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(')Frame Member Schedule (�Bol.t Connection & Plate Schedule <br />Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer <br />CX006 1 6" .5000 .1644 1'-0" 2'-9" 18'-6 9/16" Dia. Length Thick. Out In Bolt <br />RBX011 2 6" .3750 .1875 3'-3" 1'-2" 46'-ll 11/16" A 14 A325 3/4" 2" 1/2" 4 3 <br />3 6" 3125 .1345 1'-2" 1'-2" B 14 A325 3/4" 2" 3/8" 3 4 <br />4 6" .3125 .1345 1'-2" 2'-0" <br />RBX012 5 6" .3125 .1345 2'-0" 1'-2" 46'-11 11/16" <br />6 6" .3125 .1345 1'-2" 1'-2" <br />7 6" .3750 .1875 1'-2" 3'-3" <br />CX006 8 6" .5000 .1644 1'-0" 2'-9" 18'-6 9/16" <br />F <br />4 <br />�� •II <br />50'-2 1/16" 1.000:12 <br />9 @ 4'-6" <br />0 <br />N <br />6 O <br />Cl) <br />o m <br />.r G. <br />V, N <br />r [O <br />r a cu <br />N <br />[4 - <br />O O V m <br />N <br />(2)FB40201 <br />i <br />100'-0" <br />Frame Clearances <br />Horiz. Clearance between members 1(CX006) and 8(CX006): 93'-0 9/16" <br />Vert. Clearance at member 1(CX006): 15'-1 1/16" <br />Vert. Clearance at member 8(CX006): 15'-1 1/16" <br />Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) <br />50'-2 1/16" 1.000: <br />@ 4'-6,. <br />O 5 <br />N <br />0 <br />cn c <br />LO <br />m o <br />t.. � <br />t=. o <br />N <br />RBX012 <br />h <br />FRAME CROSS SECTION AT FRAME LINES) 6 <br />x <br />C <br />0 <br />ON <br />(2)FB4020 <br />14,a,l <br />N/ <br />Q <br />" Thomas <br />W. TruxtDn <br />7 2 3' -2" Ridge Ht . P.E. No. 57109 <br />Buifdirgs. r1Q. <br />_ " <br />5 2 @ 3 10 15 / 16 _ KsrnsraMN► � �� <br />6 3 1/ 2 yIG I 1140 West MountaM !�M <br />4 1'-6 11/16" ; <br />3 3' -0" <br />2 3'-11 1/2" <br />1 s 1/2" PERMIT SET- For Building Dept. Approval <br />Dimension Key Shape Nams = 100 X 200 Wall 4, Frame 6 g p pp <br />THE INFO <br />1. USE 112 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES REMAINS HEGPROP RTHIS ,DTY OF VP BUILDINGS. RMATION HEREON, VP Buildings <br />FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING FRAME CROSS SECTION AT FRAME LINE(S) 6 <br />VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Playors Club Circle Memphis TN 38126 <br />UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR <br />THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER JOBNO <br />2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION Canco General Contractors <br />NOT APPLY TO THE PERFORMANCE 09-7858 <br />SIDE OF THE WEB AS THE HILLSIDE WASHER. OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR ISSOLELY CUSTOMER Mike Lynch DATE <br />OR COMPONENT FURNISHED BY VP RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP LOCATION 4/2/2009 <br />EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS Zephyrhill3, Florida VP BUILDINGS <br />FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, VARco PRUD2EN DRAWNICHECK <br />SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT Wheelblast FCJ <br />AND INDUSTRY STANDARDS PERTAINING TO PROPER A BlueScope Steel Company <br />ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# p y PAGE <br />BRACING. NTS 1162 VPC VERSION: 7.1 f 10 _ <br />4/21/2009 9:29:13 FILENAME: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. <br />