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� I�I I�I III I 1 <br />of <br />FACE OF <br />RAKE FASCIA WALL PANEL 1 <br />(RKF-) 1/4" <br />BOTTOM OF <br />ROOF SHEET <br />12-14 X 1 1/4" ROOF PANEL RIB INSIDE <br />STRUCT FSNR 1'-0" O.C. CLOSURE (80130) FACE OF <br />--3/16" x 1/4" TAPE MASTIC WALL PANEL <br />CONT. (80390) 3/16" x 1/4" TAPE <br />MASTIC (80390) <br />BOTH SIDES OF 1 1 /4" <br />CLOSURE <br />4,. <br />�__________ <br />Z, <br />Z <br />1/4-14 x 1 1/4" <br />Fz <br />STRUCT FSNR (55307) <br />E <br />(1) PER PURLIN <br />00 <br />_jz°z <br />W.P. <br />12-14 x 1 1/4" <br />WALL STRUCT FSNR <br />(2) PER FOOT ® PANEL RIB <br />(1) PER FOOT @ VR OR RPR <br />RAKE CHANNLL <br />® 6 1/2" PURLINS <br />�RCHA__)'RCHB__) <br />Li <br />0 8 1/2" PURLINS <br />(RCHC__) ® 11 1/2" PURLINS <br />12-14 x 1 1 4 ROOF EAVE GUTTER \ <br />STRUCT FSNR 1 /4-14 x 7/8" (EG-) <br />2 PER FOOT WALL STITCH FSNR <br />DQ NOT FASTEN 1 /4-14 x 7/8" <br />BUILDING EAVE 0 V-0" O.C. PURLIN MUST BE ROOF STITCH FSNR <br />PANEL SIDELAP OUTSIDE CLOSURE FREE TO ROLL 1 PER STRAP <br />PANEL RIB (80140) PR / VR AND 1 PER FOOT <br />VEE RIB (80362) WALL PANEL <br />RPR (80130) <br />OUTSIDE CLOSURE <br />PANEL RIB (80140) <br />'--VEE RIB (80362) <br />RPR (80130) <br />1/4-14 x 7/8" WALL <br />STITCH FSNR <br />1'-0" D.C, <br />�- PANEL CLOSURE <br />ANGLE (PCA-) <br />WALL PANEL <br />3/16" <br />TAPE h <br />CO NT. <br />LOWER <br />ROOF <br />SHEET <br />PANEL RIB ROOF FSNR PATTERNS <br />FC04B1 <br />PANEL RIB ROOF RAKE TRIM <br />RC30131 <br />PANEL RIB W/ EAVE GUTTER <br />R1032131 <br />PANEL RIB ROOF <br />STANDARD <br />RC0481V4 R 02/26/2004 <br />ALL PURLINS AT PR, VR OR RPR WALL THRU 2:12 <br />RCM81VII R 05/31/2005 <br />PR, VR OR RPR WALL <br />RC3281VB R 05/31/2005 <br />1 <br />RIDGE CAP ENDLAP <br />RC3481V4 R 02/15/2001 <br />PURLIN CLIP <br />(PG1 ® 6 1/2") BOLTED <br />(EPC2 0 6 1/2") WELDED <br />(EPC3 0 8 1/2") WELDED <br />HAUNCH <br />MEMBER <br />STAN DAR D LOW <br />EAVE PURLIN <br />JCP052050 <br />JCP052050 <br />1/4-14 x 7/8" <br />ROOF STITCH FSNR <br />1 PER STRAP-\ <br />(STR2) GUTTER <br />STRAP UNDER <br />ROOF PANEL <br />3'-0" O.C. <br />EAVE GUTTER <br />(EG-) <br />PANEL RIB GUTTER <br />SEE FRC39A2FOR GUTTER STRAP <br />ATTACHMENT NOTE: <br />12-14 x 1 1/411 LAP BOLTS MUST BE INSTALLED <br />ROOF STRUCT FSNR IN THE OUTERMOST SET OF HOLES <br />1 PER STRAP GGC_ <br />dPRIEy <br />GUTTER STR AP f�E <br />(STR2) OR (STR3) FI OR 4+ <br />�P <br />RIES 2 3 <br />6 �T5 3 OR / <br />2 <br />W.P. <br />3/16" x 7/8" TAPE <br />MASTIC (80349) q� <br />ON TOP OF <br />GUTTER STRAP 160 3/44" GAP <br />STRAP ATTACHMENT <br />RC39AM R 02/07/2006 <br />PURLIN CLIP <br />(EPC2 0 6 1/2") WELDED <br />(PG1 ® 6 1/2") BOLTED <br />(EPC3 0 8 1/2-) <br />ko <br />RAKE FASCIA <br />ANEL RIB (RKF-) <br />AP SHEET <br />-) PANEL RIB FILLER <br />(PRF1) FASTEN IN <br />PLACE W/ 4 POP <br />RIVETS --� <br />BIRD STOP (BSI) <br />FASTEN IN PLACE <br />W/ 4 POP RIVETS <br />r,ER CLOSURE <br />iC-) FASTEN