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Frame Member Schedule Frame Clearances <br /> Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Horiz. Clearance between members 1 (CX002) and 10 (CX002) : 113'-0 15/16" <br /> CX002 1 12.0000 .5000 .1875 1'-0" 2'-9" 29'-3 1/2" 1804# Vert. Clearance at member 1 (CX002) : 25'-2 1/4" <br /> RBX025 2 6.0000 .3750 .2500 4'-2" 2'-7" 22'-0 7/8" 989# Vert. Clearance at member 10 (CX002) : 25'-2 1/4" <br /> 3 6.0000 .3750 .1875 2'-7" 1'-9" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) <br /> RBX026 4 6.0000 .3125 .1644 1'-9" 1'-9" 35'-0" 1049# <br /> 5 6.0000 .3750 .1644 1'-9" 2'-10" <br /> RBX027 6 6.0000 .3750 .1644 2'-10" 1'-9" 34'-11 15/16" 1049# OBolt Connection & Plate Schedule <br /> 7 6.0000 .3125 .1644 1'-9" 1'-9" Id Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo <br /> RBX028 8 6.0000 .3750 .1875 1'-9" 2'-7" 22'-0 7/8" 991# Dia. Length Thick. Out In Bolt <br /> 9 6.0000 .3750 .2500 2'-7" 4'-2" A 12 F1852 3/4" 2 1/2" 5/8" 4 2 Yes Yes 0097390 <br /> CX002 10 12.0000 .5000 .1875 1'-0" 2'-9" 29'-3 1/2" 1804# B 8 F1852 3/4" 2 1/4" 1/2" 2 2 Yes Yes 0097389 <br /> C 10 F1852 3/4" 2 1/4" 1/2" 1 4 Yes Yes 0097389 <br /> D 10 F1852 3/4" 2 1/4" 1/2" 3 2 Yes Yes 0097389 <br /> B A <br /> 60'-2 1/2" 1.000:12 2 2 60'-2 1/2" <br /> 1.000:12 <br /> 1() @ 5'-O"====:: @ <br /> 4'-9 15/16" 4'-9 1-9/16" <br /> o c-I N N r•-I <br /> c-I O O r•-1 (` <br /> CD t` <br /> r r rn o M r to pQ r o o rn <br /> � M O O N C�*.i Ga C�7 _ C77 C7_ �V' w PPq N0 O O Ol <br /> I Q'I O O fh � [tl C7 �',�� Ch_ W W f7 <br /> ftl C7 Pq <br /> Chi �0 G.I PO in <br /> W �I �' C - ___V' kl Ga PO <br /> Pq <br /> w _ r4 <br /> th _ - B D <br /> A RBX026 RBX027 I <br /> A I <br /> RBX028 I <br /> 0%025 I <br /> I I <br /> I I <br /> I I <br /> o I I <br /> � I I <br /> N n I <br /> I O I <br /> N I >C O I <br /> I U N I <br /> I I <br /> I I <br /> I I <br /> I I <br /> I I <br /> I I <br /> II 100'-1" 1001-11, II <br /> 1 1 <br /> 120'-0" ION WA fss� <br /> BL FRAME CROSS SECTION AT FRAME LINE (S) 9 B <br /> 56 92ST <br /> 4 34'-10" Ridge Ht. ONAI�l�' <br /> 3 3'-9 7/8" <br /> 2 1'-6 11/16" <br /> " 04/08/20 <br /> 1 8 1/2 <br /> Dimension Key <br /> Shape Name=Cadman 1 Wall 4 Frame 9 PERMIT SET-For Building Dept.Approval <br /> 1.USE 1/2 X 1 1/2 A325T BOLT(49080)AND NUT(47120) THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP Buildings <br /> TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 3200 Players Club Cirde Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S)9 <br /> W/O WASHERS.SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT <br /> SECONDARY CLIP CONNECTIONS,AND FLANGE BRACE CONNECTIONS, REQUIREMENTS SPECIFIED BY VP. THE PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER <br /> UNLESS NOTED OTHERWISE. VP ENGINEER'S SEAL DOES NOT APPLY P RP E WITH T TTE APP V F VP B I REV DA E By DescRvnoN BUILDER Building Systems,Inc. eB <br /> 18-040734 <br /> 2.SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CusTon+ERCadman DATE <br /> SIDE OF THE WEB AS THE HILLSIDE WASHER ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LocATON Everett,Washington VP BUILDINGS 4.5.2019 <br /> FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ,a�� ❑RAWN/CHECK <br /> DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PRaecT Cadman Everett Bldg 1 jac <br /> REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NITS IBULDERS Pon 28103 vac vERsioN: 2018.2b PAGE 14 <br /> 4/4/2019 16 47:07 FLENAME'Cadman l a J10slan of BlusSoope Buildings North America,Mc. <br />