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l) Frame Member <br />Schedule <br />�Bo1.t Conner ti.on & <br />Plate <br />Schedule <br />Frame Clearances <br />Part 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 />HOri.Z. Clearance between members 1 (CX005) <br />and 8 (CX005) : 52'-0 1/2" <br />CX005 1 <br />6" <br />,3750 <br />.1875 <br />1'-0" <br />3'-3" <br />18'-7 1/16" <br />Dia. <br />Length <br />Thick. <br />Out <br />In Bolt <br />Vert. Clearance at member 1(CX005): 151_ 1 <br />7/1611 <br />RBX005 2 <br />6" <br />.3750 <br />.1875 <br />3'-3" <br />1'-2" <br />46'-5 5/8" <br />A 14 A325 <br />3/4" <br />2" <br />1/2" <br />4 <br />3 <br />,_ <br />Vert. Clearance at member (CX005): 15 1 <br />„ <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 />,_ „ <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 />RBX006 5 <br />6" <br />.3125 <br />.1345 <br />2'-0" <br />1'-2" <br />46'-5 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 />CX005 8 <br />6" <br />.3750 <br />.1875 <br />1'-0" <br />3'-3" <br />18'-7 1/16" <br />60 <br />O o <br />O <br />N a <br />c <br />LO <br />O �+ <br />0 <br />O <br />C <br />a - <br />U v <br />_ <br />w - <br />o <br />i u <br />i <br />A <br />i <br />RBXppS <br />I <br />I <br />(2)FB40541 <br />I <br />I <br />LO <br />0 <br />FB3034� u <br />I <br />I <br />01-2 1/16" 1.000:1 <br />N <br />N <br />0 <br />N <br />O <br />O <br />sT M <br />O W <br />e-1 W <br />M cT <br />SI O <br />W <br />N <br />O <br />Lu <br />W <br />N <br />. <br />-- -- <br />_ <br />B <br />c\j <br />RBX006 <br />100,-0" <br />FRAME CROSS SECTION AT FRAME LINES) 3 <br />_"_-`50'-2 1/16" 1.000: <br />@ 4'-6" <br />O <br />N <br />a' <br />o O <br />-. <br />N r <br />Oq r-1 <br />N <br />T <br />o O <br />01 N <br />Ir O O <br />� a N <br />O LO <br />W O <br />ci <br />a' <br />A <br />0 <br />(2) FB4054 <br />FB3034 <br />9 <br />23'-2" Ridge Ht. <br />8 <br />3 1/2" <br />47 fN. <br />6 <br />1'-6 11/16" <br />7/ Thomas W. Tlruxton <br />5 <br />4 <br />3 ' — 0 " <br />3'-11 1/2" <br />q P.E. No. 57109 <br />Alyl�� VP Buildings, Inc. <br />IIIIr 1140 West Mountain Street <br />3 <br />3 ' - 5 1 / 4 " <br />Refllelravioe, NC 27294 <br />2 <br />4'-0" <br />1C 1/2" <br />Dimension Key <br />_ <br />Shape Name - 100 X 2�0 Wall 4, Frame 3 <br />PERMIT SET- For BuildingDept. <br />p pp oval <br />Approval <br />1. USE 1/2 X 1 1/2 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 OF VP BUILDINGS. <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 AND 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 38125 <br />FRAME CROSS SECTION <br />AT FRAME LINE(S) 3 <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 />FORMANCE REQUIREMENTS <br />SPECIFIED BY VP. <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 Mike Lynch <br />LOCATION Zephyrhilis, Florida <br />PROJECT Wheelbla5t <br />BUILDERS PO# <br />1162 <br />VP BUILDINGS <br />VARCO PRUDEN <br />A BlueScope Steel Company <br />VPC VERSION: 7.1 f <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 />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 />DATE <br />4/2/2009 <br />DRAWNICHECK <br />FCJ <br />NTS <br />pAGE <br />7 <br />4/21 /2009 9:29:08 FILENAME: Mike Lynch Canopy3.VPCi a division of BlueScope Buildings North America, Inc. <br />