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3003 W CASINO RD BLDG 45-63 2019-07-16
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3003 W CASINO RD BLDG 45-63 2019-07-16
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7/16/2019 8:11:52 AM
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7/16/2019 8:11:45 AM
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Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 45-63
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RAKE FASCIA EAVE GUTTER(EG-) SEE RC3BE_ FOR GUTTER STRAP - • <br /> (RKF-) CUT AND TAB HOLE IN � ATTACHMENT (3)SSR FIXED CUPS <br /> EAVE GUTTER(EG-) (80018 WITH INS LESS THAN 4") <br /> SEAL NIPPLE TO GUTTER (80048 WITH INS 4"AND GRTR.) <br /> PANEL RIB FILLER �� (80048 WITH R-BOARD WITH BLANKETA INS.) <br /> (FPRF1)FASTEN IN BIRD STOP(BSI) CONNECTION WITH BRONZE ' - (80016 WITH R-BOARD WITH OUT BLANKET INS.) <br /> RIVET W/4 PDP ' FASTEN IN PLACE TUBE SEALANT(80507) • (80048 WITH SUPER BLOCK) <br /> V` W/4 POP RIVETS DOWNSPOUT NIPPLE GGC (80028BLOCK) <br /> ' RIVETS ' `� WITH THERMAL- <br /> / (DNI)FASTEN IN ' -4:y•••/.." 3/B"CONT. BEAD <br /> � DOWNSPOUT STRAP EAVE GUTTER W/ SKINNING SEALANT <br /> 44 <br /> (0571) FASTEN TO 8 POP RIVETS <br /> \.' <br /> STITCH <br /> ODF �� �' (80507) <br /> `� / GUTTER CLOSURE WALL PANEL WITH - <br /> y .:.,,,- (GGC-)FASTEN IN 1/4-14x 7/8'°WALLmil1S�i� (5 PER PANEL) �� / <br /> W 70 POP STITCH FSNR BEND ,- '� I` GUTTER STRA' \ el- <br /> PLACE / /�/ <br /> / TAB TO SECURE BOTH (STR4S `yp � '/' '�� <br /> A RIVETS HALVES OF STRAP '\'. <br /> (DST1).TOGETHER ` - .F- . e4 <br /> �1 � �• ` �• Y6�MP 3/4' GAP *%'' MM <br /> Z STRAPS PER i- CHANNEL PURLIN BRACE(CPB-) <br /> METAL CORNER 2/ SEAL INSIDE 10'SECTION OF (NOT REDUIRED WITH TRUSS <br /> /2., ` PERIMETER OF DOWNSPOUT ,,,,/ DOWNSPOUT(CP510) I LAP EAVE GUTTER t <br /> CAP MCC1 W/ \ , CLOSURE W/ FASTEN TO DOWNSPOUT OR JOIST) 3" AND FASTEN <br /> 8 POP RIVETS BRONZE TUBE ELBOW W/3 POP WITH (9)1/8"POP <br /> SEALANT - DOWNSPOUT ELBOW(TYP) RIVETS EAVE "LRLN BRACE ASSEMBLY(PBA-) RIVETS <br /> CUT AWAY (80507) (5CE75) FASTEN TO PANEL CLOSURE GUTTER EAVE STRUT <br /> SHADED AREA DOWNSPOUT W/2 POP ANGLE (PCA-) <br /> 45" RIVETS SEE ERECTION DINGS 0. EAVE GUTTER <br /> j�%/,. CAVE GUTTER(EG-) FOR QUANTITY OF - FIELD FABRICATE 1. FIXED CLIPS ARE MARKED WITH SEE RSO3J1 (EG-) <br /> I 14. GUTTER JOINT COVER PAINTED TAB FOR EASY IDENTIFICATION <br /> 2,SEE SECONDARY ROOF ERECTION DRAWING FOR SECONDARY TO <br /> NOTCH DETAIL FOR PBA- AND CPB- PART MARK NUMBERS FRAME CUP. REQUIRED AT <br /> A-A - AND FIXED CLIP LOCATION. SSR FIXED CUP LOCATIONS <br /> REV.OATH 0/07/14[REV.Na OD EAVE GUI TER CORNER ASSEMBLY REV'DATE:10/22/12(REV.Na 03: DOWNSPOUT ASSEMBLY RE.OM07/01/00[RE"-MOO SSR EAVE GUTTER EXPANSION JOINT REV.0ATE1211aro IREV,RO.OA SSR FIXED CLIP REV.DA1E03/aT/1S IIEV.Nam TRIM SPLICES <br /> RC38N1 ALL SYSTEMS RC38R1 ALL SYSTEMS (WITH CANOPY) RC61A6 FOR BUILDING OVER 160' IN LENGTH RC62C1 BLANKET. S-BLOCK. 1-BLOCK AND R-BOARD RCV324 EAVE GUTTER SPLICE • <br /> - <br /> ENDWALL lf. RAKE CHANNEL INSIDE CLOSURE 1/4-14 x 7/8"WALL 1/4-14 x 7/8"WALL <br /> (RKC--)AT 8 1/2"PURLINS 1/4-14 x7/8- WALL STITCH - 1 FACE OF PR(80130) STITCH FSNR STITCH FSNR <br /> I (RKCB--) AT 10"PURUNS FSNR.1 PER GIRT SPACE ,;, 12-14 x 1 1/4" WALL PANEL BOTTOM OF SSR(80135) FACE OF 1'-0"d.C. 1'-0"O.C. <br /> I (RKCH_)AT 11 1/2"PURUNS 2 FSNRS REVD WHEN SPACE 1f� 'WALL STRUCT HOUR (HWItFC) _WAIL PANEL <br /> I ROOF SHEET SLR II (NOT RECO.) BOTTOM OF <br /> EXCEEDS 6'-0" FSNR.