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

ERECTION NOTE: AT EAVE STRUT BEND PBA TABS ;LNU tHAML INI. I-KAML IN I. t NAME IN I. tAAM:: • BRACE g FRAME BRACE . AND USE (2)11/32" X 1 1/4" T-45 GRAY CL CL LOGAEON 10CR/I3N ROOF - SCRUBOLT (097352) AND SCRUBOLT NUT(097267) END BAY I INTERIOR BAY SECONDARY WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER MEMBER CHANNEL BRACE OR THE SLOTS IN THE PURUN WEB FOR (HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT) ( (1) PURLIN BRACE 1 PURLIN BRACE A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD EAVE PURLIN SEE FACE OF C ] O O 0 ] 0 0 ( ) THE PURUN WEB AND USE A SELF-DRILLER (55307) TO ATTACH. CHANNEL BRACE ASSY. EAVE STRUT VIEW CHANNEL IIEIMIIIIPIINII +, r (PBA-) FOR TAB ATTACHMENT (2) PURUN BRACE_ J ] 0 0 (2) 1/4-14 x 1 1/4" �.! CHANNELS (2) PURLIN BRACE_ 0 ] ] 0 FUNGE E (2) 1/4-14 x 1 1/4" STRUCT. SCREWS \ 3 N144%tN%10.166.. (3)PURLIN BRACE ] ] ] O CHANNELS a CLP REO'D W/ (Cr9-)0R'HEB-) STRUCT. SCREWS (55307) CHANNELS THICK FLANGES FLANGE BRACE WILL Y (55307) ► (4) PURLIN BRACE (4) PURLIN BRACECONNECT TO TIE WEB OF THEFRAME MEMBER. CHANNELS `] ] ] ] CHANNELS ] ] ] ] � \ HANNEL \ CHANNEL FACE OF / BRACE BRACE EAVE STRUT ggiF # N . :. _ 1.4 (CPB-} (CPB-) 3" TYPICAL 3" TYPICAL ALTERNATE CONNECTIONS ', CLUSTER CLUSTER /�,�— STANDARD NOTES: t STANDARD NOTES: FLANGE BRACE REQUIREMENTS: • _L ' - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. �a �\1� THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: EAVE RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON � '� USE (2) 1/2" GALV. HEX STRUT 0 DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. 0 - DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION, ill CROSS SECTION IS NOT ACCOMPANIED BY (2). \ _J, �— NUTS EACH SI)) LOCATE (1) '! RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB PURUN NUT SIDE OF PURUN , - 1 —INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 1 - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. WHEN PART MARK IS ACCOMPANIED BY (2). AVE PURUN SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. RULE/14- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE BRACE ASSY. CENTER OF THE BUILDING. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME DOES LINE UP WITH THE DOES NOT LINE UP WITH • PURLIN (PBA-)(TYP.) SIDE OF THE FRAME WEB. SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB. NOTE: SEE ERECTION DRAWINGS _ CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER FOR LOCATION ** 10"& 11 1/2"PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. FOR LOW OR HIGH EAVE LOCATIONS. PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. Rev. Q'/OR/ORI"LNNO00 TYPICAL FLANGE BRACE CONNECTIONS DEVIATED/m/0IIA.Ram; CHANNEL BRACE ENDING AT PURLIN WEB REV ORT['R'/Lb/1211EVNR°N EAVE STRUT BRACE REV.wre5T/01/ORIWV.NO.00 