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Fcauas Member Schedule Fran Clearances <br /> « Part Men Width Thick WebThk. Depthl Depth2 Appmembers Approx.Weight Hariz. Clearance between 1((X003) and 5(((004): 34'-11 9/16" <br /> CX003 1 9.0000 .3750 .1644 1'-4" 1'-4 1/8" 16'-10 5/8" 611# Horiz. Clearance between members 1((:X003) and 6(00004): 34'-11 11/16" <br /> 2 9.0000 .3750 .3125 1'-4 1/8" 1'-4" <br /> Horiz. Clearance betaaeen members 2((7(003) and 5(4:0304): 34'-11 7/16" <br /> RBX003 3 5.0000 .3125 .1875 1'-6" 1'-3" 17'-8 3/16" 414# Horiz. Clearance between members 2(CX003) and 6(CC004): 34'-11 9/16" <br /> RBX004 4 5.0000 .3125 .1875 1'-3" 1'-6" 17'-8 3/16" 414# Vert. Clearance at member 2((X003): 15'-7 9/16" <br /> ,i 0004 5 9.0000 .3750 .3125 1'-4 1/8" 1'-4" 16'-9 1/2" 589# Vert. ('1caarena at member 5(0004): 15'-7 9/16" <br /> 6 9.0000 .3750 .1345 1'-4" 1'-4 1/8" Finished Floor Elevaticn= 100'-0" (Unless Noted Otherwise) <br /> Tup <br /> 1) <br /> 18'10 13/16" 1.000:12 -10 13/16" 1.000:12 <br /> 13 lIl <br /> 6 8 2'-6" 6 @ 2'-6" <br /> El El <br /> m m <br /> to to <br /> t-i to co <br /> o <br /> 1i It' <br /> `�--- ---- ---- -- --- p ---- -- ---- --- ___ 1 1 <br /> 1�S <br /> © 0 <br /> RBX004 1111 q p° <br /> R3 c <br /> 0 <br /> b <br /> 1 <br /> rti r <br /> c o <br /> t <br /> r N u1 <br /> ti <br /> O ALLEN <br /> 0 0 0.. <br /> lit <br /> 2c 0 <br /> 100'-6" 100'-6" <br /> w,-.4 44.TO- <br /> 37' <br /> BR <br /> 37'-8" .ONAi_ <br /> B` FRAME CROSS SECTION AT FRAME LINE(S) B 2/25/2016 <br /> O Bolt Connection & Plate Schedule _ <br /> 4 19'-6 13/16" Ridge Ht. Id Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo <br /> Dia. length Thick. Out Irs Bolt <br /> 3 2'-4 1/16" A 12 11852 3/4" 2 1/4" 1/2" 3 3 Yes Yes 0097389 <br /> 2 1'-6 11/16" B 8 11852 3/4" 2 1/4" 1/2" 1 3 Yes Yes 0097389 <br /> 1 2'-il 15/16" <br /> ❑ Dimension Key Shape Name=Skydrol Mule Storage Wall 4,Frame 2 FOR CONSTRUCTION <br /> v 1.USE 1/2 X 1 1/2 A325-N BOLT(49080)AND NUI(47120) THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON.REMAINS THE PROPERTY OF VP Buildings <br /> W/O WASHERS.SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED <br /> SECONDARY CLIP CONNECTIONS,AND FLANGE BRACE CONNECTIONS, DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED,REPRODUCED 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S)B <br /> R UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY VP.THE OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP - <br /> p. REV DATE BY DEBCRIPitON BBLDER JOBB <br /> 2.SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME VP ENGINEER'S SEAL DOES NOT APPLY SIM DINGS Commercial Design Consultants 15-023031 <br /> i SIDE OF THE WEB AS THE HILLSIDE WASHER. TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 1 02/22/2016 SHV FINAL DRAWINGS CUSTOMER Boeing Commercial Airplane Group DATE <br /> E - ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION Everett,Washington VP BUILDINGS 3/28/2015 <br /> c FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS uDEN <br /> DRAWSCREcx <br /> PRa�cT BoeingSkydrol Mule Storage VARCDPte <br /> $ DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, - kYSHV COP <br /> REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. A BaeScope Steel Company <br /> NTS 81 x POW 15-1208 VPC VERSION. 2015.2c PA 7/ <br /> FILENAME:C:\Vision\Building Fiiest15-0230311Boeing Skydrol Mule Storage_FRAME CROSS SECTION AT FRAME LINE(S)B.dwg SAVE DATE:2/22/2016 SAVE rime 08:59:34 LAST SAVED SY: vargs aaasoo 0 BweSmpe&alms NarAmain,Inc. <br />