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FACE OF <br />WALL PANEL <br />1/2" CLEARANCE <br />BETWEEN ROOF <br />AND WALL PANEL W.P. <br />AT OUTSIDE FACE <br />OF WALL PANELI <br />12-14 x 1 1/4"—� <br />WALL STRUCT <br />FSNR. <br />2 PER FOOT 0 PANEL RIB <br />1 PER FOOT 0 VR & RPR <br />PR, VR OR RPR <br />WALL PANEL <br />BOTTOM OF <br />ROOF SHEET <br />8 1/2" OR 6 1/2" <br />STANDARD EAVE PURLIN 1/4-14 <br />�. WALL ST <br />FSNR, <br />1'-0" 0 <br />ti' I Y <br />0 <br />� J <br />40 <br />CrJ7ft7 <br />11 1/2" PURLIN DETAIL <br />OUTSIDE <br />FLASHIN <br />PR, VR & RPR WALL AT EAVE WC11A1 OUTSIDE CORNER TRIM <br />STANDARD SAVE PURLIN PANEL RIB WALL <br />WC1IME R 07/31/2007 W620A1V5 R 02/21/2005 <br />FIELD LOCATE AND DRILL FIELD LOCATE AND DRILL (2) <br />(2) 9/16" DIA. HOLES IN 9/16" DIA HOLES IN GIRT FOR <br />RAFTER FOR BOLTS (GC17) GIRT CLIP <br />6 1/2' OR 8 1/2- <br />OUTSET EW <br />GIRT �. <br />RAKE BEAM <br />RAKE <br />BEAM <br />vvr.au vn\r <br />ZEE GIRT SHOWN <br />CEE GIRT SIMILAR <br />GIRT CLIP <br />GC17_ — <br />PANEL <br />RIB <br />WALL <br />12-14 x <br />WALL STRL <br />FSNR, <br />1'-0" O.C. <br />r%^^n rl AOI IIAI/+ <br />WC20A1 JAMB TRIM AT OVERHEAD DOOR <br />PANEL RIB WALL <br />WC24A1V4 R 03/23/2004 <br />GIRT CLIP (GC5) <br />MAY BE SHOP <br />WELDED (GC2) <br />8 1/2" INSET <br />SW GIRT <br />1/4-14 x 1 1/4" <br />STRUCT FSNR <br />(55307) <br />3 PER ANGLE <br />GIRT FILLER ` <br />ANGLE (GFA-) <br />NOTE: FIELD NOTCH 8 1/2" ENDWALL <br />GIRT FLANGE WHEN CORNER COLUMN <br />FLANGE WCTH EXCEEDS 7" <br />6 1/2' OR 8 1/2' <br />ZEE GIRT <br />3" 2 3/4„ <br />3 3/4" <br />SECTION A —A <br />GARI_F GIRT CONN. TO RAKE BEAM WS�4A2I GIRT CONN. AT CORNER COLUMN WS12E2 JAMB TO GIRT <br />16 1/2" & 8 1/2" OUTSET GIRTS <br />MUM R 07/19/2007 <br />ANY OUTSET GIRT AT EW, 8 1/2" INSET GIRT AT SW 8 1/2" JAMB, ANY ZEE GIRT <br />WS12E7VO R 02/12/2008 WS20A2V7 R 06/06/2005 <br />THE VP ENGINEER'S SEAL APPLIES <br />ONLY 10 THE WORK PRODUCT OF <br />VP AND DESIGN 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 />SECTIC <br />4NEL RIB <br />ALL PANEL <br />17.-14 x <br />WALL STRL <br />FSNR. <br />1'-0" U.0 <br />JAMB TRIM <br />(JT-) <br />PANEL RIB <br />ru.l I n.url <br />u VVI\ I IL.!'1V LI\ <br />WC24A1 WALL TRIM AT DOOR HEAD <br />OVERHEAD DOOR OPENING <br />WC24A2V5 R 09/06/2005 <br />FIELD LOCATE AND DRILL (2) 9/16" <br />DIAMETER HOLES IN ZEE GIRT <br />TO ATTACH JAMB <br />GIRT <br />ELEVATION <br />6 1/2" OR 8 1/2" <br />JAMB, SINGLE <br />OR DOUBLE--,, i <br />FRAMED <br />OPENING <br />A <br />NIS <br />J <br />i 1 " 1 <br />8 1/2rr JAMB, 1-.