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HomeMy WebLinkAboutPermit D10-296 - SEGMENT 3 PLANS - I-FLY SEATTLEDI 0-296 -FLY SEATTLE 349 Tukwila Parkway Due to the file size, this record has been broken down into 3 segments for easier download. Click on the following links to review the permit segments: Segment 1 Segment 2 Segment 3 - I -FLY Seattle D10-296 - I -FLY Seattle D10-296 - Plans - I -FLY Seattle D10-296 red 11 1 N N -rovide fi prmkle'�c of lexan in lieu of fire -rated enclosure of M3 r occupants O F-90 sf I I occupy � I � 0 I n r second floor �� I/8" = i'-0" LEGEND IIIIIIIIIIIIIiiid1111111111111iIIllll 11 1,11111 II1 PULSE break room 141 sf 10 occupants 11111111 SEPARrn PERMIT REQUIRED FOR: Mechanlcat Electrical Plumbing Gas Piping City of Tukwila EUILDING DIVISION -dF-61R—sr—* — TWO — TWO — TWO — TWO FE SP ONE HOUR FIRE RESISTIVE WALL TWO HOUR FIRE BARRIER FIRE EXTINGUISHER FIRE SPRINKLER STANDPIPE NOTES 3 IG'-39/IG" 13-10 I — 16'-3 9/IG" IF THESE SHEETS ARE NOT 24' X 3G' THEN DRAWING 15 NOT TO SCALE. -Je—M'—X dor —a clic -dF— :AE —S-61� MI . etItq\5par , \ 458 sf 31 occupants U J U U 14 first floor REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 2011 BUILDNG of iia ISION EXPI RED FEB 1 1-2012 FILE COPY Permit Na Dt0--12-41 Pio review approval Is gabled to mots and wisdone. Approval of constluotion doom* does not authorize the violation of any adopted code or ordinance. Recent of approved meld Copy and oomdlions is acknowledged: B DMec Z�3ut..v24 City Of llama WILDING OMSION I/8" = II -0" NEW FIRE ALARM PANEL TO BE INSTALLED IN EXISTING BUILDING ELECTRICAL ROOM. REFER TO SHEETS E305 * E310 FOR EMERGENCY PATHWAY LIGHTING. REVISIONS No changes shall b made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a nsw plan submittal and may include additional plan review fees. AXON -f+I II I I I I ATI -- KEY PLAN 4,1; REVISION N0:1 c� RECEIVED JUL 08 201t PERMIT CENTER 0 �Z b%•O•-• 29. •b� DRAWN BY: I Obi! 11111 - ki = _ A. 1 LISSNI nQINC i 1 iaav 1 CONSMUCnION sBT PLOT DATE: 04/20/2011 JOB NO: 1009 — 000- DRAWN BY: UKK CHECK: DF NOTE& CONSMUCnION sBT PLOT DATE: 04/20/2011 JOB NO: 1009 J f Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TFL: 420.216.0318 FM 426.210.0328 0 get:, cnF 41 ›mi62 P": )1 MM O E . SAFETY PLAN SHEET: A00 2 OF: SHEETS r -Th WALL TYPE PLAN 1 /811= _O REFER TO SHEET AGOO 16e.‘ ♦ • N cm • Zn N u� cu - 16'-3 9/ 16' 161-3 9/1 G' DowwSPours electrical room stair 10G 110 1 Women's Ln room m 105 hallway RETURN AKTOWER - REFER TOS KW�NTURE DRAWING5 FOR INI RNAL FEATURES FINISHES men's rgstroom 103 tcierg MI r2 _1_ L L 1 meeting room 112 r T -7 -1—r -J m 16'-3' Asa —t ••NTRACTOR- REFER Tb 5 ._•RINTERN FEATUAND / GISTER OOS11NG INTERIOR JEi IM GE FL ►OR server room WALL DOWNSPOUTS RETURN AIR TOWER - TO SKYVENTURE FORT ISHM_ PLANTER rThl GROUND LEVEL - PLENUM DECK PLAN ©+0'-O" 2 I/8 = 10 in • 6 L0 1P THESE SHEETS ARE NOT 24' X 36' THEN DRAWING 15 NOT TO SCALE. key notes (4) Server Rack Glass shelving Retail display shelving Reception counter C6) Perforated metal display panels below stairs Fire extinguisher Fire -rated access hatch to plenum ladder below Fire sprinkler standpipe CT6) 2 stop holeless hydraulic elevator C8 legend c K MI M2 M3 M4 M5 MG Security camera Keypad for arming/disarming security system Monitor with input from either DVD player or laptop Monitor with input from DVD player Monitor with live feed from flight chamber (3) Monitors with playback from flight chamber feed Monitor with input from DVD player (2) Monitors with playback from flight chamber feed REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 2011 City of Tukwila BUILDING DIVISION EXPIRED FEB 112012 REVISION N01LL blo-gab RECEIVED JUL -eS 2011 - PERMIT CENTER 01EPERMITCENTER CONFO1 II G SET ISSUE - 04/20/2011 DRAWN DY: 1 CHECK: 11 NOTES: CON&IRUCIION SB'i' PLOT DATE: 04/20/2011 JOB No: 1009 I Mill Will DRAWN DY: UKK CHECK: DF NOTES: CON&IRUCIION SB'i' PLOT DATE: 04/20/2011 JOB No: 1009 U W 0 z W J W J 0 z 0 (D SHEET: A115 on SHEETS 1 2 WALL TYPE PLAN yI/8=1-0 REFER TO SHEET AGOO CODE IED FOR APPROVED E ED JUL 2 0 2011 BUIL NGrukw;la Df VfSIONcps dll{; f►I{II�lIIIi%iI �► II��,�IIIL h L______ - 6 IF THESE SHEETS ARE NOT 24' X 36' THEN DRAWING IS NOT TO SCALE. EXPIRED FEB 1.12012 REVISION W�J_ NO-X(0 I SECOND LEVEL - OBSERVATION DECK PLAN @+ I G'-4 3/4" /\ I is° = 11-011 �► RECEIVED JUL 08 2011 PERMIT CENTER CONFORMING SET ISSUE - 04/20/2011 i 1 A ,v,o rr COWAN' WWI maim ! reaaroomnns g 1111 1 1 NOTES: CONSTRUCPnONSET PLOT DATE 04/20/2011 JOS NO: 1009 iiii 1 ®< DRAWN DY: UKK CHECK: DP NOTES: CONSTRUCPnONSET PLOT DATE 04/20/2011 JOS NO: 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL' 425.216.0318 FAX 426.21.8.0329 z 0 W (f) SHEET: A 1 20 OF: SHEETS 41 TWO (2) LAYERS 5/8' TYPE x GWB 6'C -I1 STUD ® 16' O.C. R 13 BATT INSULATION I " SHAFT LINER BD. ELEVATOR SHAFT WALL ONE HOUR (MIN.) FIRE RATING: UL# 466 PER STRUCTURAL CONCRETE SEALER PAINTED/SPAYED ON SURFACE. BENTONITE WATERPROOFING PLENUM WALL BELOW GRADE 5/8" TYPE x' GWB (FIRE TAPE WHERE PLANS INDICATE ONE HOUR PI : - • ' ) 3-5/8" METAL STUD © 16" O.C. R- 13 BATT INSULATION 4" STUD INT. WALL (W/ INSULATION) CONCRETE SEALER TO BE APPLIED ON BOTH SIDE OF CONC. 8" FULLY GROUTED CMU WALL NEW 6" METAL STUD WITH 5/8" GYP BD. AND BATT INSULATION CMU WALL w/ 6" FURRING 2—HOUR F.R.. — GA FILE NO. UI4 U436 AND GA#WP82§0 . (PROVIDE 2 HOUR), SIM. TO GA# WP9020'\ REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 2011 ONE HOUR (MIN.) FIRE RATING: UL# 466 5/8' TYPE 7C GMB (FIRE TAPE WHERE PLANS INDICATE ONE HOUR FIRE RATING) 6' METAL STUD ® 16' O.C. R.-1 3 BATT INSULATION 5/8" TYPE "X' GYP BD. City of Tukwila BUILDING DIVISION 6" STUD INT. WALL (W/ INSULATION) 5/8' TYPE x GWB ONE SIDE ONLY 4" METAL STUD 16" O.C. 4" STUD INT. WALL ) NON—RATED i ONE HOUR (MIN.) FIRE RATING: UL# 466 i 5/8" TYPE x GWB (FIRE TAPE WHERE PIANS INDICATE ONE HOUR MRE RATING) 3-5/8' METAL STUD ® 24" O.C. " STUD INT. WALL (W/O INSULATION) CORRUGATED METAL SIDING 0/ Z-GIRTS STRUCTURAL STEEL (SEE STRUCTRAL DWG) SHAFT WALL W/ I" SHAFT LINER ' 22 GA. STEEL LINER PANEL O/ 1-1/2" CORRUGATED DECK (5V) RETURN AIR TOWER (INT. WALL) 1—HOUR F.R. — GA FILE N0. QIP 7008 CONTRACTOR'S OPTION: REPLACE W/GA FILE NO. WP21 ONE HOUR (MIN.) FIRE RATING: UL# 466 i BLDG. EXTERIOR BLDG. INTERIOR CORRUGATED METAL EXTERIOR PINSH (SEE SPECIFICATION) RA -SCRIM WRAP 1" RIGID INSULATION W/ 1" GI EXTERIOR FRAMED WALL NON—RATED CORRUGATED METAL EXTERIOR FINISH (SEE SPECIFICATION) STEEL GIRT (SEE STRUCTRAL DWG) IF THESE SHEETS ARE NOT 24' X 36' THEN DRAWING I5 NOT TO SCALE. EXISTING WALL ASSEMBLY TO REMAIN (2) LAYERS GO MIN. BUILDING PAPER 0/ NEW GYP SHEATHING ON EXISTING WALL ASSEMBLY I" AIR GAP 8" FULLY GROUTED CMU NEW 3-5/8" METAL STUD WITH 5/8" GYP BD. AND BATT INSULATION DEMISING WALL w/ 4" FURRING 2—HOUR F.R. — GA FILE N0. U436 AND \ GA#WP8200 (PROVIDE 2 HOUR), SIM. TO GA# WP9020 CORRUGATED METAL DECKING (SVLLC) 22 GA. STEEL LINER PANEL (SVLLC) EXISTING WALL ASSEMBLY TO REMAIN (2) LAYERS GO MIN. BUILDING PAPER 0/ NEW GYP SHEATHING ON EXISTING WALL ASSEMBLY I" AIR GAP 39 8" FULLY GROUTED CMU WALL DEMISING WALL w/ EXPOSED CMU NON—RATED 2—HOUR F.R. — GA FILE N0. UL U436 AND t GA#WP8260 (PROVIDE 2 HOUR), SIM. TO GAO *P9020 / D MAIL PATE 0ISCIOPTION A ! 12124/10 ! MOAT COA DIT POISON UKK f DF NOM: CONS'T'RUCTION ssr PLOT DAM 04/20/2011 JOB NO: 1009 111/111111 1511 «® DRAWN BY: UKK CHECK: DF NOM: CONS'T'RUCTION ssr PLOT DAM 04/20/2011 JOB NO: 1009 SHAFT WALL W/ 1" SHAFT LINER e 5/8' TYPE 'X GWB CORRUGATED METAL DECKING VLLC) 40 TT INSULATION 22 GA. STEEL LINER PANEL (SVLLC) RETURN AIR TOWER (INT. WALL.) 1—HOUR F.R. — GA FILE N0. WP 7008 8" F L Y GROUTED CMU NEW 3-5/8" METAL STUD WITH 5/8" GYP BD. AND BATT SU LATION CMU WALL w/ 4" FURRING 2—HOUR F.R. — GA FILE NO. UL# U436 AND GA#WP8250 (PROVIDE 2 HOUR), SIM. TO GA# WP9020 5I 8 9 CONTRACTOR'S OPTION: REPLACE */GA FILE NO. 0 9 EXPIRED 5/8' TYPE IC GWB (PRE TAPE WHERE PLANS INDICATE ONE HOUR FIRE RATING) G" METAL STUD® IG'O.C. 5/8" TYPE "X' GYP BD. FEB 112012 6" STUD INT. WALL (W/O INSULATION) ONE HOUR (MIN.) FIRE RATING: UL# 466 CORRUGATED METAL EXTERIOR PINSH (SEE SPECJPICATION) DURA-SKRIM WRAP I GIRT BEVtSOM NO.: Wel% EXTERIOR WALL @ UNCONDTITONED SPACE 8' PULLY GROUT® (.i WALL RECEIVED JUL 08 2011 RNIITG�NTER baa. CMU WALL W/ NO FURRING " ®` w Z2—HOUR F.R. — GA FILE N0. ULl U436 AND 1)$A#wP8250 (PROVIDE 2 HOUR), SIM. TO GA# WP9020 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL; 420296.0978 FM: 425.216.0929 SHEET: A600 SHEETS 14R4-4.3 STRUCT %"'"N L FRAME AINEBEEROMMERRINBBBk EXP1 FEB 1 1 2012 FILE COPY Nrinit Owe jqb Plan review approval b subject b errors and omission Approval of construction documents does not authorize fne violation of any adopted code or order. Receipt of approved • ield Ccp and conditions is adowawledg@d: B Date: Oty Of 1Lkwge BUILDING DIVISION NOTE: REVISION HISTORY UPDATED VIEW SWENSON SAY FAGET A'STRUCTVRAL ENGINEERih G CORPOMI1QN z!t Tisird Avenue -Sai*e'Taa - Scathe, WA 981.1 pltioii:ygg,Gasa fth: .20644g...0p HSE DRAWINGS SHOW TX'PICAL STRUCTURAL FRAMING FOR 'MIS TYPE OF BUILDING AS DESIGNED BY SKYVENTURE, MODIFICATIONS HAVE BEEN LYADE BY SWENSON SAY FAGET TO SUIT THE SITE SPECIFIC CONDITIONS OF 'T'I-IE. BUILDING. COORDINATE BETWEEN THESE DRAWINGS AND THE SWENSON SAY PAGET STRUCRURAL DR.A:WING•S. PROVIDE ALL MISCELLANEOUS STEEL 11 -EMS AS REQUIRED FOR THE VARIOUS PARTS INCLUDED IN THE SKYVENTURE DRAWINCOS AND MODIFIED [3Y TUE SWENSON SAY PAGET STRUCTURAL DR.AWINOS. WHERE CONFLICTS EXIST DUE TO MODIFICATIONS I3Y SWENSON SAY F AGI 'F. sem/ d/9z et• THESE DRAWINGS HAVE BEEN CLOUDED TO JNDICATE AREAS WHERE MODIFICATIONS HAVE BEEN MADE IN THE SWENSON SAY PAGET DRAWINGS. CLOUDS ARE SHOWN FOR CLARIFICATION PURPOSES ONLY, - ., %.3Elki-FtiLail- s ,Ssak) t. 1 REVI ii a r Tide ids was swim*, fur gears, can/orwtaaar+rfalielAt Pwl g. to aennewi by tha4itrirtfiction: . R Sets evral Provision of thellaittawitigesi Building Cudc Nau•atitltdurai Provisions ail IM lsnsiopq Building Cale 0 .other: Tao egad iippliaart is reepmuihA far ooatorn sisoo with allahle apt sfcodes, cf te8ro+ol, AS permit re/thinning Mojave b Das nOuinmmnts and interpretations of the Po►rM rtlKtrity. This review doos out alio tie Anatiten sod Engineers of Record of hrpa wihility foe a complete dnign in accordance wittr {b laws of the goventi»g 4lMtldictian Ynd the not of Washin8�^--- titJurisd1ct{ou- c -W -i A t By D REID MIDDLET N, INC. Code Review nsuitoat Jt Date Z. 1/ e1 REVIEWED FOR CODE COMPLIANCE APPRfVFD MAR 182011 City of Tukwila BUILDING DIVISION 1)‘0-2‘ci� Cdr<sr < CC < < UNI—SYSTEMS '� f REID MIDDLETON, INC JAN 1z. zuii RED MJD L rr•ii N �to 2 cm� Ooz 2IMtiu, Nz SQR 3 Y I w in >- tn z 1 z 1 4 re 1 03/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and It is not to be reproduced, copied In any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAM," BY: .J KE CHECKED BY: JW JOB NUMBER 206-039 1484-4.3 COVER SHEET S B-0000 1OF1 SHEET NUMBER 14-R SIMULATOR NUMBERING SCHEME GENERAL CATIGORY Oxxx - GENERAL ARRANGEMENTS lxxx - PLAN VIEWS 2xxx - ELEVATIONS 3xxx - SECTIONS & DETAILS LOCATION SPECIFIC x001 TO x099 x101 TO x199 x201 TO x299 x301 TO x399 x401 TO x499 x501 TO x599 x601 TO x699 x701 TO x799 GENERAL - CONCRETE RETURN AIR TOWERS & COLUMNS PLENUM DECK OBSERVATION DECK LOW ROOF SERVICE DECK HIGH ROOF GENERAL SB -0000 - COVER SHEET SB -0001 - DRAWING INDEX SB -0002 - STRUCTURAL NOTES SB -0003 - STRUCTURAL NOTES SB -0004 - STRUCTURAL NOTES SB -1001 - SIMULATOR PLAN VIEW SB -2001 - SIMULATOR FRONT ELEVATION SB -2002 - SIMULATOR SIDE ELEVATION SB -2003 - GRID LINE ELEVATIONS SB -3001 - TYPICAL DETAILS CONCRETE SB -1101 - CONCRETE PLAN VIEW SB -3101 - CONCRETE INTERFACE DETAILS RETURN AIR TOWERS (RAT) SB -2201 - RAT ELEVATION EAST -WEST SB -2202 - RAT ELEVATIONS NORTH -SOUTH SB -2203 - MAINTENANCE ACCESS ELEVATIONS SB -3201 - RAT FRAMING DETAILS SB -3202 - RAT FRAMING DETAILS SB -3203 - RAT FRAMING DETAILS SB -3204 - RAT FRAMING DETAILS SB -3205 - RAT FRAMING DETAILS SB -3206 - RAT FRAMING DETAILS SB -3207 - RAT DETAILS SB -3208 - RAT DETAILS SB -3209 - RAT DETAILS SB -3210 - RAT DETAILS PLENUM DECK SB -1301 - PLENUM DECK FRAMING PLAN SB -1302 - PLENUM DECK DIAPRAGM PLAN SB -3301 - PLENUM DECK DETAILS SB -3302 - TURN SUPPORT DETAILS OBSERVATION DECK SB -1401 - OBSERVATION DECK FRAMING PLAN SB -1402 - OBSERVATION DECK DIAPRAGM PLAN SB -3401 - OBSERVATION DECK DETAILS LOW ROOF SB -1501 - LOW ROOF FRAMING PLAN SB -1502 - LOW ROOF DECKING PLAN SB -3501 - LOW ROOF DETAILS SB -3502 - LOW ROOF DETAILS SERVICE DECK SB -1601 - SERVICE DECK PLAN VIEW SB -1602 - SERVICE DECK CATWALK PLAN SB -1603 - SERVICE DECK MACHINERY LAYOUT SB -2601 - SERVICE DECK ELEVATIONS SB -3601 - SERVICE DECK DETAILS SB -3602 - SERVICE DECK DETAILS SB -3603 - SERVICE DECK DETAILS HIGH ROOF SB -1701 - HIGH ROOF PLAN VIEW SB -1702 - HIGH ROOF DECKING PLAN SB -3701 - HIGH ROOF DETAILS At p rn 41.03-2011 SWENSOL N SAY FACET C�R�A ENGtNEERINd CORPORATION atl4 Third Avenue • Suite lop Stattla, WA gena ph; :0'6443.6212 fax: z148,443, 4876 EXPIRED REVIEWED FOR CODE COMPLIANCE APDDAVED MAR 1.82011 City of Tukwila BUILDING DI SIGN FEB 1.1 201Z 1 5 E natal 11' FEB nn \1 REID rv9IDDLETUN, INC. bro-afl w ce z 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent, DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 DRAWING INDEX SB -0001 1 OF 1 SHEET NUMBER GENERAL STRUCTURAL NOTES GOVERNING CODE & CRITERI ODE 2006 ED I, AISC, SDI & SJI DEAD LOADS: ENNUMERATED IN "BASIS OF DESIGN" SECTION FOR EACH LEVEL LIVE LOADS: ROOF OBSERVATION DECK PLENUM DECK 20 PSF 100 PSF 100 PSF -,C ,., -Y...,, ,_'t " r"..`tr t ". r"' .' ,.tiC"`'C '� ,. °?"""C. "-trY-Nr f."'4'""'4 - Y -Y Y"".Y Y..Y." r,,.`k,,..^'r WIND LOADS: BASIC WIND SPEED (V) PORTANCE FACTOR EX'P.QS��URE CATEGORY SNOW LO NA .o GROUND SCOW LOAD 50 PSF 120 MPH 1 C SEISMIC LOADS: SPECTRAL RESPONS SHORT PERIOD Ss 1 SECOND PERIOD S1 CCELERATION CO SITE CLASS s: ssi:l,eeti.l sl:"_ FICIENTS: SITE COEFFICIENT SH SITE COEFFICIENT 1 SEC PEr rD (F SEISMIC DESIGN CATEG *'Y SEISMIC USE GROUP 0.65g 0.18g C 1.20 1.65 OCCUPANCY IMPRTANCE FACTOR C I I 1.0 BASIC SEIS FORCE RESISTING SYSTEM: ORD ,ARY CONCENTRIC BRACED FRAMES IN PLAN LONG .. I M E NS I O N OMBINED ORDINARY CONCENTRIC BRACED FRAM -E. -AND MOMENT RESISTING FRAME IN PLAN SHORT DIMENSION N. NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE. `• CONSTRUCTION EQUIPMENT LOADS: THE GENERAL CONTRACTOR SHALL SUBMIT ACTUAL WEIGHTS OF THE EQUIPMENT TO BE USED ON THE PROJECT TO THE STRUCTURAL ENGINEER FOR VERIFICATION OF LOADS USED IN DESIGN AT LEAST THREE WEEKS PRIOR TO FABRICATION OF THE SUPPORTING STRUCTURE. MISCELLANEOUS CONSTRUCTION LOADS: THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON THE STRUCTURAL FRAMING ON SITE. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. MISCELLANEOUS DESIGN LOADS: STAIR TREADS- CONCENTRATED 300 LB LOAD ANYWHERE ON TREAD GUARDRAILS- 50 LB/FT APPLIED AT RIGHT ANGLES TO THE TOP RAIL STAIR RAILINGS- 200 LB LOAD IN ANY DIRECTION AT ANY POINT ALONG RAIL BUILDING MOVEMENTS AND DEFLECTIONS: STRUCTURAL MEMBERS HAVE BEEN DESIGNED TO LIMIT BUILIDNG DEFLECTIONS TO THE FOLLOWING LEVELS: FLOOR BEAM (LIVE LOAD) SPAN/360 LATERAL LOAD RESISTING FRAME DRIFT FLOOR HEIGHT/400 EXTERIOR CLADDING GIRTS (WIND LOAD) SPAN/240 PRIMARY DIFFUSER SUPPORT STRUCTURE (SNOW/LIVE LOAD) MAX 1/2" DOWN ADDITIONAL DEAD LOAD DEFLECTIONS ARE NOTED ON THE DRAWINGS TO GIVE THE OWNER AN OPTION TO CAMBER TO PRECLUDE THE DEFLECTIONS. "Yr wry v.-,,t,..,,t,-.,� .,� \,.-..c....Y...`, f....y.. s(Tht'"'• ""^C" y -t -,r y-cy— ATERIALS: WELDED,WIRE FABRIC STRUCTURAL STEEL AST 185 M A36 HIGH STREN STRUCTURAL STEEL (W -SHAPES) ASTM A992 TUBESTEEL ASTM A500, GR ' `. B , Fy=46 KSI ANCHOR BOLTS `' ASTM A36, ASTM .S7 OR ASTM A325 HIGH STRENGTH BOLT - ASTM A325 SLIP -CRITICAL SHALL MPLY WI CLASS A FRICTION SURFACE WELDS � AWS ASTM A108 E6022 WELDED STUDS METAL DECK SEF? SSI.Sheet S1.1 -S1.2 COMPOSITE FLOOR DE 2" DEEP x 20GA.. MPOSITE STEEL DDK, GALV. 1 1/2" DEEP x ; SGA. COMPOSITE STEEL nEcK, GALV. METAL ROOF p'CK: 1 1/7' "" P x 22GA. WIDE RIB ROOF DECK, GAi* 3" D P x 18GA. ROOF DECK, GALV. FLOO DECK CONCRETE 4,000 PSI GROUT 5,000 PSI FOUNDATION: 1. DESIGN- THE FOUNDATION ENGINEERING & DESIGN SHALL BE BY A PROFESSIONAL ENGINEER REGISTERED IN THE JURISDICTION IN WHICH THE FOUNDATION IS BEING CONSTRUCTED. 2. GEOTECHNICAL REPORT- THE FOUNDATION ENGINEERING & DESIGN SHALL BE BASED UPON THE REQUIREMENTS OF A GEOTECHNICAL REPORT FOR THE SPECIFIC LOCATION OF THE FOUNDATION. THE REPORT SHALL INCLUDE INFORMATION REQUIRED TO DESIGN THE FOUNDATION, INCLUDING, BUT NOT LIMITED TO ALLOWABLE SOIL BEARING VALUES FOR VERTICAL & HORIZONTAL LOADING, ESTIMATED SETTLEMENTS FOR LOADS IMPOSED, ANY SPECIAL REQUIREMENTS & RECOMMENDATIONS TO INSURE THAT SAFE & PROPER OPERATION OF THE EQUIPMENT & STRUCTURE TO MINIMIZE UNNECESSARY MAINTENANCE ITEMS. THE GEOTECHNICAL REPORT SHALL INCLUDE ANY CONSTRUCTION REQUIREMENTS & SHALL BE SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PROVIDE SERVICES IN THE JURISDICTION IN WHICH THE FOUNDATION IS CONSTRUCTED. 3. CONSTRUCTION DEWATERING- THE CONTRACTOR SHALL DETERMINE THE EXTENT OF CONSTRUCTION DEWATERING REQUIRED FOR EXCAVATION. THE CONTRACTOR SHALL SUBMIT THE DEWATERING PLAN TO THE GEOTECHNICAL ENGINEER PRIOR TO BEGINNING THE EXCAVATION. 4. EXCAVATION- THE CONTRACTOR IS REPONSIBLE FOR COMPLYING WITH OSHA SAFETY REQUIREMENTS REGARDING EXCAVATION. NOTES REGARDING CONSTRUCTION STRUCTURAL STABILITY DURING ERECTION: ALL STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED BY THE STRUCTURAL ENGINEER TO RESIST THE DESIGN LOADS IN THE COMPLETED CONDITION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY TEMPORARY STABILITY BRACING REQUIRED TO MAINTAIN THE SAFETY OF ALL STRUCTURAL ELEMENTS UNTIL THE STEEL FRAME AND DIAPHRAGM ELEMENTS ARE COMPLETE. OSHA STEEL ERECTION REGULATIONS: ALL WORK SHALL COMPLY WITH OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) SAFETY & HEALTH STANDARDS FOR THE CONSTRUCTION INDUSTRY, 29 CFR 1926 SUB -PART R -STEEL ERECTION. EFFECTIVE JANUARY 18, 2002. THESE REGULATIONS HAVE AN EXTENSIVE SCOPE & INCLUDE SPECIFIC REQUIREMENTS FOR DESIGN DETAILING, FABRICATION, ERECTION & SITE PROCEDURES. CONTRACT DOCUMENTS: IT IS THE RESPONSIBILTY OF THE CONTRACTOR TO ENSURE THE LATEST DRAWING REVISIONS AND ADDENDA ARE PROVIDED TO MATERIAL SUPPLIERS AND SUBCONTRACTORS PRIOR TO FABRICATION. DRAWING CONFLICTS: THE CONTRACTOR SHALL REVIEW STRUCTURAL AND ARCHITECTURAL DRAWINGS AND REPORT ANY DISCREPANCIES IN WRITING TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION. STRUCTURAL REQUIREMENT CONFLICTS: WHERE CONFLICTS EXIST IN THE REQUIREMENTS INDICATED IN THE STRUCTURAL DRAWINGS, GENERAL NOTES, SPECIFIACTIONS OR CONTRACT DOCUMENTS FOR ANY MEMBER THE MOST STRINGENT CRITERIA SHALL BE USED. DRAWING INTERPRETATION: 1. LOADS SHOWN ON THE DRAWINGS ARE UNFACTORED UNLESS NOTED OTHERWISE. 2. LOCATIONS OF OPENINGS FOR MECHANICAL ACCESS ARE SHOWN ON THE DRAWINGS. 3. DETAIL LABELED 'TYPICAL' ARE USED IN THIS PROJECT TO INDICATE DETAILS THAT ARE THE SAME OR SIMILAR TO THE SPECIFIC DETAIL. THE TITLE OF THE DETAIL INDICATES WHERE IT WILL APPLY. DECISIONS REGARDING THE USE OF ANY TYPICAL DETAILS SHALL BE MADE BY THE STRUCTURAL ENGINEER. MECHANICAL EQUIPMENT: THE CONTRACTOR SHALL VERIFY THE OPERATING WEIGHT &INSTALLATION REQUIREMENTS OF THE EQUIPMENT PRIOR TO INSTALLATION. ANY EQUIPMENT WEIGHT THAT EXCEED THE WEIGHT SHOWN ON THE DRAWINGS OR WHOSE INSTALLATION REQUIREMENTS ARE GREATER THAN THE REQUIREMENTS SHOWN ON THE DRAWINGS WILL BE REPORTED TO THE ENGINEER FOR APPROVAL OF INSTALLATION. EXISTING CONDITIONS: CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS EXISTING AT JOB SITE AND REPORT ANY DISCREPANCIES FROM ASSUMED CONDITIONS PRIOR TO FABRICATION AND ERECTION. THIS WILL ONLY APPLY TO ANY WORK EXTRANEOUS TO THE SCOPE OF WORK, WHICH AFFECTS THE CONTRACTORS ABILITY TO FULFILL THE CONTRACT. DEVIATION FROM CONTRACT DOCUMENTS: 1. MEANS AND METHODS- THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR SUCH DEVIATION BY THE ENGINEER'S APPROVAL OF SHOP DRAWINGS. UNLESS SUCH DEVIATION IS APPROVED BY THE ENGINEER AND SPECIFICALLY INDICATED IN REVISED CONTRACT DOCUMENTS. 