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

ROOF PANELS Must BE ATTACH TO sue END FRAME INT. FRAME INT. FRAME INT. FRAME ,,, BRACE �FRAAIE BRACE - PURLINS WITH CLIPS OR FASTENERS USE (1) 11/32" X 1 1/4" USE (2) 1/2" LOCATION LOCATION ROOF q AT STANDARD LOCATIONS. ROOF GALV. HEX NUTS ( END BAY INTERIOR BAY -- -SECONDARY II PANELS 00 NOT ATTACH TO sue UAMes. T-45 GRAY SCRUBOLT D97352) MEMBER SCRUBOLT NUT (097267) f)4712UT LOCATE STANDARD PURLIN HEAD OF SCRUBOLT TO `1) NUT ON EACH (1) PURUN BRACE SIDE OF PURUN 0 3 o- o (1).PURUN BRACE BE ON OUTSIDE OF CHANNEL 0 7 0 0 PURUN OR EAVE STRUT USE TOP HOLE OF CHANNEL IIIPMIIIIIINIIII ANTI-ROLL CLIP (6) CNR4L FASTENER we PURUN IF PRESENT. (2) PURUN BRACE_ 3 3 0 0 (2) PURUN BRACE " �ENOWALL RAFTER STRUCTURAL TYPICAL CHANNELS o 3 o WF1EN SUPPORT CEE 1:EE sopor, (3) PURUN BRACE - FIANGE BRACE SPLICE IS REQUIRE ] 3 3 O CHANNELS CLP REM)W/ (DFB-)OR grO-.) CHANNELS THKX FLANGES RANGE BRACE WILL TYPICALLY STANDARD PURUN (4) PURLIN BRACE CONNECT To TIC WEB of TIE �_ - 3 - 1 3 3 (4) PURLIN BRACENil 3 ] 3 3 fRAME A€xeER. z L SECTION 'A' 4111*.(1. � CHANNELS CHANNELS _ -if SUB PLNRLIA_ 4 TYPICAL a 0 ~ T1'.. � PURLIN � '- ' CLUSTER �� 1-� CLUSTER ALTERwaC CANNECRONS .� 1112 STANDARD PU�M I� STANDARD NOTES. STANDARD NOTES.FLANGE BRACE REQUIREMENTS: (4)�a-tA.t 1/a• L�^ - PURLINS HAVE-CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURUNS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. STRUCTURAL FASTENER �):4 THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. SUB PURLIN (95307)TYRCAI. �, EAVE PURLIN BRACE I �'I 0 - DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. 0'- DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON EAVE STRUT (PBA-) AT 8 1/2", 10", CROSS SECTION IS NOT ACCOMPANIED BY (2). BRACE STRAP , 11 1/2" PURLINS. ] - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB ONTO STRUT (ESBS1) AT 8 1/2", (NOT REQ. AT 7" PURLIN SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. WHEN PART MARK IS ACCOMPANIED BY(2). L i @ 10" 11 1/2" EAVE STRUT TO 7" EAVE RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE I STRUT) CENTER OF THE BUILDING. - I sue JAMB LOCATION - (JCP051050) AT 7" EAVE STRUT - 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 PER DESIGN AVE STRUT SIDE OF THE FRAME WEB. II - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER UN 10"& 11 1/2"PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. "eL woo cP/°'A°'IAm BOO TYPICAL FLANGE BRACE CONNECTIONS R..omeonfa'/°°Im"GOO CORNER ZONE BRACING REV DATER/O7/I3IREv No.DA EAVE BRACE STRAP AND EAVE PURLIN BRACE R"'°'T`°'A°'A"I`B""D'1e PURLIN BRACE CLUSTER LOCATION BOA.NULUUIot/OOIIBV.NJ'' PURLIN BRACE CLUSTER LOCATION BRO6AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURUN BRO9HF ROOF PLAN VIEW (GEE SUPPORT) BRO9K2 LOCATED AT EAVE - CENTERLINE OF FRAME BRO9RY END BAY CHANNELLOCATION BRO9RZ INTERIOR BAY CHANNEL LOCATION ERECTION DRAWING PART MARK i-tel 1 EPC2 OR EPC3 U T T-T T U U T T T T C 21/2- 2 5/8° WELDED CLIP CONNECTION i.1$ I ADJUST. CODES } ALT. CONNECTION 8� ADJUST. CODES r ¢' GAGE GAGE I yI t� �0005 - HTH INCHE LENGTH 1 W 1 B 3 fgPr IN ■ . T . millimeters (millimeters) T T T 1 ES SHAPE SHAPE I I \ dP� I PTH II PTH BAY NUMBER ,�• m e°`' • NTR UP �, CANOPY (C)/PARTITION(P)/ PG, GDP(BOLTED) k" DEPTH SHAPE CAGE DEPTH SHAPE CAGE ROOF(R)/WALL(W) NUMBER L . 11/ /• 1 07 =7" Z = ZEE 11 = 0.113 08 =8 1/2" C =CEE 12 = 0.098 07 =7" ZS = ZEE 11 = 0.113 T 1D = 10' E = LOW EAVE STRUT 13= 0.088 08=8 1/2" CS = CEE 12 = 0.098 BUILDING SHAPE 01- 1l I H = HIGH EAVE STRUT 10 = 10° ES - LOW EAVE STRUT 13 - 0.088 11 = 11 1/2" 14=0.079 HS - HIGH EAVE STRUT 15 = 0.073 Ti = 11 1/2" BB = BACK TO BACK CEE 14 = 0.079 2 1/2" L2 5/8" _. 