3003 W CASINO RD BLDG 45-63 2019-07-16

BRACE ¢ BRA ERECTION DRAWING PART MARK LOCATION LOCATION ROOF SECONDARY WALLRoo BRACE °`"�R UU-UTTTTT U UTT-TT C -- — ADJUST. CODES D ,. ROD SLOT BACKINGINPOIIIIIIPIIBADJUST. CODES PLATE MAY EXIST Illitiiiii‘,/ GAGE GAGE 11,14111'11- -- EIGHTHSI HTHSFvacE�A E INCHES LENGTHINCHE LENGTH 1 3 , , " (CFR-)OR(Ire-1 millimeters W B CLP REM)W/ FEET(millimeters) THICK FLANGES FLANGE BRACE WILL TYPICALLY T T T T HARDWARE INSTALLED CONNECT rD rr£WEB OF,, SHAPE SHAP IN THIS ORDER: rRANE ME11eER.. b PTH DEPTH HILLSIDE WASHER ',. COUNT " BAY NUMBER FLAT WASHER "B" �/ .—L CANOPY (C)/PARTITION(P)/ FLAT WASHER "A" ALTERNATE CONNECTIONS HEX NUT / DEPTH SHAPE GAGE DEPTH SHAPE GAGE ROOF(R)/WALL(W) NUMBER FLANGE BRACE REQUIREMENTS: 07 = 7" -Z = ZEE 11 = 0.113 07 = 7" ZS = ZEE 11 = 0.113 OS = 8 1/2" C = CEE 12 = 0.098 WASHERS RULE11- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. E = LOW EAVE STRUT 08 = 8 1/2" CS = CEE 12 = 0.698 BUILDING SHAPE 10 = 10" 13 = 0.088 ROD DIA. NUT A B HILLSIDE RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON H = HIGH EAVE STRUT 10 = 10" ES = LOW-EAVE STRUT 13 =0.088 3/8" 095321 096408 46040 043657 11 = 11 1/2" 14 = 0.079 HS = HIGH SAVE STRUT CROSS SECTION IS NOT ACCOMPANIED BY (2). 11 =.11 1/2" 14 = 0.079 1/2" 095230 095872 095946 043657 RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB 15 = 0.073 BB = BACK TO BACK CEE 15 = 0.073 THE BAY/BUNDLE CODE IDENTIFIES 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 043658 RULE{}4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE 17 - 0.060 FF= FACE TO FACE CEE 16 = 0.068 THE BUILDING CANOPY/PARTITION/ 7/8` 095237 095947 095948 043658 CENTER OF THE BUILDING. 17 = 0.060 PL 1" 095238 095948 095949 043659 RULE#5- WHENEVER POSSIBLE,E FRWEPBL CE ALL SINGLE BRACES ON THE SAME ROOF/WALL f ANE AND BAY OF1 1/8" 095239 095949 095949 043659 ** 10"& 11 1/2"PURLINS REQUIRE 3 BOLTS AT EACH END OF PURUN LAP. Nov.moos/1010 inov."A°' ROD BRACING THRU ROD SLOT NV°""°VoMoo"`".... TYPICAL FLANGE BRACE CONNECTIONS REV.DATE:07/01/PF TWA PO•w SECONDARY PART MARK NUMBER PER ME: OVIR/0"IREV.NO.CO, SPECIAL SECONDARY PART MARK KEY Nov.o"o6trn^'I.,lox T SECONDARY BUNDLE LOCATION KEY BRO2H1 COLUMN SHOWN / RAFTER SIMILAR BRO6AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN EN51B1 COMMON GENERATED MARK NUMBERS EN51B2 COMMON GENERATED MARK NUMBERS EN51B3 ALL SECONDARY DEPTHS - _ GIRT CLIP - (BOLTED)(WELDED) ERECTION NOTE: ' CORNER (PG1) (GCI) AT 7"GRT CHANNEL BRACES THAT END AT A PURLIN 2 1/2" 2 5/8" COLUMN (PG1) (GCI) AT 8 1/2" GIRT WEB, BUT DO NOT HAVE TABS TO BEND AND (OCD_) (GCA) AT 10"GRT SECURE. INSERT CLIP (544015) THROUGH {CCD_) (GCA} AT 11 1/Z GIRT WEB SLOTS AND USE A DROP PIN TO ATTACH ENDWALL GIRT \/ TO CHANNEL BRACE. ZEE GIRT SHOWN 4---.. 