* B ROOF SHEET <br /> _ 1 1 PER FOOT 1/2" CLEARANCE <br /> BETWEEN ROOF 1/2" CLEARANCE <br /> l'. / AND WALL PANEL W.P. BETWEEN ROOF W.P. <br /> III <br /> A'OLITSIDE FNCE AND WALL PANELIII INTERMEDIATE x <br /> FASTEN RAKE WALL GIRT OF WALL PANE.—+ OFWALL PANEL 1 <br /> EAVE OR i <br /> CHANNEL LAPS h RAKE MEMBER */` <br /> 1/4-1WITH 42X 1 7/4` 0 p "' Trt— EAVE STRUT <br /> STRUCTURAL FASTENER EAVE STRUT rt <br /> (55307) z - X12-14 z 1 1/4" <br /> =1 WALL STRUCT *12-14 x 1 1/4" S 1/4-14 x 7/8"WALL <br /> cc <br /> a i PERF00T 2A`R FUOT t� PANEL RIB • STIQ HOFCBNR' O ?tRF00T ®VR & RPR OUTSIDECLOSURE / <br /> 0/Y� II/ <br /> PANEL RIB{80140) \ <br /> • <br /> PANEL CLOSURE VEE RIB(80362) <br /> -- BASE MEMBER I \ ANGLE(PCA-) RPR(80130) <br /> TRIM ANGLF SL(8035812-14 x 1 1 4" (TA10) 1111011 <br /> r "AKE WALL STRUCTURAL FASTENER FWALL SNR.*TRUC7 WA_LV ORLRPR FlLLER <br /> CHANNEL (55307) PR, VR, RPR TRIM CORNER TRIM <br /> 1 PER FOOT 1�' WALL PAN0. <br /> PANEL SIDELAP - (AFT-) (CTE-) <br /> 4011 • <br /> REUSE 12-14 x 1 7/8"FASTENER WHEN <br /> BLANKET INSULATION THICKNESS IS *USE 12-14 x 1 7/8" FSNR IF - - <br /> - GREATER THAN 4" INSULATION THICKNESS IS > 4" <br /> REV,aNTE07/19/Ia Ilk,Na 02 REV-DATE.OI/07/13 IRS,Na 01 REV.DATE:I I/OS/IS[REV.N0,01 REV,DA1E:09/1a/15[REV-Na 03 REV.0A1E0T/01/00 REV,w.DD <br /> RAKE CHANNEL TO PURLIN VEE RIB WALL PR, VR & R?R WALL AT EAVE WALL AT CANOPY ROOF I OUTSIDE CORNER TRIM <br /> RS1OL5 SSR, HOUR, SLR II - PURUN (METAL WALLS) WCO4H1 • FASTENER PATTERNS WC11F1 STANDARD SAVE PURLIN WC11F4 ALL WALL - ALL ROOFS WC20B2 VEE RIB WALL <br /> VEE RIB OUTSIDE VEE RIB <br /> WALL PANEL CORNER FILLER TRIM TRIM (CTE-) (AFT-) - - <br /> .L.......j <br /> w w <br /> a E <br /> oa oa <br /> SECTION A—A - <br /> 110 <br /> HEADER(HIS-)IM �1 �,LLEN <br /> 41, <br /> ke <br /> 12-14 x 1 1/4' 1/4-14 x7/8" 0. �$J5`l q <br /> WALL STRUCT FSNR WALL TITCH A. <br /> FSNR, <br /> O,C. :/ i•_0•' C.C. - x <br /> I 12-14 x 1 1/4" 11 '.° <br /> 0 WALL <br /> Ar FSNR,STRUCT VEE RIB 1 /24 .1 <br /> }'� <br /> 1'-0"O.C. FACE PANEL v}4 " �'p , ,9 V <br /> DOOR FLASHING •q ; <br /> A GIRT DEPTH IONAL -� <br /> DOOR HEADER r 1 <br /> i 2/26/2016 <br /> REV-WE07/01/001RK w.m WALL TRIM AT DOOR HEAD REV.OPE 07/O/ODIREV.No.00 <br /> CORNER TRIM <br /> " WC24B2 OVERHEAD DOOR (VEE RIB WALL) FC22C2X VEE RIB FACE (OUTSIDE CORNER) I FOR CONSTRUCTION <br /> - <br /> s THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMAITON HEREON,REMAINS THE PROPERTY-OF <br /> TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED VP Buildings <br /> DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED,REPRODUCED 3200 Players Club Circle Memphis TN 38125 COVERING 8c TRIM SED'S <br /> REQUIREMENTS SPECIFIED BY VP. THE OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP 1 <br /> y VP ENGINEER'S SEAL DOES NOT APPLY BUILDINGS. REV DATE By! DESCRPDON BALDER Commercial Design Consultants JOB# <br /> - TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEcusTohER 15-022921-01 <br /> • 1 2/18/2016 DWj�I FINAL DRAWINGS Boeing Shared Services riDATE <br /> - ANY OTHER PRODUCT OR COMPONENT.. GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS - LOCATION Everett,Washington VP BUILDINGS y18/2016 <br /> FURNISHED BY VP EXCEPT TO ANY • DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS vBez DRAWN/CHECK <br /> DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Boeing Glycol Load/Unload Canopy D COP <br /> REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING_ BOLDERS PO' <br /> PA <br /> NTS 15 1208 VPC VERSION: 2015.2c 4/a <br /> 2/18/2016 SEDSheet 12:49:39 FLENAME:Boeing Glycol Load and Unload Canopy a drviBlBROIBIASm"s18V s NDRDAmAlSe,Hz.. <br />
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