3003 W CASINO RD BLDG 45-62 2019-07-16

COLUMN / RAFTER F- FEET c- GAGEBASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: 111111 - HAUNCH NOTE FIELD CUT HOLES - BRACE FwaE � CX"•• =COLUMN (PLATE) IN INSET GIRTS AT LOCN19x LOCATION ROOF I = INCHES 0= OPERATION CGX••"- COLUMN(GAGE) 7 WALL BRACE INTERFERENCE WITH RODS LIMBBESECONDARY E= EIGHTHS C=FIN/COLOR WCX"**=COLUMN(HOTROLL) IN ROD -- PANEL COVERING REFER TO: / VARCO PRUDEN BUILDINGS W 1 3 1 1 7 2 6 1 K 7 o RBX"••= RAFTER(PLATE) ROD SLOT BACKING11 BOX...- RAFTER GAGE "' PLATE MAY EXIST Ns,,, * FFIIEGG0CCC ( ) BASIC ERECTION GUIDE WRX'"" RAFTER HOTROLLR00 SLOT BACKINGWALLBRACE ___ LENGTHCODE ( )PLATE MAY EXIST ROD INSULATI03F. N TRX"*"= TRUSSRA(FTER FuxGE'BRACEIB130 1 0 36D 3 O-WV 111111111 IN_Aile \/ INFO-I OR INFO-} " ICE•""=== INTERIOR COLUMN CLP aEq'N W/ " I F F I I I I I I E C C �lw ( THICK PEANCES FLANGE BRACE THE WEB TYPICALLY LENGTH WIDTH THK CODE PCX•••-PIPE COLUMN HARDWARE INSTALLED T CONNECT TO OF 0-C TCX"""= TUBE COLUMN IN THIS ORDER: Ivi, FRnaE A£NBER. SECONDARY(STANDARD) s + HARDWARE INSTALLED HILLSIDE WASHER IN THIS ORDER - 0 B Z 1 9 1 1 4 1 7 EPX•"•=ENDPOST(PLATE) 1.�/• ` `� • �.,. • • • F F I I E G G " " * " * EGX•""- ENOPOST(GAGE) FLAT WASHER "B" HILLSIDE WASHER Uj ` DEPTH LENGTH GAGE ADJUST.CODES FLAT WASHER "A' FLAT WASHER"B" ALTERNATE CONNECTKMO SHAPE """ HEX NUT FLAT WASHER"A' CBX = CANOPY(PLATE). SECONDARY(SPECIAL) CBX"""= PIGGYBACK CANOPY HEX NUT FLANGE BRACE REQUIREMENTS: o 0 1 0 8 Z 1 9 1 1 4 1 7--- WASHERS RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. • ••• • •F F I I E G G • " DCC**" = 8 1/2"GAGE POST The Field Guide for correctly storing and erecting ROD DIA. NUT A B HILLSIDE WASHERS RULE l2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART.MARK ON COUNTER DEPTH&LENGTH GAGE ADJUST.CODES DCE***= 10" GAGE POST Varna Pruden Metal Building Systems 3/8' 095321 096408 46040 043657 ROD DIA NUT A B HILLSIDE SHAPE 3/8' 095321 096408 46040 043657 CROSS SECTION IS NOT ACCOMPANIED BY (2). • 1/2" 095230 095872 095946 043657. 1/2" 095230 095872 095946 043657 RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB 5/8" 095233 . 095945 095946 043657 WHEN PART MARK IS ACCOMPANIED BY 2. ROD BRACING 5/8' 095233 095945 095946 043657 O RS-THREADS BOTH ENOS 3/4' 095235 095946 095948 043658 RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE 0 3 R S 2 5 1 0 7/8" 095237 0959a7 095948 043658 3/4' 095235 095946 095948 043658 CENTER OF THE BUILDING. I E • • F F I I RT= THREADS ONE END- CLEVIS ONE END 1' 095238 095948 095949 043659 7/8" 095237 095947. 095948 , 043658 RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME RV= CLEVIS BOTH ENDS 1' 095238 095948 095949 043659 SIDE OF THE FRAME WEB. DIA LENGTH RP= THREAD BOTH ENDS- NO HILLSIDES BACK COVER: 4001 BASIC ERECTION GUIDE 1 1/8" 095239 095949 095949 043659 1 1/8" D95239 095949 095949 043659 "" 10"4 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. °'/,e/'°I"`"."