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()Frame Member Schedule <br />Part <br />Mem <br />Width <br />Thick <br />WebThk. <br />Depth]. <br />Depth2 <br />CX003 <br />1 <br />6" <br />.5000 <br />.1875 <br />1'-0" <br />3'-2" <br />RBX003 <br />2 <br />6" <br />.5000 <br />.1875 <br />3'-3" <br />1'-4" <br />3 <br />6" <br />.3125 <br />.1345 <br />1'-4" <br />1'-4" <br />4 <br />6" <br />.3125 <br />.1644 <br />1'-4" <br />2'-4" <br />RBX004 <br />5 <br />6" <br />.3125 <br />.1644 <br />2'-4" <br />1'-4" <br />6 <br />6" <br />.3125 <br />.1345 <br />1'-4" <br />1'-4" <br />7 <br />6" <br />.5000 <br />.1875 <br />1'-4" <br />3'-3" <br />CX004 <br />8 <br />6" <br />.5000 <br />.1875 <br />1'-0" <br />3'-2" <br />T <br />Full <br />O <br />N � <br />O O <br />N a <br />In CI <br />O �++ <br />DA <br />I <br />I <br />I <br />I <br />I ° <br />9 23'-2" Ridge Ht. <br />8 3 1/2" <br />7 2 @ 3'-10 15/16" <br />6 1'-6 11/16" <br />5 3'-0" <br />4 3'-11 1/2" <br />3 3'-5 1/4" <br />2 4'-0" <br />1 8 1/2" <br />[—]Dimension Key <br />RBXp03 <br />Approx.Lgth <br />18'-7" <br />46'-6 5/8" <br />1. USE V2 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 />46'-6 11/16" <br />18'-7" <br />1M <br />OBolt Connection & Plate Schedule <br />Id <br />Qty <br />ASTM <br />Bolt <br />Bolt <br />Plate <br />Rows <br />Rows Tension <br />Dia. <br />Length <br />Thick. <br />Out <br />In Bolt <br />A <br />16 <br />A325 <br />3/4" <br />2" <br />1/2" <br />4 <br />4 <br />B <br />10 <br />A325 <br />3/4" <br />2" <br />3/8" <br />2 <br />3 <br />C <br />12 <br />A325 <br />3/4" <br />2 1/4" <br />5/8" <br />4 <br />2 <br />0 -2 1/16" 1.000:12--- -- <br />-9 @ 41- 6" <br />Washer <br />@ 4 `6 <br />-2 1/16" 1.000:1 <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 />0 <br />u*j <br />0 <br />to <br />- <br />0 <br />0 <br />a <br />O <br />eh <br />w <br />M <br />W <br />o <br />a <br />N <br />co <br />co <br />B <br />N <br />a <br />r <br />to <br />RBX004 <br />- <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 />100'-0" <br />FRAME CROSS SECTION AT FRAME LINES) 8 <br />Name = 100 X 200 Wall 4, Frame 8 <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 />T <br />d O <br />N <br />O O <br />v N <br />u+ O <br />N Qa <br />C <br />I I <br />1 (2) FB4050 <br />e <br />I d' <br />I <br />Ia <br />X <br />0 <br />o <br />I <br />I <br />I <br />I <br />YV <br />Thomas W. Truxton <br />P.E. No. 57109 <br />VP BulkOnOs, kv- <br />Q / 1140 West Mound n Street <br />KWMmville, NC 27264 <br />PERMIT SET- For Building Dept. Approval <br />VP Buildings FRAME CROSS SECTION AT FRAME LINES 8 <br />3200 Players Club Circle Memphis TN 38125 <br />BY I DESCRIPTION <br />NTS <br />4/21 /2009 9:29:16 <br />Canco General Contractors <br />CUSTOMER Mike Lynch <br />LOCATION Zephyrhills, Florida <br />PROJECT Wheelblast <br />BUILDERS PO# 1162 <br />FILENAME` Mike Lynch canopy3.VPC <br />JOBNO <br />09-7858 <br />DATE <br />FVPBU'uLIDNGSq <br />4/2/2009 <br />VAROPDEN DRAWN/CHECK <br />a division of BlueScope Buildings North America, Inc <br />