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O 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 />BR25C7 <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 />0 <br />rn <br />T <br />FB3050I <br />("JBolt Connection & Plate Schedule <br />Id Qty <br />ASTM <br />Bolt <br />Bolt <br />Dia. <br />Length <br />A 10 <br />A325 <br />3/4" <br />2" <br />B 12 <br />A325 <br />3/4" <br />2" <br />C 2 <br />A325 <br />3/4" <br />1 1/2" <br />0'-2 1/16" 1.000:1 <br />@ 4'-6" <br />C <br />V' <br />ID <br />O <br />0 <br />O <br />— <br />c-- <br />o-- <br />m - - <br />-- <br />w _.. <br />N <br />I <br />U <br />N I <br />e-I <br />O <br />N I <br />GC176120 <br />RBXp01 <br />M <br />OD <br />U <br />t7 <br />115'-0" <br />Frame Clearances <br />Plate <br />Rows Rows Tension Washer <br />Horiz. Clearance between members 1 (CX001) <br />and 8 (CX002) : 93'-2 1/2" <br />Thick. <br />Out In Bolt <br />Vert. Clearance at member 1(CX001): 15'-7 <br />7/8" <br />1/2" <br />3 2 <br />Vert. Clearance at member 8(CX002): 15'-7 <br />7/8" <br />3/8" <br />3 3 <br />Finished Floor Elevation = 100'-0" (Unless <br />Noted Otherwise) <br />115'-0" <br />a a <br />a e� <br />0 0 <br />M M O <br />W W O <br />w N <br />O <br />w <br />8'-6" } 20'-0" 23'-0" <br />innI_nIf <br />FRAME CROSS SECTION AT FRAME LINES) 9 <br />RBX013 <br />--`50' '2 1/16" 1.000:12- <br />@ <br />C <br />M <br />O co <br />N O <br />bw N O <br />-- wCq <br />N <br />O <br />O <br />a o c0v <br />w � � <br />Gy M <br />w °D <br />U <br />U <br />115'-0" 115'-0" <br />GC176120 <br />0'-0" <br />18'-6" <br />T <br />FB3050 <br />7 <br />6 <br />23'-2" Ridge Ht. <br />3 1/2" <br />W• <br />0 Thomas W. Tru on <br />P.E. No. 57109 <br />I <br />5 <br />4 <br />' - 1, <br />4 @ 1 11 7/16 <br />1' - 6 11 / 16" <br />VP Buildings, Inc• <br />�I 1 140 <br />ernersv 27284 <br />3 <br />3'-0" <br />2 <br />3'-11 1/2" <br />1 8 1/2" <br />[:]Dimension Key <br />Shape Name = 100 X 200 Wall 4, Frame 9 <br />PERMIT SET- For Building <br />Dept. Approval <br />1. USE 112 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 />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 />THIS DRAWING, INCLUDING THE <br />REMAINS HE PROPERTY OF VP BUILD NGS. HEREON, <br />IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING <br />DESCRIBED N THE APPLICABLE PURCHASE ORDER AND <br />SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR <br />VP Buildings <br />3200 Players Club Circle Memphis TN 38125 <br />FRAME CROSS SECTION <br />AT FRAME LINE(S) 9 <br />2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME <br />SIDE OF THE WEB AS THE HILLSIDE WASHER. <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 />ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN <br />APPROVAL OF VP BUILDINGS. <br />REV <br />DACE <br />BY <br />DESCRIPTION <br />BUILDER <br />Canco General Contractors <br />CUSTOMER Mike Lynch <br />LOCATION <br />Zephyrhills, Florida <br />2 <br />VP BUILDINGS <br />JOBNO JOBNO 8 <br />THE GENERAL CONTRACTOR AND/OR ERECTOR ISSOLELY <br />RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP <br />IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS <br />i' <br />DATE <br />4/2/2009 <br />DRAWNICHECK <br />FCJ <br />FORMANCE REQUIREMENTS <br />SPECIFIED BY VP. <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 />PROJECT <br />Wheelblast <br />BUILDERS PO# <br />1162 <br />VARCO PRUDEN <br />A BlueScope Steel Company <br />VPC VERSION: 7.1 f <br />NTS <br />PAGE <br />13 <br />4/21/2009 9.29:18 FILENAME: Mike Lynch canopy3.VPC. a division of BlueScope Buildings North America, Inc. <br />