1 ! 16 = 0.068 FB = FACE TO BACK CEE --15 = 0.073 THE BAY/BUNDLE CODE IDENTIFIES ,- 17 - 0.060 FF= FACE TO FACE CEE 16 — 0.066 THE BUILDING CANOPY/PARTITION/ , BOL TED CUP�CONNECTION 17 - 6.060 ROOF/WALL PLANE AND BAY - (REFER TO CROSS SECTION) ALT. CONNECTION 7"&8 1/2"PURUNS REV. WE: 0'AO'A°'IREV NO.CO SECONDARY PART MARK NUMBER Pe''D4°O'AD.A0°1..NM CO SPECIAL SECONDARY PART MARK KEY REW,0/0.01n+A0 h."R+°I SECONDARY BUNDLE LOCATION KEY r"-""A"1"A'•"900 PURLIN AND GIRT SIZES "E"''''' R'A" "-4'Xb°t PURLIN CONNECTION AT'INTERIOR FRAME - ENS1B1 COMMON GENERATED MARK NUMBERS EN51B2 COMMON GENERATED MARK NUMBERS EN51B3 ALL SECONDARY DEPTHS - EN53F1 8 1/2" 216mm RS01T1 CONTINUOUS PURUNS GC) Al'7"/8 1/2"(WELDED) 7" T 1/2" NOTE SHIM PLATE EPC3 AT 10"/11 1/2" (WELDED) PURLIN1/2PURUN j///- �.1/ \ PG1 CUP(BOLTED) - ALL DEPTHS EPC2 EPC3 PURLIN PC27 ARC1 PURUN `� STRUT (4)1/2°A307 THIN ONLY R D'D. ROOF RANGEPITNUMBERPMBE I REFER TO CROSS SECTION. WHEN CALLED .25 TO 1.99 N/A f ® I EAVE STRUT HEAD BOLT(096636) OUT ON FRAME T ,p 1 ALT. CONNECTIONS BRACE STRAP Az NUT(095032) CROSS SECTION 2.0 TO 2.49 N/A 1 < 1 ENDBAY `__ _� (ESBS1) 0 2.5 TO 3.49 ESH1 ! ROOF Itl 3.5 TO 4.00 ESH2 \ PURUN SECTION "A" SECTION "A" Op SHIM PLATE -- WELDED CLIP BOLTED CUP ' / (SEE CHART) cE Pi> 1 1 t *t FR14 EY 5�A SHIM PLATE �I�� , PLATE ' .- REFER TO ERECTION DRAWINGS �A� BA (SEE CHART) II �� (EAP2} 4111j41 � i �. W vr #may FOR ALL CLIP MARK NUMBER j ` 7777 Aa: 7o AND LOCATIONS. 5 ■ `t 1'} Ai .... . 0 0, 9 �j''II S10EWALL f/, Ci,PLATE CR SOLDIER S Aq.(EAPt) \ ROOF BEAM COLUMN—� ROOF BEAM ` 1 ;.i7ORB1/2\/ SOLDIER COLUMN 47 ''FNp PURLINSSHIM PLATEy 11111 -4� ' ROOF PITCH PARTBOLT EAVE STRUT ANDPa"E' RANGE NUMBER, BOLT EAVE STRUT AND EAP2 PLATE 70 FRAME W/ `i A ,r /��c3 tY , .25 TO 1.99 N/A EAP1 PLATE TO FRAME W/. '1,1.-- (6)1/2"X2" ,�eif'►t,,. d`' S� �',S 2.0 TO 249 N/A *' ' 2.5 TO 3.49 ESHt A325/BOLT(097280) soh...... A325 BOLT(097280) RAKE BEAM �\ O vi.'.‘.-N.,*..R- ...,\ �JF,� ao q'.. oJS �,► RAFTER 3.5 TO 4.00 ESH2 `k"ii T 11 3"AAT 10°&11/1/2 2"OUTSET 2/25/2016 H LOW EAVE STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS. LOW EAVE STRUT SHOWN- HIGH EAVE STRUT USES SIMILAR PARTS. NOV,°QER3/OY/te IREV.N0.01 PURLIN CONNECTION TO END FRAME NOV DAIE'DBnAnA DREW.HO.a ANTI-ROLL PURLIN CLIPS Nev.UOIRB0/OR03 Inv.NO.04 EAVE STRUT W/ ATTACHMENT PLATE R`WQO' 'BAT2"l'°'"0°2 SAVE STRUT W/ ATTACHMENT PLATE RSO2T CONTINUOUS PURLINS RSO3J1 WHEN REQUIRED BY DESIGN RS12PE ' INTERIOR FRAME RS12PF END FRAME FOR CONSTRUCTION 1.UNLESS NOTED,USE 1/2 X 1 1/2 A32S N BOLT(49080)AND NUT(47120) THE VP ENGINEERS SEAL APPLIES ONLY I HIS UTAW NM,INGLUUING I Ht INI-U14MAI ION HEREON,REMAINS I HE PROPER I Y Ol- t F VP Buildings W/O WASHERS.SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. DESIGN AND PERFORMANCETO THE WORK PRODUCT OF AND ERECTINGBUILDING IN THE APPLICABLE PURCHASE ORDER ANDBE SHALL NOTMODIFIED,REPRODUCED 3200 Players Club Circle Memphis TN 38125 ROOF SECONDARY SED'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 BULDER �y U STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION VP ENGINEER'S SEAL DOES NOT APPLY BUILDINGS. REV DATE BY DESCRPTION 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 CUST°MER Boeing Commerdal 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 LOCII KON Everett.Washington VP BUILDINGS 3/28/2015 FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS DRAWNCHECK - 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. BUILDERS Pae PAs NTS 15-1208 VP6 VERSION: 2015.2c 12/a 5, 2/19/2016 SEDSheet 1638:58 FLENAME Boeing Skydrol Mule Storage a&AAmon ofBgeS1UPe BueRO NAM Artenca,Pc.