-I —= <br />SINGLE OR w O <br />DOUBLE O N <br />®� Q Do <br />J-0 <br />w <br />SECTION A —A <br />1WS20A21 JAMB BASE ATTACHMENT <br />6 1/2" OR 8 1 /2n JAMB <br />WSMAM R 12/03/2009 <br />HEADER <br />TRIM (HTS-) <br />FLANGE <br />(F8-) I <br />(SFB-) <br />-14 x 1 1/4" <br />ALL STRUCT <br />NR. -0" L.C. <br />LLL VII\I VI IVlrl `I <br />GEE GIRT SIMILAR <br />WC24A21 II GIRT CONN. AT COLUMN <br />6 1/2" & 8 1/2" OUTSET SIMPLE GIRTS <br />WS01AM R 09/28/2005 <br />JAMB BASE CLIP <br />(JBC3) <br />.---1 /2" ANCHOR <br />Err RDDS WITH <br />HARDENED WASHER <br />MAX <br />"'>3 1 /4" <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 />—CONCRETE FSNR 3 4" <br />AT 24" O.C. <br />(BY BUILDER) <br />BASE MEMBER <br />O <br />I <br />Io <br />I I <br />--� J <br />SECTION A —A <br />WS20A81 GIRT TO JAMB <br />8 1/2" GIRT, 8 1/2" JAMB <br />W9200M R 4/ZB/2005 <br />VP Buildings <br />3200 Players Club Circle Memphis TN 38125 <br />REV DATE BY DESCRIPTION <br />NITS <br />A <br />L DIRT <br />ZEE GIRT SHOWN <br />CEE GIRT SIMILAR <br />NOTE-. <br />LAP BOLTS MUST BE INSTALLED <br />IN THE OUTERMOST SET OF HOLES <br />'01) <br />)P <br />1) <br />FLANGE <br />(FB-} 1 <br />(SF8-) <br />IOLTS <br />LLL UII\1 <br />WSOIA21 11 GIRT CONN. AT COLUMN <br />8 1/2" JAMB, <br />SINGLE OR <br />DOUBLE <br />I <br />I <br />6 1/2" & 8 1/2" OUTSET CONTINUOUS GIRTS <br />WS01AM10 R 09/29/2005 <br />DOOR HEADER CHANNEL <br />(DHC-) 0 8 1/2" GIRT <br />(DCH-) ® 6 1/2" GIRT <br />FULL WIDTH OF <br />FRAMED OPENINGS <br />�`� -- <br />��� <br />001 <br />II ill <br />� i <br />1/4-14 x 1 1 4" <br />STRUCT FSNR �5307) <br />12" O.C. <br />I � <br />6 1/2" DR A <br />8 1/2" <br />DOOR <br />HEADER <br />CHANNEL <br />q 6 1/2" OR 8 1/2' <br />GIRT JAMB, SINGLE <br />3 1/4" OR DOUBLE <br />z ��-TEMPORARILY ATTACH DOOR <br />Z a. <br />HEADER CI ANNEL W/ <br />a w 1/4-14 x 1 1/4" <br />SECTION A —A STRUCT FSNR (55307) <br />4'-0" D.C. <br />WS20D2 DOOR HEADER CHANNEL CONN. WS21A7 <br />ANY ZEE GIRT, ANY JAMB <br />WS21A7V8 R 09/0a/2008 <br />IOLTS <br />WS01A3 <br />6 1/2" OR 8 1/2" <br />ZEE GIRT <br />PERMIT SET- For Building Dept. Approval <br />BUILDING SED'S <br />BUILDER Canco General Contractors <br />CUSTOMER Mike Lynch <br />LOCATION Zephyrhills, Florida <br />PROJECT Wheelblast <br />BUILDERS PO# 1162 <br />JOBNO <br />09-7858 <br />DATE <br />VP BUILDINGS 4l 009 <br />VARco PRUDEN DRAW CK <br />A SlueScope Steel Company FCJ <br />PAGE <br />VPC VERSION: 7.1 f 26 of 26 <br />4/21/2009 9:30:46 r"`""""' Mike Lynch canopy3.VPC <br />a awtslon oT muescope uwiamgs Nor[n Amenca, inc. <br />