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Bracing Part Schedule 0 Bracing Member Schedule Rod, Strut, and Misc. Connection Bolts <br /> Part Qty Length Detail Id Part Description Length Vert. Clear Id Qty Grade Bolt Diam. Bolt Length PartNo <br /> 03RS2709 6 27'-9" BRO1G2 SBX002 3P 8" x 1/4" flg - 0.1345" x 9" web 24'-10 11/16" 1 4 F1852 3/4" 2 1/2" 0097390 <br /> 05RS3201 4 32'-1" BRO1G2 SBX003 3P 8" x 3/B" flg - 3/16" x 9" web 23'-11 9/16" 2 4 FIB52 7/8" 3 1/2" 0097541 <br /> 06RS3201 8 32'-1" BRO1G2 SBX004 3P 8" x 3/8" flg - 3/16" x 9" web 23'-11 9/16" 3 2 F1852 3/4" 2 1/2" 0097390 <br /> 07RS2607 4 26'-7" BR01G2 SBX005 3P 8" x 3/8" flg - 3/16" x 9" web 24'-10 11/16" <br /> 03RS2610 2 26'-10" BR01G2 <br /> 03RS2611 2 26'-11" BR01G2 <br /> 05RS3104 4 31'-4" BR01G2 <br /> 06RS3104 4 31'-4" BR01G2 <br /> 3BSE2410 2 25'-8" BR01G2 <br /> 06RS2507 2 25'-7" BR01G2 1 2 3 (4 (5 6] 7 8) 9) <br /> 3BSE2410611 2 25'-4 3/9" BR15L1 <br /> 03RS2710 2 27'-10" BRO1G2 <br /> 04RS3201 4 32'-1" BRO1G2 -002 =004 -006 cx008 -010 -012 -G'11' cx018 cxozo <br /> 06RS2606 4 26'-6" BRO1G2 `4 m SBX002 SEX002 SBX009 3BSE2410611 SBX005 <br /> $ $ t t 07ft 6 t $ 06�2507 t t 06f26p t <br /> p3 2603 a m �2�2600 6S,25 0 <br /> 1O �o6 <br /> 0 6�5ry0~ 6�5~Op � � y�5ry01 <br /> <S OS 09 <br /> 3201S10v3207 <br /> @ s^ � a Oy40510y � � Oy�510A � o � A�5ry0y <br /> 3Rrz70 03�626zz �O327 <br /> 2 <br /> 923p9 34'2610 3o230 <br /> 3 220 3 2610 03 270 <br /> �v,L3p9 32611 302310 <br /> 01 <br /> 201 Z04 a 20d <br /> 00¢y5ry01 ' �10 g Op¢y5ry01. <br /> o- 06\106k 3 , 1-0 5 3 <br /> 20z j0s �01 <br /> o- ei-'10.7ft260) �62508 6260 <br /> 32601 06RB250'I 06�`'260 e <br /> SBX002 * SBX002 SBX003 * 3BSE2410611 *� SBX005 <br /> Cx001 -003 -005 =007 Cx0o9 -011 Cx013 CR017 Cx°19 <br /> CR°15 <br /> K W s <br /> �• z4•-0^ I- 251-0^ 25'-0^ I- zs'-o^ zs•-o^ za•-o^ —{� —zs•-o• zs•-o^ o <br /> ,r~ 1 <br /> 150'-0^ <br /> B1 <br /> ez 592 <br /> Bz PRIMARY AND ROOF BRACING PLAN ONAL <br /> 04/09/2019 <br /> Dimension Key Shape Name=Cadman 2 PERMIT SET-For Building Dept.Approval <br /> 1.USE 112 X 1 112 A325T BOLT(49080)AND NUT(47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP BUILDINGS. D VP Buildings <br /> W/O WASHERS.SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, WORK PRODUCT OF VP AND DESIGN AND IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE PRIMARY AND ROOF BRACING PLAN <br /> SECONDARY CLIP CONNECTIONS,AND FLANGE BRACE CONNECTIONS, PERFORMANCE REQUIREMENTS SPECIFIED BY ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE.IT SHALL NOT BE MODIFIED, 3200 Players Club Circle Memphis TN 38125 <br /> VP.THE VP ENGINEER'S SEAL DOES NOT APPLY REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP <br /> UNLESS NOTED OTHERWISE. REv DATE BY oEscrovnox <br /> TO THE PERFORMANCE OR DESIGN OF ANY BUILDINGS. CHG Buildingstems,Inc. Joeuo <br /> 2.SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME OTHER PRODUCT OR COMPONENT FURNISHED THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD cWnDMER Cadman 18-040735-01 <br /> SIDE OF THE WEB AS THE HILLSIDE WASHER. BY VP EXCEPT TO ANY DESIGN OR QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, <br /> PERFORMANCE REQUIREMENTS SPECIFIED BY DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND Everett,Washington VP BUILDINGS 04/08/2019 <br /> VP. INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF PROJECT vnRco Pauow oRavrtalcH�x <br /> TEMPORARY BRACING. t=E Cadman Everett Bldg 2 ABIueScope Smel Company LND <br /> NTS sui�Pca 28103 vPcvERsiax: 2018.2b pme <br /> 5 <br /> 4/5/2019 10:56:25 FEUME Cadman as wnmei since swim ec� nencai <br />