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F=FEET G=GAGE CX•••=COLUMN(PLATE) BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: <br /> auct LOCATION g � E I=INCHES O=OPERATION CGX"'=COLUMN(GAGE) <br /> ATION <br /> E=EIGHTHS C=FIN/COLOR WCX"•=COLUMN(HOTROLL) <br /> WALL BRACE to eER REFER TO: <br /> PANEUCOVERING <br /> ROD RBX"•-RAFTER(PLATE) VARCO PRUDEN BUILDINGS <br /> • W13717261 KTD <br /> "•=RAFTER(GAGE) BASIC ERECTION GUIDE <br /> ROD SLOT BACKING • FF I I EGGOCCC BGX <br /> Wim...=RAFTER(HOTROLL) <br /> PLATE MAY EXIST ai�^'a LENGTH CODE <br /> ` INSULATION illi <br /> TRX'"—TRUSS RAFTER <br /> PA- 161301036030WV <br /> CIDP REM)W/ J Or :u g ) ICX`"=INTERIOR COLUMN <br /> LAFIANCEYELLTYPICALLYLYLENGTH <br /> F F I I I I I I E C C <br /> LENGG TH WIDTH THK CODE PCX"'=PIPE COLUMN <br /> TRICK FLANGES BRACE W <br /> HARDWARE kJSTALLEDAlli CONNECT TO TE WEB OF INE TCX"'—TUBE COLUMN <br /> • <br /> ~ 6J THIS ORDER: F1ulE��' SECONDARY(STANDARD) <br /> HILLSIDE WASHER 08 Z1911417 EPX"'=ENDPOST(PLATE) <br /> '� F F I 1 E G G EGX•••=ENDPOST(GAGE) <br /> FLAT WASHER 'B" / —— DEPTHLNGTH GAGE ADJUST.CODES <br /> FLAT WASHER A" ALTERNATE CONNECTIONS SHAPE CBX"•=CANOPY(PLATE) <br /> • <br /> HEX NUT SECONDARY(SPECIAL) CBX•"=PIGGYBACK CANOPY <br /> FLANGE BRACE REQUIREMENTS: 0010821911417--- <br /> WASHERS RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. F F i I EGG DCC"'=8112"GAGE POST The Field Guide for correctly 0101109 and 0100109 <br /> ROD DIA NUT A B HILLSIDE RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON COUNTER DERIEIGTHGAGE AD.1usT.coot:s DCE'•'=10"GAGE POST Verco Pruden Mate)Building systems <br /> 3/8" 095321 096408 46040 043857 CROSS SECTION IS NOT ACCOMPANIED BY (2). - SHAPE - <br /> 1/2' 095230 095872 095946 043657 RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB - <br /> 5``8" 095233 095945 095946 043657 WHEN PART MARK IS ACCOMPANIED BY (2). ROD BRACING RS=THREADS BOTH ENDS <br /> 3/4" 095235 095946 095948 043658 RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE 0 3 R S2510 <br /> 7/B" 095237 095947 095948 043658 CENTER OF THE BUILDING. I E • • F F I I RT=THREADS ONE END-CLEWS ONE END <br /> 1" 095238 095948 095949 043859 RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME RU=CLEVIS BOTH ENDS <br /> SIDE OF.THE FRAME WEB. DIA LENGTH RP=THREAD BOTH ENDS-NO HILLSIDES BACK COVER: 4001 BASIC ERECTION GUIDE <br /> 1 1/8' 095239 095949 095949 043659 <br /> "10"&111/2"PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. <br /> MARK <br /> i.wMBRO2H1 I ROD <br /> CO MRNA HIo N HRU/RAFT ROD SLOTT e�w�BRO6AE �' CONT.PURLAL IN LAP SHOWN CONT.GIRCONNECTIONS <br /> PURLIN EN5OB1 a I COMMON GENERATED MARK NUMBERS BER KEY Rn w�ENVOO2 maga imv No.1BASIC ERECTION GUIDE-STRUCTURAL <br /> • <br /> • <br /> itt <br /> 44r* O� HfA 1, -qt <br /> t3 sq ..,t O <br /> E <br /> Cr <br /> /5IQ <br /> 0 ' 4 '90 Ate <br /> . 4 4.4.re <br /> �t 1ONAt• <br /> . " <br /> 2/26/2016 <br /> 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 /> 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 VP Buildings PRIMARY BRACING SEDS <br /> v - 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 <br /> - UNLESS NOTED OTHERWISE. - REQUIREMENTS SPECIFIED BY VP.THE OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP DATE BY DESCRIPTION BUILDER JOB <br /> 2.SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME VP ENGINEER'S SEAL DOES NOT APPLY R1111 niNr;S Commercial Design Consultants 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 CUSTOMER Boeing Shared Services DATE <br /> ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION Everett,Washington 2/18/2016 <br /> 9t VP BO PRUDEN <br /> FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS VAaOO PRunEN DRAWN/CHECK <br /> PROJECT Boeing Glycol Load/Unload Canopy <br /> DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, DWWM� CO <br /> REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS Bl4LDERSPOA 15-1208 vrVERSION: 2015.2c PAG(A,?/, q <br /> • 2/18/2016 SEDSheet 12:49:17 FILENAME; Boeing Glycol Load and Unload Canopy adNcon d Bue '8444nEs Nad Am..,II. <br />