2. MATERIAL SUBSTITUTIONS- MATERIALS OR PRODUCTS TO BE USED BY THE CONTRACTOR IN LIEU OF THOSE SPECIFIED IN THE CONTRACT DOCUMENTS SHALL BE SUBMITTED FOR PRIOR APPROVAL. SUBSTITUTIONS WILL BE APPROVED ONLY IF IT CAN BE DOCUMENTED THAT THERE WILL BE COST SAVINGS TO THE OWNER AND THE MATERIAL OR PRODUCT HAS BEEN APPROVED BY THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (ICBG), AND THE ICBG REPORT IS INCLUDED WITH THE REQUEST. ABBREVIATIONS CL D.B.A. E.W. T.Q.S. U.O.N. W.P. CENTER LINE DEFORMED BAR ANCHOR EACH WAY TOP OF STEEL UNLESS OTHERWISE NOTED WORK POINT er r ereC r`rrr e' ^t-^rr r w^C'e r-r.^rr wee , q %.C.5.: alr4 ,s` aot 01.03.2011 SVVENSON SAY FACET ASTRUC'TURAI., ENGINEER.ItsIG CORPORATION xs.4Third Avernre- Suit* lop -Saottle WA '381:1 ph:so6.443.6ut fak:.a6.4434U70 EXPIRED REVIEWED FOR CODE COMPLIANCE ADDQfVED MAR 182011 City of Tukwila BUILDING DIVISOR' FEB 1.1 2012 FFl IL ) REID MIDDLETON, INC. bioam 01/18/08 01 01/18/08 01 DATE ISSUE/REVISION SkyVenfure hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 1 4R4-4.3 STRU CTU RAL NOTES SB -0002 1 OF 1 SHEET NUMBER BASIS OF DESIGN A. THE DRAWINGS WERE PREPARED TO DELINEATE A GENERIC PORTION OF THE PROJECT SCOPE WHICH WILL BE INCLUDED AS SPECIALTY ENGINEERING DOCUMENTS IN CONJUNCTION WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS OF RECORD FOR A SITE SPECIFIC PROJECT. THESE DRAWINGS ALSO REFERENCE PROJECT COMPONENTS DESIGNED & DETAILED BY UNI -SYSTEMS, LLC. B. THE STRUCTURAL CODE LOADING CRITERIA FOR THE PROJECT iS BASED ON A GENERIC SITE & ARE LISTED IN THE GENERAL NOTES. SITE SPECIFIC VARIATIONS WILL BE ADDRESSED BY THE PROJECT ENGINEER OF RECORD (EOR C. STRUCTURAL DESIGN HAS BEEN PERFORMED WITH SHIPPING REQUIREMENTS IN MIND. EACH MEMBER SHALL BE NO LONGER THAN 39'-6" FOR PROJECTS SHIPPED OVERSEAS. FOUR ADDITIONAL COLUMN SPLICES WILL BE NEEDED FOR THE 4 CENTER COLUMNS EXTENDING FROM THE LOW ROOF TO THE HIGH ROOF AS A RESULT OF THE LENGTH REQUIREMENT. APPROXIMATE LOADS IMPOSED ON THE STRUCTURE BY EQUIPMENT DESIGNED & DETAILED BY UNI -SYSTEMS, LLC ARE AS FOLLOWS : 1. INLET CONTRACTOR CARRIED @ OBSERVATION DECK ELEVATION: 18'-0"±, @ 5,800# 2. FLIGHT CHAMBER (WIRE FLOOR, CHAMBER & STAGING AREA) CARRIED @ OBSERVATION DECK ELEVATION: 18'-0"±, @ 14,000# 3. PRIMARY DIFFUSER CARRIED @ LOW ROOF ELEVATION: 30'-2"±, @ 16,000# 4. TURN 1 CARRIED @ SERVICE DECK ELEVATION: 53'-4"±, @ 2 x 11,000# 5. INLET TRANSITION DUCT CARRIED @ SERVICE DECK ELEVATION: 53'41+, @ 2 x 950# 6. FANS CARRIED © SERVICE DECK ELEVATION: 53'-4"±, @ 4 x 16,000# 7. OUTLET TRANSITION DUCT CARRIED @ SERVICE DECK ELEVATION: 53'-4"±, @ 2 x 3,150# 8. TURN 2 CARRIED @ SERVICE DECK ELEVATION: 53'-4"±, @ 2 x 13,850# 9. RETURN AIR TOWER (RAT) INNER METAL DECKING - 4 PSF. DEAD LOAD DISTRIBUTED TO MAIN STORY LEVEL BEAMS ONLY D. DEAD LOADS ASSUMED & INCLUDED IN THE ANALYSIS OF THE STRUCTURAL COMPONENTS ARE AS FOLLOWS. ANY VARIATION DUE TO FINAL PROJECT SPECIFIC DESIGN WILL BE ADDRESSED BY THE PROJECT EOR: 1. PLENUM DECK & OBSERVATION DECK A. STEEL DECKING - 3 PSF B. CONCRETE SLAB - 60 PSF FOR OBSERVATION DECK & 50 PSF FOR PLENUM DECK C. CEILING & DUCT - 7 PSF 2. LOW ROOF & HIGH ROOF A. STEEL DECKING, MEMBRANE, & INSULATION - 10 PSF B. CEILING & DUCT - 7 PSF (LOW ROOF ONLY) SERVICE DECK. A. CATWALK GRATING - 10 PSF 4. BUILDING CLADDING - 2 TO 15 PSF (INCLUDING THE UNDERSIDE OF THE SERVICE DECK) TO DETERMINE WORST CASE EFFECTS BASED ON BUYERS CLADDING OPTIONS WHERE 2 PSF WAS USED FOR OVERTURNING CASES AND 15 PSF USED FOR GRAVITY LOAD CASES CLADDING DL DISTRIBUTED TO MAIN BEAMS ONLY. INTERMEDIATE GIRTS ASSUME ONLY WIND LOADING. FASTENERS FOR CLADDING SYSTEM MUST BE DESIGNED ACCORDINGLY. E. THE DEFORMED METAL DECK AND CONCRETE FLOOR SYSTEM & METAL DECK ROOF SYSTEMS ARE AN INTEGRAL PART OF THE STRUCTURE & FUNCTION AS A DIAPHRAGM TO DISTRIBUTE LATERAL LOADS. F. THE WIND GIRTS ON THE NORTH -SOUTH RAT TOWER FRAMES ARE USED TO BRACE THE CHEVRON BRACING G. THE DEFORMED METAL DECK AND CONCRETE FLOOR SYSTEM HAS BEEN DESIGNED AS NONCOMPOSITE FOR TRANSFER OF SHEAR LOADS ALONG BEAMS. THEREFORE PUDDLE WELDS ARE AN ACCEPTABLE METHOD OF DECK ATTACHMENT. HOWEVER, IT IS RECOMENDED THAT THE METAL DECK BE ATTACHED VIA HEADED STUDS. THE STUDS WILL SIGNIFICANTLY INCREASE THE STIFFNESS OF THE FLOOR, INCREASING OCCPANCY COMFORT. SPACING FOR EACH ATTACHMENT METHOD IS PROVIDED ON THE PLENUM AND OBSERVATION DECK PLAN SHEETS. WHERE INDICATED ON THE DRAWINGS, STUDS ARE REQUIRED FOR PARTIAL COMPOSITE ACTION OF PLENUM DECK AND OBSERVATION DECK BEAMS AND MUST BE INSTALLED AS DETAILED FOR ADEQUATE LIVE LOAD STRENGTH. H. THESE DRAWINGS DEFINE THE FOLLOWING SPECIFIC BUILDING COMPONENTS. ALL OTHER COMPONENTS WILL BE DEFINED, DETAILED, & SPECIFIED BY THE ARCHITECT OF RECORD (AOR) OR THE EOR: 1, STRUCTURAL STEEL AS SHOWN 2. METAL DECKING FOR: A. FLOOR SYSTEM DECK B. ROOF SYSTEM DECK C. RAT INNER LINING 3. WELDED WIRE FABRIC FOR CONCRETE SLAB 4. GRATING 5. ANCHOR BOLTS CAST INTO CONCRETE WALLS TO RECEIVE STRUCTURAL STEEL ELEMENTS ELEMENTS & SYSTEMS NOT INCLUDED OR SPECIFIED IN THESE DOCUMENTS INCLUDE: 1. CONCRETE WALLS, FOUNDATION & SLAB 2. SHEET METAL LINING OF AIR PATHS IN RAT BASE STRUCTURE 3. EXTERIOR GIRTS (EXCEPT © RAT) 4. ROOFING & INSULATION 5. EGRESS ELEMENTS (STAIRS & ELEVATORS) GENERAL SPECIFICATIONS 1.1 WORK INCLUDED A. STRUCTURAL STEEL MEMBERS AND ACCESSORIES AS SHOWN ON THE DRAWINGS & SPECIFIED HEREIN. B. FABRICATION. C. PAINTING. 1.2 STANDARDS THE FOLLOWING STANDARDS SHALL APPLY: A. ASTM A36 STANDARD SPECIFICATION FOR CARBON STRUCTURAL STEEL B. ASTM A 108 STANDARD SPECIFICATION FOR STEEL BARS, CARBON, COLD FINISHED, STANDARD QUALITY C. ASTM A325 STANDARD SPECIFICATION FOR STRUCTURAL BOLTS, STEEL, HEAT TREATED, 120/105 KSI MINIMUM TENSILE STRENGTH D. ASTM A490 STANDARD SPECIFICATION FOR HEAT-TREATED STEEL STRUCTURAL BOLTS, 150 KSI MINIMUM TENSILE STRENGTH E. ASTM A500 STANDARD SPECIFICATION FOR COLD -FORMED, WELDED, AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS AND SHAPES F. ASTM A992 STANDARD SPECIFICATION FOR STEEL FOR STRUCTURAL SHAPES FOR USE IN BUIDING FRAMING G. ASTM F436 STANDARD SPECIFICATION FOR HARDENED STEEL WASHERS H. ASTM F959 STANDARD SPECIFICATION FOR COMPRESSIBLE WASHER -TYPE DIRECT TENSION INDICATORS FOR USE WITH STRUCTURAL FASTENERS I. ASTM F1554 STANDARD SPECIFICATION FOR ANCHOR BOLTS, STEEL, 36, 55, AND 105 KSI YIELD STRENGTH ASTM F1852 STANDARD SPECIFICATION FOR "TWIST -OFF" TYPE STRUCTURAL BOLT/NUT/WASHER ASSEMBLIES, STEEL, HEAT TREATED, 120/105 KSI MINIMUM TENSILE STRENGTH K. ASCE 7-05 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES L. OSHA 29 CFR PART 1926, PART R, SAFETY STANDARDS FOR STEEL ERECTION 1.3 QUALITY ASSURANCE A. USE ADEQUATE NUMBER OF SKILLED WORKMAN WHO ARE THOUROUGHLY TRAINED & EXPERIENCED IN THE NECESSARY CRAFT & WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS & THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. B. PERFORM WELDING WITH ELECTRIC ARC PROCESS & IN ACCORDANCE WITH AWS "CODE FOR ARC & GAS WELDING IN BUILDING CONSTRUCTION". C. IN ADDITION TO COMPLYING WITH PERTINENT CODES & REGULATIONS ALSO COMPLY WITH: 1. AISC "SPECIFICATIONS FOR DESIGN, FABRICATION & ERECTION OF STEEL FOR BUILDINGS" 2. AISC "CODE OF STANDARD PRACTICES" WITH EXCEPTIONS NOTED HERE IN. 3. RCSC "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS" 1.3 PRODUCT HANDLING A. DELIVERY & STORAGE 1, DELIVER MATERIAL TO THE JOB SITE PROPERLY MARKED TO IDENTIFY THE LOCATION FOR WHICH THEY ARE INTENDED. 2. USE MARKINGS CORRESPONDING TO MARKINGS SHOWN ON THE APPROVED SHOP DRAWINGS. 3. STORE IN A MANNER TO MAINTAIN IDENTIFICATION & PREVENT DAMAGE USING PALLETS OR OTHER SUPPORTS & TO PERMIT EASY ACCESS FOR INSPECTION. 2.0 PRODUCTS r r t, 2.1 MATERIALS Y.yc�at`tintg,'� A. STRUCTURAL STEEL SHAPES, ROLLED STEEL PLATES 8,e„tarry., 01.03-2011 SWENSON SAY FAGET COMPLY WITH ASTM A36 OR A992 (W -SHAPES), B. STEEL TUBING: COMPLY WITH ASTM A500 GRADE FORMED STRUCTURAL TUBING. A STRUCTURAL ENGIN EERMG CORPORATION C( pzi4ToFard3AvJaue Sair 0o4.e4a8tt»e,V801x1 '+.a..h.7 J.i..,b...s..A..i-.7•.b„ba..i«A.A.-D..A.d•..A.A..I+.A..:.....,3„h.7.A...b...,J.,.1:.7v,7w,A,. C. MACHINE BOLTS: COMPLY WITH A307 GRADE A, ANSI B18.2 WITH SQUARE OR HEX HEADS AS SELECTED BY THE CONTRACTOR. D. HIGH STRENGTH BOLT: COMPLY WITH ASTM F1852, A325, OR A490. E. ARC WELDING ELECTRODES: COMPLY WITH ASTM A233, E70XX SERIES AS REQUIRED FOR CONDITION OF INTENDED USE. F. PRIMER: USE "1099 TNEMIC PRIMER" OR "RUSTOLEUM #5769 PRIMER" OR EQUAL G. GROUT: GROUT BELOW STRUCTURAL STEEL BASE PLATES SHALL BE NON- METALLIC, NON -SHRINK GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. H. ANCHOR RODS SHALL CONFORM TO ASTM F1554 GRADE 36 MINIMUM, I. CONCRETE NAILS: HILTI X-ZF 37 P8 536 PIN J. SILICONE SEALANT: PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT 2.2 CONNECTIONS A. CONNECTIONS SHALL BE SHOP WELDED & FIELD BOLTED WITH CONSIDERATION TO SHIPPING REQUIREMENTS B. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF CONNECTIONS NOT DESIGNED ON THE DRAWINGS, GENERALLY, CONNECTIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE ONLY INTENDED TO SHOW THE RELATIONSHIP OF MEMBERS CONNECTED, ANY CONNECTION SHALL BE DESIGNED BY AN ENGINEER. THE FOLLOWING INFORMATION SHOULD APPEAR ON THE DETAIL: 1. ALL PLATE DIMENSIONS & GRADES 2. ALL WELD SIZES, LENGTHS, PITCHES & RETURNS 3. ALL HOLE SIZING & SPACING 4. NUMBER & TYPES OF BOLTS C. DESIGN CALCULATION FOR TYPICAL BEAM CONNECTIONS AND ALL PRIMARY BRACING & HANGAR CONNECTION SHALL BE SUBMITTED TO THE EOR FOR REVIEW & APPROVAL PRIOR TO FABRICATION. D. MINIMUM PLATE THICKNESS SHALL BE 3/8". E. BEARING CONNECTIONS WITH STANDARD HOLES SHALL BE USED FOR ALL BOLTED BEAM SHEAR CONNECTIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. SLIP -CRITICAL CONNECTIONS WITH OVERSIZED HOLES SHALL BE USED FOR ALL BOLTED END PLATE AND BRACING CONNECTIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. FAYING SURFACES SHALL QUALIFY AS A MINIMUM OF CLASS A. G. A307 BOLTS MAY BE USED WHERE INDICATED. H. SHOP DRAWINGS SHALL INDICATE THE TYPE OF BOLT USED IN EACH CONNECTION & THE ALLOWABLE VALUES USED FOR VARIOUS BOLT TYPES. I. ALL BOLTS SHALL BE NEW AND SHALL NOT BE REUSED. J. ALL WELDS SHALL BE AISC MINIMUM LENGTH AND LEG THICKNESS, BUT NOT LESS THAN 3/16" LEG UNLESS OTHERWISE NOTED. ALL GROOVE WELDS SHALL. BE FULL PENETRATION UNLESS OTHERWISE NOTED. K. ALL SPLICE LOCATIONS ARE SHOWN ON THE DRAWINGS. ANY ADDITIONAL SPLICE LOCATIONS SHALL BE APPROVED BY THE ENGINEER, L. NO CHANGE IN SIZE OR POSITION OF STRUCTURAL ELEMENTS SHALL BE MADE. HOLES, SLOTS, CUTS, ETC ARE NOT PERMITTED UNLESS THEY ARE DETAILED ON THE APPROVED SHOP DRAWINGS. M. NO FINAL BOLTING OR WELDING SHALL BE MADE UNTIL THE STRUCTURE HAS BEEN ALIGNED. N. BASEPLATES SHALL BE FINISHED IN ACCORDANCE WITH AISC SPECIFICATION M2.8 FEB 112012 REVIEWED FOR CODE COMPLIANCE PPM:MED MAR 18 2011 City of Tukwila b10•a/ (0 BUILDING DIVISION 11L��JII \C't\t, , � � J F �. , REID NYIDDLETON, INC. 2 z w z M ale 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 STRUCTURAL NOTES SB -0003 1 OF 1 SHEET NUMBER GENERAL SPECIFICATIONS CONT'D 2.3 FABRICATION A. SHOP FABRICATION & ASSEMBLY 1. SHOP FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATIONS & AS SHOWN ON THE APPROVED SHOP DRAWINGS. 2. WHERE FINISHING IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING WELDING OF UNITS BEFORE START OF FINISHING. 3. PROVIDE FINISHED SURFACES OF MEMBERS EXPOSED IN THE FINAL STRUCTURE FREE FROM MARKINGS, BURRS & OTHER DEFECTS B. ASSEMBLE & WELD BUILT-UP SECTIONS BY METHODS THAT WILL PRODUCE TRUE ALIGNMENT OF THE AXES WITHOUT WARP. C. DIMENSIONAL TOLERANCES SHALL CONFORM TO SECTION 6.4 OF AISC CODE OF STANDARD PRACTICE D. MEMBERS SHALL BE FABRICATED SUCH THAT AFTER ERECTION ANY NATURAL CAMBER IS UPWARD 2.4 SHOP PAINTING A. GENERAL 1. APPLY THE SPECIFIED PAINT TO A DRY FILM THICKNESS NOT LESS THAN 1.5 MIL. SHOP PAINT ANY STRUCTURAL STEEL THAT IS TO REMAIN ARCHTECTURALLY EXPOSED TO VIEW IN THE FINAL CONSTRUCTION. C. DO NOT PAINT: 1. CONTACT SURFACE OF HIGH STRENGTH BOLTED MEMBERS 2. STEEL SCHEDULED TO BE COVERED BY SPRAY ON FIREPROOFING. D. THE FABRICATOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL ELEMENTS THAT ARE TO BE PAINTED ARE FABRICATED SUCH THAT NO EXPOSED SURFACE SHALL BE SUBJECT TO CORROSION STAINS FOR THE WARRANTY PERIOD OF THE PAINT. E. SURFACE PREPARATION UNPAINTED STEEL: 1. SSPC-5P2, "HAND TOOL CLEANING" OR SSPC-SP3. "POWER TOOL CLEANING." 2. SSPC-SP6, "COMMERCIAL BLAST CLEANING" FOR FAYING SURFACES OF ANY SLIP CRITICAL TYPE CONNECTION A MINIMUM OF 2 INCHES FROM OUTER MOST HOLES OF CONNECTION. F. SURFACE PREPARATION PAINTED STEEL: 1. SSPC-SP6, "COMMERCIAL BLAST CLEANING." FrrY'r 4.� All //, �'pUAs, CTS +dI. et C44 `8 atn 45- s/ONM:C*'\ : 01. 03 2011 SWENSON.SAY FACET A STRUCTURAL ENGINEERING CORPORATION 2t 4Third 'AVOW. -Suite loo -Softie, WA ser i ph;:2o6.4 .6,�Ta laxrxo6,443•48?c 4Y.WYfSYlET150FSSi9yfel�i.Ci:ITt EXPIRED FEB 1.12012 1� io-aq& REVIEWED FOR CODE COMPLIANCE $DDafVED MAR 182011 City of Tukwila BUILDING DIVISION tVIlIts',, UJ trl.l `rq REID MIDDLETON, INC. 01/18/08 DATE 01 ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and It is not to be reproduced, copied in any format or mariner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 1 4R4-4.3 STRUCTURAL NOTES S B-0004 1 OF 1 SHEET NUMBER .1101 16'-4 15/16" 23'-0 3/4" -111100.— -411111 26-2" 26-2" 23'-0 3/4" 231 6 watel °Nal INLET TRANSITION DUCTS (ITD) 31-3" OUTLET TRANSITION DUCTS (OTD) P ZQJF 6 NOM INLET TRANSITION DUCTS (ITD) SIMULATOR PLAN VIEW NOTES: OUTLET TRANSITION DUCTS (OTD) bIbiV1(o REVISION HISTORY HID SHOWN COMPONENTS *r^rrrtr'r e,CY^re r -r a' to .51728 1' &- ,y VionKtte 01-03-2011 SWENS€ .N .SAY FACET A STRUCTURAL ENGINEERING CORPWIATION 2124 Third Avenue - Suite too- Seattle, WA g8ni }.h aob.gq; 8212 tax, zod.443,487o. wwst,svrerinserfct £.ann EXPIRED FEB 1 1 2012 REVIEWED CODECOMPLIANCE ADOO[1VED MAR 18 2011 City of Tukwila BUILDING DIVISION 1) GRIDLINES ARE ESTABLISHED AS CENTER OF COLUMN LOCATIONS AT TOP OF CS E i'Eii 2) ALL COLUMN CENTERLINES ARE VERTICAL THROUGH GROUT PACK. 3) TOP OF CONCRETE ELEVATION IS CONSTANT AROUND ENTIRE PERIMETER. 4) TOP ROOF DECKING NOT SHOWN FOR CLARITY r-75--> FANS ARE REMOVABLE FOR SERVICING WITH MINIMAL REMOVAL OF STEEL FRAMING. ROOF DECKING IN IDENTIFIED AREA IS FASTENED IN ENDS WITH BOLTS AND SCREWS ALONG THE SEAMS. ROOFING JOINTS MUST BE DESIGNED TO ACCOMODATE PANEL REMOVAL. REPLACE DECKING PANELS IMMEDIATELY AFTER FAN IS REMOVED TO MAINTAIN STRUCTURAL INTEGRITY OF SYSTEM. FRI �4.. I REID MID DLE TON, INC. k M Al 4 4411 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 SIMULATOR PLAN VIEW SB -1001 1 OF l SHEET NUMBER CD) C-31, CONCRETE PLAN VIEW x 16'-4 15/16" SB-3101� (2� 5 26-2" 23'-0 3/4" 3'-2 1/16" 6-6 1/8" 6'-5 15/16" adi Blire- 11 16'-4 15/16" 14'-10 15/16" 4 ten' 1 U/l/nFRV/N.'FIMM'N//lN/I /.7//N9Y!'//H.nq//ry/M 4 ■ 6 /.M1YNNFA'lN/IiYI/l/nNNr/N//NNMr/Nrl/N/M?YN./IHNNriy/rNNIMNNn'dVM'NMINN/N:NiNN/iNrlN//gyim»nr/Ni/MaMnpvlNn'M'navm//MYNiN.vi .yry .Ov vrvwi YA.nr vv. rrv,.: m.M'N.n'yn'yMHYMYH MnvY/IMYq[p'A YrYW:IY.vINl .Y9.9A�JN/=-0,11//Al rNr/ N /NN/N. al • • 1 14 13 SB -3101 rre'rererrY'Y'rererretarYnirrirerCererreri SW NSQ.N :SAY FAG& A,OTRuCTURAL ENGINEER IN.CS C'ORPQRAT)ON aT* ..Third-Avehue Salta too- $eattie,.WA98.121 ph zo6.4q 212 fax z*443487g NOTES: 1) GRIDLINES ARE ESTABLISHED AS CENTER OF COLUMN LOCATIONS AT TOP OF CONCRETE. 2) ALL COLUMN CENTERLINES ARE VERTICAL THROUGH GROUT PACK. 3) TOP OF CONCRETE ELEVATION IS CONSTANT AROUND ENTIRE PERIMETER. 4 > THESE CONCRETE DIMENSIONS USED ONLY IF "COOLING" OPTION CHOSEN rYNNm.v+-SYN...Y./N.n«NN/l.«:lnnw.l/r...:. , . Twn EXPIRED FEB 1 1 2012 \/\c/v 9.0 1'12 453 X01. 425 14.2 „Alttir, 414. A 11 OZ renters 0,11 17V N 1 797 0)3 15,73 COLUMN LOAD TABLE pftisaj the ;rnipati reathonslar y•thillaatic protekkti Streit is Riper Men Kea* itt a werstio ispplal !Mit Mai cast Ofteati Wit , ,.. . ;.., ....... 1 'v. :..., .Pnilio et n09Stie ....: SA.' "" ± idicrownied Woe : SettO) shy I *and tosd Stet petwatieS b ASC' To 5 ;.._ 3 . . }. s. �. �. a.. ��. j s ... > �s �.. r.. �• s� w h s, _s . i a s,. ��a a �. >` l...s. �• >. s >. s. a }, �. �._�,.. �...._r.. s _s. ,� . L a. �......,s. ,s. _%...x. a >...,;......,;...... wy eakcv btc e)q(p CODE REVIEWEDOMFOR $DDDnVFD MAR 18 2011 City of Tukwila BUILDING DIVISION ri,l REID MIDDLE TON, INC. 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied In any forrnat or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 1 4R4-4.3 CONCRETE PLAN VIEW SB -i 101 1 OF 1 SHEET NUMBER r * _ .. . - v- - , .r -l. my• r L_, - }{ L B SB -3101 -..� 31`-8" EMBED �^ 104'-2 9/16" 'o 1 J O r) L X y—so- rt-� J.i- IJ ten' 1 U/l/nFRV/N.'FIMM'N//lN/I /.7//N9Y!'//H.nq//ry/M 4 ■ 6 /.M1YNNFA'lN/IiYI/l/nNNr/N//NNMr/Nrl/N/M?YN./IHNNriy/rNNIMNNn'dVM'NMINN/N:NiNN/iNrlN//gyim»nr/Ni/MaMnpvlNn'M'navm//MYNiN.vi .yry .Ov vrvwi YA.nr vv. rrv,.: m.M'N.n'yn'yMHYMYH MnvY/IMYq[p'A YrYW:IY.vINl .Y9.9A�JN/=-0,11//Al rNr/ N /NN/N. al • • 1 14 13 SB -3101 rre'rererrY'Y'rererretarYnirrirerCererreri SW NSQ.N :SAY FAG& A,OTRuCTURAL ENGINEER IN.CS C'ORPQRAT)ON aT* ..Third-Avehue Salta too- $eattie,.WA98.121 ph zo6.4q 212 fax z*443487g NOTES: 1) GRIDLINES ARE ESTABLISHED AS CENTER OF COLUMN LOCATIONS AT TOP OF CONCRETE. 2) ALL COLUMN CENTERLINES ARE VERTICAL THROUGH GROUT PACK. 3) TOP OF CONCRETE ELEVATION IS CONSTANT AROUND ENTIRE PERIMETER. 4 > THESE CONCRETE DIMENSIONS USED ONLY IF "COOLING" OPTION CHOSEN rYNNm.v+-SYN...Y./N.n«NN/l.«:lnnw.l/r...:. , . Twn EXPIRED FEB 1 1 2012 \/\c/v 9.0 1'12 453 X01. 425 14.2 „Alttir, 414. A 11 OZ renters 0,11 17V N 1 797 0)3 15,73 COLUMN LOAD TABLE pftisaj the ;rnipati reathonslar y•thillaatic protekkti Streit is Riper Men Kea* itt a werstio ispplal !Mit Mai cast Ofteati Wit , ,.. . ;.., ....... 1 'v. :..., .Pnilio et n09Stie ....: SA.' "" ± idicrownied Woe : SettO) shy I *and tosd Stet petwatieS b ASC' To 5 ;.._ 3 . . }. s. �. �. a.. ��. j s ... > �s �.. r.. �• s� w h s, _s . i a s,. ��a a �. >` l...s. �• >. s >. s. a }, �. �._�,.. �...._r.. s _s. ,� . L a. �......,s. ,s. _%...x. a >...,;......,;...... wy eakcv btc e)q(p CODE REVIEWEDOMFOR $DDDnVFD MAR 18 2011 City of Tukwila BUILDING DIVISION ri,l REID MIDDLE TON, INC. 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied In any forrnat or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 1 4R4-4.3 CONCRETE PLAN VIEW SB -i 101 1 OF 1 SHEET NUMBER 7 3/8" REFF,- NOTES: 5'-4 1/2" CL BRACE A 11 DO n^ O. A -7111 6'-1 1/2" _ 6'-1 5/8" sr 6-1 5/8" 6'-1 5/8" SECTION A -A TURN 4 VANE ATTACHMENT LOCATIONS 1 MEASUREMENTS TAKEN TO CENTERLINE OF CONNECTION PLATES A 1/4" NOMINAL GAP IS HELD FROM EACH VANE TO ENSURE PROPER FIT DURING INSTALLATION. A SPACER IS PROVIDED TO FILL THE GAP. 2) BEAMS B1 & B2 TO BE PARTIALLY COMPOSITE FOR LIVE LOAD WITH 5/8" 0 X 3 1/2"A HEADED STUDS IN PAIRS @ 12" SPACING ALONG ENTIRE LENGTH OF BEAMS. X02\ 4 6'-0 1/8" 7 3/8" f^ rrra rrre'rrree-•rr e rrrr r^r••r rrn—e'rre"' �.. T rie;uRAt. Oy n3'_.x fl 3.2011 SVVENSON SAY FACET A STRUCTURAL ENGINEERING CORPORATION 21;4 Third Abaenut - Suite too - Seattle; WA se t2 t ph 206443.6n lax; 206.443467e oralertsforcsayfagatcrim L4.00 X 3.00 X .25 POUR DAM ANGLE CONTINUOUS AROUND PERIMETER 2 13/16 PLENUM DECK FRAMING PLAN 3'-2 1/16" N m 6-6 1/8" WM- 6'-6 1/8" n rs REVISION HISTORY CHANGED TEXT UPDATED VIEW 6-6 1/8" AZ —4 —I .4 1 i i 1 i 1 m 03 1 — N�/� cc -- - t i -i- 1 'I~- _L .no \ . o O c] m CNI m i.1, ! 