1 CEE GIRT SIMILAR \ (1) 1/4" X 6 1/4" DROP PIN 097556 SIDEWALL GIRT ( ) (2) 1/4-14 x 1 1/4" ZEE GIRT SHOWN - - CEE GRT SIMILAR �_ `� \ STRUCT. SCREWS 48" m � � ; \\ (55307) \ LIP---\ �� :i1.1.("6„,,,:',>'.°/. I EI �I �!1�VARIABLCORNER2t - CLIP �I (VCG_) 1I�41.1 P FRAME tS b fL GIRT DEPTH 7" SW GIRT I CO' _�J� I 9 1/4"AT 8 1/2"SW GIRT WEB ENDING CUP \_ 1.2 1/2`' - 2 5/B� 1'-0 1/4"AT 11 1/2"SW GIRT (0544015) v "````111111 1'-0 1/4"AT 10" SW GIRT DIM A: PURLIN GIRT FILLER ANGLE PUNCHED 1'-0"AT 7"Sc 8 1/2'GIRTS ' (GFAP_) ATTACH TOP FLANGE 1'-3"AT 10"&11 1/2"GIRTS W/(3)55307(FIELD NOTCH OR GREATER FOR SPECIAL FRAME USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE LEG OF GFAP_AT VCC_PLATE) SETBACKS. DOES LINE UP WMTH THE DOES NOT LINE UP WITH ALIGN HOLES IN GFAP_W/GIRT HOLES, SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURUN WEB. THEN FIELD CUT GFAP_AT CORNER(IF REO'D). REV.DAM m/oi/ANIREY.NO.00 PURLIN AND GIRT SIZES REV.°ATEiOB^°n*)REY NO.02 GIRT CONN. AT CORNER COLUMN REV*"'"ro+AA I+E".""."_ CHANNEL BRACE ENDING AT PURLIN WEB EN53F1 8 1/2" 216mm WS12N2 ANY OUTSET GIRT AT EW, ANY GIRT AT SW BRO9JR WEB ENDING CUP WITH DROP PIN • AU E& • AZIP 4, A. Ix O) z *0 Are 130 +f*4.47. 9 tc,4' 4' 'R'A ' fE F /O AL. • • 2/26/2016 FOR CONSTRUCTION THE VP ENGINEER'S SEAL APPLIES ONLY I HIS DRAWING,INCLUDING 1 HE INFORMAL ION HEREON,ROAMS I Ht PROPER I Y OF 1.UNLESS NOTED,USE 1/2 X 1 1/2 A325-N BOLT(49080)AND NUT(47120) TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED - VP Buildings W/O WASHERS.SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED,REPRODUCED 3200 Players Club Circle Memphis TN 38125 WALL SECONDARY SEDFS 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 - • STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION VP ENGINEER'S SEAL DOES NOT APPLY BUILDINGS. REV DATE BY DESCRPTION BOLDER SOB# Commercial Design Consultants 15-022921-01 ., OF WALL AND ROOF SHEETS. 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 Servicesri 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 LOCATION Everett,Washington VP BUILDINGS 2/18/2016 FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS WRCORRUDE, DRAWwcHECK DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Boeing Glyn Load/Unload Canopy DWM COOP REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS BOLDERSPD# 15-1208 VPC VERSION: 2015.2c PA 17/ 3, 2/18/2016 SEDSheet 12:49:25 FLE""F''e Boeing Glycol Load and Unload Canopy &am Ofl DI ueS opO Bu&7s NorthAmBrie,w.