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1Frame Member <br />Schedule <br />Part <br />Mem <br />Width <br />Thick <br />WebThk. <br />Depthl <br />Depth2 <br />Approx.Lgth <br />Detail Cee Mark No <br />CX001 <br />1 <br />6" <br />.3750 <br />.1644 <br />1'-0" <br />2'-8" <br />18'-6 <br />9/16" <br />RBX001 <br />2 <br />6" <br />.3750 <br />.1644 <br />2'-8" <br />1'-0" <br />47'-0 <br />1/16" <br />3 <br />6" <br />.2500 <br />.1345 <br />1'-0" <br />1'-0" <br />4 <br />6" <br />.3125 <br />.1345 <br />1'-0" <br />2'-4" <br />RBX002 <br />5 <br />6" <br />.3125 <br />.1345 <br />2'-4" <br />1'-0" <br />47'-0 <br />1/16" <br />6 <br />6" <br />.2500 <br />.1345 <br />1'-0" <br />1'-0" <br />7 <br />6" <br />.3750 <br />.1644 <br />1'-0" <br />2'-8" <br />CX002 <br />8 <br />6" <br />.3750 <br />.1644 <br />1'-0" <br />2'-8" <br />18'-6 <br />9/16" <br />EPX001 <br />9 <br />5" <br />.1875 <br />.1345 <br />9" <br />9" <br />3'-6 <br />7/16" <br />BR25C7 <br />EPX002 <br />10 <br />5" <br />.1875 <br />.1345 <br />9" <br />9" <br />4'-9 <br />1/2" <br />BR25C7 <br />EPX002 <br />11 <br />5" <br />.1875 <br />.1345 <br />9" <br />9" <br />4'-9 <br />1/2" <br />BR25C7 <br />EPX001 <br />12 <br />5" <br />.1875 <br />.1345 <br />9" <br />9" <br />3'-6 <br />3/8" <br />BR25C7 <br />_q <br />O <br />rn <br />1-1 <br />O <br />I <br />N <br />7 23'-2" Ridge Ht. <br />6 3 1/2" <br />5 4 @ 1'-11 7/16" <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 />V' <br />C m <br />O O <br />O N <br />- <br />W I <br />f <br />rGC176120 <br />I <br />I <br />FB30501 <br />i <br />,-C., <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 />RBX001 <br />M <br />ro <br />1-4 <br />0 <br />0 <br />0 <br />x <br />w <br />w <br />115'-0" <br />0 <br />()Bolt Connection & Plate Schedule <br />Id Qty <br />ASTM <br />Bolt <br />Bolt <br />Dia. <br />Length <br />A 10 <br />A325 <br />3/4" <br />2" <br />B 12 <br />A325 <br />3/4" <br />2" <br />C 2 <br />A325 <br />3/4" <br />1 1/2" <br />0'-2 1/16" 1.000:1 <br />W _ - — 1 <br />@ 41-6 <br />0'-C" <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 />Plate <br />Rows <br />Rows <br />Thick. <br />Out <br />In <br />1/2" <br />3 <br />2 <br />3/8" <br />3 <br />3 <br />Tension Washer <br />Bolt <br />=50'-2 1/16" 1.000: <br />@ 4'-6.. <br />Frame Cleuiances <br />Horiz. Clearance between members 1(CX001) and 8(CX002): 93'-2 1/2" <br />Vert. Clearance at member l(CX001): 15'-7 7/8" <br />Vert. Clearance at member 8(CX002): 15'-7 7/8" <br />Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) <br />a <br />v <br />a <br />c <br />.-1 <br />0 <br />fA <br />0 <br />QI <br />r1 <br />O <br />Cq <br />O <br />W <br />� <br />B <br />N <br />ao <br />Ca <br />RBx002 <br />N <br />N <br />O <br />O <br />O <br />x <br />O <br />x <br />o <br />0 <br />a, <br />w <br />N <br />w <br />O <br />x <br />N <br />A. <br />w <br />Co <br />-1 U <br />U <br />115'-0" <br />115'-0" <br />115'-0" <br />23'-0" <br />100'-0" <br />FRAME CROSS SECTION AT FRAME LINES) 1 <br />Shape Name = 100 X 200 Wall 4, Frame 1 <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 />0'-0" <br />VP Buildings <br />3200 Players Club Circle Memphis TN 38125 <br />REV DATE BY DESCRIPTION <br />NTS <br />4/21/2009 9:29:05 <br />O <br />a' a <br />O � <br />M O <br />W <br />GC176120 <br />8'-6" <br />T <br />�FR3050 <br />I <br />I <br />I <br />I <br />Thomas W. Truxton <br />� tII&I VP.BuilE. dings, Io. nc- <br />1140 West Mountain Street <br />Kerneravft NC 27284 <br />PERMIT SET- For Building Dept. Approval <br />FRAME CROSS SECTION AT FRAME LINE(S) I <br />'"'""" Canco General Contractors <br />CUSTOMER Mike Lynch <br />LOCATION Zephyrhills, Florida <br />PROJECT Wheelblast <br />BUILDERS PO# 1162 <br />JOBNO <br />09-7858 <br />DATE <br />VP BUILDINGS 4/212009 <br />VARco PRUDEN DRAWN/CHECK <br />FILENAME: Mike Lynch canopy3.VPC <br />a division of BlueScope Buildings North America, Inc <br />