1 —limes A 11 DO n^ O. A -7111 6'-1 1/2" _ 6'-1 5/8" sr 6-1 5/8" 6'-1 5/8" SECTION A -A TURN 4 VANE ATTACHMENT LOCATIONS 1 MEASUREMENTS TAKEN TO CENTERLINE OF CONNECTION PLATES A 1/4" NOMINAL GAP IS HELD FROM EACH VANE TO ENSURE PROPER FIT DURING INSTALLATION. A SPACER IS PROVIDED TO FILL THE GAP. 2) BEAMS B1 & B2 TO BE PARTIALLY COMPOSITE FOR LIVE LOAD WITH 5/8" 0 X 3 1/2"A HEADED STUDS IN PAIRS @ 12" SPACING ALONG ENTIRE LENGTH OF BEAMS. X02\ 4 6'-0 1/8" 7 3/8" f^ rrra rrre'rrree-•rr e rrrr r^r••r rrn—e'rre"' �.. T rie;uRAt. Oy n3'_.x fl 3.2011 SVVENSON SAY FACET A STRUCTURAL ENGINEERING CORPORATION 21;4 Third Abaenut - Suite too - Seattle; WA se t2 t ph 206443.6n lax; 206.443467e oralertsforcsayfagatcrim L4.00 X 3.00 X .25 POUR DAM ANGLE CONTINUOUS AROUND PERIMETER 2 13/16 PLENUM DECK FRAMING PLAN 3'-2 1/16" N m 6-6 1/8" WM- 6'-6 1/8" n rs REVISION HISTORY CHANGED TEXT UPDATED VIEW 6-6 1/8" AZ —4 —I .4 i 1 m 03 r - — N�/� cc -- - t i 1 00 EXPI ^ ED b(ocicro 5'-10 5/8" 6-1 5/8" „ 6-1 5/8" 6-1 5/8" 30'-9" 6'-1 3/8" SECTION B -B TURN 3 VANE ATTACHMENT LOCATIONS 1-1 Sow FEB 112012 FE3 REID M\DDLETON, INC. 1 3/8" REF REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 CiiyofTukwila BUILDING DIVISION 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 BEAM SCHEDULE LABEL MEMBER 14R4-4.3 PLENUM DECK FRAMING PLAN B1 W14X43 B2 W14X43 SB -1301 1 OF 1 SHEET NUMBER r r - r - r rr -- - -- ---- i - t i 5'-10 5/8" 6-1 5/8" „ 6-1 5/8" 6-1 5/8" 30'-9" 6'-1 3/8" SECTION B -B TURN 3 VANE ATTACHMENT LOCATIONS 1-1 Sow FEB 112012 FE3 REID M\DDLETON, INC. 1 3/8" REF REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 CiiyofTukwila BUILDING DIVISION 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 BEAM SCHEDULE LABEL MEMBER 14R4-4.3 PLENUM DECK FRAMING PLAN B1 W14X43 B2 W14X43 SB -1301 1 OF 1 SHEET NUMBER 1 ! 1 r . l 1 it i'. s 1 i::' 1.I ............. .... ... .......... ..... l ':1.. i .. ... ........... .... .... I::'1 .. 11 ... ..... ...... .. ,,.I 11..1.,....,,,. _... .. _...... Y:::1 11 I I II 1.:..1....{ , 1 11 1 ! t 11 ::I 1 1 .,.. .1 1 I 11 1 I ::;1.1 :;:: 4: 11 i. 1 Ili 1 , r I I...I 1 I r ! 1 1 t 1.. {.-K..1 , Y , I .................................... . 1! . it 11 II ! 1 1 1:1:: t I L ...:... ......... 1 1 I f1 11 1...1. 1 ::::1: 1:: {.:: is a:: i::::::: : 1....1...1 1-I. .. .. TOP OF BEAMS 4" CONCRETE SLAB WITH 6 X 6 - W1.4 X W1.4 WWF WITH 1" COVER ON 1.5" X 24" or 36" PANS, 20 GA., GALVANIZED COMPOSITE STEEL DECKING. CONCRETE AND STEEL SUPPORT BEAMS ACT PARTIALLY COMPOSITE. ATTACHMENT INTERMEDIATE AND END SUPPORT BEAM ATTACHMENT: PAIRS OF 05/8" x 3 1/2" HEADED ARC STUDS AT 12" O.C. MAX. STUDS TO BE PLACED IN PORTION OF DECK RIB CLOSEST TO THE BEAM END. rte-YnY're'Y'r"e"rf' re'r' ere'r-r Y"rrs',CY'Y"P"'6"^Y'4' rY"'r"6"•d"' re'Pr'e-rfriTh em' '[ SIDE LAP ATTACHMENT TO SUPPORTS: 05/c RRC PUDDLE WELDS AT 24" O.0 SIDE SEAMS ATA- CF1.. ATTACH 36" O.0st2 AR• . eke OPENINGS: ARC PUDDLE WELDS AT 6' O.C. MAX 1 ! I • _1- n 0 1=2 n 0 PLENUM DECK DIAPRAGM PLAN NOTES: MEASUREMENTS TAKEN TO OUTSIDE EDGE OF POUR DAM ANGLE GENERIC DECK PROFILE SHOWN FOR REFERENCE ONLY. ACTUAL PROFILE WILL VARY BY MANUFACTURER. 3) METAL DECKING HIDDEN LINES NOT SHOWN FOR CLARITY. BOTTOM OF BEAMS PREGALVANIZED 20 GA SHEET METAL INNER LINING OVER 1.5" X 36", 22 GA., GALVANIZED STEEL DECK ATTACHMENT 4 23'-O 3/4" 1/16" 010 -4- = ❑1- CD 2 -10 /J W o3 -aj I 0 03 .1 . .....::::.... ' .':.::...... .:.r .:..... . i:: i s ...-....:'. 1 1 1 1....1....1 ,. ., .. 1..1•,. .. .. ...... 1 1 .1 I..1,. I. ......: 1 . .. 1...1...1 . .... .. ...._.. .1. 1 t 1 11 11 If 11. I ! I f. I :1 .. I I Iii '.. ,.. .. 1 1I I .... 1. 7::1 .. 1 ..I ._. ... ;1 1 1...1 ......... ... ...................._...... 111 11 11 1' 11 ,r 4 :11 .............. lr' II 11.. 11 .. . II:: O , i. 1.. 1 ! 1 I. 1 I..:. ... ..-1 1...1 -. 1 ..1. .. ... ... 1 I ...,....'_.•.. .. .. ... ...._. 'l. ..... '1 .117. 1 �T19'813/1YI 11 11 11' : ::1,:' 111: I.. il- 1"1 : 1 1, �l1 11 I.. I. ... .. .. i 4, .... .... .. l..1 1: :1:.:: 77... :11"r".. _.. .. ,.. .. .. . .. ..L.,. I 1.1. 2'-7 7/8" EDGE : :l :: :::':'. I 1 I 1 ( 1 .. i1.. tr- I :1::1,- 1 ....... I.._L•1 JI i 0 0 OF HATCH FASTEN DECK #12 SCREWS AT STRUCTURAL SUPPORTS AT 12" O.C. ATTACH AT 12" O.C. AT SIDE SUPPORTS AND AT 6" O.C. AROUND OPENINGS ATTACH AT 24" O.C. MAX ALONG SIDE SEAMS BETWEEN ADJACENT DECK PANELS. PLENUM ACCESS HATCH 4 PLENUM ACCESS HATCH ACCESS LADDER ANCHORED TO CONCRETE PLENUM WALL SECTION A -A REVISION HISTORY ADDED TEXT TO NOTE RELOCATED HATCH, ADDED SECTION DETAIL -rr r.C.C•C e v-- ie,e'•r^r rer.r"r r r ee'V^rr:--rr r'rrrv' 3 01.03.2011 SWENSON SAY FACET A STRUCTURAL ENGINEERiNC CORPORATION 2ta4Third Avenue. -Suitt too 5eattIe,W1A 98124 ph aa4443.6zi2 fax:206443,447C/ YaoJi,svre.ri3S(smfcotain EXPIR 1)(oecto GUARD RAIL ANCHORED TO TOP OF CONCRETE REVIEWED FOR CODE COMPLIANCE ADDDflVED rim 182011 City ofTukwila BUILDING DIVISION ,FEB 1.12012 FEB FIELD MIDDLETON INC. 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and itis not to be reproduced, copied in any format or rnanner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 STRUCTURAL DEFLECTIONS (IN) LOCATION DEAD LOAD LIVE LOAD Al .06 .O1 14R4-4.3 PLENUM DECK DIAPHRAGM PLAN A2 .75 .56 A3 .75 .56 A4 .63 .28 SB -1302 1 OF 1 SHEET NUMBER '*1^CY'V'terere`J't^"Y'YYrreNne r!"X eenurrr'r C.6 3.4 03 NOTES: 1) ALL DIMENSIONS TO CENTERLINE OF MEMBERS 2) CONNECTIONS DESIGNED SUCH THAT TOP OF ALL MEMBERS BETWEEN GRIDS 2 AND 5 ARE FLUSH. © L5.00 X 3.00 X .25 POUR DAM FOR SLAB. CONTINUOUS AROUND PERIMETER OF SLAB. 4) BEAMS B11 TO BE PARTIALLY COMPOSITE FOR LIVE LOAD WITH 5/8"0 X 4 HEADED STUDS IN PAIRS @ 12 SPACING ALONG ENTIRE LENGTH OF BEAM. STUDS MAY BE ADDED TO OTHER BEAMS IN A SIMILAR FASHION FOR ADDITIONAL FLOOR STIFFNESS AND EASE OF CONSTRUCTION, BUT ARE NOT REQUIRED FOR STRENGTH. 1 r "errrrerre rrererry'rerrennertrrY'reerrererer.errYarreserenrrerrY, REVISION HISTORY B13 WAS B11, CHANGED TEXT r r-cr r• r e rs.,re rrr^rr ry-cY - e -r rr r rr. rre'r r StrA w•` • Wil03.2011 SWENSON SAYFA.GT ASTRUCTUML.EN 1NEERfl4:GCORPOR.ATIOW 3124 Third Aversa-Staitt 3no ,.Seattle: WA sow phage 443•6atx fa; aod,443,4870 Y. eetsV'1emo ri savfdpe ',coi ri A t B16 23'-0 3/4" 7'_8 1/4" mr- B17 .,. 7-8 1/4" B16 rea B18 .P. m B16 0 no m m B15 c, 315 B15 m as B15 a�- (Po w 03 0 0 LL - B18 Tn. m B17 320 OBSERVATION DECK FRAMING PLAN �. • B17 B16 m JEXPItED j„.„), MODIFIED PE]. SWENSON SAY FAGE.T STRUCTURAL DR,AW1NGS bies-aq(0 REVIEWED FOR CODE COMPLIANCE APDanVED MAR 18 2011 City of Tukwila BUILDING DIVISION FEB 1,12012 Di) E FE2 i1 "' REID MIDDLETON, INC. CN CN L O � CIU O ' l 'M,w m F-- U1 2U? ' 2 b w ^ X Z z 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION BEAM SCHEDULE LABEL MEMBER SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. B10 W10X49 DRAWN BY: JKE CHECKED BY: JW B11 W18X35 B13 W21 X 55 JOB NUMBER 206-039 314 W10 X 33 B15 W8 X 10 816 HSS 12X6X5/16 B17 W21 X 44 B18 W16X26 1484-4.3 OBSERVATION DECK FRAMING PLAN 619 W8X35 B20 W21 X 55 SB -1401 1 OF 1 SHEET I'IIIMBE.R Go c r r ere r e'rrvtrr"r rrrre v'rrww 16-4 15/16' ' r*CY'r r'4CY'r-e'rYtarq 23'-0 3/4" 26-2" *ry •r tae rr e'rr 23'-0 3/4" NOTES: 1) ALL DIMENSIONS TO CENTERLINE OF MEMBERS. 2) GENERIC METAL DECKING SHOWN IN DETAILS. ACTUAL PROFILE MAY VARY. 16-4 15/16" r>'lS4P"rrrr: 41.= _3333 !II i'.fJl :,._ ri! :. 333.. •• 11" 11 1n 1 1 • 1 1. ........ I ... t. iii 1 11 `1 • III 1: : 1:1:1 .. ... .. 1: ... I il.. 113 .. 11.1 .. . :III TI7 :111 I i 1 ::111. ... .. . 34 :::III 3333... "'Ili _3,333• 3333 til JII 1111,11111: 1 1f1 11 (1 .. ....III 3333 ........ it tii' ifa H 11.• 111 ' • • _. 1 ail 11 fI1 '. :11.1 ....`: 11 11 11_ IIA Ila 11. Il: 4! II.. 71: :: ::: 71:I :: .. :: :.:. 1'19 11I.. . .... 111 111., ill .. 114 •: :I .. .. .. II 31: if: dl! }FI Fn .. .. ... .. tI. ll£ r::-. .._ 3.11.3•._. ..1 JAI :: .. 3333 :.`:111 .. .. F I I .�:.� :� :.a 1 �:.. ..,. .: 3331.1.1........ ... .. .. .. .I. 11:1 :: .: .:112. :: 11!1 1 f1. Iti1 ... 1:1::: ... 1• •...:::411: . r:.:::::::::::::::::::: 141: ::.::::::::::::::................ . to .xanr-rs Y: a ft:::. .. FI I:Iq:::: ._.. ... ..III .. ... .. ...I I .. .. :::1 F2. ... ..... ;:::: :I1:1 41: 41'. i CI 1111 III II'I • 1' 11 I1J 311 31! 3,l 114 11:1 11:1. 41: .: : 11:l I :: I:.':.. Irl .. .. :. ,y:. .. .. .tl 119 I '3 4: ' :2.11 .. .. .. .. ...... 111::. .. .. ... ...itt . "'. .. .. .. .. .. .i } 11:1 I -0 !11 I1 .. "iR ... 1 F :11':1 I 311Til',. fit:14:1::-::',.':'1: I :11:1 1 Nf 111 ': `FII 13 11 :'1 :11:1 T ` ............ :[: I'flf :: lfl :: :a-fAll "' 31:I:: :. .::1 C tii ' •"• '.3117. •Tr I I'I _?.. 1113_. Iii.... _....III 111 111 711... 111 : 111 II III... .:: ... I11 .. ... .. : :. .. ..: Frl : isasssssz F1".'.. 1 1 117 4 I'l' Ild I I 311;lit :: (11 I1:1 4;1 ::I k:f. ..: I -,IT 3,3 33 :_r 1113.. .::. •l(fl.=IJn7 :,'. Ili; 31:1 ,: .:::r .1 . .:::: .. ... .. 1 111. Ill IAF}; -. •"r. f4:1 I---:::: .:::4 Il ... _..::.. lil .. 333:3 .. .4kf .:: .. .:::1113...... 111 . :. .. 3333 .:I p.I .. .. .. .. ... 3333 4.1.1:.::: ...::. t 1LL 11 ... .. +13 E•1..... :1:1;1 all. ;. 144 1\\ R 'I111• :1.41S,40-ithodi v z444.344i0 ,rirrRe ore mwwrYwrmmmm1111 5" CONCRETE SLAB WITH 6 X 6 - W1.4 X W1.4 WWF WITH 1" COVER ON 2.0" X 24" or 36" PANS, 20 GA., GALVANIZED COMPOSITE STEEL DECKING. CONCRETE AND SOME STEEL SUPPORT BEAMS ACT PARTIALLY COMPOSITE. ATTACHMENT END SUPPORT ATTACHMENT: 05/8" ARC PUDDLE WELDS AT 12" O.C. MAX INTERMEDIATE SUPPORT ATTACHMENT (TYPICAL) 05/8" ARC PUDDLE WELDS AT 12" O.C. MAX. INTERMEDIATE SUPPORT ATTACHMENT (FOR BEAMS B11): PAIRS OF 05/8"x4" HEADED ARC STUDS AT 12" O.C. MAX. STUDS TO BE PLACED IN PORTION OF DECK RIB CLOSEST TO THE BEAM END. r^er^r r rr^r^rr r e r^rr e r•rr•^rerke•^rrrInre'rr••rNe•« SIQE LAP ATTACHMENT TO SUPPORTS:3 057B -! C PUDDLE WELDS AT 24" CJ,f : i X SIDE SEAMS AT sEini,n2,3. • S ATTACH AT 36" ND OPENINGS: 05/8" ARC PUDDLE WELDS AT 6" O.C. MAX OBSERVATION DECK DIAPHRAGM PLAN 3...i..7.,A,d. REVISION HISTORY CHANGED TEXT CHANGED TEXT 1 MODIFIED PER S \T NSOd SAY FAGET STRUCTURAL DRAWINGS bto*b10 EXPIRED ,FEB 1,12012 MI jt. U, 3t,is v/0104 Ce� 4' vit01.03.2011 $WE NSON SAY EAG ET A STRUCTURAL. ENGINEERING CORPORATION 2124Th,1rd Attenue- 6tlke too • Se4ttke, WA .9Q12.1 ph: 4054 43,6232 . fax; 2Q6.3243•4E7a itam�variscossiapfalr t;cum 2.C'kij J FEB REID MIDDLE TON, INC, REVIEWED FOR CODE COMPLIANCE APDPnVEO MAR 18 2011 City ot Tukwila BUILDING DIVISION W TE- ( z 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any forrnat or mariner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 LOCATION 81 STRUCTURAL DEFLECTIONS (IN) TOTAL DEAD LIVE LOAD 1.42 MECH DEAD .01 .59 14R4-4.3 OBSERVATION DECK DIAPHRAGM PLAN 82 .02 .93 .39 B3 .40 1.01 .62 B4 .38 .97 .58 SB -1402 1 OF 1 SHEET NUMBER rrer 'wY•'r'Y r-rr' CY're Y -r trrecC^rY" rere-r-rr*rrrYv rrr-(v'r'r`CY'r• r+. ''rY^ rYYY"rrrr e YcY CC Yrrrrr"e"YY'•r`errY'Crrr"r"rrrY`rrrC'*rr-r't^YYY-r'rese' errreVrCrrrr4"'crr'rrrrrc r5� r 16'-4 15/16" 23'-0 3/4" 26'-2" 23'-0 3/4" 16-4 15/16" . 7'-8 1/4" 7-8 1/4" 7-8 1/4" 4'-9" 5'-6 11/16 7-8 1/4" 7'-8 1/4" 7-8 1/4" B36 B40 B37 B36 1 Co B36 CA; NOTES: 1) ALL DIMENSIONS TO CENTERLINE OF MEMBERS 2) MEMBER SCHEDULE NOMENCLATURE MATCHES MEMBER CALCULATIONS. 837 B40 LOW ROOF FRAMING PLAN Cr) 'Q Co 'o B37 B36 CO co ..w.d,.�.�..J..r.a.a.,.;..�.,�,..,s..�.x..�.f.a,.�,�.s.�.�..�...�.....,�.,.�..�,.�..x.k.�.s.h.�.,ir.�.�.�a�,..�,�.�..�.�.�.�a..r.�..,,.a.r,,�,�,.�...�..�.r.=..a.. 7-3 1/ L LU N CO en 'o N '0 MODIFIED PER S\ ENSON SAY PAGET STRUCTURAL DRAWINGS 16-8" REF 3 10 15/16" 4'-3 7/8" 3'-10 15/16" 3.7 2'-3 1/8" PRIMARY DIFFUSER SUPPORT STRUCTURE REVISION HISTORY HID SHOWN COMPONENTS rrrr-rer^ercrN'Y"'Y-r "rre errC!'•r't"Y' y'y- v� SWENSON SAY FACET 01.03.2011 A STRUCTuftAL.ENGINEER3t1G CORPORATtON .1114.Thkl Avenue . Suite top : Saatt e, WA 3S psi ph: 206.443:6'13 fax: x06,4.43. S7d www.swehsonsayfiveLoro A-.h3.,i..A.m.A'J•,l..A�,AA..a.�,h,.a..wa..A..�..J..h HOLE PATTERN 1)10 -Argo REVIEWED FOR CODE COMPLIANCE 6DDQIt1VE D hiAt( 18 2011 City of Tukwila BUILDING DIVISION EXPIRED FEB 11 2012 RE v firigsir n E IyI1 REID MIDDLETON_ INC. N CN Q�Q6U < 'ct vi O co M W LLf v)Lin'i cn a_ .Z 0w^X• � 3 L J LU Ln z ce 2 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION MEMBER SCHEDULE LABEL B30 MEMBER SEE DETAIL C/SB-3210 B31 W16X26 SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or mariner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW B33 W18X50 B34 W16X77 JOB NUMBER 206-039 B35 W8 X 10 B36 HSS 12X6X5/16 B37 W18 X 35 B39 W16X26 14R4-4.3 LOW ROOF FRAMING PLAN B40 W18X50 B41 W10 X 49 K30 C6 X 8.2 SB -1501 1 OF 1 SHEET NUMBER I . ... 4- Y Y S. ` O re 60.00 '0 s.‘iit Oo � -7,3c, AFF Tr 0 SL Pr ' ' . i i PRIMARY DIFFUSER SUPPORT STRUCTURE REVISION HISTORY HID SHOWN COMPONENTS rrrr-rer^ercrN'Y"'Y-r "rre errC!'•r't"Y' y'y- v� SWENSON SAY FACET 01.03.2011 A STRUCTuftAL.ENGINEER3t1G CORPORATtON .1114.Thkl Avenue . Suite top : Saatt e, WA 3S psi ph: 206.443:6'13 fax: x06,4.43. S7d www.swehsonsayfiveLoro A-.h3.,i..A.m.A'J•,l..A�,AA..a.�,h,.a..wa..A..�..J..h HOLE PATTERN 1)10 -Argo REVIEWED FOR CODE COMPLIANCE 6DDQIt1VE D hiAt( 18 2011 City of Tukwila BUILDING DIVISION EXPIRED FEB 11 2012 RE v firigsir n E IyI1 REID MIDDLETON_ INC. N CN Q�Q6U < 'ct vi O co M W LLf v)Lin'i cn a_ .Z 0w^X• � 3 L J LU Ln z ce 2 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION MEMBER SCHEDULE LABEL B30 MEMBER SEE DETAIL C/SB-3210 B31 W16X26 SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or mariner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW B33 W18X50 B34 W16X77 JOB NUMBER 206-039 B35 W8 X 10 B36 HSS 12X6X5/16 B37 W18 X 35 B39 W16X26 14R4-4.3 LOW ROOF FRAMING PLAN B40 W18X50 B41 W10 X 49 K30 C6 X 8.2 SB -1501 1 OF 1 SHEET NUMBER (2) 231-0 3/4" 26'-211 1 4 ) &7 11 1; .... Y II 1, i. 1 t �€; .... A,1 tttt .. .. ..... ... >' 211 �Bj E 1 1 11l Is If i JMt 8i 8 1@i i 3Y'}. it i I�! I MM MM M MMM MMM MMMM 231-0 3/4" r y�.�y�� MMMM MMMMMMMMMMMW ,gs I , I4 I_ I3 r? 3 Slt 11l� .. yr) f j WTRY.w.MMY"• Wt,W..MY.N:!T:Y.r.. [MMMtNMMMM MTMY,.!! MM MM MMM M M,Y W.. M MM.Y!.YW ..: 44.4. ...,, ,,.:...Eli :.. f-.1 :..4:444,4444,444%.2,444.4f f8f ............................. rit3YZ 01*W*4.4 Mt'AY i7i��Ll� 'NWtWMY#iMldreVe W. 'OA 1 I IB�1 I:1 434, i[ 111 164 'Et I I B B!1 V1,1 41.1 Pt 1.1 MODIFIED PER 5 SERIES STRUM—URAL DRAWINGS NOTES: 1) ALL DIMENSIONS TO CENTERLINE OF MEMBERS. ,�.,h,%'.7+,A•.ax7x.%xJ•xA... A.,in,R,%s„L,r1.,.3w�hr)u,!•xhx. LOW ROOF DECKING PLAN N -DECK - 3” DEPTH X 2411 WIDE PAN X 18 GA. PAINTED STEEL ROOF DECK. (811 RIB SPACING) MINIMUM END OVERLAP 3" ATTACHMENT ^rr'�P^>'�rY^r-r'�rx•�•ry'y^s^'r'e^ INTpRMEDIATE AND END SUPPORT ATTACH W: 05/841,ARC PUDDLE WELDS AT 16' O.C. ELD PER 241 MIZE, PAN) SIDE LAP ATTAC + NT (TO S . " ORT): 05/8" ARC PUD �;;E:cSI;S2.4 18" O.C. MAX SIDE SEAMS AT A 1.5"SEAMW CENT P AT 2411 O.C. MAX,,,, ARO . P OPENINGS: 811 ARC PUDDLE WELDS AT 12" O.C. MA „,...A.i..A.4..h..4 .4..X.A.A. .A, ,A..a-iwX.i«A_a.A.A. A..A.A.A..4,-4L.A.h.>',.A..a,.. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION NEI :4» 31T23 40/47A t:0C? tirege 01.03-2011 SWE NSON SAY FAG ET ASTRUCTURAL E 3GINEERING:CCMPO. ATION "21,X4 Third Avenue • $ahhetno • Srstt)e, WA 93*21 oh; xa5.,4413.02u fax; aa5.4.43.07o EX P1 -7. ED FEB 1,12012 r-1_ REED MIDDLETON, INC. N nLON. L) 'OwF– ‘,5„0 co op W ‘,5„0u?ct, sz 1 _ "LC, m oo--- R 0 LU ?C : w 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any forrnat or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY; JKE CHECKED BY: JW JOB NUMBER 206-039 LOCATION STRUCTURAL DEFLECTIONS (IN) MECH DEAD TOTAL DEAD SNOW LOAD 01 .02 .75 1.13 C2 .03 .51 .73 14R4-4.3 LOW ROOF DECKING PLAN C3 .59 1.02 .37 C4 .59 .96 .36 C5 .55 .95 34 SB -1502 1OF1 SHEET NUMBER 03 M CN 7. r CO N Q NOTES: 3'-311 16.-4 lb/16- _ 2S -U J/4.. _ 26'-2" '. 23'-0 3/4" --....-- 16'-4 15/16' al at Lt) -sale 111-9 1/4" 10'-10 1/16" 3'-01/16" B56 9'-2 5/8" 37-9" 1) ALL DIMENSIONS TO CENTERLINE OF MEMBERS B56 9,-411 —a gloom. -.NIA 9'-4" 3,-9` ta '!.. CV B57 al at Lt) %. ` %/ ,ti,. :B57 . ... B58 B60 t V' ca LI) m m Ca C n B62 vw r O m ' _ A - - = 1- F113 N Lo m B61 Int St o la:_ NB59##; mll n/ ../ CO Le B61 m A,..4,,,,,t 4c. B58 ;. N 000 N -‘- B60 rit a ,— - _ = 1 !--_. B57 I r /58 in � ! B60 qI . ..... B57- / _ .., . 0ii \,.. aw.y. .. .. 1) ALL DIMENSIONS TO CENTERLINE OF MEMBERS B56 9,-411 —a gloom. -.NIA 9'-4" 3,-9` B56 ... 9'-2 5/8" 3'-0 1/16" 1 '-4 5/8" B56 11'-9 1/4" Mem +110 '!.. CV B57 Lt) B62 ` _ _ _ _ a : s7IrL B60 B58 t V' ca LI) m m Ca C n B62 vw r O m ' _ A - - = 1- F113 N Lo m B61 Int St V la:_ o se le in Se A,..4,,,,,t 4c. B58 ;. B56 ... 9'-2 5/8" 3'-0 1/16" 1 '-4 5/8" B56 11'-9 1/4" Mem +110 SERVICE DECK FRAMING PLAN B56 3'-3'! 7,:=M.ODIFJED PER SWENSON SAY 'MOH STRUCTURAL DRAWINGS REVISION HISTORY EXPIRED FEB 112012 REVIEWED FOR CODE COMPLIANCE APPPAVED MAR 18 2011 City of Tukwila BUILDING DIVISION bias lace MOVED TEXT B52 UPDATED DIMENSIONS , rr„r... tad ?V> 317n S'146tpA cm,1ar+ fide SWENSON SAY FACET A STR.UCT:URAL E&GitNEERNG CORPORATION 2124 Third Avenue • Suite 1po - $eattfe, WA fli i +tY; aQ6r443 62iz fax; ze6.443.4870 vve4W.gvreliscrose-O unt. to 1-03-2011 EgtL'\ REID MIDDLETON, INC. M • 2 LU MEMBER SCHEDULE 03/21/08 03 LABEL MEMBER 01/21/08 01/18/08 02 01 B50 W16X36 DATE ISSUE/REVISION B51 W16 X 50 B52 W6X 15 B53 W16X67 B54 W16X36 SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. B55 W1OX 33 B56 W16X36 DRAWN BY: JKE CHECKED BY: JW B57 W8X35 B58 W8 X 10 JOB NUMBER 206-039 B59 2x C6x8.2 B60 W8X35 B61 W8X35 B62 W16X50 14R4-4.3 SERVICE DECK FRAMING PLAN K50 W8 X 10 K51 2L3X3X.25 K52 2L3X3X.25 SB -1601 1 OF SHEET NUMBER B57 Ail ` _ _ _ _ a : s7IrL B60 B58 Lo N Ca r r f B59 r O m ' _ A 1- F113 N Lo m B61 Int St la:_ A,..4,,,,,t 4c. B58 ;. N 000 N -‘- B60 rit a ,— - _ = 1 !--_. B57 in SERVICE DECK FRAMING PLAN B56 3'-3'! 7,:=M.ODIFJED PER SWENSON SAY 'MOH STRUCTURAL DRAWINGS REVISION HISTORY EXPIRED FEB 112012 REVIEWED FOR CODE COMPLIANCE APPPAVED MAR 18 2011 City of Tukwila BUILDING DIVISION bias lace MOVED TEXT B52 UPDATED DIMENSIONS , rr„r... tad ?V> 317n S'146tpA cm,1ar+ fide SWENSON SAY FACET A STR.UCT:URAL E&GitNEERNG CORPORATION 2124 Third Avenue • Suite 1po - $eattfe, WA fli i +tY; aQ6r443 62iz fax; ze6.443.4870 vve4W.gvreliscrose-O unt. to 1-03-2011 EgtL'\ REID MIDDLETON, INC. M • 2 LU MEMBER SCHEDULE 03/21/08 03 LABEL MEMBER 01/21/08 01/18/08 02 01 B50 W16X36 DATE ISSUE/REVISION B51 W16 X 50 B52 W6X 15 B53 W16X67 B54 W16X36 SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. B55 W1OX 33 B56 W16X36 DRAWN BY: JKE CHECKED BY: JW B57 W8X35 B58 W8 X 10 JOB NUMBER 206-039 B59 2x C6x8.2 B60 W8X35 B61 W8X35 B62 W16X50 14R4-4.3 SERVICE DECK FRAMING PLAN K50 W8 X 10 K51 2L3X3X.25 K52 2L3X3X.25 SB -1601 1 OF SHEET NUMBER 11'-2 9/16" 2.5 \1/ 9 1/2" _,_ '0 111-5 3/16" 17-3 1 /2d - 911/2" 91/2" SYMMETRIC DIMENSIONS NOTES: 1) GRID DIMENSIONS TO CENTERLINE OF MEMBERS 2) CATWALK DIMENSIONS MEASURED TO OUTSIDE OF SUPPORTS © NO ANGLE SUPPORTS HERE, ATTACH DIRECTLY TO BOTTOM 02 FLANGE OF GRID 3.0 AND 3.2 BEAMS (AND 3.8 AND 4.0). 4) DEAD LOAD DEFLECTIONS PROVIDED FOR CAMBER DESIGN IF DESIRED TO MAKE FINAL FLOOR ELEVATION AS PLANNED AFTER SETTING COMPONENTS. CAMBERING MEMBERS ON GRIDS 2.5, 3.0, 4.0, 4.5, B.39, C.61 WILL BE MOST EFFECTIVE. 5) SEE SHEET SB -2601 FOR SAFETY RAIL DETAIL SERVICE DECK CATWALK PLAN -SPAN-DECK TYPE CATWALK GRATING, STEEL, GALVANIZED. PRODUCT SHOWN: AMICO GRATING SAFETY -GRIP CHANNEL 12" X 2" X 13 GA. X VARIOUS LENGTHS STM -A-653, G-90 (Z-275) PRE-GALVINIZED TYPICAL ATTACHMENT SHOWN IN DETAIL C SA -3603. OPTIONAL WELD ATTACHMENT ALSO SHOWN. EXPIRED FEB 1,12012 REVISION HISTORY CHANGED TEXT UPDATED VIEW ori %j Via 0, cAt E SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPQRATIO a"/ 21x4 Third Avantte - S alis teo - Seattle; WA 02i ph: xc6..443.6212 fa X: Z46,44:3 ;q v )1EVIEWED 117.3 REID MIDDLETON, INC. .1 biosticup REVIEWED FOR CODE COMPLIANCE APDQnvED MAR 182011 City of Tukwiia BUILDING MOON N 0 08 CO 0 oul CI - u, w p ' ^ x • th3 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. STRUCTURAL DEFLECTIONS (IN) DRAWN BY: JKE CHECKED BY: JW LOCATION MECH DEAD D1 1.26 JOB NUMBER 206-039 D2 .80 D3 .96 D4 .99 D5 .08 D6 .68 1 4R4-4.3 SERVICE DECK CATWALK PLAN D7 .14 D8 1.04 D9 .05 SB -1602 1 OF 1 CHET NUMBER 03 . . i 1 _ _ill __ ... _... 4. o --- imileedEr it _ SB -3601 \\NI NM w hillinill D SB -36021 o ■ - SB 3601 SB -3602 ...._.. ....i.. ., i* 1-----.-•-•••.�R ���' i Wi+:r {+� �".w.�i ri.wi L1!r riwi Po III�SB01 arnwars k. D3 E D5 SB 3601 N, MIMI1 � B-3601 3'-6" 3 � SB -g 02 B-3602 •_� Ililipi' wiirr� ► �p.. 1 1 IIS d I gam M 9 111 -� �Il,l� I �, SSB -3603 111 NOTES: 1) GRID DIMENSIONS TO CENTERLINE OF MEMBERS 2) CATWALK DIMENSIONS MEASURED TO OUTSIDE OF SUPPORTS © NO ANGLE SUPPORTS HERE, ATTACH DIRECTLY TO BOTTOM 02 FLANGE OF GRID 3.0 AND 3.2 BEAMS (AND 3.8 AND 4.0). 4) DEAD LOAD DEFLECTIONS PROVIDED FOR CAMBER DESIGN IF DESIRED TO MAKE FINAL FLOOR ELEVATION AS PLANNED AFTER SETTING COMPONENTS. CAMBERING MEMBERS ON GRIDS 2.5, 3.0, 4.0, 4.5, B.39, C.61 WILL BE MOST EFFECTIVE. 