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FACE OF WALL PANEL 113 PANEL RIB 1/2" CLEARANCE BETWEEN ROOF AND WALL PANEL W.P. AT OUTSIDE FACE OF WALL PANEL-T 12-14 x 1 1/4 WALL STRUCT FSNR. 2 PER FOOT ® PANEL RIB 1 PER FOOT 0 VR & RPR PR, VR OR RPR WALL PANEL BOTTOM OF ' ROOF SHEET 8 1/2" OR 6 1/2" STANDARD EAVE PURLIN 1/4-14 WALL STI FSNR, 1'-0" 0. J �T DIY 0 CrJ3N PR, VR & RPR WALL AT EAVE STANDARD EAVE PURLIN WC11AWS R 07/31/2007 FIELD LOCATE AND DRILL (2) 9/16" DIA. HOLES IN RAFTER VV 1.]L"'I' II\1 ` ZEE GIRT SHOWN CEE GIRT SIMILAR OUTSIDE FLASH IN I 11 1/2" PURLIN OEIAIL WC1 1AII I OUTSIDE CORNER TRIM RAKE BEAM RAKE BEAM PANEL RIB WALL WC20A1V5 R 02/Z./2005 FIELD LOCATE AND DRILL (2) 9/16' DIA MOLES IN GIRT FOR (GC17) GIRT CLIP 6 1/2" OR 8 1/2" OUTSET EW GIRT GIRT CLIP GC17- - PANEL RIB WALL 12-14 x WALL STRI FSNR. 1'-0" 0.0 nr,nn rl AcuIAV` WC20AII I JAMB TRIM AT OVERHEAD DOOR GIRT CLIP (GC5) MAY BE SHOP WELDED (GC2) '-- 8 1/2" INSET SW GIRT 1 /4-14 x 1 1 /4" STRUCT FSNR (55307) 3 PER ANGLE GIRT FILLER ANGLE (GFA—) NOTE: FIELD NOTCH 8 1/2' ENDWALL GIRT FLANGE WHEN CORNER COLUMN FLANGE WIDTH EXCEEDS 7' PANEL RIB WALL WC24A1V4 R 03/23/2004 6 1/2" OR 8 1/2" ZEE GIRT-, si 1 h" I . 3112 3/4" 3 3/4" SECTION A -A GABLE GIRT CONN. TO RAKE BEAM WS�4A21 GIRT CONN. AT CORNER COLUMN FW—S2 E 2 JAMB TO GIRT 6 1/2" & 8 1/2" OUTSET GIRTS WSO4A2V9 R 07/19/2007 ANY OUTSET GIRT AT EW, 8 1/2" INSET GIRT AT SW 8 1/2" JAMB, ANY ZEE GIRT WSI2EM R 02/12/7008 W520A2V7 R 06/00/2006 THE VP ENGINEER'S SEAL APPLIES ONLY 20 THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER— FORMANCE REQUIREMENTS SPECIFIED BY VP. SECTIC aNEL RIB ALL PANEL 12.-14 x WALL STRL FSNR. 1'-0" O.C. A JAMB TRIM (JT—) V VVI\ I IL/1V LI\ WC24AII I WALL TRIM AT DOOR HEAD FIELD LOCATE AND DRILL (2) 9/16" DIAMETER HOLES IN ZEE GIRT TO ATTACH JAMB GIRT ELEVATION OVERHEAD DOOR OPENING WC24AZV5 R 09/06/2005 6 1/2" OR 8 1/2" JAMB, SINGLE OR DOUBLES i FRAMED OPENING J 11 8 1/2" JAMB, --7 r SINGLE OR Q o DOUBLE N A I M I" 0I �oo J _I cn 0 w SECTION A -A WS20A2 JAMB BASE ATTACHMENT 6 1/2" OR 8 1/2" JAMB WS20A8V9 R 12/03/2005 HEADER TRIM (HTS-) FLANGE (FB-) (SFB-) -14 x 1 1/4" ALL STRUCT N R. -0" O.C. LLL VII\I JTIVIIIV CEE GIRT SIMILAR WC24A211 GIRT CONN. AT COLUMN 6 1/2" & 8 1/2" OUTSET SIMPLE GIRTS WSOWV8 R 09/28/2000 JAMB BASE CLIP (JBC3) -1/2" ANCHOR 6" RODS WITH HARDENED WASHER MAX 3 1 /4" THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. -CONCRETE FSNR 3 4" AT 24" O.C. (BY BUILDER) BASE MEMBER O 1 l0 1 I I -- J It SECTION A —A WS20A8 GIRT TO JAMB 8 1/2" GIRT, 8 1/2" JAMB W92002V9 R 4/28/2005 VP Buildings 3200 Players Club Circle Memphis TN 38125 REVI DATE I BY I DESCRIPTION NTS 4121 /2009 9:30:46 NOTE,. LAP BOLTS MUST BE INSTALLED IN THE OUTERMOST SET OF HOLES 3G 1) )P 1) FLANGE (FB—) 1 (SFB—) IOLTS LL.L VIRI WS01A21 11 GIRT CONN. AT COLUMN A ��— 8 1/2" JAMB, SINGLE OR DOUBLE I I I I 6 1/2" & 8 1/2" OUTSET CONTINUOUS GIRTS WS01AR10 R 09/28/2005 DOOR HEADER CHANNEL (DHC-) 0 8 1/2" GIRT (DCH-) ® 6 1/211 GIRT FULL WIDTH OF FRAMED OPENING '040044 I 1/4-14 x 1 1 4" I STRUCT FSNR t�5307) 12" O.C. q A 6 1/2" OR I 8 1/2" J DOOR 1/G J'IRT ZEE GIRT SHOWN CEE GIRT SIMILAR IOLTS WS01A3 6 1/2" OR 6 1/2" ZEE GIRT HEADER CHANNEL GIRT A 6 1/2' OR 8 1/2" JAMB, SINGLE 3 1/4" OR DOUBLE z `-TEMPORAP.ILY ATTACH DOOR - = HEADER CI'%NEL W/ w Lj (Lw 1/4-14 x 1 1/4" SECTION A -A 0 z STRUCT FSNR (55307) 4'-0" D.C. WS20D211 DOOR HEADER CHANNEL CONN. I WS21A7 ANY ZEE GIRT, ANY JAMB WS21A7V8 R 09/08/2005 PERMIT SEA'- For Building Dept. Approval BUILDING SED'S BUILDER Canco General Contractors JOBNO CUSTOMER 09-7858 Mike Lynch DATE LOCATION Zephyrhilis, Florida VP BUILDINGS 4/2I2009 PROJECT VARCO PRUDEN DRAWNICHECK Wheelblast FCJ A BlueScope Steel Company BUILDERS PO# PAGE 1162 VPC VERSION: 7.1 f 26 of 26 FILENAME: Mike Lynch canopy3.VPCi a division of BlueScope Buildings North America, Inc.