PURLIN BRACE CLUSTER LOCATION RN.PAT0NUm/aN)RLY.NO.00 PURLIN BRACE CLUSTER LOCATION am BRO6AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BRO9JG € SELF-DRILLER WITH BENT TABS BRO9K5 BRO9RY END BAY CHANNEL LOCATION • BRO9RZ INTERIOR BAY CHANNEL LOCATION ERECTION DRAWING PART MARK LTTT-TT U LITT-TT C X2 ,/2" 25/8" sv2"CEE ADJUST. CODES ADJUST. CODES P r 00108JS1801214 GIRT FILLER ANGLE(GFA-) GAGE GAGE BL I HTH I H J v4-14X11/4" 12-24[ /A325BOLTS " (2)12"`X11,2• STRUCT FSNR IN H NGTH INCHE` LENGTH 1 W1 3 (millimeters) millimeters T B� I SHAPE SHAPE ( N PTH PT BAY NUMBER 48" 0 0 •LINT LIP CANOPY (C)/PARTITION(P)/ 0 2\i,l' 0 DEPT71 SHAPE GAGEDEPTH SHAPE GAGE ROOF(R)/WALL(W) NUMBER 07 = 7" Z = ZEE 11 = 0.113 OS = 8 1/2" C = CEE (2 = 0.098 07 - 7 ZS = ZEE 11 = 0.113 1 10 = 10" E = LOW EAVE STRUT 13 = 6.086 08 = 8 1/2" CS = GEE 12 = 0.098 612, H - HIGH EAVE STRUT 10 = 10" ES= LOW EAVE STRUT 13 = 0.088 BUILDING SHAPE PURLIN 11 = 11 1/2' 14 = 0.079 . HS = HIGH EAVE STRUT 77 = 11 1/2" 14 =0.079 2 1/2" 2 s/s" IBENTCUP \(2Il:NXITQ.BB = BACK TO BACK CEE THE BAY/BUNDLE CODE IDENTIFIESGCE052072 T FB= FACE TO BACK CEE 15 =0.073 17 - 0.060 'FF= FACE TO FACE CEE 16= 0.668 THE BUILDING CANOPY/PARTITION/ 1'-°° 17 - 0.060 ROOF/WALL PLANE AND BAY REV.WE:m/m/S=IRES.NO.00 SECONDARY PART MARK NUMBER '�`RAiEO'Am/NRIREY.NN'' SPECIAL SECONDARY PART MARK KEY REV.NATE:R1n1m IREv.Nam SECONDARY BUNDLE LOCATION KEY REV.0.4E0J/01/0BI'N"NO.00 PURLIN AND GIRT SIZES I FLUSH PURLINS AT OUTSET END FRAME EN51B1 COMMON GENERATED MARK NUMBERS EN51B2 COMMON GENERATED MARK NUMBERS EN51B3 ALL SECONDARY DEPTHS EN53F1 8 1/2" 216mm RS1OXD _ NOTES: NOTES: OPTION OPTION • ALL CONNECTIONS 1/2" X 1 1/2" A325 BOLTS(49080) TYPICAL U.N. A ALL CONNECTIONS 1/2" X 1 1/2" A325 BOLTS (49080) TYPICAL U.N. FOR FDA UP TO 9'x 9'USE(3)1/4"-14 x 1 1/4" FOR.FO's UP TO 9'X 9'USE(3)1/4"-14 X 1 1/4' • '* EAVE STRUCTURAL CONN. 1/2" X 1 1/4" THIN HD A307 BOLT. **EAVE STRUCT. CONN. 1/2" X 1 1/4" A307 THIN HD BOLTS (096336). MS(55307)LOCATED APPROX AS SHOWN. SOS(55307)LOCATED APPROX AS SHOWN * TRIM ANGLE ONLY REQUIRED WHEN CALLED A EAVE STRUCTURA NO CLOSER THAN 3/8"FROM EDGE NO CLOSER THAN 3/8'FROM EDGE CLIP OR HOLES.SCREW SPACING NOT OF CLIP OR HOLES.SCREW SPACING NOT FOR ON THE ERECTION DRAWINGS. AIN BUILDING LESS THAN 3/4"APART. LESS THAN 3/4"APART. A EAVE STRU "IGGYBACK CANOPY EAVE —_ A MAIN BUILDING ��,�—_� FIG O° " DIAMETER HOLES PI ZEE LOCATE AND DRILL GIRT/IBS pot- STRUCTURAL GCB- CLIP EAVE STRUT -••••••• GCB- CLIP 0 \ o TO ATTACH JAMS(2)1/2"X 1 1/2" --��(WELDED) ALSO (WELDED) OR P01 '4 x325 BOLT(49080) 0 .. "--.". GCE- CLIP �} ACTING AS GCB- CUP-�' GCE- CLIP 0 � / e �� SINGLE JAMB (BOLTED) STIFFENER (WELDED ,..2.0..l.3.2................-Awa, GCB- CLIP T ALSO A TS AS�' , t �� • O •;(WELDED STIFFENER - :.r�� • 10 JAMB BASE NJ., PG10 —�� MAIN FRAME CLIP `,_.