IN <br />SCE W/ 10 POP <br />ETS <br />PLASTIC CORNER \ <br />CAP (PCC1) OR <br />METAL CORNER 2 SEAL INSIDE <br />CAP (MCC1 ) PERIMETER OF <br />- RIDGE <br />CLOSURE W/ <br />PURLIN <br />CUTAWAY BRONZE TUBE <br />SHADED AREA SEALANT <br />(80507) <br />45° <br />EAVE GUTTER (EG-) <br />NOTCH DETAIL <br />A -A <br />RCS EAVE GUTTER CORNER ASSEMBLY <br />J ALL SYSTEMS <br />RCMAM R 11 /15/2004 <br />NOTE: NO CLIP REQ'D UNLESS NOTED <br />8 ITS ON FRAME CROSS SECTION. <br />P <br />' �4 <br />II <br />PG1 CLIP (BOLTED) E <br />GC1 CLIP (WELDED) <br />REFER TO CROSS SECTION <br />RAKE FASCIA <br />(RKF-) -� <br />RAKE FASC <br />TO LAP UNDER <br />PEAK CAP <br />MIN 3" <br />ATTACH (SPC-) TO <br />(RKF-) W/ 6 POP <br />RIVETS ---/ <br />METAL PEAK <br />CAP (SPC-) <br />APPLY 3/16" x 1/4" <br />TAPE MASTIC (80390) <br />UNDER RIB CAP <br />`- RAKE RIB CAP (RRC-) <br />—APPLY 3/16" X 1/4' TAPE <br />MAS11C 80390) UNDER <br />THIS EDGE OF PEAK CAP <br />12-14 X 1 1/4" <br />ROOF STRUCT. FSNR <br />(6) PER PEAK CAP <br />RC38AJ 11 RAKE FASCIA IRC38C <br />�] METAL PEAK CAP ATTACHMENT (P—RIB ROOF) <br />RC3W4V5 R 02/OB/2006 <br />INOTE: NO CLIP REQ'D UNLESS NOTED <br />ON FRAME CROSS SECTION. <br />ENDBAY <br />ROOF <br />PURLIN <br />PG1 CLIP (BOLTED) <br />GC1 CLIP (WELDED) <br />REFER TO CROSS SECTION <br />EAVE <br />PANEL CLOSURE GUTTER <br />ANGLE (PCA-) <br />ENDBAY <br />ROOF <br />PURLIN <br />-ED) <br />)ED) <br />;S SECTION. <br />FLANGE BRACE <br />RAKE BEAM <br />BE <br />RAKE BEAM -� pJ\cx; 6� PG'es <br />FIELD FABRICATE <br />� (FB-) OR (SFB-) <br />NOTE: NO CLIP REQ D UNLESS NOTED <br />ORYPLATE AGE \°` ��a`�``' <br />� <br />MAY BE GAGE <br />OR PLATE <br />GUTTER JOINT COVER <br />ION FRAME CROSS SECTION. <br />� <br />RC39A2 <br />PR EAVE GUTTER EXPANSION JOINT RC61B6 <br />PURLIN CONN. AT INTERIOR FRAME RS01A1 <br />PURLIN CONN. TO END FRAME RS020 <br />PURLIN CONN. TO END FRAME RS02A3 <br />FOR BUILDING OVER 160' IN LENGTH <br />MISOV3 R 92/07POOB <br />6 1/2" OR 8 1/2" CONTINUOUS PURLINS <br />MIAMI! R 09/28/2005 <br />6 1/2" OR 8 1/2" CONT, <br />RS02A1V9 R 11/27/2006 <br />6 1/2" OR 8 1/2" SIMPLE PURLINS <br />RS02A3V6 R 11/27/2006 <br />CBA1 BG- OR PG- <br />CBA1 BG1, BG2 OR BG3 <br />STANDARD LOW <br />EAVE PURLIN <br />1/4-14 x 7/8" WALL STITCH <br />RAKE BEAM -J pS' N� <br />,0 �c,. FRAME <br />6 <br />WELDED LOW EAVE PURLIN (INIT. FRAME) RS11A1 WELDED LOW EAVE PURLIN <br />6 1/2" OR 8 1/2" PURLINS (O,S. GIRTS) P & B END FRAME (6 1/2" OR 8 1/2" PURLIN) <br />RS11AM 1 R 08/24/2006 RS11A2VB R 00/11/2006 <br />PR, VR OR RPR <br />WALL --� <br />INSIDE CLOSURE <br />PANEL RIB (80130) <br />VEE RIB (80360) <br />RPR PANEL (80140) <br />1/2" �- <br />jt <br />FSNR. 1 PER SUPPORT EAVE OR <br />AND 1 PER GIRT SPACE RAKE MEMBER <br />2 FSNRS REQ'D WHEN SPACE <br />EXCEEDS 6'-0" <br />NOTE: A CONC. FSNR. MUST BE LOCATED <br />LESS THAN 6" FROM EACH END OF THE <br />BASE MEMBER. <br />3/16" x 1/4" TAPE MASTIC (80390) <br />12-14 x 1 1/4" <br />WALL STRUCT <br />FSNR <br />2 PER FOOT ® PANEL RIB <br />1 PER FOOT ® VR OR RPR <br />BASE ANGLE (BA1) <br />SHOWN, MAY BE <br />BASE GIRT (BG1, BG2, OR BG <br />OR CONCEALED BASE (CBA) <br />TOP OF WALL <br />BASE TRIM <br />(FDT-) CONCRETE FASTENER <br />24" O.C. (BY BUILDER) <br />RS11A2 BASE OF WALL ATTACHMENT <br />IPR, `VIR OR RPR AT TOP OF MASONRY WALL <br />WCOIAM R 08/11/2006 <br />THE VP ENGINEER'S SEAL APPLIES <br />ONLY TO THE WORK PRODUCT OF <br />VP AND DEIGN AND PERFORMANCE <br />REQUIREMENTS SPECIFIED BY VP. <br />THE VP ENGINEER'S SEAL DOES <br />NOT APPLY TO THE PERFORMANCE <br />OR DESIGN OF ANY OTHER PRODUCT <br />OR COMPONENT FURNISHED BY VP <br />EXCEPT TO ANY DESIGN OR PER- <br />FORMANCE REQUIREMENTS <br />SPECIFIED BY VP. <br />CRIMPED BASE <br />PANEL RIB WALL <br />12-14 x 1 1/4" <br />WALL STRUCT <br />FSNR <br />2 PER FOOT <br />04 <br />NOTE: A CONC. FSNR. MUST BE LOCATED <br />LESS THAN 6" FROM EACH END OF THE <br />BASE MEMBER. <br />BASE ANGLE (BA1) <br />SHOWN, MAY BE <br />BASE GIRT (BG1, BG2, OR BG3), <br />OR CONCEALED BASE (CBA) <br />FINISH FLOOR <br />OR TOP OF <br />CURB WALL <br />CONCRETE FASTENER <br />24" D.C. (BY BUILDER) <br />WC01 A7 BASE OF WALL ATTACHMENT <br />CRIMPED BASE PANEL RIB WALL <br />WC01D1V4 R 011/11/2008 <br />THIS DRAWING, INCLUDING THE INFORMATION HEREON, <br />REMAINS THE PROPERTY OF VP BUILDINGS. <br />IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING <br />DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND <br />SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR <br />ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN <br />APPROVAL OF VP BUILDINGS. <br />THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY <br />RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP <br />IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS <br />DRAWING, DETAILS REFERENCED IN THIS DRAWING, <br />ALL APPLICABLE VP ERECTION GUIDES, <br />AND INDUSTRY STANDARDS PERTAINING TO PROPER <br />ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY <br />BRACING. <br />12-14 x 1 <br />WALL STRUC' <br />FSNR. <br />2 PER FOOT <br />12-14 x 1 <br />WALL STRUC <br />FSNR. <br />2 PER FOOT <br />WC01 DI PANEL RIB WALL <br />FASTENER PATTERNS <br />VW004A1V5 R 03/23/2004 <br />VP Buildings <br />3200 Players C;ub Circle Memphis TN 38126 <br />REV DATE BY DESCRIPTION <br />412112009 <br />NTS <br />9:30:44 <br />INTERMEDIATE <br />WALL GIRT <br />12-14 x 1 1/4" <br />WALL STRUCT <br />FSNR. <br />1 PER FOOT <br />AT INT GIRTS <br />BASE MEMBER <br />WCOW <br />PERMIT SET- For Building Dept. approval <br />BUILDING SED'S <br />BUILDER Canco General Contractors <br />JOBNO <br />09'7858 <br />CUSTOMER <br />Mike Lynch <br />DATE <br />VP BUILDINGS <br />4/2/2009 <br />LOCATION Zephyrhills, Florida <br />DRAWN/CHECK <br />VARCO PRUDEN <br />PROJECT <br />Wheelblast <br />A BlueScope Steel Company <br />FCJ <br />BUILDERS PO# <br />PAGE <br />1162 <br />VPC VERSION: 7.1 f <br />25 <br />FILENAME: Mike Lynch canopy3.VPCi a division of BlueScope Buildings North America, Inc. <br />