /> STRUCT FSNR CLOSURE(80130) <br /> 3 PER FOOT <br /> ROOF HEIGHT CHG <br /> FLASHING(RCF-) <br /> BOTTOM OF <br /> ROOF SHEET 3/16"x 1/4°TAPE <br /> MASTIC(025390) <br /> Q\CK WEgS <br /> W.P. 1/4-14 x 7/6'ROOF NAKn! <br /> STITCH FSNR. <br /> 1/4-14 x 1 1/4' STRUCT 6" D.C. <br /> b " <br /> FSNR(55307) 12-14 x 1 1/4"ROOF <br /> 1 PER PURLIN STRUCT FSNR. SB 91 <br /> 12" D.C. nrc1�° <br /> OF EJERET T SroAAA% <br /> *USE 12-14 x 1 7/8" FSNR IF REV ':/ED FOR PER", 04/09'2019 <br /> INSULATION THICKNESS IS>4" <br /> RLv.DA,e„/o. 5 REV.Nn D3 BASE OF WALL AT ROOF HT CHG <br /> WC; <br /> 5A2 PANEL RIB ROOF & WALL (ICE DAMMING) PERMIT SET-For Building Dept.Approval <br /> THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP BUILDINGS. D VP Buildings <br /> WORK PRODUCT OF VP AND DESIGN AND IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE COVERING&TRIM SEDES <br /> PERFORMANCE REQUIREMENTS SPECIFIED BY ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE.IT SHALL NOT BE MODIFIED, 3200 Players Club Circle Memphis TN 38125 <br /> VP.THE VP ENGINEER'S SEAL DOES NOT APPLY REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP JOBNO <br /> REV <br /> TO THE PERFORMANCE OR DESIGN OF ANY BUILDINGS. DATE BY DESCRIPTION CHG Building Systems,Inc. 18-040735-01 <br /> OTHER PRODUCT OR COMPONENT FURNISHED THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD cuvoMER Cadman DATE <br /> BY VP EXCEPT TO ANY DESIGN OR QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, LOCAnON 04/08/2019 <br /> PERFORMANCE REQUIREMENTS SPECIFIED BY DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND Everett,Washington 1 VPCBUILoDNNGS DRAM CHECK <br /> VP. INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF PROJECT Cadman Everett Bldg 2 LND <br /> TEMPORARY BRACING. A BI.Scope Steel Company A <br /> NTS BUILDERS Pop 28103 VPCVERSION: 2018.2b <br /> 34 <br /> 4/6/2019 SEDShest 10:57:15 FILEN"ME: Cadman 2 •I W."w N—A--- <br />