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F = FEET G - GAGE CX*** = COLUMN (PLATE) PR WALL PANEL MARK NC: W F F I I E G G 0 C C C F- FEET PANEL ERECTION GUIDE REQUIRED FOR THIS PROJECT: <br /> I = INCHES 0 = OPERATION CGx•** COLUMN (GAGE) LENGTH CODE I= INCHES <br /> E = EIGHTHS C = FIN COLOR "*+ _ PR ROOF PANEL MARK NO.: R F F I I E G G 0 C C C <br /> / WCX = COLUMN (HOTROLL) — E= EIGHTHS A!, <br /> UPPER <br /> PR RIDGE PANEL MARK NO.: P F FNI IHE G00 0 C C C SHEET <br /> ROOF <br /> PANEL/COVERING — G= GAGE REFER T0: VARCO PRUDE BUILDINGS L1N <br /> RBX•*+ = RAFTER (PLATE) LENGTH CODE C=OPERATION pUR N <br /> W 1 3 1 1 7 2 6 1 K T D C- FIN/COLOR LOCp110 <br /> * F F I I E G G 0 C C C BGX•«« = RAFTER (GAGE) <br /> LENGTH CODE WRX**« - RAFTER (HOTROLL) BASIC PANELS & ACCESSORIES 1 Q" <br /> TRX*+* = TRUSS RAFTER 36'COVERAGE <br /> INSULATION 1. STANDARD ERECTION DETAILS (SED) SUPERSEDE SIMILAR DETAILS 3/16 x 1/4 <br /> T2 <br /> 1' SMOOTH 1 3/16" TAPE MASTIC <br /> I E 1 3 D 1 0 3 6 0 3 0 W v 'f f EXTERIOR FOUND IN THE ERECTION GUIDES. REFER TO THE ERECTION CONT. (025390) <br /> ICx+'* INTERIOR COLUMN TYP.F F F I I I I I I E C PCX*** PIPE COLUMN SURFACE GUIDES FOR OTHER DETAILS, INSTALLATION PROCEDURES AND <br /> ** C = <br /> LENGTH WIDTH THK CODE TCX„* = TUBE COLUMN Z 31 32" T ACCESSORIES NOT DESCRIBED IN THE SED'S. <br /> � BEARING EDGE <br /> SECONDARY (STANDARD) TYP. 2. ALL PANEL AND TRIM SURFACES MUST BE FREE OF DIRT AND <br /> 0 5 Z 1 9 1 1 4 1 7 - - - - - EPX+** = ENDPOST (PLATE) PANEL RIB ROOF AND WALL PANEL (PR) OIL AT MASTIC AND SEALANT LOCATIONS, 12-14 x 1 1/4" <br /> ROOF STRUCT FSNR <br /> *USE 12-14 x 1 1/2' <br /> « + « F F I I E G G * * * * EGX*** = ENDPOST(GAGE} <br /> DEPTH T LENGTH GAGE ADJUST,CODES <br /> SHAPE CBX+*+ = CANOPY(PLATE) SHGREATERKTHAN54U,LATION <br /> RPR WALL PANEL MARK NO.: R R F F II E G G D C C C <br /> SECONDARY (SPECIAL) CBX•++ = PIGGYBACK CANOPY LENGTH CODE <br /> D 0 1 0 8 Z 1 9 1 1 1 7 - DOC*** = 8 1/2" GAGE POST The field <br /> « » F F I I EGGG . / guide for correct installation of Varco <br /> COUNTER DEPTH&LENGTH CAGE ADJUST CODES DOE = 10" GAGE POST 36'COVERAGE Pruden's Wall and Roof Systems, Tuff-Lites, LOWER ROOF <br /> SHAPE ROOF PURLIN <br /> SMOOTH Wallites, Doors, Windows, Gutters and Trim. SHEET <br /> EXTERIOR 13/16' <br /> ROD BRACING TYP. TYP' SURFACE <br /> 0 3 R S 2 5 1 0 IRS - THREADS BOTH ENDS <br /> I E * F F I I RT = THREADS ONE END - CLEVIS ONE END 2 31 32" <br /> DIA LENGTH RU = CLEVIS BOTH ENDS TYP, BACK COVER: 4003 BASIC PANELS AND ACCESSORIES DETAILS QUALIFY FOR AIR <br /> RP = THREAD BOTH ENDS - NO HILLSIDES RPR WALL PANEL INFILTRATION/WATER PENETRATIO <br /> RATED ASSEMBLIES. <br /> REV DATEM/29/12 REV.NO 01 MARK NUMBER KEY REV.DATE-11/17/1] RFeNao, PR ROOF & PR/RPR WALL PANELS REV OAR-01/SO/14 REV.No.OD BASIC PANEL AND ACCESSORIES REV.DATE'01/01/0Y REV.N000 NOTES PANEL RIB ROOF-STANDARD <br /> EN50B1 COMMON GENERATED MARK NUMBERS EN52A1 ENVO03 