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Frame Member Schedule <br /> Frame Clearances <br /> Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Horiz. Clearance between members 1 (CX001) and 10 (CX002) : 113'-0 15/16" <br /> CX001 1 12.0000 .5000 .1875 1'-0" 2'-9" 29'-3 1/2" 1804# <br /> Vert. Clearance at member I (CX001) : 25'-2 1/4"RBX001 2 6.0000 .3750 .2500 4'-2" 2'-7" 22'-0 7/8" 989# <br /> 3 6.0000 .3750 .1875 2'-7" 1'-9" Vert. Clearance at member 10 (CX002) : 25'-2 1/4" <br /> Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) <br /> RBX002 4 6.0000 .3125 .1644 1'-9" 1'-9" 35'-0" 1049# <br /> 5 6.0000 .3750 .1644 1'-9" 2'-10" <br /> RBX003 6 6.0000 .3750 .1644 2'-10" 1'-9" 34'-11 15/16" 1049# <br /> 7 6.0000 .3125 .1644 1'-9" 1'-9" OBolt Connection & Plate Schedule <br /> RBX004 8 6.0000 .3750 .1875 1'-9" 2'-7" 22'-0 7/8" 991# Id Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo <br /> 9 6.0000 .3750 .2500 2'-7" 4'-2" Dia. Length Thick. Out In Bolt <br /> CX002 10 12.0000 .5000 .1875 1'-0" 2'-9" 29'-3 1/2" 1804# A 12 F1852 3/4" 2 1/2" 5/8" 4 2 Yes Yes 0097390 <br /> 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 /> B A <br /> 2 1/2" 1.000:12 2 k=====1G0'-2 1/21, <br /> ==== 1.000:12 <br /> n 10 @ 5'-011 10 @ 5'-0„ <br /> 4'-9 15/16" n , <br /> , <br /> 4'-9 15/16„ <br /> r r` r` <br /> d cr r <br /> M r 01 O MO Pq Pq ('M CD f� <br /> pq N4 N pq N <br /> If'I_ O O N W [r-i Ur _ 00 G4 Pq N O N l� <br /> O N <br /> G�4 �V' C7 '� Lq �' -q O <br /> Ln <br /> I` G U� C7B-- C _-_�-_ --_� Pq w <br /> B <br /> I A RBX002 RBX003 I <br /> RBg00 <br /> � gBXp01 4 I <br /> I I <br /> I I <br /> I I <br /> o I I <br /> r' <br /> rn I o x I <br /> N I k O I <br /> I U O I <br /> I N I <br /> I I <br /> I I <br /> I I <br /> I I <br /> I I <br /> I <br /> 100'-1" <br /> II 100'-1" <br /> 1 II <br /> 1 KW <br /> 120'-0"BL �.��`0 wA <br /> FRAME CROSS SECTION AT FRAME LINE (S) 1 B Oy <br /> s <br /> 5692 �� <br /> 4 34'-10" Ridge Ht. <br /> 3 3'-9 7/8" NAI�� <br /> 2 1'-6 11/16" <br /> 1 8 1/2" 04/08/2019 <br /> [7] Dimension Key <br /> Shape Name=Cadman 1 Wall 4 Frame 1 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 <br /> TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBEDBI VP Buildings <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 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 1 <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 PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS- REv IDATE IBYF DESCR TON BULDER CHG Building Systems,Inc. JOB# <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 CUSTOMER 18-040734 <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 Cadman DAT <br /> FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS OCA ON Everett,Washington VP BUILDINGS 4.5.2019 <br /> DESIGN OR DRAWWCHECK <br /> PROJECT Cadman Everett Bldg 1 � Jac <br /> PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, � <br /> REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS euLDEa�s Pon 28103 VPC VERSK)N: 201 H.Zb PAGE <br /> 4/4/2019 16:46:55 FLENAME:Cadman 1 a dilaorOBIu Soope Buildigs NorthAeric,hc <br />