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O Frame Member <br />Schedule <br />(?dolt Connection & <br />Plate <br />Schedule <br />Frame Clearances <br />Part <br />Mem <br />Width <br />Thick <br />WebThk. <br />Depthl <br />Depth2 <br />Approx.Lgth <br />Id Qty ASTM <br />Bolt <br />Bolt <br />Plate <br />Rows <br />Rows Tension Washer <br />HOriz. Clearance between members 1 (CX007) <br />and 8 (CX007) • 92'-0 1/2" <br />CX007 <br />1 <br />6" <br />.3750 <br />.1875 <br />1'-Off <br />3'-3" <br />18'-7 <br />1/16" <br />Dia. <br />Length <br />g <br />Thick. <br />Out <br />In Bolt <br />t_ <br />Vert. Clearance at member 1(CX007): 15 1 <br />„ <br />7/16 <br />RBX009 <br />2 <br />6" <br />.3750 <br />.1875 <br />3'-3" <br />1'-2" <br />46'-5 <br />5/8" <br />A 14 A325 <br />3/4" <br />2" <br />1/2" <br />4 <br />3 <br />Vert. Clearance at member 8(CX007): 15'-1 <br />7/16" <br />3 <br />6" <br />3125 <br />.1345 <br />1'-2" <br />1'-2" <br />B 12 A325 <br />3/4" <br />2" <br />3/8" <br />2 <br />4 <br />Finished Floor Elevation = 100'-0" (Unless <br />Noted Otherwise) <br />4 <br />6" <br />.3125 <br />.1345 <br />1'-2" <br />2'-0" <br />RBX010 <br />5 <br />6" <br />.3125 <br />.1345 <br />2'-0" <br />1'-2" <br />46'-5 <br />5/8" <br />6 <br />6" <br />.3125 <br />.1345 <br />1'-2" <br />1'-2" <br />7 <br />6" <br />.3750 <br />.1875 <br />1'-2" <br />3'-3" <br />CX007 <br />8 <br />6" <br />.3750 <br />.1875 <br />1'-0" <br />3'-3" <br />18'-7 <br />1/16" <br />-2 1/16" 1.000:1 <br />-2 1/16" 1.000:1 <br />T <br />B <br />o <br />O <br />0 <br />O <br />v of <br />O co <br />t+1 a <br />Kl o <br />N a• <br />Oan <br />O <br />O <br />N <br />W -- - - -- <br />B <br />N r. <br />- -- - - — W o <br />.__ - .� N <br />o <br />r-1 <br />U O <br />N <br />M <br />_ — , -_ -.. <br />--.._ -- <br />LO <br />N <br />tG W - __ <br />cli <br />N <br />U <br />�.� --- <br />---�- - -- —.._ — <br />RSX010 <br />(2)FB4054� <br />I <br />I <br />I <br />I <br />FB3034 <br />I <br />I <br />9 23'-2" Ridge Ht. <br />8 3 1/2" <br />7 2 @ 3'-10 15/16" <br />6 1'-6 11/16" <br />5 3'-0" <br />4 3'-11 1/2" <br />3 3'-5 1/4" <br />2 4'-0" <br />1 8 1/2" <br />❑ Dimension Key <br />[:V�Xp 0 9 <br />1(2)FB4054 <br />I d' <br />o n <br />u o IFB3034 <br />1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO <br />FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS <br />UNLESS NOTED OTHERWISE. <br />2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME <br />SIDE OF THE WEB AS THE HILLSIDE WASHER. <br />THE VP ENGINEER'S SEAL APPLIES <br />ONLY TO 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 />100'-0" <br />FRAME CROSS SECTION AT FRAME LINES) 5 <br />Name = 100 X 200 Wall 4, Frame 5 <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 DRAINING, <br />ALL APPLICABLE VP ERECTION GUIDES, <br />AND INDUSTRY STANDARDS PERTAINING TO PROPER <br />ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY <br />BRACING. <br />Hiss ruxt n <br />P.E. No. 57109 <br />���►I�q VP Buildings, Inc. <br />1140 West Mountain SU I <br />KerrwirsvnW NC 27284 <br />•1• <br />s <br />PERMIT SET- For Building Dept. Approval <br />VP Buildings <br />FRAME CROSS SECTION AT FRAME LINES 5 <br />3200 Players Club Circle Memphis TN 38126 <br />REV <br />DATE <br />BY <br />DESCRIPTION <br />BUILDER <br />Canco General Contractors <br />JOBNO <br />09-7858 <br />CUSTOMER Mike Lynch <br />DATE <br />VP BUILDINGS <br />VARco PRUDEN <br />4/2/2009 <br />LOCATION Zephyrhills, Florida <br />DRAWN/CHECK <br />PROJECT <br />Wheeiblast <br />A BlueScope Steel Company <br />FCJ <br />BUILDERS PO# <br />PAGE <br />NTS <br />1162 <br />VPC VERSION: 7.1 T <br />9 <br />4/21/2009 9:29:12 "`t""" : Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc. <br />