5) SEE SHEET SB -2601 FOR SAFETY RAIL DETAIL SERVICE DECK CATWALK PLAN -SPAN-DECK TYPE CATWALK GRATING, STEEL, GALVANIZED. PRODUCT SHOWN: AMICO GRATING SAFETY -GRIP CHANNEL 12" X 2" X 13 GA. X VARIOUS LENGTHS STM -A-653, G-90 (Z-275) PRE-GALVINIZED TYPICAL ATTACHMENT SHOWN IN DETAIL C SA -3603. OPTIONAL WELD ATTACHMENT ALSO SHOWN. EXPIRED FEB 1,12012 REVISION HISTORY CHANGED TEXT UPDATED VIEW ori %j Via 0, cAt E SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPQRATIO a"/ 21x4 Third Avantte - S alis teo - Seattle; WA 02i ph: xc6..443.6212 fa X: Z46,44:3 ;q v )1EVIEWED 117.3 REID MIDDLETON, INC. .1 biosticup REVIEWED FOR CODE COMPLIANCE APDQnvED MAR 182011 City of Tukwiia BUILDING MOON N 0 08 CO 0 oul CI - u, w p ' ^ x • th3 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. STRUCTURAL DEFLECTIONS (IN) DRAWN BY: JKE CHECKED BY: JW LOCATION MECH DEAD D1 1.26 JOB NUMBER 206-039 D2 .80 D3 .96 D4 .99 D5 .08 D6 .68 1 4R4-4.3 SERVICE DECK CATWALK PLAN D7 .14 D8 1.04 D9 .05 SB -1602 1 OF 1 CHET NUMBER 1 '-8 5/8' 11'-9 1/4" 15'-2 3/4" 9'-2 5/8" 13'-1" 13'-1" 9'-2 5/8" 15'-2 3/4" 111-9 1/4" 7'-4 3/4" --0111 sr- NOTES: 1) ALL DIMENSIONS TO CENTERLINE OF MEMBERS 2) TURN 1 SUPPORTS BETWEEN GRIDS 3 AND 4 3) FAN SUPPORTS BETWEEN GRIDS 2 AND 3 (4 AND 5) 4) TURN 2 SUPPORTS BETWEEN GRIDS 1 AND 2 (5 AND 6) c az DETAIL A: TYPICAL MACHINE CONNECTION HOLE PATTERN GRIDS B.2, B.33, C.67, C.8 3'-6 3/4" r-+ 11'-8 11/16" REF SERVICE DECK MACHINERY LAYOUT DETAIL B: TYPICAL MACHINE CONNECTION HOLE PATTERN GRIDS 2.6, 4.4 10 1/8" X101/8" co 3" DETAIL C: TYPICAL MACHINE CONNECTION HOLE PATTERN GRID C EXPIRED FEB 1;12012 REVISION HISTORY UPDATED DIMENSIONS, SLOTS CENTERED ON BEAM ram err Ayr'r wza. .etPStOM V 4. Win 01-03-2011 SWENSON SAY FACET A,STRUCTURAL ENO1NEMING CORPORATION zfar.Thimi Aversut • Suitt ioo - Seattle.: WA g&iai ph: *E.443.6n fax: o6.443.407* CODE IAFON APDDnVFO MAR 182011 la BUILD NG DIof VISION kil FIT -.91L. i , 1 REID MID LD -TON, INC. 10 1/8" 10 1/8" CO ) 3" DETAIL D: TYPICAL MACHINE CONNECTION HOLE PATTERN GRIDS B.39, C.61 g :E QLi- O�0 ‘6 M W 1-2 ic7 JOFwvi) p w ^ u z u 3: z D 03/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and itis not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 1 4R4-4.3 SERVICE DECK MACHINERY LAYOUT SB -1603 1 OF 1 SHEET NUMBER 3- W - m - I 8'-4" 1 '-8 5/8" _- ti .4, / D LIN L. NOTES: 1) ALL DIMENSIONS TO CENTERLINE OF MEMBERS 2) TURN 1 SUPPORTS BETWEEN GRIDS 3 AND 4 3) FAN SUPPORTS BETWEEN GRIDS 2 AND 3 (4 AND 5) 4) TURN 2 SUPPORTS BETWEEN GRIDS 1 AND 2 (5 AND 6) c az DETAIL A: TYPICAL MACHINE CONNECTION HOLE PATTERN GRIDS B.2, B.33, C.67, C.8 3'-6 3/4" r-+ 11'-8 11/16" REF SERVICE DECK MACHINERY LAYOUT DETAIL B: TYPICAL MACHINE CONNECTION HOLE PATTERN GRIDS 2.6, 4.4 10 1/8" X101/8" co 3" DETAIL C: TYPICAL MACHINE CONNECTION HOLE PATTERN GRID C EXPIRED FEB 1;12012 REVISION HISTORY UPDATED DIMENSIONS, SLOTS CENTERED ON BEAM ram err Ayr'r wza. .etPStOM V 4. Win 01-03-2011 SWENSON SAY FACET A,STRUCTURAL ENO1NEMING CORPORATION zfar.Thimi Aversut • Suitt ioo - Seattle.: WA g&iai ph: *E.443.6n fax: o6.443.407* CODE IAFON APDDnVFO MAR 182011 la BUILD NG DIof VISION kil FIT -.91L. i , 1 REID MID LD -TON, INC. 10 1/8" 10 1/8" CO ) 3" DETAIL D: TYPICAL MACHINE CONNECTION HOLE PATTERN GRIDS B.39, C.61 g :E QLi- O�0 ‘6 M W 1-2 ic7 JOFwvi) p w ^ u z u 3: z D 03/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and itis not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 1 4R4-4.3 SERVICE DECK MACHINERY LAYOUT SB -1603 1 OF 1 SHEET NUMBER CE) 16'-4 15/16" 'z 23'-0 3/4" 26'-2" 11'-9 1 /4" 1 '-4 5/8" 10'-10 1/16" 12'-2 11/16" 4 23'-0 3/4" .1C4'1. $7129E�cs"r 01.03.2011 SWENSON SAY FACET A' STRUCTURAL .ENGINE R1NG CORPORATION as.3ATtsirdAvenue -Suite lop '• 5eaxttle.,YJA 9&:121 ph: zo&443..6atl frX 7O6 443.870 lAreiW gW SMAQet rrxrn 16-4 15/16" 12'-2 11/16" eY 0 B72 rr B72 10'-10 1/16'sal H sm-1 11'-9 1/4" l'-4 5/8" B72 K70 B C K70 K70 K70 1 I SB -3701 SB -3701 K70 m E m m F m r -,,co m .�. rYl I m SB -3701 SB -3701 1 B72 vOOr 1Tiff PER. S SERIES S' RU _"I U , - r. AWINUS NOTES: 1) ALL DIMENSIONS TO CENTERLINE OF MEMBERS 2) ROOF SLOPES 1.7° (SEE SB -2002) B72 B72 0 m .,hha..,A.,7•..7,a.Jw.X.a+.,J..,Ta+,A.k.,...d•.� J-..d.A�...J+,74A�A,.A.J-. F..i�..l�..)•,.,dw.S•.a..i..,:..1w.ba.„h..h.R,.h,A,A..i-..hhaw,.A.�..3�..,h..A.h.A.A..d,�a-.Jx,.k..b..Ah.iaw7dh„Se,L..,A,fJ.-1+.� .bJ..ha+.h.,A•-.�.R.a .J••., HIGH ROOF FRAMING PLAN EXPItE� ,FEB 112012 blos xi�o \ L/ 11 V VA_,�1`; 1; REID MIDDLE' ON, INC. REVIEWED FOR CODE COMPLIANCE Arun/nWO MAR 182011 City of Tukwila BUILDING DIVISION w ce 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 MEMBER SCHEDULE LABEL MEMBER B70 W14X30 14R4-4.3 HIGH ROOF FRAMING PLAN B71 W14X30 B72 K70 W16 X 36 C6 X 8.2 SB -1701 1 OF 1 SHEET NUMBER 4'-2 3/8" BOLTED PANELS 3 7/8" EDGE OF HATCH 1 1'-1 1" BOLT LINE 4.5 11'-1 1" BOLT LINE 1 7/8" BOLT LINE & A 11 ,4 . _ M..1.. 91 f8 4 9 tl f§.. 9. e 8' $ is w n a n; ..".�. f9 M., k: 4 ffi N 9 tl ib tl 91 IC N ! tl ilk B# : 11 a ...'.$ $ 9.. .s a::.a. .$-:..8'k a fB 9 2.....L1 f0 $'. "9 f6...•.$ a $ 2t. NI ! tl& M n1 'A'N u1 �. !. .gffi g. 4 !l...:2 .A:.. F. A 04 ® 31 la tl NI 11:::91 Ilk 3• ffi 9 ffi tl A.. 9 N 91 tl 4 ffi 4 8 !9 8 $ e5 i'Im 9 $ 9 a 8 W 5 9 Of8. 91 IN tl1'i it W tl 98...:9: 9 L1 h r' g W. p! m a' ! L..'::'9 ffi PS S • 42 A A LE .. IN A lAWANA rift 18 R ..... _.. _. ▪ 888 2 88124.....21 a A £14 9 tl 9 $ 8 $ 83,.$..,_9 0 8 9 9 ▪ 11 9 $9 ffi EI ffi In fl I'I 1 e ld 114 1 6E !! LFY 1 9 ,.. „ .. "., ..:. r.: • ......................................f 193 2$4 t1 malaxmnrati wissasast mm53411m01>„1 I. 4111411451414411 esassassattliii f 1 i t SBm37`07, iilf ll /KM11061SE f191(♦i Aiisiawaiafliill 41010144.14W 319433931 IN}f?ffwW..w �9ssw�aae f1 t ,0 i9 BU JB r 191 fl R Y'1 010444414413 414459581144.9 II 1 m tl 11 11 ... .. p.: M ..y. ASI, 1. 9 tl iB $' 9 8# tl 9 RI S ur ,A a ;. 'tl 9 11 IR ffi 41 94 9 m 9 iu 11 m m r.' m ' d'.• N 3 Y 8i. :::t..'it:; ::9 11 U W " 0.l U(' a W Jf !11 9 111 IG $ Y( 11 NS 10 X 1! $' 1: tlI e1': S 4 RI... q SS a ffi tl .$ 9i 8 9E 9 91 9 a 9 E:.3 p 9 & E 9:: R3 9 ,z ie n I f1 9 °la a9 3 9 3e tea tl 04 f° @ 'a A11 .111f; - :IMI tl 9 tl 91 3A Vit: e 9 tl 0 on :m 91 » r »t 931 331 5.9 ! 9 9 93 !Ia 9 9 a Ill i....$ 9 5 2::$ ; m 9 $ 9 $ 13 '.. . .�...... S -.:.x.,44- . 4,.... .iii.......::'...., t8 '% It iii i9 fi W gg�1 p,WI4t7& N n J9 11 p ....N W W A If* 9 W N W t0.' k '9 & It '$ 8 9 tl 9 10 91 0.4 111 Al 411 9 gS W ffi N $41 9 N 9 tl 9 12 S 9 91 9 9 13, 9n I it Y IP . ..tl! 3Y 1i '.: iit'. 9' 8 13--11 9 tl 91 m 1K 9 11t:n}s II! T 114 • 1-1.* 1•Y .... 1Y._ ltl 114 9 3 m lm m -Al: -m-- 9 NItl N 9 sr. 'R d m u 9 tl W I9 11.2 i a m 41 m a r1f I: tl ffi 1111 41:4.1.1 1 .,.... 9 9 $ 9 8.:1:1 14 9 0 9' 8 (1i m m x -4 13 } 9 8 58-3701 HIGH ROOF DECKING PLAN 3 NOTES: 1) ALL DIMENSIONS TO CENTERLINE OF MEMBERS REMOVABLE ROOFING JOINT REQUIRED ABOVE BOLT LINES. PLAN VIEW TAKEN NORMAL TO (SLOPED) TOP ROOF NOT PARALLEL TO GROUND. 4) GENERIC DECKIING PROFILE SHOWN. ACTUAL DECKING PROFILE WILL VARY. '-Y-7-re rre'rf're 4' esre're'M""Y•Wrrry' -rrt-r re",q--.- 4 rri SW NSON SAY EAG ET A STRUCTLJRA.l, ENGINE&R.€NG CPRPCRATION 2124 Third AvetiveSuite sad Seattle, WA 98111 ptis 206443.6 12 f4x:206443.487* sweeraerisonsayfaisetorn l•.h.h.A..A.AI..A.A,.3..h.�.,i..i...#�h•.AA.A..h.hhJ.AJ.h.J.J..A.AAhh,ih CENTER 12 PANELS ABOVE FANS ARE BOLTED AFTER WN O A ER WELDING IS COMPLETE ON REMAINING ROOF DECK. OVERLAP PANS 6" AT BEAM SUPPORTS ON EACH END. PROVIDE 5/8" ASTM A325 BOLTS WITH HARDENED WASHERS AT 8" O.C. AT END SUPPORTS. SCREW SIDE SEAMS AT 6" O.C. N -DECK - 3" DEPTH X 24" WIDE PAN X 18 GA. PAINTED STEEL ROOF DECK. (8" RIB SPACING) MINIMUM END OVERLAP 3" ATTACHMENT INTERMEDIATE AND END SUPPORT ATTACH 0578cARC PUDDLE WELDS AT 8" O.0 SIDE LAP ATtHMENT (TO SUP 05/8" ARC PUbbt.. WELDS SIDE SEAMS AT A SEE SST S2.6 T) : 121' O.C. MAX S: 1.5" SEAM WED". • T 2411 O.C:- AX PENINGS: ARC PUDDLE WELDS AT 8" O.C.�htS ACRO U EXPIRED FEB 112012 l0—.1qco Fri REID MIDDLE JC, CODE COMP FOR CE ADDQnVED MAR 182011 City of Tukwila BUILDING DIVISION 3 N OZ79 I oto �w QJ �� mor\ CD ow^z �Zau3. 01/18/08 01 DATE ISSUE/REVISION SkyVerlture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or mariner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 HIGH ROOF DECKING PLAN SB -1702 1 OF 1 SHEET NUMBER ELEV. 68'— 3 7/8" TOP OF STEEL BEAM HIGH ROOF ELEV. 53'-4" TOP OF STEEL BEAM SERVICE DECK 16'-4 15/16" d" 26'-2" I f1 " / 411 16' 4 15/16" 6 �..a. -- — —. - L..) LI �/ T ..: OUTLET TRANSITION DUCT INLET TRANSITION DUCT INLET TRANSITION DUCT 1 n 1 SB -1701 REVISION HISTORY CHANGED SPLICE LOCATION UPDATED VIEW NOTES: TURN 1 E SB -3202 02 DIMENSION FROM TOP OF STEEL ON LOW ROOF TO CL OF SPLICE REMAINING MEMBERS IDENTIFIED ON MORE DETAILED PLANS AND ELEVATIONS. 3) HIGH ROOF DECKING NOT SHOWN FOR CLARITY SB -1601 OUTLET TRANSITION DUCT RETURN AIR TOWER ELEV. 30'-2" TOP OF STEEL BEAM LOW ROOF ,RETUR AIR TOWE ELEV. 18'-0" TOP OF CONCRETE OBSERVATION DECK FLIGHT CHAMBER ELEV. 1'-7 1/4" TOP OF CONCRETE PLENUM DECK ELEV. O'—O" TOP OF FLOW PATH ELEV.—(15-5") TOP OF CONCRETE PLENUM SLAB INLET CONTRACTOR TURN 4 BEHIND ,� 03 II is tin: inal! A .._..: 111 B A SB -2202. SB 2202 SB -1501 'rrrr- r ori 0103-2011 SW NSON SAY .PAG T A STRUCTURAL ENGINEERING CORPORATION m4 Third Avenue -Spite leo Seettte, WA gRts t ph 246.446 rs fax; 146443487o tivywya v✓ensorlseyfaget.tore EXPIRED FEB 112012 GROUND LEVEL (ELEV. DETERMINED BY OTHERS) • SB -2003 SIMULATOR FRONT ELEVATION SB -2002 tijox'I(, TURN 3 BEHIND EVIEVIED FEE REID MIDDLETON, I REVIEWED Fr CODE COMPLIANCE ADDQnvED MAR 182011 City of Tukwila BUILDING DIVISION 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any forrnat or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 MEMBER SCHEDULE 1 2 LABEL C2 C3 14R4-4.3 SIMULATOR FRONT ELEVATION SB -2001 1 0 F 1 SHEET NUMBER 0 NOTES. 1) TOP OF STEEL IS INDICATED WITHOUT INCLUSION OF DECKING OR CATWALKS. 2) SEE RAT ELEVATIONS FOR ADDITIONAL MEMBER SIZING INFORMATION. ELEV. 68'- 3 7/8" TOP OF STEEL GRID E HIGH ROOF ELEV. 67'- 4 1/8" TOP OF STEEL -GRID A HIGH ROOF ELEV. 531- 4" TOP OF STEEL SERVICE DECK ELEV. 30'- 5' TOP OF DECKING LOW ROOF ELEV. 30' 2" TOP OF STEEL LOW ROOF ELEV. 18'- 0" TOP OF CONCRETE OBSERVATION DECK TOP OF CONCRETE ELEV. 1'- 7 1/4" 02 TOP OF CONCRETE PLENUM DECK ROOF SLOPE. LOW ROOF WILL BE SLOPED FOR DRAINAGE AS DETERMINED BY THE AOR. SEE MORE DETAILED PLANS AND ELEVATIONS FOR ADDITIONAL MEMBER SIZING. SIMULATOR SIDE ELEVATION PROJECT ELEV. 0'- 0" ®EBD 1 7/8" 16-3 9/16" 16'-3 9/16" 1 7/8" --1.5" 22 GA. GALV METAL DECK. WITH 20 GA PREGALVANIZED INNER SKIN. SEE DETAIL A SB -3208 FOR ATTACHMENT SCHEDULE i TOP OF FLOW PATH 11--III------ II� -- --11 11 I --I I I SB 220, 1- -I 11=1 I III--11I� 1=111--1 I I 1=111 1-11 111=-1 I I- =}_ ._I 1 I -I 11- 1 I ---_-.I \ I --I 11- _I } 1=111=1 I - I i 1-111= I IIII-11 I- 1 I --I I I_ -__--I I I l I 1 =1_I 1=I _I I 1=1 11= III=1 I I --1 I I \\\-17-5-\\\----6'\\ 1.----I i lI �1 \ 1---\ .III- 111--- -I I \_.-I 1 I---1 I f -- ti ti 1- III III- I I 112--1 II III 111 11 I i � �--1' �I I \__a__\ �-111 y 111 11=1 I �_I i t=III TI 11=11\,___L\ = _ =-1 11==1 I ISI 11=1_� 1117- = REVISION --- HISTORY ADDED ELEVATION PLENUM DECK UPDATED VIEW & DIMENSION, HIDDEN LINES NOT SHOWN me, SWNSON SAY FAIT A STRUCTURAL ENGINEERING CORPO ATION 21 4 Tl lyd Avenue-, Suitt loo • .'seattie, 98121 ph' zo8.443.6zu fax:tot 443.4871 varnisureSIVelgtVetteln EXPI ED FEB 112012 rREtD U'iIODLEJ2- INC.' Mr'r^v-vw,rr^r-r-vnr^r*r^e-r £: I OUDS INDICATE AREA HAS BEEN MODIFIED PER SWENSON SAY F AG:E'T STRUCTURAL DR.A WINGSv".r-r^ blocL'uo ESCODCOMPLIANCE 4DDrammo MAR 182011 City of Tukwila BUILDING DIVISION cy Op�0 Oz.O &) co n �_J oa.; NOTES: f 1) SLAB SHOWN AS HORIZONTAL, WILL NEED TO BE SLOPED FOR DRAINAGE. LOUVER PANEL ACCESS DOORS ELEV. 1'-4" TOP OF FOUNDATION WALL 16'-3 9/16" co 16-3 9/16" (D) rt J1.1111 11 Oft rb, FLOWPATH VOLUME SHOWN SERVICE DECK ACCESS STAIRCASE LOUVER PANEL OPENING 25'-2" INSIDE RAT REF INNER RAT SKIN 5'.32° ELEV. - 15'- 5" TOP OF SLAB DETAIL A: GRID 2.1 ELEVATION LOOKING WEST E3) 1 7/8" 16-3 9/16" 16'-3 9/16" 1 7/8" SERVICE DECK CATWALK nnnr-rnA<nnn� LOUVER PANEL OPENING B B-3302 //Yv'/Y•/1Y'/'/ //7//•-//'/Y////.7//7/////Y.7.7•7 Y/Y DETAIL B: GRID 3.1 ELEVATION LOOKING WEST REVISION HISTORY 02 UPDATED VIEWS v -r rr rrrrrr r.arr-rrrcr.r ry. ryrre'r rri isioa- 01.03.2011 SWENSON SAY FAG ET A STRUCTURAL ENcIN£ERING CORAORAT€OW �rz ?hird Avenue 5uEte neo -Seattle, WA Ow ph:a9*44A,62u2 'far.: zo6-443487* wK:wsWe'nsans"dy'{t get Qr1Y. .P..led..,J..J..h,. A..A..J...1..A✓t..k. EXPIRED FEB 1,12012 REID MIDDLETON, INC. CODECOMPLIANCE APDDnVED MAR 182011 City of Tukwila BUILDING DIVISION bto- 3f, SKYY:ENTURE 03/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or mariner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 GRID LINE ELEVATION SB -2003 1 OF 1 SHEET NUMSER E NOTES: 1) EAST RAT GRID B FACING NORTH SAME FRAMING MEMBERS / DIMENSIONS AS ABOVE MIRRORED ABOUT CL (GRID 3.5) 2) EAST RAT GRID D FACING SOUTH SAME FRAMING MEMBERS/DIMENSIONS AS ABOVE 3) WEST RAT GRID D FACING SOUTH, SAME FRAMING MEMBERS/DIMENSIONS AS ABOVE MIRRORED ABOUT CL (GRID C) 4) MAINTENANCE ACCESS CATWALKS AND DECKING NOT SHOWN FOR CLARITY. ELEV. 52'- 0 1/8" TOP OF STEEL RAT ELEV. 30'- 5 3/16" CENTER LINE COLUMN CHANGE OF SLOPE ELEV. 24'-8" CENTER LINE COLUMN /03 Cr) ELEV. 01- 0" DETAIL A: WEST RAT WALL FRAMING (ALONG GRID B LOOKING NORTH) SPLICE REVISION HISTORY ADDED B36 & B46 UPDATED SPLICE LOCATION REVIEWED FOR CODE COMPLIANCE ADDanvED MAR 182011 City of Tukwila , BUILDING DIVISION 10- acila `rrrr re- -err crrr rr•rn-crrrY r r r ''-rr-r r 31123 i}0 ..z Ut3j�A; 6C' 4�. : C967 F 01-03.2011 SWI .ENSON. SAY FAG ET A: STRUC'CURAL. ENeJNEf ING:CORPORATION rugs Tkrird Avenue -Suite lop - Seattle, WA gam i ph: ,Zde.443.8..2t2 fax: 206443.467o mateJ$V3eiA:'Gtll'?Cyfagatx. m EXPIRED FEB 112012 1 7U4 1�n ly,ft REID MIDDLETON, INC. 03/21/08 03 D1/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any forrnat or manner whatsoever without first obtaining SkyVeriture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW MEMBER SCHEDULE LABEL MEMBER JOB NUMBER 206-039 B16 B36 B46 Cl HSS 12X6X5/16 HSS 12X6X5/16 HSS 12X6X5/16 W12X40 14R4-4.3 RAT ELEVATION EAST -WEST K80 W5 16 C6 X 8.2 C6 X 8.2 SB -2201 1 OF 1 SHEET NUMBER SB -3205 C1 A B SB -3205 i nE% D ELEV. 52'-0 1/8" red TOP OF RAT TOWER ELEV. 47'-10 1/8" CL TOP OF GIRT ELEV 43'-5 3/8" B45 0 CL TOP OF BEAM 11 tzar/l6 Cl j 1 SB -3205 ELEV. 31'-0 13/16" CL TOP OF BEAM ELEV. 23'-3 9/16" CL TOP OF GIRT ELEV. 17'- 2" CL BEAM ELEV. 12'- 4 1 2" rrycj,,,11)P OF GIRT Cl ELEV. 71- 3 1/2" CL TOP OF GIRT G81 LID DETAIL A: EAST RAT FRAMING (BETWEEN GRIDS 6-5.7 LOOKING WEST) NOTES: 1) WEST RAT FRAMING A MIRROR OF EAST RAT FRAMING AS SHOWN ABOVE 2) GIRTS SHOWN ARE REQUIRED FOR BRACING THE CHEVRON DIAGONALS 3) ALL GIRTS ARE SAME C10 X 15.3 SIZE 4) ALL SECTIONS SHOWN ARE CUT NORMAL TO EXTERIOR FACES MEASUREMENT TO TOP OF BASE PLATE ELEV. 0'- 0" 1, el. (011 SB -3206 S.._/ Fry, SB -3205 16'-3 9/16' 16-3 9/16" REVISION HISTORY UPDATED DIM & TEXT, ADDED DETAIL ELEV. 52'-0 1/8" TOP OF RAT TOWER sto a 3'-1 1/16" -spa r E ` V. 471- 8 9/16' Th- err r-cr ClE A SB -3206 E e 0 e • 0 e B44 e 0 C5 05 • 0 0 0 0 0 Cr.(' -e" B30 • ree TOP OF GIRT ELEV. 43'-8 3/4" CL TOP OF BEAM LEV. 31'-10 11/16" L TOP OF BEAM 3/8" 02 ELEV. 23'-10 1/8" TOP OF GIRT S8-3203 e Monet I ...1 m 1' 1 lJ/ IcI b, I Ice 1 >_>'+i YRYL-- _ PM_. -J ' TOP OF GIRT ELEV. 43'-8 3/4" CL TOP OF BEAM LEV. 31'-10 11/16" L TOP OF BEAM 3/8" 02 ELEV. 23'-10 1/8" TOP OF GIRT S8-3203 1'-10 13/16 11-415/16" K831 calm 1 ELEV. 17'- 7" TOP OF BEAM ELEV. 12'-4 7/8" OP OF GIRT ELEV. 7'- 3 7/8" TOP 01- GIRT EXPIRED FEB 1.12012. DETAIL B: EAST RAT FRAMING (BETWEEN GRIDS 5-5.2 LOOKING EAST) REVIEWED EOR CODE COMPLIANCE AaoQnVED MAR 18 2U11 City of Tukwila BUILDING DIVISION r",1"rrr mrrt'•, ••,e v,rr •*rrir r rr rrrt'^q•'•,,••�• rrer"ry rri wwvesatensotisavfagaturra 7-3 MEMBER SCHEDULE • 01-03-2011 LL F8 C cn e— to SKYVENTURE iENTURE 03/21/08 02 01/18/08 01 DATE ISSUE/REVISION LABEL B10 B14 MEMBER B30 SEE DETAIL C/SB-3210 SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW B34 B44 B45 K82 W16X 77 W10 X 49 C1OX 15.3, W6 X 15 JOB NUMBER 206-039 K83 K84 W6 X 15 W6 X 15 14R4-4.3 RAT ELEVATIONS NORTH -SOUTH SHEET NUMBER Monet 1'-10 13/16 11-415/16" K831 calm 1 ELEV. 17'- 7" TOP OF BEAM ELEV. 12'-4 7/8" OP OF GIRT ELEV. 7'- 3 7/8" TOP 01- GIRT EXPIRED FEB 1.12012. DETAIL B: EAST RAT FRAMING (BETWEEN GRIDS 5-5.2 LOOKING EAST) REVIEWED EOR CODE COMPLIANCE AaoQnVED MAR 18 2U11 City of Tukwila BUILDING DIVISION r",1"rrr mrrt'•, ••,e v,rr •*rrir r rr rrrt'^q•'•,,••�• rrer"ry rri wwvesatensotisavfagaturra 7-3 MEMBER SCHEDULE • 01-03-2011 LL F8 C cn e— to SKYVENTURE iENTURE 03/21/08 02 01/18/08 01 DATE ISSUE/REVISION LABEL B10 B14 MEMBER B30 SEE DETAIL C/SB-3210 SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW B34 B44 B45 K82 W16X 77 W10 X 49 C1OX 15.3, W6 X 15 JOB NUMBER 206-039 K83 K84 W6 X 15 W6 X 15 14R4-4.3 RAT ELEVATIONS NORTH -SOUTH SHEET NUMBER 1'-1 15/16" 7-1 3/8" 4'-6 3/8" 9'-1 /8" 1 I 1 Ir o e� I II IIIm ♦ `c` I I� lid SEE SB -3209 FOR LOUVER PLATE DETAILS ELEV. 36'- 8" TOP OF UPPER PLATFORM E SB -3207 1 `♦ ♦ r -i__ __-_5--- IELEV. 29'-9 13/16" TOP OF MIDDLE PLATFORM ELEV. 181-9 3/4" 0 0 0 ELEV. 18'- 0" TOP OF LOWER PLATFORM TOP OF CONCRETE /OBSERVATION DECK 0 r r NEI O O 0 0 0 ♦0 4'-3 5/8" 1'-7 3/4" LADDER 0 • O♦ 0 0 6 1/7 6-1 1/4"1 6 > __ DETAIL A: WEST RAT ACCESS CATWALKS (ALONG GRID B.3 LOOKING SOUTH) NOTES: Q DIMENSION TOP OF LOW ROOF STEEL (GRID 2-3) TO TOP OF LOWER PLATFORM GRATING. DIMENSION BOTTOM OF ACCESS HATCH TO TOP OF LOWER PLATFORM GRATING. DIMENSION TOP OF LOWER PLATFORM GRATING TO TOP OF MID-LEVEL PLATFORM GRATING. 4 > DIMENSION TOP OF MID-LEVEL PLATFORM GRATING TO TOP OF UPPER PLATFORM GRATING. KICK PLATE ANGLES REF OSHA UPPER PLATFORM LENGTH DIMENSIONS. 6 > LOWER PLATFORM LENGTH DIMENSIONS. MID-LEVEL PLATFORM LENGTH DIMENSIONS. 8 > EDGE OF LOUVER BEAM TO CL OF ACTUATOR CLEVIS SHOWN IN DETAIL D/SB-3205 9) DETAIL A APPLIES FOR CATWALK ACCESS ON BOTH SIDES OF EAST RAT TOWER. 2'-9 7/16" 5 STANDARD SHIPS LADDER SEE SB -3209 FOR LOUVER PLATE DETAILS N EXPIRED FEB 11 1012 NOTES: 3'-2 3/16" 51-3 5/16 Z-0 54.8:. REVISION HISTORY RELOCATED PLATFORMS, STAIRS, & LADDERS REMOVED OPPOSITE CALL OUTS FROM SECTION "D" ON SB -3205. 1 1 I, II I 0,,,14444 ON.gfr wa+•Kt ELEV. 441-5 9/16" TOP OF INTERMEDIATE LANDING PLATFORM ELEV. 36'- 8" 5'-1 7/8 TOP OF UPPER PLATFORM 2'-6 7/8" 2'-4 11/16 Y 0 a r. .7 3'-11 9/16" 10'-2 3/4" ELEV. 29'-9 13/16' TOP OF MIDDLE PLATFORM 51-3 1/4" REVIEWED FOR CODE COMPLIANCE ADDQnVEQ MAR 182011 City of Tukwila BUILDING DIVISION co O ELEV. 18'-9 3/4" OP OF LOWER PLATFORM ELEV. 18'- 0" TOP OF CONCRETE/ OBSERVATION DECK N {h) EV/ [[s M E ._, in iJ REID MIDDLE T O'N, INC. DETAIL B: WEST RAT ACCESS CATWALKS (ALONG GRID C.7 LOOKING NORTH) b I _ 29* DIMENSION TOP OF LOW ROOF STEEL (GRID 2-3) TO TOP OF LOWER PLATFORM GRATING. DIMENSION BOTTOM OF ACCESS HATCH TO TOP OF LOWER PLATFORM GRATING. DIMENSION TOP OF LOWER PLATFORM GRATING TO TOP OF MID-LEVEL PLATFORM GRATING. 4 > DIMENSION TOP OF MID-LEVEL PLATFORM GRATING TO TOP OF UPPER PLATFORM GRATING. DIMENSION CL TO CL OF LADDER STRINGERS 6 > DIMENSION FROM TOP OF UPPER PLATFORM GRATING TO INTERMEDIATE LANDING TOP OF GRATING EDGE OF LOUVER BEAM TO CL OF ACTUATOR CLEVIS SHOWN IN DETAIL D/SB-3205 8) DETAIL B ONLY APPLIES FOR CATWALK ACCESS NORTHWEST CORNER OF BUILDING N CN Qo�0 OZal� m�� .- J (�} goC rf (2 0Q= ,ow=X 2 3 z W ti) }a� 1 V� z 07/02/08 03/21/08 01/18/08 03 02 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it Is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4,3 MAINTENANCE ACCESS ELEVATIONS SB -2203 1 OF 1 SHEET NUMBER rFr , A r 1 L 1 4 5'-1 7/8 TOP OF UPPER PLATFORM 2'-6 7/8" 2'-4 11/16 Y 0 a r. .7 3'-11 9/16" 10'-2 3/4" ELEV. 29'-9 13/16' TOP OF MIDDLE PLATFORM 51-3 1/4" REVIEWED FOR CODE COMPLIANCE ADDQnVEQ MAR 182011 City of Tukwila BUILDING DIVISION co O ELEV. 18'-9 3/4" OP OF LOWER PLATFORM ELEV. 18'- 0" TOP OF CONCRETE/ OBSERVATION DECK N {h) EV/ [[s M E ._, in iJ REID MIDDLE T O'N, INC. DETAIL B: WEST RAT ACCESS CATWALKS (ALONG GRID C.7 LOOKING NORTH) b I _ 29* DIMENSION TOP OF LOW ROOF STEEL (GRID 2-3) TO TOP OF LOWER PLATFORM GRATING. DIMENSION BOTTOM OF ACCESS HATCH TO TOP OF LOWER PLATFORM GRATING. DIMENSION TOP OF LOWER PLATFORM GRATING TO TOP OF MID-LEVEL PLATFORM GRATING. 