°°' ROD BRACING THRU ROD SLOT 'c°' °/'°I"`"""°To ROD BRACING THRU ROD SLOT "" "°'/°'/°'I'w".c=ce TYPICAL FLANGE BRACE CONNECTIONS RVD*TE:08/90/1]IRE¢Ma.O MARK NUMBER KEY DAT E.01/30/.. BASIC ERECTION GUIDE STRUCTURAL DcruBRO2H1 COLUMN SHOWN / RAFTER SIMILAR D ^ BR02J1 SIDEWALL COLUMN SHOWN / RAFTER SIMILAR D BRO6AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN EN50B1 COMMON GENERATED MARK NUMBERS ENV002 GABLE ROOF ENDBAY DIM. A SEE ERECTION DWGS. A325 BOLTS/2" ENDPDST FIELD LOCATE AND DRILL PURLIN (2) 9/16'DIA HOLES GABLE STRUT TO (49080) • FOR 1/2"x 1 1/2"A325 - 8 1/2" PURLIN CONNECTOR 4 PER CUP BOLTS (49080) - 2PER PURLIN ---- GABLE STRUT TO - A325 BOLTS/2" PURLIN CONNECTOR (49080) (_FFC_) I 0 I 4 PER CLIP t el� I I Alli •` • . 125 .'- N • \ GABLE O 0 3 NEN 1/2"x 1 1/2"A325 STRUT o • BOLTS(49080) ` Z 4 PER CUP GABLE STRUT ■■■■di a/ ,q7- 7111rO BRACKET (GSB-) .IIn _Ep� ;@I/ �p \ O • GABLE \ rIII ^ w 7j'</.y / „� 0 STRUT 9 a N BR17A2 FOR STRUT `H"7)7, FOR CONNECTOR FOR OPPOSITE END BR17A2 FOR OPPOSITE END SEE BR17A1 Bft17A3 SEE I OF GABLE STRUT CONNECTIONSEE TO PURLIN SEE ' OF GABLE STRUT I CONNECTION I CONNECTION CONNECTION REV ecru°'/01/0eIREV. Ne00 GABLE STRUT CONNECTION e"`Ncru /c,ie1RV`O01 GABLE STRUT CONNECTION we,oAmoVatio.lc.RD GABLE STRUT CONNECTION _ BR17A1 GABLE STRUT CONNECTOR TO PURLINS BR17A2 STRUT TO CONNECTOR BR1 7A3 STRUT TO GABLE POST Q NUE* 14 z X. 2/25/2016 FOR CONSTRUCTION . 1.USE 1/2 X 1 1/2 A325 N BOLT(49080)AND NUT(47120) THE VP ENGINEER'S SEAL APPLIES ONLY I HIS DRAWING,INCLUDING l HE INHUKMAI LUN HEREON,REMAINS I HE NKUI'EKI Y OF VIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED VP Buildings W/O WASHERS.SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, DESIGN AND PERFORTO THE WORK MANCECT OF AND IN THE APPLICABLE PURCHASE VP BUILDINGS. IT IS ORDER AND SHALL NOT BE MODIFIED,REPRODUCED 3200 Players Club Circle Memphis TN 38125 PRIMARY BRACING SEDS SECONDARY CLIP CONNECTIONS,AND FLANGE BRACE CONNECTIONS, REQUIREMENTS SPECIFIED BY VP. THE OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP - - UNLESS NOTED OTHERWISE. BUILDINGS. REV DATE BY DESCRPTKKH BOLDER JCNW VP ENGINEER'S SEAL DOES NOT APPLY Commercial Design Consultants 15-023031 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 1 02/22/2016 SHV FINAL DRAWINGS CUSTOMER Boeing Commercial Airplane Group / DATE ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS Everett,Washington VP BUILDINGS 3/28/2015 SIDE OF THE WEB AS THE HILLSIDE WASHER. LocA'u FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS WMORWOIN DRAW WCHECK DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Boeing Skydrol Mule Storage SHV COP REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BULDERB TOk �,r NTS 151208 PA vPcvERSDr: 2015.2c 9/?1, 2/19/2016 SEDSheet 16:38:55 FLENAME:BoeingSkydrolMuleStorage a chision0IBlueSEOPDBWWngsNorth AmencO,HE.