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3951 Copeland Dr
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3951 Copeland Dr
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Last modified
3/5/2025 2:17:08 PM
Creation date
2/19/2025 1:59:10 PM
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Building Plans
Street #
3951
Location
Copeland Dr
Contractor
Canco General Contractors
Building Plans - Permit #
9108
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( )Frame Member <br />Schedule <br />(,Bolt connection & <br />Plate <br />Schedule <br />Part <br />Mem <br />Width <br />Thick <br />WebThk. <br />Depthl <br />Depth2 <br />Approx.Lgth <br />Id Qty ASTM <br />Bolt <br />Bolt <br />Plate <br />Rows <br />Rows Tension Washer <br />CX005 <br />1 <br />6" <br />.3750 <br />.1875 <br />1'-0" <br />3'-3" <br />18'-7 1/16" <br />Dia. <br />Length <br />Thick. <br />Out <br />In Bolt <br />RBX005 <br />2 <br />6" <br />.3750 <br />.1875 <br />3'-3" <br />1'-2" <br />46'-5 5/8" <br />A 14 A325 <br />3/4" <br />2" <br />1/2" <br />4 <br />3 <br />3 <br />6" <br />.3125 <br />.1345 <br />1'-2" <br />1'-2" <br />B 12 A325 <br />3/4" <br />2" <br />3/8" <br />2 <br />4 <br />4 <br />6" <br />.3125 <br />.1345 <br />1'-2" <br />2'-0" <br />RBX006 <br />5 <br />6" <br />.3125 <br />.1345 <br />2'-0" <br />1'-2" <br />46'-5 5/8" <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 />CX005 <br />8 <br />E" <br />.3750 <br />.1875 <br />1'-0" <br />3'-3" <br />18'-7 1/16" <br />60 <br />'-2 1116" 1.000: <br />O O <br />N 0 <br />O <br />N a <br />a <br />� <br />uO on <br />O w <br />0 <br />�• <br />a <br />U <br />w - - - . <br />--- <br />e <br />I � <br />I <br />A <br />I <br />RaXp05 <br />I <br />(2)FB4054 <br />i <br />I <br />0 <br />0 <br />FB3034I U <br />i <br />@ 4`6 <br />0 0 <br />N N <br />O O <br />O <br />0 M go {C 61 <br />ri [*a [u <br />n O . _. <br />O (u <br />N <br />ru <br />RBX006 <br />100'-0" <br />FRAME CROSS SECTION AT FRAME LINES) 3 <br />a <br />O <br />r-1 <br />N ep <br />W r <br />r. o <br />1 N <br />----50'-2 1/16" 1.000:1 <br />@ 4'-6„ <br />1 <br />Frame Clearances <br />Horiz. Clearance between members 1(CX005) and 8(CX005): 92'-0 1/2" <br />Vert. Clearance at member 1(CX005): 15'-1 7/16" <br />Vert. Clearance at member 8(CX005): 15'-1 7/16" <br />Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) <br />T <br />O O O <br />N ,i O N <br />on r-4 M <br />fu N d O O <br />a <br />Ln <br />a' <br />(2) FB4054 <br />63034 <br />9 23'-2" Ridge Ht. <br />8 3 1/2" <br />7 2 @ 3'-10 15/16" <br />ThO6 1' -6 11/16" q Vp.E No. 57109 InIIII D VP Buildings, kw- <br />5 3' —0"West a <br />4 3' -11 1/2" 11401 K nemsvft, NP <br />3 3'-5 1/4" - <br />2 4'-0" <br />1 s 1/2" PERMIT SET- For BuildingDept. Approval <br />[-]Dimension Key Shape Name = 1CO X 2C0 Wall 4, Frame 3 p. pp oval <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) 3 <br />VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players 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 />2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME APPROVAL OF VP BUILDINGS. REV DAZE BY DESCRIPTION Canco General Contractors <br />NOT APPLY TO THE PERFORMANCE 09_7858 <br />SIDE OF THE WEB AS THE HILLSIDE WASHER. OR DESIGN OF ANY OTHER PRODUCT CUSTOMER <br />OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR 13 SOLELY Mike Lynch DATE <br />RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP <br />EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 4/2/2009 <br />FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, Zephyrhills, Florida VP BUILDINGS DRAWNICHECK <br />SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT VARCOPRUDEN <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 1162 VPC VERSION: 7.1 f 7 <br />4/21 /2009 9•29•08 FILENAME: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. <br />
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