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Fig Member Schedule O Bolt Connection & Plate Schecbile <br /> Part Mani Width Thick WebThk. Depth! Depth2 APPDPx•IGth Appmmc.Weight za 4tY Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo <br /> 0(001 10001 5.0000 .1345 .1345 9" 9" 11 5/8" 12# Dia. <br /> length Thick. Out In Bolt <br /> CX001 1 8.0000 .7500 .1345 1'-6" 1'-6" 17'-2 3/16" 980# A 4 A325 1/2" 2" 1/4" 1 1 0097280 <br /> - RBX002 2 8.0000 .2500 .1345 1'-5 1/2" 1'-0 1/8" 15'-9 1/8" 365# B 6 F1852 3/4" 2 3/4" 3/4" 2 1 Yes Yes 0097391 <br /> Frame Clearances <br /> Vert. Clearance at member 1(CX001): 16'-1 3/4" <br /> 431 <br /> Finished Floor Elevation= 100'-0" (Unless Noted Otherwise) 1 <br /> 17'-6 3/16" 0.500:12 <br /> El <br /> 0 0 0 5@2'-6" El <br /> . <br /> v <br /> 0 <br /> , ($X001 i 8■ PG1 <br /> PG] iii 0 q <br /> q G! _ a ® o � t <br /> RBx002 <br /> ", <br /> eo 0 T <br /> ,, q q <br /> °� <br /> a <br /> ,� pLLEAf <br /> 41"' <br /> B f2/ '44*� - <br /> 10 l'-3" 0.500:12 \ ‘ 100'-6" \ \ J $,. 0 <br /> 9 2'-3 5/8" !J".' .017, <br /> 01 y. ' <br /> 8 2 1/16" 13. le <br /> I 11:1 41 <br /> 0 l <br /> 6 1'-5.. I 17'-6" �',r�i_+�.'Tel' <br /> 5 2 @ 1'-3 1/16" 4Q ' f" <br /> 4 NOT USED <br /> SL �d AfA L f <br /> 3 1'-6 7/8" 2/26/2016 <br /> 2 17'-6 7/8" FRAME CESS SEX TICN AT FRAME LINE(S) A <br /> 1 1'-3" <br /> Dimension Rey Shape Name=Glycol Load and Unload Wall 4,Frame A FOR CONSTRUCTION <br /> 1.USE 1/2 X 1 1/2 A325-N BOLT(49080)AND NUT(47120) - THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF <br /> SEOCONDARY CLIP SNUG <br /> TIGHTEN <br /> CONNECTIONS,AND FLANGELL SECONDARY <br /> CONNECTIONS,NTIONS, TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED VP Buildings FRAME CROSS SECTION AT FRAME LINE(S)A <br /> ... DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED,REPRODUCED 3200 Players Club Circle Memphis TN 38125 <br /> ,'q UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY VP. THE OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP <br /> b 2.SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME VP ENGINEER'S SEAL DOES NOT APPLY BIMDINGS °ATE a'' ° "'"°OM 801 " Commercial Design Consultants <br /> 15-022921-01 <br /> '< 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 2/18/2016 DWM FINAL DRAWINGS CUBTM�Boeing Shared Services ii DATE <br /> z <br /> ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION Everett,Washington 2/18/2016 <br /> c - 9 VP BUILDINGS <br /> FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS °RAwNrc�ac <br /> g - DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Boeing Glycol Load/Unload Canopy ARODP0.1�' DWM,...,COP <br /> REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. etm°ER's you A BlueScope Shed company PA�7 <br /> NTS 15-1208 vxvERioN 2015.2c `/ate <br /> FILENAME: C:1VisioniBuilding Filesl15-022921-011AS BUILD ACAD FILEVP7 Boeing Glycol Load and Unload Canopy_FRAME CROSS SECTION AT FRAME LINE(S)2.dwg SAVE mare 2/18/2016 SAVE11ME:15:35:48 LAST SAVED BY; morgd amhsonoraae. Wu: Noah Aa a,Inc <br />