►�_ COLUMN OR 1 4 14 x 1 1/4" A ‘00 GIRT - (2) 1/2" A307 THIN �L �+YRAFTER - S/TRUCT. FSNR. (55307) � ElF HEAD BOLT 096636 (I'/ ZEE GIRT � C.`— PIGGYBACK OPTIONAL MAW FRAME T-0" 0.C. • "" SE VA)) &NUT(095032) ' �Ir:: 1 T A '�"TRIM CANOPY 8 F GR �"ANIX.E 1/4"-14 x 1 1 4" SOFFIT PANEL - COLUMN OR OPTIONAL SOFFIT PANEL ` II @y., r d/ RAFTER �kV I0IN FIELD LOCATE AND DRILL(2)9/16' "�{.- ...t (Ta-) STRUCT. FSNR. (55307) PIGGYBACK CANOPY EXTENSION _ / -"I DIAMETER HOLES IN ZEE GIRT ( L/ 1'-0" O.C. ZEE GIRT k / ra ATTACH JnMa z)1/2'x 1 1/2" I } "A 0 SEE FRAME CROSS SECTION FOR DIM. \ A325 BOLT(49080 PIGGYBACK CANOPY EXTENSION I I (JAMB SUPPORT \ ,A A /� '. i=4 Q SEE FRAME CROSS SECTION FOR DIM. /-MAIN BUILDING MAIN BUILDING I I EAVE STRUCTURAL GIRT) \\\/// II DOUBLE JAMB ' �/ fOjRT �` ...d EAVE STRUT AT EAVE STRUT AT (2)1/2"A307 THIN CONNECTION I / S �vA RAKE EXTENSION \\\ ' SINGLE 8FF 11DN *� te t. RAKE EXTENSION HEAO BOLT(096636) /.___ 0 0_ 0 0 o a o I o I I V &@UT(095032) I DoueLE F�W��op 0 i'4.47 '9� + 40 O O 0 0 0 0 0 0 POLI I JAMB CAN BE 1 1/2"DEEPER — JAMB CAN BE 7 1/2"DEEPER 4• E \ THAN THE JAMB SUPPORT GIRT. L *WM* (ONLY EXCEPTION: 11 1 2"JAMB THAN THE JAMB 1/2" GIRT, . - �r I- D CAN BE USED W/8 1/2"GIRT) I (ONLY EXCEPTION; 11 1/2"JAMB - fONA 1� MAIN BUILDING MAIN BUILDINGJ CAN BE USED W/B 1/2'GIRT) 1�M EAVE STRUT EAVE STRUT iiiiiiI AUGN JAMB AND GIRT AT BL. EQUAL 3" EQUAL ALIGN JAMB AND GIRT AT BL. SECTION A-A SECTION A-A EAVE AT FLOATING ROOF PANEL P01 CUP =3 3/4' AT 7. 8 1/2".10'GIRTS Q PG1 CUP= 3 3/4"AT 7",8 1/2",10"ORTS SECTION A-A PGV1067 CLIP - 4 3/4" AT 11 1/2" GIRTS SECTION A-A PGV1067 CUP= 4 3/4" AT 11 1/2"GIRTS 2/26/2016 REV.0AIE:0010/14'FEY.NOW PIGGYBACK CANOPY RLC.DATE,09/I0/1A)REV.N0.00 PIGGYBACK CANOPY REV.IMTENI/30/15 IRE,NO.03 JAMB TO GIRT REV.RATC74/01/IS IREv.Na W - JAMB BASE TO GIRT " RSVO01 ALL PURLIN DEPTHS - LOW EAVE RSV003 ALL PURLIN DEPTHS - HIGH EAVE WS20B2 SINGLE OR DOUBLE JAMB. ANY ZEE GIRT WS2OH2 ALL JAMB AND GIRT DEPTHS FOR CONSTRUCTION THE VP ENGINEER'S SEAL APPLIES ONLY I HIS DRAWING,INCLUUINU I HE INI-ORMAi ION HEREON,REMAINS I HE 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 ROOF SECONDARY SEDRS 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 DESCRPTRN BOLDER Commercial Design Consultantsri JOB - OF WALL AND ROOF SHEETS. TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATECUSTOMER 15-022921-01 1 2/18/2016 DWVI FINAL DRAWINGS Boeing Shared Services 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 DRAWN/CHECK • DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPERERECTION, PROJECT Boeing Glycol Load/Unload Canopy DGV�JM�OP REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS BOLDER'SPOk 15-1208 VPCVERsaN: 2015.2c PA 1\\1/�� 2/18/2016 SEDSheet 12:49:20 FLENVME:Boeing Glycol Load and Unload Canopy PEMNIOnaOOASNNPNBI:IOReNNmB1Am0,NN•H0.