CONTAINS: PR ROOF - WALLS: PR, RPR, VP RCOOAI °A RCC2B1 V N° PANEL ENDLAP <br /> 3/16" x 1/4" TAPE MASTIC 1'-0" 1'-0 1'-0" 1°-0" V-0" 1'-0' RAKE FASCIA PANEL RIB <br /> CONT. (025390) 1/4-14 x 7/8" ROOF <br /> STITCH FSNR 1/4-14 x 7/8" ROOF 1/4-14 x 7/8" ROOF (RKF-) 2-14 x 1 1/4" VpµIES CAP SHEET <br /> STITCH FSNR STITCH FSNR STRUCT FSNR 1'-0" O.0 (P-) <br /> 2 PER INT RIB AND 2 PER INT RLAI <br /> BOTTOM OF <br /> ANTI-CAPILLARY 4 PER SIDELAP RIB 4 PER SIDEL <br /> BEAD ROOF SHEET 3/16" x 1/4' TAPE MASTIC12-14 x 1 1/4" :L� <br /> ROOF *12-14 x 1 1 CONT. (025390 <br /> STRUCT FSNR STRUCT FSNR <br /> 3 PER FOOT 3 PER FOOT 3/16" x 1/4" <br /> TAPE MASTIC <br /> 1/4-14 x 7/8" ROOF ENDLAP & RIDGE CAP 1/4-14 x 7/8" ROOF ENDLAP & RIDGE CAP CONT. (025390) <br /> STITCH FSNR STITCH FSNR <br /> 1 PER PURLIN AND 1 PER PURLIN AND <br /> 2 PER SPACING 2 PER SPACING�. w o8 12-14 x 1 1/4" <br /> SNR <br /> *12-14 x 1 1/4" ROOF 412-14 x 1 1/4" ROOF y 2'-0" O.C. <br /> PURLIN BEARING EDGE STRUCT FSNR 57RUCT FSNR �H <br /> 1 PER FOOT 2 PER FOOT \ <br /> RAKE CHANNEL \\`✓ <br /> +1z-1a x 1 1 a" 1/4-14 x 7/8" ROOF INTERMEDIATE PURLIN 1/4-14 x 7/8"ROOF INTERMEDIATE PURLIN 3e <br /> STITCH FSNR STITCH FSNR <br /> ROOF STRUC FSNR " 1 2 <br /> *USE 12-14 x 1 1/2" 1C D.C. FOR FIRST 10 O.C. FOR FIRST <br /> WHEN BLANKET INSULATION RC0481 10'-0" UPSLOPE 10'-0" UPSLOPE RIDGE <br /> IS GREATER THAN U SEE FOR STD FASTENER PATTERN AT SIDELAP AT SIDELAP PURLIN <br /> C04B3 *12-14 x 1 1/4" ROOF 4012-14 x 1 1/4" ROOF 1/4-14 x 7/6" LOWER <br /> SEE FOR UL90 FASTENER PATTERN STRUCT FSNR STRUCT FSNR STITCH FSNR RDOF <br /> 3 PER FOOT 3 PER FOOT 1'-0" O.C, SHEET <br /> C04Bz BUILDING EAVEMM BUILDING EAVE TS.FlIT <br /> SEE FOR ICE DAMMING FASTENER PANEL SIDELAP PANEL SIDELAP 7RIM(STC10-) NOTE:SUBSTITUTE 1/8" X 1" TAPE <br /> PATTERN MAS11C (027893) FOR MIAMI-DADE <br /> DETAILS QUALIFY FOR AIR *USE 12-14 x 1 1/2" FASTENER WHEN *USE 12-14 x 1 1/2" FASTENER WHEN AND BROWARD COUNTY,FL <br /> INFILTRATION/WATER PENETRATIO SEE C04B4 FOR UL9O/ICE DAMMING BLANKET INSULATION THICKNESS IS BLANKET INSULATION THICKNESS IS REQUIREMENTS (NOA NO, 14-0123.12) <br /> RATED ASSEMBLIES. FASTENER PATTERN GREATER THAN 4" GREATER THAN 4" <br /> REV DA,ERs/o.AT REV.NO.°. PANEL RIB ROOF-STANDARD REV DATEd1/13/13 RFV.N0.D1 FASTENER PATTERNS REV.DATEOI/13/13 REV.NO.01 FASTENER PATTERNS REV.OA1E.aro2/u REV.NO.w PANEL RIB ROOF RAKE REV.DATE-08/25/,S REV.No. PANEL RIB ROOF <br /> RC0391 PANEL SIDELAP RC04B2 ICE DAMMING RC04B4 U.L, 90 RATED; ICE DAMMING RC3D9Q OPEN WALL RC34B1 RIDGE CAP ENDLAP <br /> RAKE FASCIA EAVE GUTTER (EG-) <br /> APPLY 3/16" x 1/4' (RKF-) 12-14 x 1 1/4" <br /> RAKE FASCIA TAPE MASTIC (025390) ROOF STRVCT FSNR <br /> (RKF-) B/W PEAK CAP & RIB CAP <br /> PANEL RIB FILLER PER STRAP <br /> (FPRFi) FASTEN IN BIRD STOP (B51) <br /> FASTEN IN PLACE �tE <br /> UT AND TAB HOLE IN <br /> PLACE W/4 POP DOWNSPOUT STRAP <br /> APPLY 3/16" X 1/4' TAPE RIVETS W/4 POP RIVETS (0371) FASTEN