4 > DIMENSION TOP OF MID-LEVEL PLATFORM GRATING TO TOP OF UPPER PLATFORM GRATING. DIMENSION CL TO CL OF LADDER STRINGERS 6 > DIMENSION FROM TOP OF UPPER PLATFORM GRATING TO INTERMEDIATE LANDING TOP OF GRATING EDGE OF LOUVER BEAM TO CL OF ACTUATOR CLEVIS SHOWN IN DETAIL D/SB-3205 8) DETAIL B ONLY APPLIES FOR CATWALK ACCESS NORTHWEST CORNER OF BUILDING N CN Qo�0 OZal� m�� .- J (�} goC rf (2 0Q= ,ow=X 2 3 z W ti) }a� 1 V� z 07/02/08 03/21/08 01/18/08 03 02 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it Is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4,3 MAINTENANCE ACCESS ELEVATIONS SB -2203 1 OF 1 SHEET NUMBER ELEV. 67'-4 1/8" TOP OF STEEL GRID A HIGH ROOF ELEV. 53'-4" TOP OF STEEL SERVICE DECK ELEV. 68'-3 7/8" TOP OF STEEL GRID E HIGH ROOF ELEV. 53'-4" TOP OF STEEL SERVICE DECK DETAIL A: SERVICE DECK ELEVATION (GRID A LOOKING NORTH) •\ ,j 1-----.: .� 7 2'-7 1/8" REVISION HISTORY UPDATED VIEWS SWENSON SAY EAGET A 5°t'RtICTi.ARAi.ENGiNEERING CQRPaRf Tfc7N1 a?aq.Third Avenue • Salt ias.- Srattir,WA.. gal; ph: ia8.4..43,62u fax:•za5„4.43.0712 i' i'V.'`ptsv'S°Y4kCtmmayfauti ci,rt{ 3/16” 3/16"11. 10 5.7 HINGED SAFTEY GATE WITH LATCH REQUIRED THIS CORNER DETAIL B: SERVICE DECK ELEVATION (GRID C.9 LOOKING NORTH) ,O1 co ...2 1/2" PARTIAL SECTION C -C TYPICAL FIXED SAFETY RAIL DETAIL EXPIRED FEB 1.12012 REVIEWED FOR CODE COMPLIANCE Sono CIVeD Wulf{ 18 2011 Cityof Tukwila BUILDING DIVISION btooicto TYP F V 11 E Wi4 FE-, .,,.., [Li) j FMD MIDDLF_TON, INC. CNCN Ct 0 a ED 0' O M W M 1- goco 2occ— 03/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any forrnat or mariner whatsoever without first obtaining SkyVenture's express written permission and consent, DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 MEMBER SCHEDULE LABEL MEMBER 856 W16 X 36 B72 C4 W8 X 18 K81 C6x8.2 14R4-4.3 SERVICE DECK ELEVATIONS SB -2601 1 OF 1 SHEET NUMBER 5/. E E E L4.00 X 3.00 X .375 N 4" TYP COPE U.O.N 2 3/8" U.O.N. 0 16 HOLES @ 3" G (N) FOR/0 7/8" ASTM A325 BOLTS BEARING CONNECTION DETAIL A: TYPICAL SINGLE BEAM ANGLE SHEAR CONNECTION (USE FOR N=2-6 BOLTS) (16) 015/16" STD HOLES FOR 07/8" ASTM A325 BOLTS (2) PL 1 /2"x7 1 /2"xl'-0 1/2" (2) PL 3/8"x5 1 /2"xl'-0 1/2" HOLES FOR 0 7/8" ASTM A3 D BOLTS 2 1/2 5 1/2" teme - O O O O 1 O O 0 m M N 0 SECTION CUT DETAIL C: TYPICAL COLUMN SPLICE AT ELEV. 34'-4" 50" ABOVE T. .S. OF LOW ROOF 1 1 /2._ X1/2" PL4.00 X .375 "el-rr er'e -r-.r e-^e-N"e-r^r r -r errrrrr r e.^r..e e.rr t r SWENSON SAY PAGE' Et. A s'r il:C'VURAL ENGINEERING CORPORATIN c,, 3irrE t,4c, r 01.03.2011 .25 .25 1124 Thin¢ Ayenuv 5vite lap • Statt ,','yos,, . gem Ph:ia6:' .4zi2 4®:t;:za6.443.487a .. REVISION HISTORY ADDED DETAIL C UPDATED DETAIL (N) 015/16 HOLES CO) 3" SPACING FOR 07/8" ASTM A325 BOLTS BEARING CONNECTION 4„ /4" TYP COPE U.O.N 2 3/8" U.O.N. 1/2" DETAIL B: TYPICAL SINGLE PLATE BEAM SHEAR CONNECTION (USE FOR N=2-6 BOLTS IN SINGLE LINE). EXPIRED FEB 1.12012 bloc -aim pro wit o REND MIDDLETON, INC. CODECOMP COMPLIANCE ADDPAVFO MAR 18 2U11 City of Tukwila BUILDING DIVISION uJ 1-- z 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or rnanner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 TYPICAL DETAILS SB -3001 1 OF 1 SHEET NUMBER 10" 1/2" 3" SHEAR LUG PLATES BELOW 1"x4 3/8"x14" 11> r- (4) LEVELING NUTS BELOW W/(4) 2 1/2"x2 1/2"x1/4" WASH ERS C9YJ r 02 SHEAR LU PLATES BELOW 1"x4 3/8"xl0" CV t► n CN o' co W CV L 1'-6" MIN PEDESTAL 1'-3" DETAIL A: BASEPLATE 1 I Ix 10"x 1 '-2" W/(4) 0 1.75 HOLES (4) 3"x3"xl /2" WASHERS W/ 01.31 HOLE CENTERED ON PLATE CONCRETE WALL (BY OTHERS) (4) 01.25X 24.00 ANCHOR RODS 2 > NOTES: SYMMETRIC CROSS -SHAPED BLOCK OUT IN WALL FOR SHEAR LUG. ASTM F1554 GRADE 36 MIN. RAT BASE (GRID LINES 1D, 2D, 5D, 6D, 1B, 2B, 5B & 6B) N NOTES: 5/8"x3"xl '-1 1/2" SHEAR LUG PLATE BELOW. CENTER ON 1'-1 1/2" DIMENSION 6" Mow 1 /8 1 53/16'I 1 BASE PLATE 5/8"x1 O"xl'-1 1/2" W/(4) 0 1 1/4" HOLES (4) LEVELING NUTS BELOW W/(4) 2X 2X .25 WASHERS RECTANGULAR BLOCK OUT IN WALL FOR SHEAR LUG. ASTM F1554 GRADE 36 MIN. CONCRETE BUMP -OUT 1" X 10" DEEP PERMISSABLE IF REQUIRED DETAIL D: BRACE BASE PLATE GRID LINES 1C & 6C (4) 0.75X 24.00 ANCHOR RODS (3) 7/8" ASTM A325 BOLTS SLIP CRITICAL CLASS A 109/16' v'vY 0 0 0 0 0 0 2SP©3.00= L 11 / 4 3/4" 6 1/4" 2 318" TO WALL TOP Lai11 II II Il n7 III Ili IIL La co �0 r, r11 r r Ili' II 11 L_I u 0 1j, III 111 rL Ir I, I 1, 1, 1,I '•> III u 0 _ - I I I 6" Mow 1 /8 1 53/16'I 1 BASE PLATE 5/8"x1 O"xl'-1 1/2" W/(4) 0 1 1/4" HOLES (4) LEVELING NUTS BELOW W/(4) 2X 2X .25 WASHERS RECTANGULAR BLOCK OUT IN WALL FOR SHEAR LUG. ASTM F1554 GRADE 36 MIN. CONCRETE BUMP -OUT 1" X 10" DEEP PERMISSABLE IF REQUIRED DETAIL D: BRACE BASE PLATE GRID LINES 1C & 6C (4) 0.75X 24.00 ANCHOR RODS (3) 7/8" ASTM A325 BOLTS SLIP CRITICAL CLASS A 109/16' v'vY 0 0 0 0 0 0 2SP©3.00= L 11 / 4 3/4" 6 1/4" 2 318" TO WALL TOP 4 15/16" CL EMBED TO CL COLUMN NOTES: NNW CONCRETE WALL (BY OTHERS) 1) EMBED PLATE DESIGN BY OTHERS, SHOWN WITH (3) 0.75 X 8.00 HEADED STUDS TYPICAL VERTICAL BEAM REACTION: DL = 5.0 KIP TOTAL LL = 4.0 KIP 1.0 KIP LATERAL DUE TO VANE BANK DL 2.5 KIP -FT TORSION DUE TO VANE BANK DL DETAIL B: BEAM CONNECTION GRID LINES 2D 5D 2B & 5B NOTES: Ll > RECTANGULAR POCKET IN WALL FOR BEAM TYPICAL BEAM REACTION DL=6KIP L =:KIP HILT' HAS -E ROD WITH HY1'50 MAX ADHESIVE 0 00 0 0 till I 6"x6"xl /2" LEVELING PLATE 1 7/16" NOMINAL 0.750X 10.00 POST INSTALLED ANCHORS FLASHING SEE DETAIL D ON SB -3208 DETAIL E: BEAM POCKET DETAIL AT CONCRETE CONNECTION IS NOT SIZED TO TRANSFER LATERAL EARTH PRESSURE TO BRACE TOP OF FOUNDATION WALL CONCRETE WALL (BY OTHERS) BASEPLATE 10"x 10"x 1" W/(4) 01.25 HOLES b 0 NNN Lai11 II II Il n7 III Ili IIL La co �0 r, r11 1 11 L_I u I rd rL Ir r 1. I _ - 4 15/16" CL EMBED TO CL COLUMN NOTES: NNW CONCRETE WALL (BY OTHERS) 1) EMBED PLATE DESIGN BY OTHERS, SHOWN WITH (3) 0.75 X 8.00 HEADED STUDS TYPICAL VERTICAL BEAM REACTION: DL = 5.0 KIP TOTAL LL = 4.0 KIP 1.0 KIP LATERAL DUE TO VANE BANK DL 2.5 KIP -FT TORSION DUE TO VANE BANK DL DETAIL B: BEAM CONNECTION GRID LINES 2D 5D 2B & 5B NOTES: Ll > RECTANGULAR POCKET IN WALL FOR BEAM TYPICAL BEAM REACTION DL=6KIP L =:KIP HILT' HAS -E ROD WITH HY1'50 MAX ADHESIVE 0 00 0 0 till I 6"x6"xl /2" LEVELING PLATE 1 7/16" NOMINAL 0.750X 10.00 POST INSTALLED ANCHORS FLASHING SEE DETAIL D ON SB -3208 DETAIL E: BEAM POCKET DETAIL AT CONCRETE CONNECTION IS NOT SIZED TO TRANSFER LATERAL EARTH PRESSURE TO BRACE TOP OF FOUNDATION WALL CONCRETE WALL (BY OTHERS) BASEPLATE 10"x 10"x 1" W/(4) 01.25 HOLES b 0 NNN 3,695° co �0 1 El LTJ II 1 II I -It 'fl •st II I_! 1_) ---it I 1 ■ I (4) 0.75X 24.00 ANCHOR RODS 7-0" TYP N (4) LEVELING NUTS BELOW W/(4) 2X 2X .25 WASHERS NOTES: CONCRETE WALL (BY OTHERS) ADJUSTABLE ANGLE SHELF FOR INLET CONTRACTOR HOLES IN BOTH ANGLES SLOTTED VERTICALLY TO ALLOW ADJUSTMENT 2 > ASTM F1554 GRADE 36 MIN. DETAIL C: GRID LINES 3E, 4E, 3A & 4A EXPIRED FEB 112012 NOTES: REVISION HISTORY EDITED TEXT rig .e6 r,4l.,.C..tij St728 Ci tZ oaf „e40NAi?E, �44 01-03-2011 SWENSON SAY FACET ASTRUCTURAL ENGINEERING CORPORATION. :124 Third Avenue Suite .tos • Seattte. WA 98121 eft: ao643.6212 tail 4044348w 4vyf§Y srAgirts irrsa 4a et.ce L4.00X 4.00X .31 X CONT. EMBED W/ 0.75 X 6.00 H.S AT 24.00 OC L5.00X 3.50 X .31 X CONT. FLASHING TO INLET CONTRACTOR SEE DETAIL F GUIDELINES RAT INNER SHEET METAL SKIN FLASHING TO CONCRETE -- 1) FLASHING IS NAILED FROM RAT INNER SKIN TO CONCRETE WALL TO FINISH OFF TRANSITION. SHINGLE FLASHING UNDER RAT INNER SKIN. 2) CONNECT ALL FLASHING TO CONCRETE VIA HILTI (X-ZF 37) PINS WITH LARGE STEEL WASHERS OR EQIUVALENT. EMBED 1-1/4" MIN AT 12" O.C. MAX. 3) APPLY A CONTINUOUS BEAD OF SEALANT (SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT) TO ALL FLASHING TO CONCRETE SURFACE AT EDGE TO PROVIDE AN AIR TIGHT SEAL. 4) HEM AT FLASHING EDGE ACCEPTABLE. 5) SHINGLE RAT SKIN OVER FLASHING DETAIL F: FLASHING DETAIL REID MIDDLETON, INC. REVIEWED FOR CODE COMPLIANCE QpDanun) MAR 182011 la BUILD NG DIof VISION w ce 1- z M e 03/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVertture hereby expressly reserves The property rights to this drawing and it is not to be reproduced, copied in any format or mariner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 CONCRETE INTERFACE DETAILS SB -3101 1OF1 SHERI" NUMBER 3,695° co �0 1 REID MIDDLETON, INC. REVIEWED FOR CODE COMPLIANCE QpDanun) MAR 182011 la BUILD NG DIof VISION w ce 1- z M e 03/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVertture hereby expressly reserves The property rights to this drawing and it is not to be reproduced, copied in any format or mariner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 CONCRETE INTERFACE DETAILS SB -3101 1OF1 SHERI" NUMBER rre'Nr-Y're' er^r-rv^r^r-r -r-re Y -v ery-rrrerr-r e r,r, e-r..r..r.ra e're r,v e'r^r erre,^ 'e / 1 /2" 3 SIDES .31 .19 .19 STIFFENER 3/8"x3 7/8"x10 7/8" 10 7/16' (6) 1 1/16' DIA OVS HOLES FOR 7/8" DIA ASTM A325 BOLTS WITH SLIP -CRITICAL CLASS A SURFACI PL 3/8"xl 0 7/8"xl 0 7/16" (2) 13/16" DIA STD HOLES FOR 5/8" DIA ASTM A325 BOLTS WITH SLIP -CRITICAL CLASS A SURFACE 7 13/16" CL OF GUSSET PLATE SECTION CUT DETAIL A: TYPICAL EAST -WEST (E -W) FRAME BRACING CONNECTION AT COLUMN BASE rr*ry-r rrret rS,Y, q... 15/16' DIA STD HOLE FOR 7/8" DIA ASTM A325 BOLT G80 ,rY SPACER PLATE 3/8"x3"x3" SHOP WELDED TO ONE MEMBER DETAIL D: TYPICAL E -W FRAME CROSS BRACE CONNECTION BELOW LOW ROOF ELEVATION (8 LOCATIONS) `"TrYY-^+-^rrY"e rre'rrrrwwYeY'ev' .19 .19 2) 3/8" STIFFENERS 1 3 N II .31 0 0 .31 .19 .19 PL 3/8"x8" 02 (12) 1 1/16' DIA OVS HOLES FOR 7/8" DIA ASTM A325 BOLTS WITH SLIP -CRITICAL CLASS A SURFACE TYP 3 SIDES 31 03 .31 .31 1I t'.0 .25 .25 CTYP B16 (6) 1. 1/16' DIA OVS HOLES FOR 7/8" DIA ASTM A325 BOLTS WITH SLIP -CRITICAL CLASS A SURFACE 0 3 3/4" TYP, 3/4" CONNECTION PLATE 1" CONNECTION PLATE 7 13/16" CL OF GUSSET PLAT C1 4. L J' itlit o J 0 : SECTION CUT DETAIL B: TYPICAL E -W FRAME PANEL POINT AT OBSERVATION DECK ELEV. 18' (8 LOCATIONS) TYP .19 (2) 3/8" STIFFENERS TYP DES r erY' (10) 1 1/16' DIA OVS HOLES FOR 7/8" DIA ASTM A325 BOLTS WITH SLIP -CRITICAL CLASS A SURFACE .31 .31 B36 (6) 1 1/16" DIA OVS HOLES FOR 7/8" DIA ASTM A325 BOLTS WITH SLIP -CRITICAL CLASS A SURFACE 3/4" CONNECTION PLATE 03 1" CONNECTION PLATE 7 13/16" CL OF GUSSET PLATE SECTION CUT DETAIL E: TYPICAL E -W FRAME PANEL POINT AT LOW ROOF 8 LOCATIONS MILL TO BEAR REVISION HISTORY UPDATED WELDS, CHANGED PLATE ON DETAIL C UPDATED WELDS, NOTES & DIMENSIONS -(2) PL ] /2"x8"x1' 0 1/4" ("rrerr.,ererse..r. ,Y erre'' Y erre' r , ,.,,, rii PvM *. 01.03.2011 SWENSON SAY FAGOT ASTTRUCTURAI. NGiNEER1NGCORPOMflON 2134 thini AvemAe Su4aetee - Seattle, WA Blixt ph:aat443,012 fax: .105483,4870 wen4.sWEi;#i4 nsact'f rrr7e-CG en (16) 15/16' DIA STD HOLES FOR 7/8" DIA ASTM A325 BOLTS 02 (8) 15/16' DIA STD HOLES FOR 7/8" DIA ASTM A325 BOLTS 8" 5" : O O O 9 (2) PL 3/8"x7"xl 2 1/4" co M E T DETAIL C: TYPICAL BOLTED COLUMN SPLICE IN RAT (: REeIDAM_TIDIoNDLEsTON, INC_ III II f 1 I I 1 I I pz I11 I1 I II 11 11 1 '11 I LI II I- 615/16` EXPIRED FEB 1.1 2012 C3 SIDES TYP (2) 13/16' DIA OVS HOLES FOR 5/8" DIA ASTM A325 BOLTS WITH SLIP -CRITICAL CLASS A SURFACE btos, r (v 1 PL 3/8" REVIEWED FOR CODE COMPLIANCE APPROVED MAR 182011 CityofTukwila BUILDING DIVISION e 3 1/16" SECTION CUT DETAIL F: TYPICAL E -W FRAME GIRT TO COLUMN CONNECTION 72 LOCATIONS N N cd2rageO vi Z o OZ comes W (15 19 try <O&en) t. aQ�^ merZ SKYVENTURE t NTURE 03/21/08 01/21/08 01/18/08 03 02 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent, DRAWN BY: JKE JOB NUMBER CHECKED BY: JW 206-039 14R4-4.3 RAT FRAMING DETAILS SB -3201 1 OF 1 SHEET NUMBER 0 ;.moo o 0 : co M E T DETAIL C: TYPICAL BOLTED COLUMN SPLICE IN RAT (: REeIDAM_TIDIoNDLEsTON, INC_ III II f 1 I I 1 I I pz I11 I1 I II 11 11 1 '11 I LI II I- 615/16` EXPIRED FEB 1.1 2012 C3 SIDES TYP (2) 13/16' DIA OVS HOLES FOR 5/8" DIA ASTM A325 BOLTS WITH SLIP -CRITICAL CLASS A SURFACE btos, r (v 1 PL 3/8" REVIEWED FOR CODE COMPLIANCE APPROVED MAR 182011 CityofTukwila BUILDING DIVISION e 3 1/16" SECTION CUT DETAIL F: TYPICAL E -W FRAME GIRT TO COLUMN CONNECTION 72 LOCATIONS N N cd2rageO vi Z o OZ comes W (15 19 try <O&en) t. aQ�^ merZ SKYVENTURE t NTURE 03/21/08 01/21/08 01/18/08 03 02 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent, DRAWN BY: JKE JOB NUMBER CHECKED BY: JW 206-039 14R4-4.3 RAT FRAMING DETAILS SB -3201 1 OF 1 SHEET NUMBER 7—T. Z'I ret—:"It-E5; C1 O O TYP TYP SECTION CUT DETAIL A: TYPICAL COLUMN SHOP WELDED SPLICE AT BEND (4 LOCATIONS 15/16' DIA STD HOLE FOR 7/8" DIA ASTM A325 BOLTS 03 SPACER PLATE 3/8"x3"x3" SHOP WELDED TO ONE MEMBER X02 DETAIL D: TYPICAL E -W FRAME CROSS BRACE CONNECTION ABOVE LOW ROOF (8 LOCATIONS) ,.r,,r.-Cr- r 15/16' DIA STD HOLE FOR 7/8" DIA ASTM A325 BOLTS G80 SPACER PLATER 3/8"x3"x3" SHOP WELDED TO ONE MEMBER DETAIL B: TYPICAL GRID E -W FRAME CROSS BRACE CONNECTION(4 LOCATIONS) rr ``r" "Yrers rf "� . ~r (2) / rI LL ITEI G I1 S f I FBF NE s ."-nr r "s,...",,r".Y PLATES THIS SIDE ONLY -.04.11111 .19 .19r PL 3/8"x8" 3 SIDES . 19 . 19, 1f (2) 3/8" STIFFENERS 02 REVISION HISTORY 02 INCREASED SIZE ON DETAIL C, CHANGED TEXT AND WELD -try- TrparrnieracbraNgOrrinfRtYraw 03 ADDED DETAILS 03 .31 31 TYP 3 SIDES 31 11 1 1111 11 11 (8) 1 1/16" DIA OVS HOLES FOR 7/8" DIA ASTM A325 BOLTS WITF SLIP—CRITICAL CLASS A SURFAC PL 3/8"X8" 25 -..r .25 CTYP B46 (6) 1 1/16" DIA OVS HOLES FOR 7/8" DIA ASTM A325 BOLTS WITH SLIP—CRITICAL CLASS A SURFACE ETAIL C: TYPICAL E -W FRAME PANEL POINT 11 Ir II 11 11 11 II 11 11 11 PL 1"x11 1/4"xl'-1 1/2" W/6 0 1 1/16" HOLES FOR 07/8" ASTM A325 BOLTS W/ SLIP—CRITICAL CLASS A SURFACE MIN 3/4" DETAIL E: TYPICAL E -W FRAME BRACING CONNECTION AT TOP OF RAT G81 co Ln K83 X33/4"TYP 1- 0 k- 0 33 1 SECTION CUT 3/4" CONNECTION PLATE 1" CONNECTION PLATE 7 13/16" CL OF GUSSET PLATES G81 V-1 1/2" 03 .31 .31 Crerse—CrrrsCrsCriCY—YD (4) 1 1 /1 6" DIA OVS HOLES FOR 7/8" DIA ASTM A325 BOLTS WITH SLIP—CRITICAL CLASS A SURFACE EXPIRED REVIEWED FOR CODE COMPLIANCE ApoonVF_b MAR 18 21111 City of Tukwila BUILDING DIVISION FEB 11 ZO1Z PL 5/8"x10"x1'-1 1/2" box ‚7 03 PL 5/8"x3"x1'-1 1/2" rr \rvv r#0 `'t 01.03.2011 SWENSON SAY FACT A STRUCTURAL ENGINEER1W CORPORATION ;124 Third Avenue • Suite tot) Seatge. WA. g31.T ph: xG6.443.3a'u fax; 206443.4Pd wwwswe3 son ayfauet cQnr 4 11/16" 5/8" 10" DETAIL E: TYPICAL E -W BASE CONNECTION AT BOTTOM OF RAT, GRID LINES (1,C)(6 C) SKY \Y1 < W'AI/ 4 �.---, 1111 ; ID MIDDLETONN, INC, 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVeriture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any forrnat or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: CHECKED BY: JKE JW JOB NUMBER 206-039 14R4-4.3 RAT FRAMING DETAILS SB -3202 1OF1 SHEET NUMBER I i' l i 4w r-'19 ill � 11 1I id---- ---'---- ilk o ,- TH1 I j i r LL B56 -1- I I I 1- rflp-aL 0 o I w= tI+E E 0 . o' , --- r , I 1 i L u 1i ,"CT4iI �\ .19 .19r PL 3/8"x8" 3 SIDES . 19 . 19, 1f (2) 3/8" STIFFENERS 02 REVISION HISTORY 02 INCREASED SIZE ON DETAIL C, CHANGED TEXT AND WELD -try- TrparrnieracbraNgOrrinfRtYraw 03 ADDED DETAILS 03 .31 31 TYP 3 SIDES 31 11 1 1111 11 11 (8) 1 1/16" DIA OVS HOLES FOR 7/8" DIA ASTM A325 BOLTS WITF SLIP—CRITICAL CLASS A SURFAC PL 3/8"X8" 25 -..r .25 CTYP B46 (6) 1 1/16" DIA OVS HOLES FOR 7/8" DIA ASTM A325 BOLTS WITH SLIP—CRITICAL CLASS A SURFACE ETAIL C: TYPICAL E -W FRAME PANEL POINT 11 Ir II 11 11 11 II 11 11 11 PL 1"x11 1/4"xl'-1 1/2" W/6 0 1 1/16" HOLES FOR 07/8" ASTM A325 BOLTS W/ SLIP—CRITICAL CLASS A SURFACE MIN 3/4" DETAIL E: TYPICAL E -W FRAME BRACING CONNECTION AT TOP OF RAT G81 co Ln K83 X33/4"TYP 1- 0 k- 0 33 1 SECTION CUT 3/4" CONNECTION PLATE 1" CONNECTION PLATE 7 13/16" CL OF GUSSET PLATES G81 V-1 1/2" 03 .31 .31 Crerse—CrrrsCrsCriCY—YD (4) 1 1 /1 6" DIA OVS HOLES FOR 7/8" DIA ASTM A325 BOLTS WITH SLIP—CRITICAL CLASS A SURFACE EXPIRED REVIEWED FOR CODE COMPLIANCE ApoonVF_b MAR 18 21111 City of Tukwila BUILDING DIVISION FEB 11 ZO1Z PL 5/8"x10"x1'-1 1/2" box ‚7 03 PL 5/8"x3"x1'-1 1/2" rr \rvv r#0 `'t 01.03.2011 SWENSON SAY FACT A STRUCTURAL ENGINEER1W CORPORATION ;124 Third Avenue • Suite tot) Seatge. WA. g31.T ph: xG6.443.3a'u fax; 206443.4Pd wwwswe3 son ayfauet cQnr 4 11/16" 5/8" 10" DETAIL E: TYPICAL E -W BASE CONNECTION AT BOTTOM OF RAT, GRID LINES (1,C)(6 C) SKY \Y1 < W'AI/ 4 �.---, 1111 ; ID MIDDLETONN, INC, 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVeriture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any forrnat or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: CHECKED BY: JKE JW JOB NUMBER 206-039 14R4-4.3 RAT FRAMING DETAILS SB -3202 1OF1 SHEET NUMBER SEE DETAIL F/SB-3204 (4) 3/8"x4 FULL HEIGHT STIFFENERS 10" 0 o'0 0 TO 0 0 \0 o O O \ o:. >- K83 N 2'-9 7/16" W/(18) 01-1PL 3/8"x1/16" OVS HOLES FOR 0 7/8" ASTM A325 BOLTS. W/ SLIP CRITICAL CLASS A SURFACE K82 25 3 SIDES TYP .25 \ 2-6 .25 / 2-6 OVS HOLES THRU TOP AND BOTTOM FLANGES 6 1/8" GAP SHIM AS NEEDED SECTION CUT AT THE LOW ROOF ELEVATION CONNECTION FROM BRACES TO B30 THE NUMBER OF BOLTS CAN BE REDUCED FROM (12) PER BRACE TO (8) PER BRACE DETAIL A: TYPICAL PANEL POINT ALONG GRIDS 2 AND 5 BELOW LOW ROOF ELEV. (2 LOCATIONS) sci rr ,...Y'.-rY..,•rrNr r "ter BENT PL 3/8"x7 -1/2"- W/(2) 01 1/16' OVS HOLES FOR 07/8" ASTM A325 BOLTS. SLIP CRITICAL CLASS A W/ SURFACE. G81 1 5/8" TYP TYP .25 02 3 /8"TYP 7 35/8"TYP .130 t2 1 G81 rd SECTION CUT DETAIL D: TYPICAL GIRT TO DIAGONAL BRACE CONNECTION 01 1/16" OVS HOLES THRU CHANNEL 2" L4"x3"x3/8" X 7-1 /2"LG W/(2) 01 1/16" OVS HOLES FOR 07/8" ASTM A325 BOLTS. W/ SLIP CRITICAL CLASS A SURFACE. co LO .25/ SECTION CUT CTYP DETAIL B: TYPICAL NORTH -SOUTH (N -S) FRAME GIRT TO VERTICAL BRACE CONNECTION SEE DETAIL F/SB-3204 PL 1/2"x8 7/8"x2'-6 1/4" 03 .25 Y—Cir PL 1/2"x8 7/8"x9" (4) 3/8"x3 3/4"x8 7/8" STIFFENERS W/(12) )01-1/PL 86" OVS HOLES FOR 07/8" ASTM A325 BOLTS. IP CRITICAL CLASS A W/ SURFACE. 7 .19 TYP 3 SIDES .19 .25 2-6 .25 /'2-6 61/8"GAP SHIM AS NEEDED SECTION CUT DETAIL E: N -S FRAME PANEL POINT AT GRID C (2 LOCATIONS) ��-...y.._.%�.,..1 �._..�._.A. ,5�...t\ .,,s..,F•...i.,,.A ,,�\ .,�...h ..,%+,.,. a,...S-,,.,A.....%�....�..J•...,i�•...,i•....3,...,�....d.....i,...,�••,J�....A,..3...,..h.,.,d�..,�w_�.,..h....?,...3....,3......h._,�...,.b.".�..., A...,i••...,3W...3�..,h...i�..,,3.. TYP ...1/2" GAP REVISION HISTORY 02 CHANGED WELD SYMBOLS, TEXT, & DIMS 03 UPDATED DETAILS & WELDS 01 1/16" OVS HOLES THRU CHANNEL L4"x3"x3/8" X 7-1 /2"LG W/(2) 01 1/16" OVS HOLES FOR 07/8" ASTM A325 BOLTS. W/ SLIP CRITICAL CLASS A SURFACE. G80 e-r.rr rrr re SECTION C DETAIL C: TYPICAL GIRT TO COLUMN CONNECTION K82 _ 4 L r 04 rn 11 EMEWE r i_ n F "W 2 <8 1.L.& z w O- —' w en W 1— U) v z OVS BLE SFOR 0 () HO07/8" ASTM A325 BOLTS. W/ SLIP CRITICAL CLASS A SURFACE. PL 3/4"x1/2"x8" y--(2) PL 1/2"x8 7/8"xl0" L L L L I 1 1 11 L L_ 1 T _-1' --1L H H +T—y trtr — J LJ C1 ...1/2" GAP REVISION HISTORY 02 CHANGED WELD SYMBOLS, TEXT, & DIMS 03 UPDATED DETAILS & WELDS 01 1/16" OVS HOLES THRU CHANNEL L4"x3"x3/8" X 7-1 /2"LG W/(2) 01 1/16" OVS HOLES FOR 07/8" ASTM A325 BOLTS. W/ SLIP CRITICAL CLASS A SURFACE. G80 e-r.rr rrr re SECTION C DETAIL C: TYPICAL GIRT TO COLUMN CONNECTION K82 _ 4 L r 04 rn 11 EMEWE r i_ n F "W 2 <8 1.L.& z w O- —' w en W 1— U) v z OVS BLE SFOR 0 () HO07/8" ASTM A325 BOLTS. W/ SLIP CRITICAL CLASS A SURFACE. PL 3/4"x1/2"x8" y--(2) PL 1/2"x8 7/8"xl0" L L L L J 8 15/16" SHIM AS NEEDED B14 1/2" 21/2" 03 INN —M 5" 9" REVIEWED FOR CODE COMPLIANCE APDDAVED MAR 18 2011 PL 3/4"x8"x9" W/(4) 015/16" STD HOLES FOR 07/8" ASTM A325 BOLTS. 6 1 /8"GAP SHIM AS NEEDED .25 EXPIRED ,,,,. .FEB 1,12012 City otTukwila ANG INVIRION 03 02 TYP TYP .25 8 7/8" '; .25 rma .38, 1fl .38r SECTION CUT TY X02\ DETAIL F: N -S FRAME PANEL POINT AT OBSERVATION DECK TOWER CORNERS (4 LOCATIONS) `)•..J�.3•.�•..%....k...i...,i-_.,?•.._,%�•,...i.�•,�....,,�._,A�,A,..>•,..,�..,5..•„�,..3,._,�._i...3+....'�•._..�•_..)..,,�-_,a...,�°....�...1�•,.,iti..h,.�..,�...,.d..,�.,_A...,``....h...J....�.._,)..,,i�.,,�._.J.,..S�...�•,•.,x,.,,%.....3,.•,1...,A• w Z co tx Rot 1-- 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 RAT FRAMING DETAILS S B-3203 1 OF 1 SHEET NUMBER (2) /2" FULL DEPTH IFFENER PLATES TYP .38 TYP .31 . / 3.IDES / .31 D ET C-- r?