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

COLUMN/RAFTER111111 '" _ - HAUNCH NOTE FIELD CUT HOLES BRACE FRx BRACE - - - - IN INSET GIRTS AT LDCAT1oN LOCATION HERB rnoer u T T—O T T T T 1111 /1f INTERFERENCE WITH RODS - lirilEMINNI--- xExsERT T �TTTTTTWALL BRACE u III ADJUST. CODESROD ROD SLOT BACKING ADJUST. CODES PLATE MAY EXIST ROD SLOT BACKING WALL BRACED GAGE GAGE PLATE MAY EXIST Roo --- EIGHTHS \ HTH INCHES LENGTH 17111 FUNGEe1ACEIN H N T. 111111147 / CLP Rm'D NJ Peg CR'We-) > (millimeters) - FFFT(millimeters) THCK RANGES FW1GE BRACE WILL TYPICALLY HARDWARE INSTALLED ° /l'rI CONNECT TO THE NEN DE THE SHAPE .AP.. ,° 1N THIS ORDER: I.�i FRAME MEMBER. DEPTH � PTH HARDWARE INSTALLED HILLSIDE WASHER IN THIS ORDER: •UNTR FIAT WASHER "B" HILLSIDE WASHER �I \\, �— FIAT WASHER "A" FLAT WASHER"Er ALTERNATE CONNECTIONS HEX NUT FLAT WASHER A" DEPTH SHAPE GAGE HEX NUT I FLANGE BRACE REQUIREMENTS: 07 = 7" Z = ZEE 11 = 0.113 DEPTH SHAPE GAGE 07 = 7' 08 = 8 1/2" C = CEE 12= 0.096 ZS = ZEE 11 = 0.113 WASHERS WASHERS RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. E = LOW EAVE STRUT08 = 8 1/2" CS = CEE 12 =0.098 ROD DIA. NUT A 8 HILLSIDE10 = 10" 13 0.088. R00 DIA. NUT A B HILLSIDE RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHENPART MARK ON H= HIGH EAVE STRUT 10 - 10" ES = LOW EAVE STRUT 13 - 0.088 3/8" 095321 096408 46040 043657 3/8" 095321 096408 46040 043657 CROSS SECTION IS NOT ACCOMPANIED BY 2. 11 = 11 1/2" 14= 0.079 . HS— HIGH SAVE STRUT { ) 11 = 11 1/Y 14 = 0.079 1/2" 095230 095872 095946 043657RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB 15= 0.073 BB = BACK TO BACK CEE 1/2" 095230 095872 095946 043657 15- 0.073 5/8" 095233 095945 095946 043657 5/8' 095233 095945 095946 043657 WHEN PART MARK IS ACCOMPANIED BY(2). 16= 0.068 FB = FACE TO BACK CEE 3/4' 095235 095946 095948 043656 3/4" 095235 095946 095948 043656 RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THECENTER THE BUILDING. 17 a 0.060 FF= FACE TO FACE CEE 16 t- 0.068 7/8" 095237 095947 095948 043658 7/8" 095237 095947 095948 043658 RULE#5- WHENEVER FPOSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME 17 m 0.060 1- 095238 095946 095949 043659 I" 095238 095948 095949 043659 SIDE OF THE FRAME WEB. 1 1/8' 095239 095949 095949 043659 1 1/8" 095239 095949 095949 043659 "" 10"& 11 1/2"PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. _.C/'WO,I0.W.o+ ROD BRACING THRU ROD SLOT KV.Oikra05/10/,01.EV "°°' ROD BRACING THRU ROD SLOT 'e' ew/TN/°'ice""°°° TYPICAL FLANGE BRACE CONNECTIONS RfvDS O/°'M'IKV.N°'°° SECONDARY PART MARK NUMBER REV.Cle`°'m'/°'IER. x°°° SPECIAL SECONDARY PART MARK KEY BRO2H1 COLUMN SHOWN / RAFTER SIMILAR BRO2J 1 SIDEWALL COLUMN SHOWN / RAFTER SIMILAR BRO6AE COM. PURLIN LAP SHOWN, CONT. GIRT& SIMPLE PURLIN EN51 B 1 - ' COMMON GENERATED MARK NUMBERS EN51 B2 COMMON GENERATED MARK NUMBERS ERECTION DRAWING PART MARK C 2 1/2' 2 5/8"_ TD SII ZEE GIRT SHOWN CEE GIRT SIMILAR 1W1B3 � TT BAY NUMBER 48 WiollIllIll°'ll''_„- E CANOPY (C)/PARTITION(P)/ LIP J /'1,' `! / FlLLER ANGLE L$ GRT(GFA—)W/(4)55307 ..., ROOF(R)/WALL(W) NUMBER // BUILDING SHAPE 7 &B 1/2 GIRT CLIP(PG,) / I "I 10 & 11 1/2 GIRT CLIP (GCD—) 2 1/2"1 �2 5/8 I MAY BE SHOP THE BAY/BUNDLE CODE IDENTIFIES I ZEE GIRT SHOWN WELDED (GCI OR GCA-) GIRT CLIP(GCE-) MAY BE SHOP THE BUILDING CANOPY/PARTITION/ GEE GIRT SIMILAR WELDED(GCB_OR CCL) ROOF/WALL PLANE AND BAY 7.8 1/2". 10" GIRTS REV.°ATE:61/o,/13 lEEX N0.01 PEV.°ITL OT/of/091REv.X0°° RR!WTLW/01/061 REV.NO.Oil REV.pA1E:li/02A11REV.N0.0i - SECONDARY BUNDLE LOCATION KEY PURLIN AND GIRT SIZES GIRT CONN. AT COLUMN GIRT CONN. AT COLUMN EN5183 ALL SECONDARY DEPTHS EN53F1 8 1/2° 216mm WSO1G2 OUTSET SIMPLE GIRTS WS01K2 SPECIAL SET OR FLUSH GIRTS OR INSET LARGE FLANGES NLLEIN �� QL� ■ Ra #, Tili X 00 Z X "03 Cr 'ONAL 2/25/2016 FOR CONSTRUCI1ON 1.UNLESS NOTED,USE 1/2 X 1 1/2 A325-N BOLT(49080)AND NUT(47120) THE VP ENGINEER'S SEAL APPLIES ONLY 1 MS DRAWING,INCLUDING I HE INIURMAI ION HEREON,REMAINS I HE PROPER I ra- VP Buildings W/O WASHERS.SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. DESIGN AND PERFORMANCETO THE WORK PRODUCT OF AND BUILDINGS. IN THEE APPUCABLE PURCHASE ORDER AND ERECTING NOT BE MODIFIED,REPRODUCED 3200 Players Club Circle Memphis TN 38125 WALL SECONDARY&ED'S 2.FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY VP. THE OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BOLDER BUILDINGS. REV DATE BY - DESCRIPTgN JOBA STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION VP ENGINEER'S SEAL DOES NOT APPLY Commercial Design Consultants 15-023031 OF WALL AND ROOF SHEETS. 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 3.REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCAL Everett,Washington VP BUILDINGS 3/28/2015 FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGSvoRcomPoEN DRAWN/CHECK ' DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Boeing Skydrol Mule Storage SHV OP REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. - NTS BDLDERS PON 15-1208 VPC VERSION 2015.2c PA 2/19/2016 SEDSheet 16:39:04 FLENAME:Boeing Skydrol Mule Storage 00000 n of BlieScopeBs""RSNOISAI".'15,"U