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(.,,)Frame Member <br />Schedule <br />,Bolt 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 (CX006) <br />and 8 (CX006) : 93'-0 9/16" <br />CX006 <br />1 <br />6" <br />.5000 <br />.1644 <br />1'-0" <br />2'-9" <br />18'-6 9/16" <br />Dia. <br />Length <br />� <br />Thick. <br />Out <br />In Bolt <br />1_ <br />Vert. Clearance at member 1(CX006): 15 1 <br />.r <br />1/16 <br />RBX011 <br />2 <br />6" <br />3750 <br />' <br />.1875 <br />3'-3" <br />1'-2" <br />46'-11 11/16" <br />A 14 A325 <br />3/4" <br />2" <br />1/2" <br />4 <br />3 <br />Vert. Clearance at member 8(CX006): 15'-1 <br />1/16" <br />3 <br />6" <br />3125 <br />.1345 <br />l'-2" <br />1'-2" <br />B 14 A325 <br />3/4" <br />2" <br />3/8" <br />3 <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 />RBX012 <br />5 <br />6" <br />.3125 <br />.1345 <br />2'-0" <br />1'-2" <br />46'-11 11/16" <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 />CX006 <br />8 <br />6" <br />.5000 <br />.1644 <br />1'-0" <br />2'-9" <br />18'-6 9/16" <br />T <br />I <br />(2)FB4020I <br />0 <br />rn <br />N <br />`-I <br />7 23'-2" Ridge Ht. <br />6 3 1/2" <br />5 2 @ 3'-10 15/16" <br />4 1'-6 11/16" <br />3 3'-0" <br />2 3'-11 1/2" <br />1 8 1/2" <br />Dimension Key <br />O V <br />u) co <br />O <br />O <br />N c <br />In Ca <br />o w <br />o. <br />0 <br />0 <br />U <br />O <br />vw)"l <br />1. USE 1/2 X 1112 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 />50'-2 1/16" 1.000:12- <br />9 @ 4'-6 <br />H <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 />T <br />1/16" 1.000: <br />—9 @ 4'_6.. <br />0 0 5 <br />N N <br />O O <br />of t+1 0 a <br />LQ (A O <br />rl iu (H rl <br />N <br />P7 V <br />B Q V O <br />— N oco <br />N <br />a N <br />— _ c w LO <br />0 <br />RBX012 <br />100'-0" <br />FRAME CROSS SECTION AT FRAME LINES) 6 <br />Nams =100 X 200 Wall 4, Frame 6 <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 />1 (2) FB4020 <br />0 <br />0 <br />(n <br />kl <br />Thomas W. Truxton <br />P.E. No. 57109 <br />VP Buildings, Inc. <br />l 1140 West Mountain Ohms <br />Kernersville, NC Tf484 <br />PERMIT SET- For Building Dept. Approval <br />VP Buildings FRAME CROSS SECTION AT FRAME LINES 6 <br />3200 PIay.ors Club Circle Memphis TN 38125 <br />REV DATE BY DESCRIPTION BUILDER Canco General Contractors JOBN <br />09-7858 <br />CUSTOMER <br />Mike Lynch DATE <br />LOCATION Zephyrhilis, Florida WVARCO <br />BUILDINGS 4/2/2009 <br />PROJECT PRUDEN DRAWN/CHECK <br />Wheelblast FCJ <br />A BlueScope Steel Company <br />NTS BUILDERS PO# 1162 VPC VERSION: 7.1 f PAGE <br />10 <br />4/21/2009 9.29.13 HU:NAmt: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. <br />