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(')Frame Member Schedule <br />Part <br />Mem <br />Width <br />Thick <br />WebThk. <br />Depthl. <br />Depth2 <br />CX005 <br />1 <br />6" <br />.3750 <br />.1875 <br />1'-0" <br />3'-3" <br />RBX005 <br />2 <br />6" <br />.3750 <br />.1875 <br />3'-3" <br />1'-2" <br />3 <br />6" <br />.3125 <br />.1345 <br />1'-2" <br />1'-2" <br />4 <br />6" <br />.3125 <br />.1345 <br />1'-2" <br />2'-0" <br />RBX006 <br />5 <br />6" <br />.3125 <br />.1345 <br />2'-0" <br />l'-2" <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 />CX005 <br />8 <br />6" <br />.3750 <br />.1875 <br />1'-0" <br />3'-3" <br />Approx.Lgth <br />18'-7 1/16" <br />46'-5 5/8" <br />46'-5 5/8" <br />18'-7 1/16" <br />O o <br />Ln p, <br />O O <br />N <br />a <br />Ln 0] <br />a- <br />O <br />U V <br />h ^..- <br />w <br />I� Y o <br />A <br />RBX005 <br />i <br />� 1 <br />(2)FB4054I - <br />I <br />I <br />I <br />I h <br />� o <br />FB3034i U <br />)Bolt Cotinection & <br />Plate <br />Schedule <br />Id Qty ASTM <br />Bolt <br />Bolt <br />Plate <br />Rows <br />Rows Tension Washer <br />Dia. <br />Length <br />Thick. <br />Out <br />In Bolt <br />A 14 A325 <br />3/4" <br />2" <br />1/2" <br />4 <br />3 <br />B 12 A325 <br />3/4" <br />2" <br />3/8" <br />2 <br />4 <br />-2 1/16" 1.000:1 <br />@ 4,_0 <br />0 <br />0 <br />N <br />N <br />O <br />O <br />V <br />M <br />co <br />p <br />O <br />W <br />O <br />r <br />W <br />m <br />O <br />w <br />w <br />N <br />B <br />. _ <br />� T ~- <br />1 <br />RBX006 <br />100'-0" <br />FRAME CROSS SECTION AT FRAME LINES) 7 <br />Frame Clearances <br />Horiz. Clearance between members 1(CX005) and 8(CX005): 92'-0 1/2" <br />Vert. Clearance at member l(CX005): 15'-1 7/16" <br />Vert. Clearance at member 8(CX005): 15'-1 7/16" <br />Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) <br />T <br />1.000:12 <br />—``— --9 @ 4'_6 <br />7 <br />8 <br />O <br />N C' <br />0 0 <br />O N <br />~ rru N m O O <br />a <br />Ln <br />u ' <br />A <br />)FB4059 <br />FB3034 <br />Ln <br />9 <br />23'-2" Ridge Ht. <br />�% <br />8 <br />3 1/2" <br />4// <br />7 <br />6 <br />5 <br />4 <br />2 @ 3'-10 15/16" <br />1;-6'�11/16" <br />3 -0 <br />3' -11 1/2" <br />1�4 <br />�.57109 n <br />y I� 01. VP BuNdi ngs, Inc. <br />1140 <br />KwnersvlMe, NC 27264 <br />3 <br />3' -5 1/41' <br />2 <br />-011 <br />41 <br />:.. <br />1 8 1/an." <br />Dimension Key <br />shape Name = 100 X 200 Wall 4, Frame 7 <br />>, <br />PERMIT SET- For Building <br />Dept. Approval <br />1. USE 1/2 X 1 112 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO <br />THE VP ENGINEER'S SEAL APPLIES <br />THIS DRAWING, INCLUDING THE INFORMATION HEREON, <br />REMAINS THE PROPERTY OFVPBUILDINGS. <br />VP Buildings <br />FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS <br />UNLESS NOTED OTHERWISE. <br />ONLY TO THE WORK PRODUCT OF <br />VP A11D DESIGN AND PERFORMANCE <br />REQUIREMENTS SPECIFIED BY VP. <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 />3200 Players Club Circle Memphis TN 38126 <br />FRAME CROSS SECTION <br />AT FRAME LINE(S) 7 <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 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 />ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN <br />APPROVAL OF VP BUILDINGS. <br />REV <br />DATE <br />BY <br />DESCRIPTION <br />BUILDER <br />Canco General Contractors <br />CUSTOMER <br />Mike Lynch <br />LOCATION <br />Z@phyrhillS, Florida <br />VP BUILDINGS <br />JOBNO <br />09-7858 <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 />DATE <br />4/2/2009 <br />DRAWNICHECK <br />FCJ <br />FORMANCE REQUIREMENTS <br />SPECIFIED BY VP. <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 />PROJECT <br />Wheelbliast <br />BUILDERS PO# <br />1162 <br />VARCOPRUDEN <br />A BlueScope Steel Company <br />VPC VERSION: 7.1 f <br />NTS <br />PAGE <br />11 <br />4/21/2009 9.29:15 <br />FILENAME: Mike Lynch canopy3.VPCi <br />a division of BlueScope Buildings North America, Inc. <br />