TOAVE GUTTER (EG-) 4 <br /> MASTIC (025390) UNDER WALL PANEL WITHEAL NIPPLE TO GUTTER 2 1 <br /> EACH EDGE OF RIB CAP WALL STITCH FSNRONNEC71DN WITH BRONZE <br /> / BEND TABUBE SEALANT (80507) <br /> RAKE FASCIA 1/4-14 X 7/8" / A TO SECURE BOTH 1/4-14 x 7/8" <br /> GUTTER CLOSURE ROOF STITCH FSNR <br /> TO LAP UNDER ROOF STITCH FSNR HALVES OF STRAP <br /> PEAK CAP (6) PER PEAK CAP (GGC-) FASTEN IN (DST1) TOGETHERDOWNSPOUT NIPPLE 1 PER STRAP <br /> MIN 3'• PLACE W/ 10 POPDN1)FASTEN IN v <br /> / RIVETS AVE GUTTER W/ GRA10 WP• �OF wAS,y,�E`� <br /> A 2 STRAPS PER POP RIVETS 1/8" X 1" TAPE „�+ <br /> 10' SECTION OF MASTIC (027893) !� <br /> ON TOP OF <br /> PEAK RIB CAP (PRO) DOWNSPOUT <br /> -BEND AT CENTER RIDGE, GUTTER STRAP V) <br /> (STR2} CUTTER '+ <br /> FOLD AND SEAL OVERLAPPING STRAP UNDER <br /> EDGES AS REQUIRED METAL CORNER 2/ SEAL INSIDE <br /> PERIMETER OF ROOF PANEL <br /> CAP MCC1 W/ \ CLOSURE W/ DOWNSPOUT ELBOW S-0" a C. <br /> ATTACH (SPC-) T 8 POP RIVETS BRONZE TUBE (5CE75) FASTEN TOOWNS OUT DOWNSPOUT t <br /> (RKF-) W/6 POP SEALANT DOWNSPOUT W/2 PDP EAVE GUTTER 56792 w <br /> RIVETS CUT AWAY (80507) RIVETS NIPPLE W/3 POP <br /> MT <br /> SHADED AREA \\\\ \ RIVETS (EG-) 1/4-14 x 7/8" O/n(1C4J�E \� <br /> SHEET METAL ROOF STITCH FSNR �vso't�1 <br /> 1.PEAK CAP 45' EAVE GUTTER (EG-) SEE ERECTION DWGS 1 PER STRAP n <br /> (SPC-) CUT AND FOLD TAB ,•• FOR QUANTITY OF AND 1 PER 1'-0" CIT <br /> AT END OF PRO �} DOWNSPOUTS <br /> AS REQ'D NOTCH DETAIL REVIEVdc` - 04/08/201 <br /> A-A <br /> REV DATE 0]/2e/1S REV.NO.02 REV DATE-10/07/14 REV.NO.03 REV.DATE-10/22/12 REV.N0.03 NEV0-1/05/15 REV.NO.OS <br /> METAL PEAK CAP EAVE GUTTER CORNER ASSEMBLY DOWNSPOUT ASSEMBLY PANEL RIB GUTTER PERMIT SET-For Blllldin Dept. OV81 <br /> RC38C4 TO RAKE FASCIA ATTACHMENT (P-RIB ROOF - ONLY) RC38N1 ALL SYSTEMS RC38P1 ALL SYSTEMS RC39A3 STRAP ATTACHMENT (WITH ICE DAMMING) 9 M" <br /> THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP Buildings <br /> TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 3200 Players Club Circle Memphis TN 38125 COVERING&TRIM SEUS <br /> DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT <br /> REQUIREMENTS SPECIFIED BY VP. THE PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER <br /> VP ENGINEER'S SEAL DOES NOT APPLY PURPOSE WITHOUT PRIOR WRITTEN APPROVAL F VP BUILDINGS. REV DATE BY DESCRP ON BUILDER CHG Building Systems,Inc. 1$p40734 <br /> TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE cusTO""ERCadman DATE <br /> ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS OC1TON Everett Washington 4!n <br /> 4.5.2019 <br /> , <br /> FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS DRAWNCHECK <br /> DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Cadman Everett Bldg 1 jac <br /> REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NITS BUILDERS PON 28103 vPcvERsroN: 2018.2b PAGE26 <br /> 4/4/2019 SEDSheet 16:47:28 FLENI Cadman 1 ealx,onmB0.s0DPeBw1mDR NOVA .nDR,rD. <br />