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Frame Member <br />Schedule <br />Part <br />Mem <br />Width <br />Thick <br />WebThk. <br />Depth] <br />Dept:h2 <br />C,X006 <br />1 <br />6" <br />.5000 <br />.1644 <br />1'-0" <br />2'-9" <br />RBX007 <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 />RBX008 <br />5 <br />6" <br />.3125 <br />.1345 <br />2'-0" <br />1'-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 />CX006 <br />8 <br />6" <br />.5000 <br />.1644 <br />1'-0" <br />2'-9" <br />0 <br />rn <br />O <br />1 <br />N <br />(2)FB4020i <br />i <br />I <br />Approx . Lgt), <br />18'-6 9/16" <br />46'-ll 11/16" <br />46'-ll 11/16" <br />18'-6 9/16" <br />e,,, Bolt Connc;cti.on & Plate Schedule <br />Id Qty ASTM 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 3/4" <br />2" <br />1/2" <br />4 <br />3 <br />B 12 A325 3/4" <br />2" <br />3/8" <br />2 <br />4 <br />_ 50'-2 1/16" 1.000:1 <br />@ 4,-6„ <br />O <br />O a <br />O <br />Ln <br />O O <br />0 <br />N <br />N v <br />go <br />0 f0 <br />O <br />W <br />O <br />__ <br />RBXpO1 <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 />T <br />'-,--50'-2 <br />@ 4'-6" <br />0 <br />N <br />0 <br />N <br />5 <br />O <br />O <br />O <br />C1 <br />CI O <br />m r <br />O w <br />W O <br />N <br />--__-_ <br />B <br />N <br />"_- --�4' <br />p <br />a O <br />W <br />er <br />co LO <br />O O <br />go N <br />ma <br />-- -- <br />v_ U <br />RBX008 <br />` -- <br />-- — - <br />100'-0" <br />FRAME CROSS SECTION AT FRAME LINES) 4 <br />(2) FB4020 <br />W• <br />Thomas W. ,Truxton <br />7 23' -2" Ridge Ht. 9 P,E. No.67109 <br />6 3 1/ 2�- t y l 1r 0 V P Buildings. lnc. <br />5 2 @ 3 10 15 / 16 Ker vMls. MC IM4 <br />1140 %11kW MMWAW - <br />4 1'-6 11/16" <br />3 3'-0" <br />2 3'-11 1/2" <br />Dimension Key shape Name = 100 X 200 Wall 4, Frame 4 PERMIT SET- For Building Dept. Approval <br />THIS DRAWING, INCLUDING THE INFORMATION HEREON, <br />1. USE 1/2 X 1 1 /2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF VP BUILDINGS. 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) 4 <br />VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 <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 REV DATE BY DESCRIPTION BUILDER JOBNO <br />NOT APPLY TO THE PERFORMANCE <br />2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME APPROVAL OF VP BUILDINGS. Canco General Contractors 09-7858 <br />SIDE OF THE WEB AS THE HILLSIDE WASHER. OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY 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 Zephyrhills, Florida FVP BUILDINGS <br />FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, DRAWN/CHECK <br />SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT VARCO PRUDEN <br />AND INDUSTRY STANDARDS PERTAINING TO PROPER Wheelblast FC.J <br />ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# A Blue5cope Steel Company PAGE <br />BRACING. NTS 1162 VPC VERSION: 7.1 f 8 <br />4/21 /2009 9:29.10 r"Cry"mt: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. <br />