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(Frame Member. Schedule ()Bolt Connection & Plate Schedule <br />Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Id Qty ASTM Bolt Bolt Plate Rows Rows <br />CX003 1 6" .5000 .1875 1'-0" 3'-2" 18'-7" Dia. Length Thick. Out In <br />RBX003 2 6" .5000 .1875 3'-3" 1'-4" 46'-6 5/8" A 16 A325 3/4" 2" 1/2" 4 4 <br />3 6" 3125 .1345 1'-4" 1'-4" B 10 A325 3/4" 2" 3/8" 2 3 <br />4 6" .3125 .1644 1'-4" 2'-4" C 12 A325 3/4" 2 1/4" 5/8" 4 2 <br />RBX004 5 6" .3125 .1644 2'-4" 1'-4" 46'-6 11/16" <br />6 6" .3125 .1345 1'-4" 1'-4" <br />7 6" .5000 .1875 1'-4" 3'-3" <br />CX004 8 6" .5000 .1875 1'-0" 3'-2" 18'-7" <br />F <br />5G'-2 1/16" 1.000:12 <br />i <br />8 <br />a <br />O <br />O <br />M <br />Ol cr m <br />00 [a <br />O <br />i, N <br />O fn <br />Ln <br />00 <br />N— <br />N Ca w - <br />O <br />i <br />a e <br />L I <br />I <br />a <br />(2)FB40501 <br />l <br />e <br />O y <br />i I <br />I <br />� I <br />I <br />I <br />N I <br />I <br />Ia <br />0 <br />R0Xp03 <br />Tension Washer <br />Bolt <br />50'-2 1/16" 1.000: <br />C 4--6„ <br />Frame Clearances <br />Horiz. Clearance between members 1(CX003) and 8(CX004): 92'-2 9/16" <br />Vert. Clearance at member l(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 />In <br />In <br />0 <br />0 <br />M <br />Ca, <br />f�f <br />fu <br />O <br />- <br />_ <br />N <br />� <br />v <br />RBX004 <br />T <br />O <br />m N <br />O O <br />v N <br />f4 O <br />N W <br />1(2)FB4050 <br />I <br />\ <br />I � <br />r <br />I <br />I <br />a <br />o x <br />O p <br />s� p <br />U a <br />I <br />100'-0" <br />FRAME CROSS SECTION AT FRAME LINES) 2 <br />9 23'-2" Ridge Ht. <br />8 3 1/2" <br />6 1' -6 11/16" omasW.T on <br />P.E. No. 57109 <br />5 3'-0" <br />4 3 ' -11 1 / 2 " ¢ llpq 1140 Weest iMount� ain Street <br />�, Kemersville, NC 27284 <br />3 3 _ 5 1/4 <br />2 4'-0" <br />1 8 1/2" PERMIT SET- For Building Dept. Approval <br />[]Dimension Key Shape Name =100 X 200 Wall 4, Frame 2 <br />THIS DRAWING, INCLUDING THE INFORMATION HEREON, <br />1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR FURLIN 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) 2 <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 />ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER JOBNO <br />THE VP ENGINEER'S SEAL DOES REV DATE BY DESCRIPTION <br />2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME NOT APPLY TO THE PERFORMANCE 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 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 Zephyrhills, Florida VP 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 FCJ <br />ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# A BlueScope Steel Company PAGE <br />BRACING. NTS 1162i i VPC VERSION: 7.1 f 6 <br />4/21/2009 9:29:07""""""` Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc. <br />