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()'Frame Member 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 />RBX013 <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 />BP.25C7 <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 />)Bolt Connection & Plate Schedule <br />Id <br />Qty <br />ASTM <br />Bolt <br />Bolt <br />Dia. <br />Length <br />A <br />10 <br />A325 <br />3/4" <br />2" <br />B <br />12 <br />A325 <br />3/4" <br />2" <br />C <br />2 <br />A325 <br />3/4" <br />1 1/2" <br />00-2 1/16" 1.000: <br />@ 4,-6„ <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 />@ 4'_6 <br />'-2 1/16" 1-000:12 <br />Frame Clearances <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 />6 <br />0 <br />0 <br />Oi <br />O <br />.--I <br />ri <br />M <br />W <br />4a _ _ _ — <br />(h <br />W <br />fu <br />O <br />rl <br />�-1 <br />(71 <br />rim <br />ILA J� <br />N <br />co <br />[a <br />N <br />co <br />0 <br />O <br />N — <br />B <br />en <br />C <br />C <br />RBX013 <br />C <br />C <br />N <br />N <br />I <br />O <br />O <br />M <br />A <br />RBX001 <br />o <br />w <br />a <br />o <br />A <br />w <br />w <br />X1-4 <br />cov <br />Ci <br />Cow <br />a <br />Q, <br />w <br />CD <br />L <br />� <br />GC176120 <br />115'-0" <br />115'-0" <br />115'-0" <br />115'-0" <br />GC176120 <br />N <br />I <br />I <br />I <br />FB3050I <br />IFB3050 <br />I <br />O <br />I <br />I <br />m <br />� <br />i <br />I <br />I <br />I <br />o <br />o <br />I <br />N <br />I <br />I <br />I <br />I <br />N <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />18'-6" <br />2e'-0" <br />23'-0" <br />20'-0" <br />100'-0" <br />FRAME CROSS SECTION AT <br />FRAME LINES) 9 <br />otnas . Tru n <br />7 '-2" Ridge Ht. p <br />6 3 1/2" 0 1 VP E �. 57109 <br />1140 Wsd Mountain SUW <br />5 4 @ 1' -11 7 / 16" /2i BuNdin9s► he. <br />4 1' - 6 11 / 16" ( K*nwsvft NC 27264 <br />3 3'-0" <br />2 3'-11 1/2" <br />1 8 1/2" PERMIT SET- For Building Dept. Approval <br />u Dimension Key Shape Neme = 100 X 200 Wall 4, Frame 9 <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 FRAME CROSS SECTION AT FRAME LINE <br />FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING (S ) 9 <br />VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Play..Ors 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 />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 IS SOLELY .1, CUSTOMER Mike Lynch DATE <br />OR COMPONENT FURNISHED BY VP RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP LOCATION 4I2/2009 <br />EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS i Zephyrhills, Florida gARCO <br />BUILDINGS <br />FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, PRUDEN DRAWN/CHECK <br />SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT Wheeiblast FCJ <br />AND INDUSTRY STANDARDS PERTAINING TO PROPER A BlueScope Steel Company <br />ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# PAGE <br />BRACING. NTS 1162 VPC VERSION: 7.1 f 13 <br />4/21/2009 9:29:18 FILENAME` Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc. <br />