\N * N l i -A-WNb kaleA -endst-- 1/2 CY- cm�c6.dc mcc-mmmmm I m 511 .25 .25 11/2" 911 SEE SECTION ON DETAIL B (2) PL W/ (4) 015/16' STD HOLE FOR 07/8" ASTM A325 BOLTS. egg y f! ' f_1 f. 1' 8" SECTION CUT 02 et PL 3/8"x4x9 r'."C r . C- r"y""r'"'t'""Y,.,,. r r B43 0% } co CV 11 B j O II 0 H II 1 O•• <0\\,,,C \ NO K84 K84 (2) PL 3/8"x9 1 /8"x2'-9 1/4" W/(12) 01-1/16" OVS HOLES FOR 07/8" ASTM A325 BOLTS W/ SLIP CRITICAL CLASS A SURFACE .�w,d'*..w�*.,�%`�....�L,..�+...�...�+...�*...�e.,..�'+wS'.✓\...��...N�...., �e...%'s.,./,..... �.".�¢.-..�'.,w.�.ii.,%°ed'�"%°wrv�'+-,.,�'•.wsiti....�..,.✓k^.,d�'�....�..,.d`.w�.. (2) Flt 2x1/4 x 311-5 3/16" FLUSH W/ EDGE OF FLANGE K85 2'-9 1/4" 6 1/8" GAP SHIM AS NEEDED SECTION CUT DETAIL B: N -S FRAME BRACE CONNECTION AT LOW ROOF (4 LOCATIONS) 41101a11l------1 B45/B42 3 C11 II iI II ' ILr if II L - ;�, ice, � ---_ ill T 1I Iil1 %11 Q -,-111 LJH IIr pi N ___ : 71 91 - « — T.: J y-= _ _ _ _ L ^1 \_,/ (i^^‘ \fr ___1_____I y- 1 _— ___r.y $. .11 I (-4.,, I1r \-1i ii IF 1H�L_ I __ II� I� ' I 1 %ni'----1----, TYP .31 . / 3.IDES / .31 D ET C-- r?\N * N l i -A-WNb kaleA -endst-- 1/2 CY- cm�c6.dc mcc-mmmmm I m 511 .25 .25 11/2" 911 SEE SECTION ON DETAIL B (2) PL W/ (4) 015/16' STD HOLE FOR 07/8" ASTM A325 BOLTS. egg y f! ' f_1 f. 1' 8" SECTION CUT 02 et PL 3/8"x4x9 r'."C r . C- r"y""r'"'t'""Y,.,,. r r B43 0% } co CV 11 B j O II 0 H II 1 O•• <0\\,,,C \ NO K84 K84 (2) PL 3/8"x9 1 /8"x2'-9 1/4" W/(12) 01-1/16" OVS HOLES FOR 07/8" ASTM A325 BOLTS W/ SLIP CRITICAL CLASS A SURFACE .�w,d'*..w�*.,�%`�....�L,..�+...�...�+...�*...�e.,..�'+wS'.✓\...��...N�...., �e...%'s.,./,..... �.".�¢.-..�'.,w.�.ii.,%°ed'�"%°wrv�'+-,.,�'•.wsiti....�..,.✓k^.,d�'�....�..,.d`.w�.. (2) Flt 2x1/4 x 311-5 3/16" FLUSH W/ EDGE OF FLANGE K85 2'-9 1/4" 6 1/8" GAP SHIM AS NEEDED SECTION CUT DETAIL B: N -S FRAME BRACE CONNECTION AT LOW ROOF (4 LOCATIONS) 41101a11l------1 a 1 1/4" J L O 0 0 O 0 0 O 0 0 J 1/2" 2 1/2" C5 PL 3/4"x7 1/2"x8 1/2" W/(9) 01-1/16' OVS HO _ES FOR 07/8" ASTM A325 BOLTS WIT -1 SLIP CRITICAL CLASS A SURFACE SEE SECTION ON DETAIL B SECTION CUT DETAIL E: LOUVER PANEL FRAMING DETAIL (8 LOCATIONS .".,r'r 2PL "x6 W/(4) 01)1/16"3/8 /16'/OVS HOL 8S FOR (6 7/8" ASTM A325 BOLTS W/ SLIP CRITICAL CLASS ASURFACE K83 I I L rep REVISION HISTORY CHANGED TEXT AND WELD UPDATED WELDS & DETAILS r- s -r- rr-rrrr rrrr inner e y r'rr••r v 'rr B10 3 1 /8" 8" TYP REVIEWED POR CODE COMPLIANCE ApDDtWFD MAR 18ZUd City of Tukwila BUILDING DIVISION r r A4.p�, �e;:O 4 3!718 �.,��, SRV Q AA tics At witrn 01-03-2011 SWENSON SAY. FACET A STRUCTURAL ENGINEERING CORPORATIO& 21x4 rd Avenue - Suite leo - Snattie, WA .96:21 Ph: so5.443•8412 tar:;o6 4443.4$70 r1 1 REID MIDDLETON, INC. eo LO NO EXPIRED ,a. T L F• - FR VETO tA.L;J.0 0 cv ,FEB .112012 6 1/8" SHIM AS NEEDED SECTION CUT C 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 RAT FRAMING DETAILS SB -3204 l OF 1 SHEET NUMBER B45/B42 3 :»- 71/2"! 1 CP a 1 1/4" J L O 0 0 O 0 0 O 0 0 J 1/2" 2 1/2" C5 PL 3/4"x7 1/2"x8 1/2" W/(9) 01-1/16' OVS HO _ES FOR 07/8" ASTM A325 BOLTS WIT -1 SLIP CRITICAL CLASS A SURFACE SEE SECTION ON DETAIL B SECTION CUT DETAIL E: LOUVER PANEL FRAMING DETAIL (8 LOCATIONS .".,r'r 2PL "x6 W/(4) 01)1/16"3/8 /16'/OVS HOL 8S FOR (6 7/8" ASTM A325 BOLTS W/ SLIP CRITICAL CLASS ASURFACE K83 I I L rep REVISION HISTORY CHANGED TEXT AND WELD UPDATED WELDS & DETAILS r- s -r- rr-rrrr rrrr inner e y r'rr••r v 'rr B10 3 1 /8" 8" TYP REVIEWED POR CODE COMPLIANCE ApDDtWFD MAR 18ZUd City of Tukwila BUILDING DIVISION r r A4.p�, �e;:O 4 3!718 �.,��, SRV Q AA tics At witrn 01-03-2011 SWENSON SAY. FACET A STRUCTURAL ENGINEERING CORPORATIO& 21x4 rd Avenue - Suite leo - Snattie, WA .96:21 Ph: so5.443•8412 tar:;o6 4443.4$70 r1 1 REID MIDDLETON, INC. eo LO NO EXPIRED ,a. T L F• - FR VETO tA.L;J.0 0 cv ,FEB .112012 6 1/8" SHIM AS NEEDED SECTION CUT C 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 RAT FRAMING DETAILS SB -3204 l OF 1 SHEET NUMBER 2 1/2" 1'-3 7/8" 2 1/2" 7/8T' SECTION CUT Rs - (26) 01-1/16' OVS HOLES THRU ANGLE AND PLATE FOR 07/8" ASTM A325 BOLTS. SLIP CRITICAL CLASS A PL 1 /4"x l '-7 7/8"x9'-4" DETAIL A: N -S FRAME SHEAR PANEL AT LOUVER OPENING (8 LOCATIONS) t--' r„iwt`9r - -'cccc c cv-< •C -N �" c TYP .19 PL 1/2" 11 (2) PL 3/8" (2) PL 3/8" 2'-0" U LL B55 K83 41 2'-6 9/16" 2'-8" rf—tt—tre—tra‘Cr3 (24) 01 1/16' OVS HOLES F�►R 07/8" ASTM A325 BOLTS. W/ SLIP -CRITICAL CLASS A SIF 3 SIDES 02 6 1 /8"OPENING SHIM AS NEEDED SECTION CUT DETAIL B: N -S FRAME PANEL POINT AT RAT TOP GRIDS (1.3,C) (1.8,C) (5.2,C) (5.7,C) MOUNT PLATES 3/8"x4 3/4"x8 7/8" D -),q� TYP 3 SIDES (4) 015/16" STD HOLES FOR 07/8" ASTM A325 BOLTS. 8 7/8" SECTION CUT DETAIL D: LOUVER ACTUATOR CLEVIS MOUNTING PLATE 2 LOCATIONS OPPOSITE 2 LOCATIONS. CE CY,..Y- Y REVISION HISTORY CHANGED WELDS UPDATED DETAILS (8) 01 1/16" OVS HOLES FOR 07/8" ASTM A325 BOLTS. W/ SLIP -CRITICAL CLASS A SURFACE r Ak* frt: Itirl ITA daks Iter (2) PL 3/8" +__ ► % , • ! 4Pr SEE DETAIL D/SB-3203 < 0 %"0 0 ; FOR BENT PL SPECS. f/ PL 1 /2"x6"x8" .25 SEE SECTION CUT ON DETAIL F r'e` irr r`e't e -r Y'CY-rv- rt's Y'a--r Y e . . ^'C'rYv-r.r.c Aiiilll Ito 01.03.2011 SWENSON SAY FAGET. A STRUCTUJRAL.ENGINBERENG CORPORATION size Third Avenue Suite leo • Seattle; WA 0121 ph: A*6.443 621a fax: 206,4.43,4670 rr 1 DETAIL C: N -S FRAME BRACE CONNECTION AT COLUMN BASE 4 BOLT PATTERN (4 LOCATIONS) Cl 11 I 1 1 0 0 YK Y"'Y"Y Y" XPIRED FEB 112012 (2) PL 3/8" 1 (12) 01 1/16" OVS HOLES FOR 07/8" ASTM A325 BOLTS. W/ SLIP -CRITICAL CLASS A SURFAC 19 19 / C 3 SIDES PL 3/8" FULL DEPTH STIFFENER OPPOSITE 380 CONNECTION PLATE REVIEWED FOR CODE COMPLIANCE AppDnVED MAR 18 2011 BUILDING DIVISION 02 TYP PL 1/2"x6 1 /2"x8" .25 .25 6 1/8" OPENING SHIM AS NEEDED SECTION CUT DETAIL E: N -S FRAME BRACE CONNECTION AT COLUMN BASE 6 BOLT PATTERN (4 LOCATIONS) Lou z M 7f' 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVer,ture's express written permission and consent. DRAWN BY; JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4,3 RAT FRAMING DETAILS SB -3205 1OF1 SHEET NUMBER 0 1 o 0 0 Cl 0 0 J I a al I 1 i P n H 0 O O O o o o 0 o 0 o O O 0 o o 0 o I— r--- rO L_ 11 u r -, 7/8T' SECTION CUT Rs - (26) 01-1/16' OVS HOLES THRU ANGLE AND PLATE FOR 07/8" ASTM A325 BOLTS. SLIP CRITICAL CLASS A PL 1 /4"x l '-7 7/8"x9'-4" DETAIL A: N -S FRAME SHEAR PANEL AT LOUVER OPENING (8 LOCATIONS) t--' r„iwt`9r - -'cccc c cv-< •C -N �" c TYP .19 PL 1/2" 11 (2) PL 3/8" (2) PL 3/8" 2'-0" U LL B55 K83 41 2'-6 9/16" 2'-8" rf—tt—tre—tra‘Cr3 (24) 01 1/16' OVS HOLES F�►R 07/8" ASTM A325 BOLTS. W/ SLIP -CRITICAL CLASS A SIF 3 SIDES 02 6 1 /8"OPENING SHIM AS NEEDED SECTION CUT DETAIL B: N -S FRAME PANEL POINT AT RAT TOP GRIDS (1.3,C) (1.8,C) (5.2,C) (5.7,C) MOUNT PLATES 3/8"x4 3/4"x8 7/8" D -),q� TYP 3 SIDES (4) 015/16" STD HOLES FOR 07/8" ASTM A325 BOLTS. 8 7/8" SECTION CUT DETAIL D: LOUVER ACTUATOR CLEVIS MOUNTING PLATE 2 LOCATIONS OPPOSITE 2 LOCATIONS. CE CY,..Y- Y REVISION HISTORY CHANGED WELDS UPDATED DETAILS (8) 01 1/16" OVS HOLES FOR 07/8" ASTM A325 BOLTS. W/ SLIP -CRITICAL CLASS A SURFACE r Ak* frt: Itirl ITA daks Iter (2) PL 3/8" +__ ► % , • ! 4Pr SEE DETAIL D/SB-3203 < 0 %"0 0 ; FOR BENT PL SPECS. f/ PL 1 /2"x6"x8" .25 SEE SECTION CUT ON DETAIL F r'e` irr r`e't e -r Y'CY-rv- rt's Y'a--r Y e . . ^'C'rYv-r.r.c Aiiilll Ito 01.03.2011 SWENSON SAY FAGET. A STRUCTUJRAL.ENGINBERENG CORPORATION size Third Avenue Suite leo • Seattle; WA 0121 ph: A*6.443 621a fax: 206,4.43,4670 rr 1 DETAIL C: N -S FRAME BRACE CONNECTION AT COLUMN BASE 4 BOLT PATTERN (4 LOCATIONS) Cl 11 I 1 1 0 0 YK Y"'Y"Y Y" XPIRED FEB 112012 (2) PL 3/8" 1 (12) 01 1/16" OVS HOLES FOR 07/8" ASTM A325 BOLTS. W/ SLIP -CRITICAL CLASS A SURFAC 19 19 / C 3 SIDES PL 3/8" FULL DEPTH STIFFENER OPPOSITE 380 CONNECTION PLATE REVIEWED FOR CODE COMPLIANCE AppDnVED MAR 18 2011 BUILDING DIVISION 02 TYP PL 1/2"x6 1 /2"x8" .25 .25 6 1/8" OPENING SHIM AS NEEDED SECTION CUT DETAIL E: N -S FRAME BRACE CONNECTION AT COLUMN BASE 6 BOLT PATTERN (4 LOCATIONS) Lou z M 7f' 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVer,ture's express written permission and consent. DRAWN BY; JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4,3 RAT FRAMING DETAILS SB -3205 1OF1 SHEET NUMBER Iln ylly O il113 1 n i illi aacam ^ t lEISfff 1'lr- 1r -Z-- -'1b 1 01 Ht r Ic +/ <I 4N I ,� 4TI j r5ro4 / 40 79--nirr - , II II ,/ //,/1 I G'' / /IL/♦ or/ ' r , i 11 \ 4 /' /en r"") 4 ,, (;r j- n n p n I I• II V / IL) ) .=== G81 K82 -. 0" B10 02 DETAIL A: LOUVER PANEL ACCESS DOOR (4 LOCATIONS) 01 '0 y J 1/2" GAP 1 J u ii 21/2" d B44 .25 .25 PL 3/8"x8"x9" W/(4) 015/16" STD HOLES FOR 0 7/8" ASTM A325 BOLTS. SLIP CRITICAL CLASS A. .31 .31 CTYP DETAIL D: N -S FRAME MOMENT CONNECTION (4 LOCATIONS) CY-Y-Y-NrrrY-Y-Y-Y-Y"'"3 PL 3/8"x4"x6" W/(2) 015/16" STD HOLES FOR 07/8" ASTM A325 BOLTS. .25 .25 SEE DETAIL B/3204 PL 3/8"x8" r L 810 Cr) b 5" 1/2" II 4 1/4" .31 .19 .19 CTYP Moe - 02 (3) 3/8" STIFFENERS 02 .31 .31 (4) 01-1/18' OVS HOLES FOR 07/8" ASTM A325 BOLTS. W/ SLIP CRITICAL CLASS A SURFACE � Q Z Ill V) OD Lu Z © " PL 3/8"x4"x6' W/(2) 015/16" STD HOLES FOR 07/8" ASTM A325 BOLTS. (2) PL 3/4"x8"x9" W/(4) 015/16" STD HOLES FOR 07/8" ASTM A325 BOLTS. 6 1/8" SHIM AS NEEDED .25 .25 .25 .25 PL 3/8"x7 7/8"xl W/(6) 015/16" STD HOLES FOR 0 7/8" ASTM A325 BOLTS. a_ H-^ 0 0 0 I I 0 1 ° 3 5/8" 7 7/ DETAIL B: N -S FRAME PANEL POINT AT GRIDS (2, B) (2,D) (5,B,) -(5,D) SECTION CUT W/ (4)301-1/1x16" OVS HOLES FOR 0 7/8" ASTM A325 BOLTS. W/ SLIP CRITICAL CLASS A SURFACE 11 II Li•C!.et ni i i i I� SECTION CUT � en SEE DETAIL F/SB-3204 K83 II II O O O O REVISION HISTORY 02 INCREASED VIEW SIZED ON DETAIL D, CHANGED TEXT AND WELDS 03 UPDATED DETAILS DIMENSIONS & WELDS ram tate 1.03-2011 SWENSON SAY FACET A STRUCTURAL ENGINEERING CORPORATION 2124 Third vapor Spite MO • Sxatt#e, WA Owl gilt m6441,6212 tar.; a66,343467o s .v.si ona nsayf vetai n' B44 REID MIDDLETON, INC. EXPIRED FEB 1,12012 ricvicvutO FOR :ODE COMP i. d LU11 airy of Tukwila BUILDING DIVISION DETAIL E: N -S FRAME VERTICAL BRACE CONNECTION 4 LOCATIONS N o10QCOO L) • COMLI-I Ifni) A If IQnin O`�^Z c w ~ X z�LL3 R `i. E •iE N f U 1\ E 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and It is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: I CHECKED BY: JKE JW JOB NUMBER 206-039 14R4-4.3 RAT FRAMING DETAILS SB -3206 1 OF 1 SHEET NUMBER (2) PL 3/8"x8" W/(4) 01 1/16 OVS HOLES FOR 07/8 ASTM A325 BOLTS W/ SLIP CRITICAL CLASS A SURFACE C1 'III 11 ' 0„0, ev lA P ,moi ,r, i .. ' -201 L y -'I rJ lift 1 1/2” ,38/ 38 C TYP .25 6 1/8" OPENING SHIM AS NEEDED SEE DETAIL B/3204 3/4"x8"x9" W/(2) 01(5/1P6 STD HOLES FOR 07/8 ASTM A325 BOLTS SECTION CUT PL 3/8"x4"x9" W/(3) 015/16 STD HOLES FOR 07/8 ASTM A325 BOL DETAIL A: N -S FRAME MOMENT CONNECTION AT LOUVER PANEL 4 LOCATIONS CAPTURE ANGLE L3" X 3" X 3/16" BOLTED THROUGH SUPPORT ANGLE AT 3'-0" O.C. MAX VIA 1/2" ASTM A325 BOLTS IN OVERSIZE HOLES. 02 GRATING SHALL BE 12" WIDE X 2" DEEP AMICO "SAFETY GRIP CHANNEL" OR EQUIVALENT, MANUFACTURED FROM ASTM -A653, G-90 (Z-275) PRE -GALVANIZED 13 GAUGE STEEL. 1'-10 3/4" L6" X 4' X 5/16" TYPICAL SUPPORT ANGLE DETAIL D: MAINTANANCE LANDING AT LOW ROOF ELEVATION (2) 0 7/8" ASTM A325 BOLTS IN 01-1/16" OVS HOLES WITH SLIP CRITICAL CLASS A SURFACE (2) BEVELED SHIMS PL 1 /2"x3"x6" VARIES 1 fl 1 i »u 2 1/2" SECTION CUT DETAIL B: TYPICAL INNER SKIN SUPPORT ANGLE TO CHANNEL CONNECTION TYPICAL SUPPORT ANGLE L6'X4"X5/16" --CAPTURE ANGLE L3" X 3" X 3/16" BOLTED THROUGH SUPPORT ANGLE AT 3'-0" O.C. MAX VIA 5/8" ASTM A325 BOLTS IN OVERSIZE HOLES. SLIP CRITICAL CLASS A. WELD CAPTURE ANGLE AT OPTION OF FABRICATOR GRATING SHALL BE 12" WIDE X 2" DEEP AMICO "SAFETY GRIP CHANNEL'" OR EQUIVALENT, MANUFACTURED FROM ASTM - A653, G-90 (Z-275) PRE -GALVANIZED 13 GAUGE STEEL. DETAIL E. TYPICAL RAT TOWER MAINTENANCE ACCESS LANDING REVISION HISTORY UPDATED DETAILS, NOTES, DIMENSIONS & WELDS (2) 07/8" ASTM A325 BOLTS IN 01-1/16' OVS HOLES THROUGH ANGLE AND CHANNEL. W/ SLIP CRITICAL CLASS A SURFACE ra r A Vi IA 7 f/I r4728 s'.'loti LiS 01.03.2011 SWNSON SAY FACET .. A STRUCTURAL ENCINEERINQ CORPORATION xyz4Third Avenue.. SidraSandie. WA g8tzt ph;au6. ,A;.kxix fax: ;6.44 .48$ wPakowegniw$ayfet,conri VARIES SECTION CUT DETAIL C: TYPICAL INNER SKIN SUPPORT ANGLE TO CHANNEL CONNECTION LIFTING HANDLE AT - END OF PLATFORM b I o HINGE FIXED TO PLATFORM ANGLE PLATFORM 2 1/2" _ 1 ill\\S ills:r1LE REID MIDDLETON, INC. " tLOr n ' Lu CO H- viLn nv M�c? pol¢U X� 'cr Z LL EX I ED FEB 11 2012 REVIEWED FOR CODE COMPLIANCE 4PDDAVP11i MAR 18Lull CityofTukwila BUILDING mom DETAIL F: TYPICAL HINGED LANDING DETAIL SECTION CUT SKVVtENTURE 03/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any forrnat or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 1 4R4-4,3 RAT DETAILS SB -3207 1 OF 1 SHEci NUMflER RAT TOWER INNER SKIN: 20 GA PREGALVANIZED SHEET METAL INNER LINING OVER 1.5" X 36", 22 GA., GALVANIZED STEEL DECK ATTACHMENT FASTEN DECK #12 SCREWS AT STRUCTURAL SUPPORTS AT 12' O.C. ATTACH AT 12' O.C. AT SIDE SUPPORTS AND AT 6" O.C. AROUND OPENINGS ATTACH AT 24" O.C. MAX ALONG SIDE SEAMS BETWEEN ADJACENT DECK PANELS. LOUVER PANEL DETAIL A: NORTH -SOUTH RAT TOWER WALL SECTION SKIN FROM TURN 2 ADJUSTMENT 07/8" ASTM A 325 BOLTS IN LONG SLOTTED HOLES FOR SKIN ADJUSTMENT SLIP CRITICAL CLASS A PL 1/2"x3" FOR BOLTS L6" X 4" X 5/16" CONTINUOUS AROUND OPENING AT RAT TOWER TOP FOR DECK FASTENING DETAIL B: RAT TOWER INNER SKIN TO TURN 2 DETAIL #12 SCREWS AT 12' O.C. MAX -- TOP OF PLENUM 20 GA. STEEL SKIN HILTI (X-ZF37) PINS WITH LARGE STEEL WASHERS OR EQUIVALENT. EMBED 1-1/4" MIN AT 12" O.C. MAX 4" X 4" X 18 GA. X CONTINUOUS BENT PLATE ANGLE DETAIL D: FLASHING DETAIL AT BOTTOM OF PLENUM BEAMS ANGLE CREATES EDGE FOR DECK ATTACHMENT ALONG CORNER REVISION HISTORY UPDATED TEXT (2) 4" X 4" X 18 GA. X CONTINUOUS BENT PLATE ANGLES #12 SCREWS AT 12" O.C. MAX DETAIL C: TYPICAL INNER RAT SKIN CORNER DETAIL C I/I a4'Tu 317.1.4 .. r Set /UN#i` 4 r‘" 01- 03.2011 SWENSON SAY FACET A STRUCTURAL ENGINEERING CORPORATION 2124 'Mit* Avenue • Stan," -Sea#€a, WA 88121 0S; V4.446212 fax 06,443487 v+ivw.si*rer nsajett ri SEE DETAILS B OR C ON SHEET SA -3207 INSTALL CORNER ANGLE VIA (2) SELF TAPPING 1/4" SCREWS INTO EACH STRUCTURAL SUPPORT SEE DETAIL D ON SHEET SB -3203 FOR CONNECTION DETAIL #12 SCREWS AT 12" O.C. MAX Thr-Y-TsCrien CHEVRON BRACE BEHIND b[O23(o EXPI ED FEB 11 2092, -GIRT 17")) I tll� I.. REID i!C)D1 F7 • 2 HNC. J REVIEWED FOR CODE COMPLIANCE AaoonvEf MAR 182011 CityofTukwila BUILDING DIVISION DETAIL E: TYPICAL INNER RAT SKIN SUPPORT DETAIL w 1 z 1 Ln 03/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 RAT DETAILS SB -3208 1 OF 1 SHEET NUMBER '0 L6"x4"x5/ 16" EDGE ANGLE INS so Er) 5'-4 9/16" 3" COLUMN TO LOUVER PLATE WELDMENT SB -3209 21/2" L4"x3"xl /4" EDGE ANGLE TOP & BOTTOM PL 3/8"x4'-4 5/16"x5'-7 15/16" PAINTED FINISH i R59116 4 7/16" TO COLUMN Q A DETAIL A: EXHAUST LOUVER PLATE (2 LOCATIONS, OPPOSITE 2 LOCATIONS) PL 3/8"x3'-9 3/16"x5'-8" MAINTENANCE PLATFORM Rs 9/16,. EDGE ANGLE L2-1/2" x1 -1/2"x1/4" 02 03 EDGE ANGLE L2-1 /2" X 1-1/2"X 1/4" 03 ELEV. 37'-0 13/16' MAINTENANCE PLATFORM 02 PL BEHIND 5'-0" x 3" X 3/8" OFFSET 3/8" FROM CURVE 11 4 7/16" TO COLUMN '0 co 0• M u 11 11 11 11 0 u f 4'-10 15/16" 0- 03 ELEV. 36'-2 9/16" 3" COLUMN TO LOUVER PLATE WELDMENT EDGE ANGLE L4"x3"xl /4" TOP & BOTTOM 5'-8" PL BEHIND 5'-0" x 3" X 3/8" OFFSET 3/8" FROM CURVE DETAIL D: INTAKE LOUVER PLATE (2 LOCATIONS, OPPOSITE 2 LOCATIONS) 3 013/16" OVS HOLES FOR 05/8" ASTM A325 BOLTS. W/ SLIP CRITICAL CLASS A SURFACE TYP 3/16, 2-6 3/16 V2-6 013/16" OVS HOLES FOR 05/8" ASTM A325 BOLTS. W/ SLIP CRITICAL CLASS A SURFACE 1 1/2" SET BACK 3/8" 02 3/16L 2-8 3/16 V2-8 DETAIL B: EXHAUST LOUVER PLATE SECTION 013/16' OVS HOLES FOR 05/8" ASTM A325 BOLTS. W/ SLIP CRITICAL CLASS A SURFACE TYP 3/16 2-6 3/16 2-6 013/16' OVS HOLES FOR 05/8" ASTM A325 BOLTS. W/ SLIP CRITICAL CLASS A SURFACE DETAIL E: INTAKE LOUVER PLATE SECTION 3/16L 2-8 3/16 r2-8 TYP TYP 02 CED Lr CD CV REVISION HISTORY UPDATED ALL VIEWS ADDED DIMENSION TO FULLY DEFINE LOUVER PLATE WELDMENT IN DETAILS "A" (6) SLOTS 11/16" X 1-9/16' N.S. HOLES 013/16 F.S. FOR 05/8" ASTM A325 BOLTS. SLIP CRITICAL CLASS A 0 0 V DETAIL C: EXHAUST LOUVER PLATE SECTION 3/16 2-8 3/16 (5) HORIZONTAL LONG SLOTS 11/16"X 1 9/16" FOR 05/8" ASTM A325 BOLTS. SLIP CRITICAL CLASS A 13/16" OVERSIZE HOLES IN L6" X 4" X 5/16" ANGLE BEHIND 2-8 TYP 02 3/8" 0;, b to peLcup DETAIL F: INTAKE LOUVER PLATE SECTION REID MIDDLETON, INC. 3/16 2-8 3/16 /2-8 EXFIrt FEB 112012 REVIEWED FOR CODE COMPLIANCE ADoanUFO MAR 18 lull Cityof Tukwila BUILDING DIVISION TYP vsv z w 1- 1 c/i 0 z 07/02/08 03 03/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 RAT DETAILS SB -3209 1 OF 1 SHEET NUMBER (40) 0 7/8" TH R U THIS FLANGE ONLY CL BEAM O 0 e 0 co 9 "O 0' 9 I CV tco r -- o - a o- o- 00- o- -0 -0 -0 -0 -0 0 -0 It 0 CO re a7 (1) N 00 9 1 0- -0 0- -0 o- -0 2 15/16' 2 15/16' 0- -0 -0 -0 O 0 O 0 T.� DETAIL A: HOLE PATTERN FOR LOUVER BEARINGS (2 LOCATIONS) 0 I CV 40X 07/8" THRU THIS FLANGE ONLY CL BEAM O 0 O 0 1 0- -0 0- -0 0- -0 0- -0 o---0 0- -0 215/16" 0. s -0 0. -0 00 0 NI 0 M o- -0 �2 15/16" 0- 0- -0 -0 r CO r � co N R &D O 0 O 0 DETAIL B: HOLE PATTERN FOR LOUVER BEARINGS (2 LOCATIONS) .19 4 13/16' 0 ua LU n- 1— �o r r✓) 3.70° (2) C10x25 x 31'-6 3/16' PL 3/8"x1'-7 11 /16"x31'-6 3/16" REVISION HISTORY UPDATED WELDS rre're- ' I/I tip a q''5{ONS 'SO Y01.03.2011 SWENSON SAY FAGET A SflUtrUPAL ENL§INEER1N0 CORPQRATWN 4114 Third Avenue - ^usta aao > Seattle, WA 93t2.t ph: zpe.dda.6212 fa :,to&44$4570 .19\ 2-6 .19 /2-6 11 W) PL 3/4"x8"x9" /(4) 015/16 STD HOLES FOR 07/8" ASTM A325 BOLTS 1/2" GAP CTYP Flt 4x3/8 x 31'-6 3/16" 0 O '141a1Wiarali:41=S r -- .25 .25 PL 3/8"x4"x1'-0" W/(4) 015/16 STD HOLES FOR 07/8" ASTM A325 BOLTS DETAIL C: BEAM B42 END CONNECTIONS ALONG GRIDS 2 & 5 (4 LOCATIONS) �`/1 �� 4„ i� 1 REID) TVUDDLFTON, INC. blos acuo EXFIRED FEB 1.1 2012 REVIEWED FOR CODE COMPLIANCE MAR 18 2U11 Cityof Tukwila !UILDING DIVISION M 4 5 03/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 RAT DETAILS SB -3210 1 OF 1 SHEET NUMBER 3 SIDES \ TYP / .25/ L4 X 3 X .250 X 364.31 RAT DECK TERMINATION ANGLE TYP . 19\ 2-12 . 19 /2-12 PL 5.38 X .50 X 364.31 TYP .25 .25 SLOT 9/16"x1 1/4" R7/8" 1/2" STIFFENER PLATE L4 X 3 X .250 X CONT. POUR DAM ANGLE .19\ 1.5-12 .19 /1.5-12 8 7/8" 9 3/4" DETAIL A: STIFFENER PLATE AT TURN 3 ATTACHEMENT POINT TYP 3 7/8" 1" V 00 Lry 0 .19\ 2-12 .19 /2-12 12"x45° MIN 03 U) 0 L4 X 3 X .250 X CONT. POUR DAM ANGLE .19\ 1.5-12 .19 /1.5-12 TYP 3 SIDES 25 TYP 1/2" STIFFENER PLATE 03 7 1/2" DETAIL D: STIFFENER PLATE AT TURN 4 ATTACHMENT POINT SLOT 9/16"x1 1/4" TYP TYP 2 1/8" REF 3 SIDES TYP .19 L. 1.5-12 .19 r1.5-12 7 7/8" i.�niAonrfl'r rill �Ilr 2 7/8" .25 r 1111, r MIS ra I 12 ti In I G . 25 1.5-6 . 25 3-6 3 7/8" 1/7' STIFFENER PLATE DETAIL B: BRACE CONNECTION AT GRIDS 2,C AND 5,C PL 1 /2"x4"xl'-7" 21/8" .. ^'^^Cres lY r•e e rv`YV`r rreeY"e'rerY,CY4Y'•a re SWENSON SAY. FAG.ET A STRUCTURAL ENGINEERING CORPORATION 2 U24 Third Avenue - ",uiterao • Seaitfe, WA 96121 $06.443,6312 fax:2a 6.43.4 $7e vvigoiS9FensoMaY'f 4 ;t91"l 4 X 01 1/16" FOR 07/8" ASTM A325 BOLTS. WITH SLIP CRITICAL CLASS A SURFACE 4" O DETAIL C: TOP VIEW BRACE CONNECTION AT GIRDS 2,C AND 5,C u�� i=n�IJcz 71 ") r REID M?DDL EON T, /NC. b to eicup EXE' 1 E ,FEB 1;12012 REVIEWED FOR CODE COMPLIANCE A000fVEO MAR 18 2U11 City of Tukwila BUILDING DIVISION Z SKYV;EPITURE 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or rnanner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 PLENUM DECK DETAIL SB -3301 1 OF 1 SHEET NUMBER RAT INTERIOR SKIN 02 -RAT METAL DECKING 400X4.00X.31 X CONT. ANGLE NAILS LT GAUGE FLASHING TURN VANE BANK 0 O 0 0 0 AIRFLOW DIRECTION 5.00 X .50 X CONT. PLATE STIFFENER PLATE AT EACH VANE BANK PLATE 8.68 CL VANE SLOT DETAIL A: TURN 3 BEAM SUPPORT h r TOP OF PLENUM SHEETING FIBERGLASS INLET CONTRACTOR 4.00 X 4.00 X .31 X CONT. ------ BOLTED TO BEAM DECK POUR ANGLE 4.00 X 4.00 X .31 CONTINUOUS WELDED BETWEEN STIFFENER PLATES REVISION HISTORY UPDATED VIEW _try...en...cry ^r6 rrrrr' a % Lrr� F oAke �'y3£T22_ T4s '�y is �i:•°"" a 01-03-2011 SSW NSON SAY FACET A STRUCTURAL ESGINEERRNG CORPORATION ;ra4 Third AVenUe - Suite ioo ° Seattle, IWJA •38 r<� ph:. 