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,) Ft:aine Member. <br />Schedule <br />Part <br />Mem <br />Width <br />Thick <br />WebThk. <br />Depthl <br />Dept:h2 <br />CX003 <br />1 <br />6" <br />.5000 <br />.1875 <br />1'-0" <br />3'-2" <br />RBX003 <br />2 <br />6" <br />.5000 <br />.1875 <br />3'-3" <br />1'-4" <br />3 <br />6" <br />.3125 <br />.1345 <br />1'-4" <br />1'-4" <br />4 <br />6" <br />.3125 <br />.1644 <br />1'-4" <br />2'-4" <br />RBX004 <br />5 <br />6" <br />.3125 <br />.1644 <br />2'-4" <br />1'-4" <br />6 <br />6" <br />.3125 <br />.1345 <br />1'-4" <br />1'-4" <br />7 <br />6" <br />.5000 <br />.1875 <br />1'-4" <br />3'-3" <br />CX004 <br />8 <br />6" <br />.5000 <br />.1875 <br />1'-0" <br />3'-2" <br />F0� <br />T <br />O a <br />N <br />O p <br />N c <br />N m <br />O faa <br />a <br />U <br />I <br />I <br />e <br />A <br />i <br />(2)FB4050 <br />I <br />I <br />i <br />r <br />O <br />0 <br />I U <br />Rgy0003 <br />Approx.Lgth <br />18'-7" <br />46'-6 5/8" <br />46'-6 11/16" <br />18'-7" <br />( "Bolt Connection & Plate Schedule <br />Id <br />Qty <br />ASTM <br />Bolt <br />Bolt <br />Plate <br />Rows <br />Rows <br />Dia. <br />Length <br />Thick. <br />Out <br />In <br />A <br />16 <br />A325 <br />3/4" <br />2" <br />1/2" <br />4 <br />4 <br />B <br />10 <br />A325 <br />3/4" <br />2" <br />3/8" <br />2 <br />3 <br />C <br />12 <br />A325 <br />3/4" <br />2 1/4" <br />5/8" <br />4 <br />2 <br />50'-2 1/16" 1.000: <br />@ 4'-6 <br />a <br />0 <br />0 <br />m <br />a, m <br />m <br />Tension washer <br />Bolt <br />1.000:12 <br />9 @ <br />Frame Clearances <br />Horiz. Clearance between members 1(CX003) and 8(CX004): 92'-2 9/16" <br />Vert. Clearance at member 1(CX003): 15'-1 1/2" <br />Vert. Clearance at member 8(CX004): 15'-1 1/2" <br />Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) <br />T <br />0 0 7 <br />0 0 8 <br />M M <br />w w o <br />_. .. N <br />03 <br />m d, <br />B • _ — - ca N O O <br />` co V N <br />— W m ul <br />O <br />RBX009 <br />_ I <br />e° <br />C <br />I(2)FB4050 <br />n <br />x <br />0 <br />� I <br />100'-0" <br />FRAME CROSS SECTION AT FRAME LINES) 8 <br />9 <br />23'-2" Ridge Ht. <br />8 <br />3 1/2" <br />�. <br />7 <br />2 @ 3'-10 15/16" <br />, 11 / 16" <br />Thomas W. Truxton <br />P.E. No. 57109 <br />5 <br />3 _ 0„ <br />A.�?.1'G� VP Bu8ding% hm <br />4 <br />3'-ll 1/2" <br />1140. Wed Mountain Sheet <br />Kernersvft NC 27264 <br />3 <br />3'-5 1/4" <br />2 <br />4' -011 <br />1 8 1/2" <br />Dimension Key <br />Shape Name = 100 X 200 Wall 4, Frame 8 <br />PERMIT SET- For Building <br />Dept. App; oval <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 />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 />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 />VP Buildings <br />3200 Players Club Circle Memphis TN 38125 <br />FRAME CROSS SECTION <br />AT FRAME LINE(S) 8 <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 />Zephyrhllls, Florida <br />DINGS <br />TVARCOPRUDEN <br />JOBNO <br />09-7858 <br />THE GENERAL CONTRACTOR ANOIOR 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 Wheelblast <br />BUILDERS POiI <br />1162 <br />A BlueScope Steel Company <br />VPC VERSION: 7.1 f <br />NTS <br />PAGE <br />12 <br />4/21/2009 9:29:16 FILENAME: Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc. <br />