6443.6a 2 lax;,x:6,443.4B:7R rid 4.00 O 0 AIRFLOW DIR LT GAUGE FLASHING TURN VANE BANK DETAIL B: TURN 4 BEAM SUPPORT 7 6 CL VANE SLOT stsl0—crop REVIEWED FOR CODE COMPLIANCE ADDafVED MAR 18ZU11 City of Tukwila BUILDING DIVISION NOTES: r` (Iii 21i: I1 REID MIDDLETO)N, INC. EXP 1 . " D a SHINGLE RAT INTERIOR SHEET OVER CORNER FLASHING © SHINGLE FLASHING OVER TOP OF PLENUM SHEET SHINGLE PLENUM ROOF SHEET OVER CORNER FLASHING 4 > VERTICAL SLOTTED HOLES IN ANGLE FOR ADJUSTMENT. HORIZONTAL SLOT IN STIFFENER PLATE FOR VANE BANK ADJUSTMENT 6) CAULK FLASHING SEAMS AS FOLLOWS FOR AIR TIGHTNESS: APPLY A CONTINUOUS BEAD OF SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT 7) SEE SHEET SB -1301, SB -3301 FOR ADDITIONAL PLATE LAYOUT FEB 2012 SKYVENTURE 03/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any forrnat or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 TURN SUPPORT DETAILS SB -3302 1 OF 1 $NEE1 NUMBER retra at. Tr. 0 0 0 o' _1_ DECKING HIDDEN LINES AND POUR DAM NOT SHOWN FOR CLARITY -B17 REFER TO TYPICAL DETAIL A ON SB -3001 WITH N = 3 BOLTS DETAIL A: BEAM -GIRDER CONNECTION, BOTH ENDS OF BEAMS ON GRIDS (2.3,A)(2.7,A) (4.3,A)(4.7,A)(2.3,E)(2.7,E)(4.3,E)(4.7,E) 615 / 2 1/2' r 7 / 7 / / V / / / / / / /I REFER TO TYPICAL DETAIL A ON SB -3001 WITH N = 2 BOLTS B20 DETAIL D: BEAM -GIRDER SINGLE ANGLE CONNECTION AT GRIDS 3.38 C.6 3.38 B.4 (3.38,E) (3.38,A) (3.62,C.6) (3.62,8.4) (3.62,E)(3.62,A)(3.5,E)(3.5,A)(3.5,C.61 3.5,8.4) (4) PL 3/811x3 1/4"x7 1/8" 4" 1 1/2" B17 1/2" 2" 812 1320 DECKING HIDDEN LINES AND POUR DAM NOT SHOWN FOR CLARITY (6) 015/16" STD HOLES FOR 0 7/8" ASTM A325 BOLTS r. 1 1 I I 1 ' rr Tr .1141-},L r--r—:�3-_.._�ji a-___.44___2 I I,,,o -I 1 1 —I J 1 I I ° 0 0 J B20 B17 f ° °si O ° t___ 1rJ=__a reerrefirettrer/A .25 11 1!I! li li mmmmmis.. m. 111,4110P RA.r s REFER TO TYPICAL DETAIL B ON SB -3001 WITH N = 4 BOLTS 1/2" GAP TYP 3 SIDES .25 V \ TYP (6) 015/16" STD HOLES FOR 07/8" ASTM A325 BOLTS (2) PL 3/8"x7 7/8"x11-6" DETAIL B: BEAM -GIRDER -COLUMN CONNECTION AT GRIDS (3,A) (3,E) (4,A) (4,E) B13 //////////////II////////////////////////// / //#//// 1//////// //; /,////;;;;/;/ /////////I/////////////////l////////// /, /, ////////////// /////�Icf-.////1 /l////// FJ*/! //l/, REFER TO TYPICAL DETAIL A ON SB -3001 WITH N = 3 BOLTS DETAIL E: FLIGHT CHAMBER FRAMING CONNECTION AT GRIDS 3.3 C.6 3.3 B.4 (3.7,C.6) (3.7,6.4) TYP REVISION HISTORY UPDATED WELDS 1.5\ 12 B13 0' 2" REFER TO TYPICAL DETAIL A ON S13-3001 WITH N = 3 BOLTS L5X3X 1/4 TYP POUR DAM v 3i7yla, `r RAL�k. G�2 � z B20 'wwirar C. ' 01.03.2011 SWEN ON SAY 'EAG T A STRUCTURAL E iGINEERIMG. CORPORATION 24247tti AVlt1iAR • sutil oo -Soma, VJA govt. ph .ao6,4431aia faz:2'1.4443,40p6 wvit swf wst)ltsayti/,,p;3: is m DETAIL C: BEAM -GIRDER SINGLE ANGLE CONNECTION AT GRIDS (3.3,E) (3.34) (3.7,E) (3.74) (2) 015/16" HOLES FOR '07/8" ASTM A325 BOLTS SLIP CRITICAL CLASS A 3 SIDES .25 B15 EXP I "' ED //////J//,,,//////If ///////l/////// e////e/////////////////// #///////////i//, ////////!//,////////f/////////////////,/ /lI/I//////////////l/// /////////f///// /I ////,///I/ ///./ I/I/////// >rr.... >rrmI / //II/// /I//l/yrI� /I/// I l B15 REVIEWED FOR CODE COMPLIANCE ADOOAVED MAK 18 21.111 City of Tukwila BUILDING DIVIMION / 0 0 --n B19 X1/2" GAP 1313 f 1 FEB 1.1 2012 1 I, /; II / W/ J C` �rJ) it" I �:1 -a REID MIDDLETON, INC, (BEHIND) BENT PL 6 1/2" X 5 1/4"X3/8" W/ (2) 15/1611 HOLES. 45 DEG BEND bro-a'flo DETAIL F: FLIGHT CHAMBER FRAMING CONNECTION AT GRIDS 3.3 C.2 3.3 B.8 (3.38,C.6) (3.38,6.4) (3.62,C.6) (3.62,13.4) (3.7,C.2) (3.7,6.8) N Q`vo°°0 N �o 2 �w g o52o" Q-'ONZ 0 w N X 'trZcta3 3 z M 4 oc 1 03/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any forrnat or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 OBSERVATION DECK DETAILS SB -3401 1 OF ] CHER NUMBER B37 r ,T f as r �I1 B31 DECKING LINES NOT SHOWN FOR CLARITY REFER TO TYPICAL DETAIL A /02 ON SB -3001 WITH N = 3 BOLTS DETAIL A: BEAM -GIRDER CONNECTION BOTH ENDS OF BEAMS AT GRIDS (2.3,E)(2.7,E) (4.3. E)(4.7, E)(2.3,A)(2.7,A)(4.3,A)(4.7,A) / /1 J -m B39 JJ ---JJ rTT`////d REFER TO TYPICAL DETAIL A ON SB -3001 WITH N = 3 BOLTS DETAIL D: DIFFUSER SUPPORT FRAMING CONNECTION AT GRIDS (3.3,8.4) (3.3,C.6) (3.72B.4) (3.7,C.6) 02 (3) 015/16" STD HOLES FOR 07/8" ASTM A325 BOLTS 02 (5) 015/16" STD HOLES FOR 07/8" ASTM A325 BOLTS 3 SIDES TYP 7 7/8" (4) PL 3/8"x3 1 /4"x7 1/8" 4" 1 1/2" B37 ND. 0 o o 11 II: P 111 �I I o o. o o e 840 .25 .25 SECTION CUT ...1/2" GAP TYP = B37 1/2" 2" 03 .31 B40 / 3 SIDES TYP C3eET—m T B32 (5) 015/16" STD HOLES FOR 07/8" ASTM A325 BOLTS (2) PL 3/8"x7 7/8"xl '-3" DETAIL B: BEAM-GRDER-COLUMN CONNECTION AT GRIDS (3,E) (3,A) (4,E) (4,A) REVISION HISTORY 02 CHANGED TEXT 03 UPDATED WELD B35 // O 7 ziREFER TO TYPICAL DETAIL A ON SB -3001 WITH N = 2 BOLTS B40 DETAIL C: BEAM -GIRDER SINGLE ANGLE CONNECTION AT GRIDS 13.4,E) (3.44)(3.6,E) (3.6,A1 EXPIRED FEB 11 2,012 :' cid Yf�i kl t:a 01-03-2011 SWENSON.SAY FAGET A STRUCTURAL ENC#INE#ftftMG.CORPORATION 21:..qThird Monad - Suite lad Seattle, WA gBBta£ Ph: 20..441.6212 fax: 2.o44?,487o .Evr swenscoury'fncdicro N r[ U L I! / E f •_ (i� r I REID MIDDLETON INC. REVIEWED FOR CODE COMPLIANCE APDQnuPn MAR 18 2u u City ottukwila BUILDING DIvISIOn, S i VENTURE 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 LOW ROOF DETAILS SB -3501 1 OF 1 SHEET NUMBER (4) 011/16" STD HOLES FOR 05/8" ASTM A325 BOLTS DETAIL A: BEAM BRACE DETAIL AT GRIDS (3,C) (3.3,C) (3.7,C) (4,C) (2.3,C1(2.7,C)(4.3,C)(4.7,C) METAL DECK NOT SHOWN FOR CLARITY (4) 015/16" HOLES THRU WEB FOR 07/8" ASTM A325 BOLTS PL 3/8"x11 -8"x9 3/8" FOR 0 7/8" ASTM 015/16' STD H0 25 BOESR SWEB reto B41 r— N B35 1 B39 REFER TO DETAIL A ON SB -3001 WITH N = 2 BOLTS 3 SIDES DETAIL D: DIFFUSER SUPPORT FRAMING CONNECTION AT GRIDS (3.4,B.4) (3.4,C.6) (3.6,8.4 (3.6,C.6)) (4) 015/16' HOLES THRU WEB FOR 07/8" ASTM A325 BOLTS SLIP CRITICAL CLASS A TYP B33 METAL DECK NOT SHOWN FOR CLARITY DETAIL B: DIFFUSER SUPPORT FRAMING CONNECTION AT GRIDS (3.3,8.7) (3.3,C.3) (3.7,C.3) (3.7,8.7)1 B40 REFER TO DETAIL A ON SB -3001 WITH N = 3 BOLTS DETAIL E: BEAM -GIRDER CONNECTION AT GRIDS (3.34) (3.3,E) (3.74) (3.7,E) (2) 015/16' STD HOLES THRU WEB FOR 07/8" ASTM A325 BOLTS (2) 1"xl" CHAMFER PL 3/8"x8 7/8"xl'-0 15/16' 3 SIDES .25 / / 4 B41 i L cry -, • O 4� B41 "rerY ry-r'F'•Pr,t^eW r'r-K'Y'^rr"r6—r'- t «:: yak • ra. ori �..tw`S rG 8trib NCy� .,PCZ, 151 4 01-03.2011 SWENSON SAY FACET STRUCTURAL ENGINEERiWe CORPORATION 2114 Third Avtrr:+t ^°Rohe Ina Seattle; $JA 6izt pisi,o6,443.6212 fait: ao6,4 .463n w w.5avientonsoyf4 etOrIY .7+,.tJ...A..!•..a,J..1..b..�.d..hJ.1.J.1.J+.�.J..1.J...A.l..1J«J�.A,a..A..7�ih.+..ad,.j 1 1/2" EDGE TYP DETAIL C: DIFFUSER SUPPORT FRAMING CONNECTION AT GRIDS (3.35,C.4) (3.35,8.6) (3.65,C.4) (3.65,8.6) EXPI ED FEB 112017 METAL DECK NOT SHOWN FOR CLARITY REWED CODECOMP I FOR siononUE f Nitit 18 all City of Tukwila 3 SIDES BUILDING DIVISION FO�0HOLES15/16' S 7/8" ASTMA325 BOLTS SLIP CRITICAL CLASS A i 1 PL 3/8"xl'-8"x9 3/8" REUJ MIDDLETON1, INC. 1 DETAIL F: DIFFUSER SUPPORT FRAMING CONNECTION AT GRIDS (3.3,8.9) (3.3,C.1) (3.7,C.1) (3.7,B.9)) LU te z 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or rnonner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 LOW ROOF DETAILS SB -3502 1 OF 1 SHEET NUMBER 1;651 3" 1 �y 2x PL 23x9.5x.375 — r ,- B61 • • • L91/2" '`K51 (16) 01 1/16" OVS FOR 0 7/8" ASTM A325 BOLTS WITH SLIP -CRITICAL CLASS A SURFACE REFER TO DETAIL B ON SB -3001 WITH N=2 BOLTS N N B59 2L4x3x3/8" .19\ C 3 SIDES 7 .19 B61 3" ANGLE K51 ri u I, K51 B51 SECTION CUT DETAIL A: BRACING CONNECTION AT GRID 2.5 C (4.5 C ZNI (8) PL 3/4"x7 1/2"xl 1" REFER TO DETAIL B ON SB -1603 FOR BOLT HOLE DIMENSIONS 7 7/8" .25 2-6 .25 2-6 B52 DETAIL B: FLANGE PLATE AT OTD MOUNTS ON GRIDS 2.6 AND 4.4 L6x4x0.313 .19/ 3 SIDES TYP AT INTERMEDIATE SUPPORTS .25 .25 PL 3/8"x6"x7 5/8" K50 VS HOLES FOR (0)7 8'01 ASTM A325 BOLTS WITH SLIP -CRITICAL CLASS A SURFACE (4) 015/16" STD HOLES FOR 07/8" ASTM A325 BOLTS 7 /8" 31/2" 1 3/4" 0 r 0 DETAIL E: BRACE AND COLUMN CONNECTION. 2 BRACES ON GRIDS 3.5 COLUMNS AT GRIDS (3.5,A)(3.5,8.391(3.5,E)(3.5,E)(3.5,D,611 B56 '0 BOLT OR FIELD WELD LOOSE ANGLE TO RETAIN WALKWAY. 5/8" ASTM A325 BOLTS SHOWN AT 3'-0" O.C. OVERSIZE HOLES IN ANGLE AND BEAM SAFETY -GRIP FORMED CHANNEL CATWALK L3 x 3 x 3/16 X CONT. LOOSE ANGLE l/ r-1 a SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION aiat rbfrel Avarta-Suite lop• Seattle, WA 98P I ph: ao6.443 6z r3 far,: 2o6.443.4S?o bkWswWi15 iNayf. ,C3:rr .%.h.JC„tw.+.., ti.i..h.h.h.dwi�./:.?.,J•..A.d..A,,.1.i-,h,.A,A,R,.S.,hle„t.,A,.7.,.t.lv..f DETAIL C: CATWALK DETAIL AT CROSS-OVER BETWEEN GRIDS 3 AND 3.2, 3.8 AND 4 .25 .25 ,/ 1 1/2” PL 12x4x.375 .5" GAP bio%' REVIEWED FOR CODE COMPLIANCE Alumni/FP MAR 18 'cud City of Tukwila .� ING 01vi4 1ON K50 B52 9 5/8" TOP OF GUSSET PLAT EXPIRED FEB 11.ZO1Z 0\ yrs: ‘./ lSl_. 1, I REID MIDDLETON, INC. . 19 V B54 Il ,, n , „cry 862 ;i I w 4‘` \ t ijh `• •^ -r ti I II `Q .,i l p \ i `• CO% y, ,, 1 nn 1 1 n I II Haan PL 3/8" -o 15/16" STD FOR 07/8" ASTM A325 BOLTS DETAIL F: CONNECTION AT GRIDS (3.2,B.33) (3.2,C.67) (3.8,8.33) (3.8,C.67) cvl gir 1' ce r- 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 SERVICE DECK CATWALK PLAN SB -3601 1 OF 1 SHEET NUMBER PL 11-0 1/4" X 9-7/16' X 3/8" W/(4) 9)1-1/16' HOLES K52 853 CATWALK REMOVED FOR CLARITY 01-1/16" HOLES THROUGH BRACES FOR 7/8" ASTM A325 BOLTS, W/ SLIP CRITICAL CLASS A SURFACE PL 8-1/2" X 8" X 3/8" W/(2) 01-1/16" HOLES (8) 015/16" STD HOLES THROUGH BEAM FOR 7/8" ASTM A325 BOLTS, .25 .25 .19 • • B56 3 SIDES TYP .19 • .19 .19 . 25 3 SIDES . 25 \ TYP BEAM END PL 1'-2 9/16' X 1'-1" X 1/2" W/(6) 01-1/16" HOLES B53 856 (6) 01-1/16" OVS HOLES THROUGH COLUMN FOR 7/8" ASTM A325 BOLTS, W/ SLIP CRITICAL CLASS ASURFACE K52 (2) EXTENDED SHEAR PL l' -2"x8 -13/16"x3/8" (4) 3/8" FULL DEPTH STIFFENERS, (1) EA TOP AND BOTTOM OF EACH EXTENDED SHEAR PLATE DETAIL A:CONNECTION AT GRIDS (3,A) (33,E) (4,A1 (4,E) 7'-0 1/4" 2 3/4" 6'-2 1/4" ( ) c ) ri 11 ( ) I Y ( R II B61 II iI( 1'-1" l'-8" 1'-1" 1'-1" REFER TO DETAIL C ON SA -1603 FOR BOLT HOLE DIMENSIONS 861 11 0 0 0 0 DETAIL D: FAN MOUNT POINT ON BEAM B61 2 LOCATIONS PL 3/8 FULL DEPTH STIFFENER REFER TO DETAIL B ON S8-3001 WITH N=3 BOLTS B53 (4) 01 1/16" OVS HOLES FOR 07/8" ASTM A325 BOLTS SLIP CRITICAL CLASS A SURFACES DETAIL B: BEAM CONNECTION AT GRIDS (3,B.33) (3,8.39) (3,C.61) (3,C.67) (4,8.33) (4,8.39) (4,C.61) (4,C.671 0 0 �-� 2 Z l B61 OR B60 N (4) 013/16" OVS HOLES FOR 05/8" ASTM A325 BOLTS SLIP CRITICAL CLASS A SURFACES TYP X16" MIN SHIM EA END B52 852 .25 .25 (2) END PL 3/8"x4 1/2"x5 1/2" DETAIL E:BEAM END CONNECTION FOR FAN SUPPORT BEAMS B52 ON GRIDS 2.5 AND 4.5 1/2" GAP 1/16" MIN SHIM EA END // (r r•Y-r•r r ry Y rvvv rw r r–r ryrrrrr e r r- r tvYr 1 3" ANGLE /////////d 853 2L4x3x3/8 (4) 01 1/16" OVS HOLES FOR 07/8" ASTM A325 BOLTS SLIP CRITICAL CLASS A SURFACES ori f>3m&c;,. e04 01.03.2011 SWENSON SAY PAGET A STRUCTURAL ENGINEERING CORPOItATION 124Tharsi Averime Suite,oa • Seate& WA semi ph; ao6 443,6:3, fax: ao6.443•4870 WJPoVS10'c3rl&C lOyfa tcrsto DETAIL C: BEAM END CONNECTION FOR GRID C FAN SUPPORT ON GRIDS 3 AND 4 (2) C6x8.2 x 17-1 3/8" 0 J W/ (2) 015/16" STD HOLES FOR 07/8" ASTM A325 BOLTS SLIP CRITICAL CLASS A SURFACES bio-zne REVIEWED FOR CODE COMPLIANCE ADDDnVFO 1 Ini{ 1 8 ZU I I City of Tukwila BUILDING wising 3 SIDES .19 .19 859 EXFI!.ED FEB 112012 E \IJ j_L !'ti L 11I I y ;l REID M DDLE.TON, INC, 1 1 /7' co M 0 K51 (2) 3/8" FULL DEPTH STIFFENERS DETAIL F: BEAM END/CENTER CONNECTION FOR MEMBER B59 r r al 1 N;A, r)/ 1/2" SKYVEM1ITURE 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any forrnat or mariner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN 8Y: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4,3 SERVICE DECK DETAILS SB -3602 1 OF 1 SHEET PLUMBER 013/16" HOLES FOR 05/8" ASTM A0325 BOLTS SLIP -CRITICAL CLASS A SURFACE .19 .19 B51 7 5/8" C x S2=S=C�i1 III I, REFER TO DETAIL A ON SB -3001 WITH N=4 BOLTS 31/2"� 2 1/16" C4 1.0 rtI,IrrBA 56 .19 TYP PL 1 /2"x6"x7 5/8" DETAIL A: CONNECTION AT GRIDS (2.5,A) (2.5,E) (4.5,A) (4.5,E) 2x PL 3/8" ALL HOLES ARE 01 1/16" OVS FOR 07/8" ASTM A325 BOLTS WITH SLIP -CRITICAL CLASS A SURFACE PLATE FLUSH \ WITH BEAM / 6 1/8" SHIM AS NEEDED 4 1/2 9 1/4" .19 .19 PL 1 /2"x7 5/8"xl '-0 1/2" .25 PL3/8"x9 1 /4"xl'-0" TYP 3 SIDES DETAIL D: CONNECTION AT GRIDS (1.3,B) (1.3,D) (5.7,B) (5.7,D) PL 3/8" TYP. 3 SIDES L5/16"x6"x4" .25 .25 ,� THIS SIDE ONLY 4 1/2"r PL 1/2" 1 3/4"'w / / (6) 01-1/16" OVS HOLES FOR N ,/ 07/8 ASTM A325 BOLTS WITH SLIP CR)TICAL CLASS A SURFACE ■ PL .375 STIFFENERS (4) 01-1/16' OVS HOLES FOR 07/8" ASTM A325 BOLTS WITH SLIP -CRITICAL CLASS A SURFACE (4) 01-1/16" OVS HOLES FOR 07/8" ASTM A325 BOLTS WITH SLIP -CRITICAL CLASS A SURFACE C4 (6) 01 1/16" OVS HOLES FOR 07/8" ASTM A325 BOLTS WITH SLIP -CRITICAL CLASS A SURFACE 0. K51 B56 11/2" . 25 . 25 8 3/4" 02 DETAIL B: CONNECTION AT GRIDS (1.8,B) (1.8,D) (5.2,B) (5.2,D) FASTEN ANGLES TOGETHER WITH 05/8" ASTM A325 BOLTS IN 013/16" OVS HOLES AT 3'-0" MAXIMUM ON CENTER L3x3x.188 B58 4 9 2-12 DETAIL E: TYPICAL CATWALK CONNECTION DETAIL Jr - f B56 .19 2-12 .19 GRATING SHALL BE 12" WIDE X 2" DEEP AMICO "SAFETY GRIP CHANNEL" OR EQUIVALENT, MANUFACTURED FROM ASTM -A653, G-90 (Z-275) PRE -GALVANIZED 13 GAUGE STEEL. /2-12 REVISION HISTORY UPDATED WELDS UPDATED WELDS & NOTES I{"rr'•,a-¢ rrry^r..r••re-C x .ere re 'nr're'rre,CY'sfThrrn I B50 ibas,%•1;v"::‘;'#1 jy 0/0 01.03.2011 SWENSON SAY FA:GET A smvaunAL t;N 1NEERIN-6 CORPORATION ti24 Thirst. Avenue - Suitt aao • Seattle. WA gait' ph:tswensonsav fax: ::0.443.487o garast.svreJrsorrsar•Fo,eictJt a..a.,a..h.,e...ms..a..�.,s..s.•�.�...A.,�.a�.r,�,.,sa..,..,.�...+.,a..,..sa.. REFER TO DETAIL B ON SB -3001 WITH N=2 BOLTS DETAIL C: BEAM CONNECTION AT GRIDS (1.8,C.8)11.8,B.2) (5.2,8.2) (5.2:8) '0 2 (2) 015/16' STD HOLES FOR 0 7/8" ASTM A325 BOLTS t ct= ( 4" TYP .19/ PL 3/8"x5 1/2"x6 1/2" REVIEWED FOR CODE COMPLIANCE ppDWWIFO I''wt'± 18 J...iI City of Tukwila BUILDING DIVISION PL 3/8"x6 1 /2"x8 7/8" STIFFENER 3/8"x3 3/4"x8 7/8" DETAI C EXP I ED u ill REID MIDDLETON, INC_ FEB 1.12012 .19 .19 PL 3/8"x4"x6 1/2" 1/2"R .19 .19V 9/16" GAP 8 7/8" .19 .19 C3 SIDES AM CONNECTION AT GRIDS 1.3 C.8 1.3 B.2 5.7 B.2 5.7 C.8 to w 1-- V) > V? 1z z 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 SERVICE DECK DETAILS SB -3603 1 OF 1 SIIEFT NUMBER (3) 15/ 16"xl 1/8" SLOTS THRU WEB 15/16" STD HOLES THRU ANGLES FOR 07/8" ASTM A325 BOLTS 03 B72 a PL 1/2"x7 5/8"x 1'-0 1/2" TYP .19/ .19 3 3/4" .19 u C4 7-.7 5/8" (6) 15/16" STD HOLES THRU FOR 07/8" ASTM A325 BOLTS TYP 01 1/16" HOLES FOR 07/8" ASTM A325 BOLTS SLIP CRITICAL CLASS A SURFACE DETAIL A GRID LINES (A,1.8) (A,5.2) (E,1.8) (E,5.2), PL 3/8" .19 (24) 0 1 1/16" OVS FOR 07/8" ASTM A325 BOLTS WITH SLIP -CRITICAL CLASS A SURFACE PL 3/8"x2 3/4"x8" (2) 011/16' STD FOR 05/8" ASTM A325 BOLTS TYP DETAIL D GRID LINES (C,1.3) (C,5.7) 6 1/8"SHIM AS NEEDED 02 REFER TO DETAIL A SB -3001 WITH N=3 BOLTS PL 1 /2"x7 5/8" (4) 01 1/16" OVS HOLES FOR 07/8" ASTM A325 BOLTS SLIP CRITICAL CLASS A SURFACE DETAIL B GRID LINES (A,2.5) (A,3.5) (A,4.5) (E,2.5) (E,3.5) (E,4.5) K70 0 0 r- 0 L_ (4) 011/16" STD HOLES FOR 05/8" ASTM A325 BOLTS SLIP -CRITICAL CLASS A SURFACE K70 B71 DETAIL E BRACE CONNECTION GRID LINES C 1.8 C 5.2 TYP C3 DETAIL PLANVIEW (2) 3/8"x7 1/8"x6 13/16" 25 TYP — —� .25 F B72 REVISION HISTORY CHANGED PLATE ON DETAIL A, ADDED NOTE UPDATED VIEW (3) 15/16"xl 1/8" SLOTS THRU WEB FOR 07/8" ASTM A325 BOLTS l'-1" REFER TO DETAIL B ON --- SB-3001 WITH N=3 BOLTS ..r B72 o O otw.ese 0 O 11 ii II l o O O ck --- 1/2" co co (2) PL 3/8"x7 7/8"xl 2" (8) 015/16" STD FOR 07/8" ASTM A325 BOLTS DETAIL C GRID jaglisisilAsigiugen vita PL .375 Its ; sar2e 45:' 54r 144 01.03.2011 SWENSON SAY PAGET A•STRUCTUPRAL ENGINEERING. CORPORATION 2:t24 Third Avenue Suitei*o- Seattle, WA 98121 pit' 208.443.6z12 fax; o64431.4a$ ,r oifri YrenseihsilMitra t (4) 011/16" STD HOLES FOR 05/8" ASTM A325 BOLTS EXPIRED FEB 112012 ii V 11 Is W [F, (`. ii jr: rn REID MIDDLETOiN], INC. bIOe »TGi REVIEWED FOR CODE COMPLIANCE ADDDAVEO km 18 Z. i i City of Tukwila BUILDING DIVISION DETAIL F BRACE CONNECTION FOR GRID C ON GRIDS 2.5,3,3.5,4, AND 4.5 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 HIGH ROOF DETAILS SB -3701 1 OF 1 SHEET NUMBER 0 O ■ vita PL .375 Its ; sar2e 45:' 54r 144 01.03.2011 SWENSON SAY PAGET A•STRUCTUPRAL ENGINEERING. CORPORATION 2:t24 Third Avenue Suitei*o- Seattle, WA 98121 pit' 208.443.6z12 fax; o64431.4a$ ,r oifri YrenseihsilMitra t (4) 011/16" STD HOLES FOR 05/8" ASTM A325 BOLTS EXPIRED FEB 112012 ii V 11 Is W [F, (`. ii jr: rn REID MIDDLETOiN], INC. bIOe »TGi REVIEWED FOR CODE COMPLIANCE ADDDAVEO km 18 Z. i i City of Tukwila BUILDING DIVISION DETAIL F BRACE CONNECTION FOR GRID C ON GRIDS 2.5,3,3.5,4, AND 4.5 03/21/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JKE CHECKED BY: JW JOB NUMBER 206-039 14R4-4.3 HIGH ROOF DETAILS SB -3701 1 OF 1 SHEET NUMBER ,£ r.; magaimon FEB 112012 Pgga CO Pcnriat Flail revlsw approval 13 ctIb;cct to Cmro oaileiont, Approval of construction docuncnts doves not authorize the violation of any adopted coda or ordinanc3. Receipt of approved Rsld Copy itd ooan'!ans is cdmow edged Cy. - W @S: City 071100110 110 EOILDING DIVISIO1 1 Vn EED, Pao pion ora* mitered for -pal «cc ?t oxt trt1 IIwS t to usitooli .i by is Jutlxttettua: Strnctui4 Ptwfsiots ut tt9 b.—'—r..t' d &'ta+-46ka ❑ Nan-stivctarat Pivot:Iva 4 Ct, C `"^^ t3if't y Ote3 ❑ Other.. .The project appiicaex 'Ste Car niezn=crr`S d1 t^' sat Sa. ooaaiti«,s of tpprovol, and permit requiremct esh}ett t C't:3 t— �'��b C9 i prdttiona of the piwrning minority. t13a rw''rta dun na n✓Tts n &n".44:1 cul trxlnscte or Record of .023 rrrponeT6tlity'/al . ex:tyktt Mign in a eont=3 e''3 b Iowa of tux govemiug juridicsic* tnd 1S* t`r'ue of Wallin %% Sark/Ace= 1-4-4-4-7-)1,Q" pko RF.ID 61[IHT irtoty, rnc. Cede hent Dab S /1 0 %12 REVIEWED FOR CODE COMPLIANCE APPRinvxn MAR 18 2011 City of Tukwila BUILDING DIVISION COPYRIGHT c©2007 SWENSON SAY FAGET- ALL RIGHTS RESERVED rr SWENSON SAY FAGET A STRUCTURAL ENGINEERING OORPORAT1ON 2124 Third Avenue - Suite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com 12-23-2010 DRAWN:. DJN DESGN: EBG CHECKED: ABB APPROVED: ABB REVISONS # DESCRIPTION DATE IiilECERVED JAN 12?fill REID MIDDLE'S ON PROJECT TITLE I FLY - I ndoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway t OWNER: Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCHITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE PERM T SHEET TITLE: COVER SHEEI PERMIT DATE:1 0-13-201 0 PROJECT No: 1340-2009-01 SHEET N0: SO 0 NO: OF SHFETS'. Statement of Special Inspections SOILS VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC COMMENTS REFERENCES VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY X VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL X PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS X VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY X COLD -FOAMED STEEL FRAM I N G SOIL SPECIAL INSPECTION IS NOT REQUIRED DURING PLACEMENT OF CONTROLLED FILL HAVING A TOTAL DEPTH OF 12" OR LESS IBC 1704.7 VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC COMMENTS REFERENCES EXTERIOR WALLS X X ACI 318:3.5, 7.1-7.7 IBC 1707.6 CONCRETE VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC REFERENCED STD. * IBC REFERENCE INSPECTION OF REINFORCING STEEL INCLUDING PRESTRESSING TENDONS, AND PLACEMENT X X ACI 318:3.5, 7.1-7.7 1913.4 INSPECTION OF REINFORCING STEEL, WELDING IN ACCORDANCE WITH IBC TABLE 1704.3, ITEM 5b X X AWS D1,4 ACI 318: 3.5.2 5) SINGLE PASS FILLET WELDS <5/16" INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED X 6) FLOOR AND ROOF DECK WELDS ACI 318: 8.1.3, 21.2.8 1911.5 1912.1 INSPECTION OF ANCHORS INSTALLED IN HARDENEDX CONCRETE e. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATHER (temperatureX below 40° F) OR HOT WEATHER (temperature above 90° F) ACI 318: 3.8.6, 8.1,3, 21.2.8 1912.1 VERIFYING USE OF REQUIRED DESIGN MIX X ACI 318: Ch. 4, 5.2-5.4 1904.2.2, 1913.2, 1913.3 AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE X ASTM C 172 ASTM C 31 ACI 318: 5.6, 5,8 1913.10 INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X SEC, 1.13 ACI 318: 5.9, 5.10 1913.6,1913.7,1913.8 INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES X ACI 318: 5.11, 5.13 1913.9 INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED X ACI 318: 6.1.1 GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE X COMPLIANCE: FOR SI: 1" = 25.4 mm *WHERE APPLICABLE, SEE ALSO IBC SECTION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE MISCELLANEOUS VERIFICATION AND INSPECTION TASK • SUSPENDED CEILINGS: CONTINUOUS PERIODIC COMMENTS REFERENCES ANCHORAGE AND SEISMIC BRACING X IBC 1705.3 • STORAGE RACKS AND ACCESS FLOORS: INSPECTION OF CONNECTION DETAILS FOR COMPLIANCEX X X SPECIAL INSPECTION NOT IBC 1705.3 WITH MANUFACTURERS REQUIREMENTS X X REQ'D. FOR RACKS <8' HIGH IBC 1707.6 X • EMERGENCY OR STANDBY POWER SYSTEMS ANCHORAGE OF EQUIPMENT TO STRUCTURE X IBC 1707.8 • PIPING SYSTEMS INTENDED TO CARRY FLAMMABLE COMBUSTIBLE, OR HIGHLY TOXIC CONTENTS AND ASSOCIATED MECHANICAL EQUIPMENT ANCHORAGE AND BRACING OF EQUIPMENT TO STRUCTURE X IBC 1707.8 • HVAC DUCTWORK CONTAINING HAZARDOUS MATERIALS ANCHORAGE AND BRACING OF DUCTWORK TO STRUCTURE X IBC 1707.8 Special inspections shall be provided per the requirements of IBC section 1705.2 and as noted herein STEEL VERIFICATION AND INSPECTION TASK 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS, AND WASHERS: CONTINUOUS PERIODIC REFERENCED STD. * IBC REFERENCE a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS X X AISC 360, SECTION A3.3 AND APPLICABLE ASTM MATERIAL STANDARDS 1704.3.3 b. MANUFACTURERS CERTIFICATE OF COMPLIANCE REQUIRED X X c. PRE -TENSIONS AND SLIP-CRITICALJOINTS USING TURN -OF -NUT WITHOUT MATCHMARKING OR CALIBRATED WRENCH METHODS OF INSTALLATION 2. INSPECTION OF HIGH STRENGTH BOLTING: a SNUG -TIGHT JOINTS X X AISC 360, SECTION M2.5 1704.3.3 b. PRE -TENSIONED AND SLIP -CRITICAL JOINTS USING TURN -OF -NUT WITH MATCHMARKING, TWIST -OFF BOLT OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION X X c. PRE -TENSIONS AND SLIP-CRITICALJOINTS USING TURN -OF -NUT WITHOUT MATCHMARKING OR CALIBRATED WRENCH METHODS OF INSTALLATION X X 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD FORMED STEEL DECK: a, FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360 X X AISC 360, SECTION M5.5 1704.3.1 b. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS X X APPLICABLE ASTM MATERIAL STANDARDS c. MANUFACTURER'S CERTIFIED TEST REPORTS X X X 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATIONS IN THE APPROVED CONSTRUCTION DOCUMENTS X X AISC 360, SECTION A3.5 AND APPLICABLE AWS A5 DOCUMENTS 1704.3.1 b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED X X 3) SINGLE PASS FILLET WELDS > 5/16" 5. INSPECTION OF WELDING: a. STRUCTURAL STEEL AND COLD -FORMED STEEL DECK 1) COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELD X X AWS D1.1 1704.3.1 2) MULTIPASS FILLET WELDS X X 3) SINGLE PASS FILLET WELDS > 5/16" X X 4) PLUG AND SLOT WELDS X X 5) SINGLE PASS FILLET WELDS <5/16" X X 6) FLOOR AND ROOF DECK WELDS ART.1.4B X AWS D1.3 e. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATHER (temperatureX below 40° F) OR HOT WEATHER (temperature above 90° F) b. REINFORCING STEEL 1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706 CONTINUOUS X AWS DI.4 ACI 318: SECTION 3.5.2 1704.3.2 2) REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT X X 3) SHEAR REINFORCEMENT X X 4) OTHER REINFORCING STEEL ART. 1.5 X 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE: a. DETAILS SUCH AS BRACING AND STIFFENING CONTINUOUS X REFERENCE FOR CRITERIA 1704.3.2 b. MEMBER LOCATIONS TMS 602/ACI 530.1/ASCE 6 a. X c. APPLICATION OF JOINT DETAILS AT EACH CONN. X X FOR SI:1" =25.4 mm * WHERE APPLICABLE, SEE ALSO IBC SECTION 1701.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE NOTES LEVEL 1 MASON RY CO N STFJCTIO N VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC REFERENCE FOR CRITERIA IBC SECTION TMS 402/ACI 530/ASCE 5 a. TMS 602/ACI 530.1/ASCE 6 a. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED X X ART. 3.36 ART. 1.5 VERIFICATION OFf'm ANDfaac PRIOR TO CONSTRUCTION EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE X X d. WELDING OF REINFORCING BARS X ART. 3.4, 3.6A ART.1.4B VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE SITE FOR SELF -CONSOLIDATING GROUT X e. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATHER (temperatureX below 40° F) OR HOT WEATHER (temperature above 90° F) SEC. 2104.3 2104.4 ART. 1.513.1.b.3 • AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a PROPORTIONS OF SITE PREPARED MORTAR X ART. 2.6A b. CONSTRUCTION OF MORTAR JOINTS X SEC. 1.2.2(e) 1.16.1 ART. 3.36 c. LOCATION OF REINFORCEMENT, CONNECTORS, PRESTRESSING TENDONS AND ANCHORAGES X ART. 2.4, 3.4 d. WELDING OF REINFORCING BARS X ART. 3.4, 3.6A o DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL VERIFY: a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS X ART. 3.3F b. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TOX STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION SEC. 1.2.2(e) 1.16.1 c. SPECIFIED SIZE, GRADE AND TYPE OF REIN- FORCEMENT, ANCHOR BOLTS, PRESTRESSING TENDONS AND ANCHORAGES X SEC. 1.15 ART. 2.4, 3.4 d. WELDING OF REINFORCING BARS X SEC. 2..1.9.7.2, 3.3.3,4(b) ART. 1.80 1.BD e. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATHER (temperatureX below 40° F) OR HOT WEATHER (temperature above 90° F) SEC. 2104.3 2104.4 • PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE a. GROUT SPACE IS CLEAN X ART. 3.20 b. PLACEMENT OF REINFORCEMENT AND CONNECTORS AND PRESTRESSING TENDONS AND ANCHORAGES X SEC, 1.13 ART. 3.4 c. PROPORTIONS OF SITE -PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS X ART, 2.6B d. CONSTRUCTION OF MORTAR JOINTS X ART. 3.3B GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE X COMPLIANCE: ART. 3.5 PREPARATION OF ANY REQUIRED GROUT SPECIFIMENS, MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED X SEC. 2105.2.2, 2105.3 ART. 1.4 FOR SI: °C. [(°F) - 321/1.8 a. THE SPECIFIC STANDARDS REFERENCED ARE THOSE LISTED IN CHAPTER 35 EXP1RED D io -s/coo FEB 11 2017 • REVIEWED FOR CODE COMPLIANCE APPIRAVED MAR182011 City of Tukwila BUILDING DIVISION citE EME FE3 i ^11 7.1 REID MIDDLETON, INC. • TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT, AND STRUCTURAL ENGINEER. • STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1709. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED AS FOLLOWS: > PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTON STAGES > REVIEW OF TESTING AND INSPECTION REPORTS > REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. o GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE THE FOLLOWING: > ACKNOWLEDGEMENT OF AWARENESS OF REQUIREMENTS OF QUALITY ASSURANCE PLAN > ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL > PROCEEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTORS ORGANIZATION AND THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION > IDENTIFICATION OF PERSONS EXERCISING SUCH CONTROL AND THEIR POSITIONS IN THE ORGANIZATION rri SWENSDN SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue -Siite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com 12-23-2010 DRAWN: DJN DESGN: EBG CHECKED: ABB APPROVED: ABB REVISONS # DESCRI PTI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE I FLY - Indoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway OWNER: Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCATECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE: PERMI T SHEET TITLE: SPECIAL INSPECTION 0 rc Lir 314" = 1'-0" PERMIT DATE: 10-13-2010 LL 0 z °/1 A H NO: OF BREIS: FROJECT NO: 1340-2009-01 SHEET NO: General Structural Notes CRITERIA 1. ALL MATERIALS, WORWANSHI P, DESIGN, AND OONSTRJCTI ON SHALL CONFO D D H I :"u T BUI LDI EDITION), I NCLUD NG THE 2009 WASH NGTON STATE AMEN ' M S. 2. DESIGN LOADING CRITERIA RJOF UVE LOAD ROOF LI VE LOAD (TENANT ACCESS BLEj ROOF LI VE LOAD (PUBO C ACCESSI BLE) FLOOR LIVE LOAD (ASSEMBLY AREAS) FLOOR U VE LOAD (STORES - RETAI L Fl RST FLOOR) FLOOR UVE LOAD (STORES - RETAI L UPPER FLOORS) CATWALKS FOR MAI NTENANCE ACCESS LIVE LOAD FLOOR CONCENTRATED LOAD (STORES) STAI R AND CORRI DOR UVE LOAD PARTITION LOADING GUARDRAI LS/BALCONY RAILS GUARDRAI LSI BALOONY RAI LS CONCENTRATED LOAD MECHANICAL UNITS SNOW D (2009 THE 25 P9 60 PSF 100 PSF 100 PSF 100 PSF 75 PSF 40 PSF 1000 LBS 100 PSF 20 PSF 50 PLF 200 LBS WEIGHTS FURNISHED BY MANUFACTURER Ft=25 PSF WIND Iw=1.0, GCpi=0.18, 85 MPH, EXPOSURE"B" EARTHQUAKE ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: SPECIAL CONCENTRI CALLY BRACED FRAMES F66.0 Vs= 100KIPS, SITE CLASS= E Ss= 1.43, S1=0.49, Sds=0.86, 501=0.78, SDC D, Ie=1.0 SEE PLANS FOR ADDITI ONAL LOADI NG CRITERIA 3. STRUCTURAL DRAWI NGS SHALL BE USED I N CONJUNCTION WITH ARCHI TECTURAL DRAWI NGS FOR BI DDI NG AND CONSTRUCTION. CONTRACTOR SHALL VERI FY DI MENSI ONS AND CONDI TI ONS FOR COMPATI BI LI TY AND SHALL NOTI FY ARCHITECT OF ANY DISCREPANCIES PR OR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENS,ONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCINGANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTI ON SHOWN ON THE DRAW, NGS ARE I NTENDED AS GUI DELI NES ONLY AND MUST BE VER FI ED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACT NG FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FlNAL CONNECTIONS HAVE BEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR S-IALL BE RESPONSI BLE FOR ALL SAFETY PRECAUTI ONS AND THE METHODS, TECHNI QUES SEQUENCES OR PROCEDURES REQUI RED TO PERFORM THE CONTRACTORS WORK THE STRUCTURAL ENG NEER HAS NO OVERALL SUPERVI SORY AUTHORITY OR ACTUAL AND/OR DI RECT RESPONSIBILITY FOR THE SPECI FlCWORN NG CONDITIONS AT THE SITE AND/ OR FOR ANY HAZARDS RESULTI NG FROM THE ACTIONS OF ANY TRADE CONTRACTOR THE STRUCTURAL ENGI NEER HAS NO DUTY TO I NSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFl CI ENCI ES TO THE OWNER, CONTRACTORS, OR OTHER ENTITI ES OR PERSONS AT THE PROJECT SITE 7. CONTRACTOR- I N I TI ATED CHANGES SHALL BE SUBMI TTED I N WRIT, NG TO THE ARCHITECT AND STRUCTURAL ENGI NEER FOR APPROVAL PR OR TO FABRI CATI ON OR CONSTRUCT, ON. CHANGES SHOWN ON SHOP DRAW, NGS ONLY WI LL NOT SATISFY THIS REQUI REMENT. 8. DRAWINGS INDICATE GENERAL AND TYPI CAL DETAI LS OF CONSTRUCTION WHERE CONDITIONS ARE NOT SPED Fl CALLY I NDI GATED BUT ARE OF SI MI LAR CHARACTER TO DETAILS SHOWN, SMI LAR DETAI LS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVI EW AND APPROVAL BY THE ARCHI TELT AND THE STRUCTURAL ENGI NEER 9. ALL STRUCTURAL SYSTEMS WHI 0-1 ARE TO BE COMPOSED OF COMPONENTS TO BE Fl ELD ERECTED SHALL BE SUPERVISED BY THE SUPPLI ER DUR NG MANUFACTURI NC,, DELI VERY, HANDU Na STORAGE AND ERECTI ON I N ACCORDANCE WITH I NSTRUCTI ONS PREPARED BY THE SUPPU ER 10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENG, NEER FOR REVIEW PRIOR TO FABRI CATION OF THESE ITEMS METAL DECKI NG REINFORCI NG STEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCT, ON) STRUCTURAL STEEL CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWI NGS OF AT LEAST 118" = 1'-0" SCALE I NDI CATI NG LOCATI ONS OF CONNECTI ON EMBEDMEMS AND WALL OPENI NGS FOR REVI EW PR OR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH REI NFORCEMENT SHOP DRAW, NGS APPROVED SETS OF ALL SHOP DRAW, NGS SHALL ALSO BE SUBMITTED TO THE BUI LDI NG DEPARTMENT. 11. SHOP DRAWING REVIEW: DI MENS ONS AND QUANTI TI ES ARE NOT REVIEWED BY THE ENG NEER OF RECORD, THEREFORE MUST BE VER Fl ED BY THE CONTRACTOR CONTRACTOR SHALL REVIEW AND STAMP DRAW, NGS PR OR TO REVIEW BY ENGI NEER OF RECORD. CONTRACTOR SHALL REVI EW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCT, ON, AND ALL SAFETY PRECAUTIONS AND PROGRAMS I NCI DEMAL THERETO. SUBMITTALS SHALL INCWDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHI N TWO WEEKS OF RECO PT WITH A NOTATI ON I NDI CATI NG THAT THE SUBMI TIAL HAS BEEN FOUND TO BE I N GENERAL CONFORMANCE WI TH THE DES GN OF THE BUI LDI NG. THE SUBMITTED ITEMS SHALL NOT BE I NSTALLED UNTI L THEY HAVE BEEN APPROVED BY THEBUILDING OFFIOAL SHOP DRAW, NG SUBMITTALS PROCESSED BY THE BNGI NEER ARE NOT CHANGE ORDERS, THE PURPOSE OF SHOP DRAWI NG SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DES GN CONCEPT, BY INDICATINGWHICHMATERIALISINTENDEDTOBEFURNISHEDANDINSTALLEDAND BY DETAI U NG THE I NTENDED FABRI CATION AND I NSTALLATI ON METHODS I F DEVIATIONS DISCREPANCI ES OR CON FLI CTS BETWEEN SHOP DRAWI NG SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DI SCOVERED EITHER PRIOR TO OR AFTER SHOP DRAW, NG SUBMITTALS ARE PROCF.SSFD BY THE ENGINEER THE DES GN DRAWINGS AND 3 ECI R CATI ONS SHALL CONTROL AND S-IALL BE FOLLOWED. THE FOLLOWING APPLY UNLESS SHOWN OTHBWVISEON THE DRAWINGS 12. SHOP DRAWI NGS OF DES, Cil BUILD COMPONENTS I NCLUDI NG CURTAIN WALL SYSTEMS, EKYU GHT FRAMES, PREFABRI GATED STAI R SYSTEMS, AND EXTERI OR CLADDI NG SHALL INCLUDE THE DES GNI NG PROFESSIONAL ENG, NEMS STAMP, STATE OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DES GER PRI OR TO REVI EW OF THE ARCHITECT OR ENGINEER OF RECORD FOR GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE COMPONENT DES GN ER IS RESPONS BLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECI R CALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAW, NGS SHOP DRAW, NGS SHALL I NDI GATE MAGNITUDE AND DI RECTION OF ALL LOADS I MPOSED ON BAST C STRUCTURE DESIGN CALCULATIONS SHALL BE MADE AVAI LABLE UPON REQUEST. 13. EXTERIOR CLADDING PANELS AND CONNECTIONS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE LOADS AND CONDITIONS SHOWN ON THE PLANS. MANUFACTURER SHALL SUBMIT DETAIL DRAWI NGS AND CALCULATI ONS BEAR NG THE STAMP AND SIGNATURE OF A REG STERED STRUCTURAL ENG NEER, STATE OF WASHINGTON. MANUFACTURERS ENGI NEER SHALL BE RESFONSI BLE FOR DESIGN, CODE CONFORMANCE, AND CONNECT, ON OF EXTERIOR CLADDI NG PANELS TO BASI C STRUCTURE ENG, NEER OF RECORD TAKES NO RESPONS BI LI TY FOR PRODUCT DESIGN, MANUFACTURE, DELI VERY AND HANDLI NG, OR CONNECTI ON TO BASIC STRUCTURE SHOP DRAW, NGS SHALL BEAR THE REVIEW STAMP OFTHE DESGNINGENGI NEER'SElRMPRIOR TOREVI EW BY THE ENGI NEER OF RECORD. ALL NECESSARY BRACI NC, TIES, ANCHORAGE, DISTRIBUTION MEMBERS, AND SI MI LAR ELEMENTS SHALL BE FURNI SHED AND INSTALLED I N CONFORMANCE WITH SUBMITTED DRAWINGSAND CALCULATIONS QUALITY ASSURANCE 14. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECI Fl CATIONS AND SECTI ONS 109 AND 1704 OF THE I NTERNATI ONAL BUI LDI NG CODE BY A QUAL, Fl ED TESTI NG AGENCY DESIGNATED BY THE ARCHI TECT, AND RETAI NED BY THE BUILDING OWNER THE AROHITECT, STRUCTURAL ENGINEER, AND BUI LDI NG DEPARTME D T SPED AL I NSP I • S SHAD_ BE I N ACCORDANCE WI TH THE AB ON SH50.1. NONDESTRUCTIVE TESTI NG OF COMPLETE AND PARTIAL JOI NT PENETRATION WELL AT BRACED FRAME CONNECTIONS SHALL COMPLY WITH AI SC 341-05 APPENDIX Q5.2 15. STRUCTURAL OBSERVATION SHALL BE PERFORMED I N ACCORDANCE WI TH SECTIONS 1709 OF THE INTERNATIONAL BUI LDI NG CODE FOR THE FOLLOWI NG BUI LDI NG ELEMENTS: CONCRETE CONSTRUCT, ON MASONRY CONSTRUCT, ON STRUCTURAL STEEL CONSTRUCTION THE CONTRACTOR SHALL PROVI DE THE ENGI NEER OF RECORD ADEQUATE NOTI CE TO SCHEDULE APPROPRIATE STE VISTS FOR STRUCTURAL OBSERVATI ON. STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECI Fl CATIONS, AT SIGNI Fl CANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATI ON DOES NOT I NCLUDE OR WAI VE THE RESPONS BI LI TY FOR THE INSPECTIONS REQUI RED BY SECTION 109 OR OTHER SECTIONS OF THE INTERNATIONAL BUI LDI NG CODE. THE OWNER SHAD- EMPLOY THE ENG NEER OR ARO -II TELT RESFONSI BLE FOR THE STRUC- TURAL DESIGN, TO PERFORM STRUCTURAL OBSERVATION. OBSERVED DEFI CI ENCI ES SHALL BE REPORTED I N WRIT' NG TO THE OWNERS REPRESENTATI VE, SPECIAL I NSPEG TOR, CONTRACTOR AND THE BUI LDI NG OFFICIAL THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUI LDI NG OFFI CI AL A WRITTEN STATEMENT THAT THE SITE VI SITS HAVE BEN MADE AND I DENTI FYI NG ANY REPORTED DER CI ENCI ES WHI CH, TO THE BEST OF THE STRUCTURAL OBSER'VER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. GEOTECHN ICAL 16. FOUNDATION NOTES; SUBGRADE PREPARATION INCLUDING DRAI NAGE IXCAVATI ON, COMPACTION, AND Fl W NG REQUI REMENTS SHALL CONFORM STRICTLY WITH RECOMMENDATI ONS GIVEN INTHEILSREPORTORAS DIRECTED BY THE SOILS ENGI NEER FOOTI NGS SHALL BEAR ON SOLI D UNDI STURBED EARTH AT LEAST 18" BELOW LOWEST ADJACENT Fl NI SHED GRADE FOOTI NGDEPTHS ELEVATIONSSHOWN ON PLANS (OR I N DETAILS) ARE MINI MUM AND FOR GUI DANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTI NGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FI ELD WORKING WITH THE TESTING LAB AND SDI LS ENGI NEER BACKR LL BEHI ND ALL RETAI NI NG WALLS WITH FREE DRAI NI NG GRANULAR A LL AND PROVI DE FOR SUBSURFACE DRAI NAGE AS NOTED IN THE SDI LS REPORT. ALLOWABLE SOIL PRESSURE 2000 PSF LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 55 PCF/45 PCF SOILS REPORT REFERENCE: GEOTE0-1NI CAL ENGI NEER NG STUDY BY PANGEO DATED DEC 23, 2009 NO 09-145. 17. PIN PILES SHALL BE DRIVEN TO REFUSAL REFUSAL SHALL BE DEFl NED AS LESS THAN 1 -INCH PENETRATION IN 60 SECONDSDURINGCONTINUOUSDRI VINGOFA90 LB JACK HAMMER UNDER THE FULL EFFORT OF THE OPERATOR THE MAXI MUM PILE ECCENTRI OTY SHALL BE 4 INCHES THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTI LI TI ES R OR TO DR VI NG PI LES. REN O VAT, O N 18. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMEND NG ANY DEMOLITION. SHOR NG SHALL BE I NSTALLED TO SUPPORT EXISTI NG CONSTRUCTION AS REQUI RED AND I N A MANNER SUITABLE TO THE WORK SEQUENCES DEMOLITION DEER S SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXI STI NG STRUCTURE UMIT CONSTRUCTION LOADI NG (1 NCLUDI NG DEMOLITI ON DEBRIS) ON IXI STING FLOOR SYSTEMS TO 40 PSF. 19. EXISTING REI NFORCI NG SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS SAW CUTTI Ng I F AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. A. ALL NEW OPEN, NGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLI SHED BY SAW CUTTING WHEREVER FOSS, BLE B. CONTRACTOR SHALL VERI FY ALL IXI 511 NG CONDI TI ONS AND LOCATION OF MEMBERS PRIOR TO CUTTI NG ANY OPENI NGS. C. SMALL ROUND OPEN, NGS SHALL BE ACCOM PLI SHED BY CORE DR LU NG, I F POSSIBLE D. WHERE NEW RD NFORCI NG TERM I NATES AT IXI STING CONCRETE, DOWELS EPDXY GROUTED I NTO IXISTI NG CONCRETE SHALL BE PROVI DED TO MATCH, HORIZONTAL REI NFORCI NG, UNLESS OTHERWISE NOTED ON PLANS 20. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEW WORK ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAI RED AS DI RECTED BY THE STRUCTURAL ENGI NEER OR ARCHITECT. CONCRETE 21. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905, 1906, AND ACI 301. STRENGTHS AT 28 DAYS AND MI X CR TER A SHALL BE AS FOLLOWS TYPE OF CONSTRUCTION 28 DAY STRENGTH (f'c) A. SLABS ON GRADE TOPPING SLABS SLABS ON METAL DECK STAIR LANDINGS AND TREADS 3,000 PSI B. ALL STRUCTURAL CONCRETE 4,000 PS 22. THE MI NI MUM AMOUNTS OF CEMENT MAY BE CHANGED I F A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACI NG ANY CONCRETE. THE PERFORMANCE MIX SHALL I NCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMI XTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YI ELD AND SUBSTANTI ATI NG STRENGTH DATA IN ACCORDANCE WITH IBC 1905.6. THE USE OF A PERFORMANCE MIX REQUIRES BATCH RANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR REVIEW OF MIX SUBMITTALS BY THE ENGI NEER OF RECORD I NDI CATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLI ER MAI NTAI NS FULL RESPONSI BI LI TY FOR SPECI R ED PERFORMANCE 23. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STAND, NG WATER SHALL BE Al R-ENTRAI NED WITH AN Al R- ENTRAI NI NG AGENT CONFORMI NG TO ASTM C260, 0494, AND 6618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE I N ACCORDANCE WITH TABLE ACI 318 TABLE - ODERATE IXROSJRE 24. CONCRETE MAY BE PLACED BY THE "SHOTCRETE' METHOD, PROVI DED THE APPROVALS TESTS, AND INSPECTIONS REQUI RED BY THE BU I LDI NG DEPARTMENT ARE OBTAI NED. SHOTCRETE MATERIALS, EQUI PMENT, PROCEDURES PROPORTIONS BATCHING MIXING AND PLACEMENT SHALL BE I N ACCORDANCE WITH AG 506R-05, ACI 506.2-95 AND I NTER' ATI ONAL BUI LDI NG CODE SECTION 1913. THE "S-IOTCRETE METHOD SHALL NOT BE USED WITHOUT MAKING SPECIAL ARRANGEMENTS THROUGH OWNER AND ENGI NEER UNLESS STRUCTURAL DRAWI NGS ARE SPECT FI DALLY DETAI LED TO ACCOMMODATE SHOTCRETI NCS 25. REI NFORCI NG STEEL SHALL CONFORM TO ASTM A615 (1 NCW DI NG SUPPLEMENT 31), GRADE 60, fy = 60,000 PSI . EXCEPTIONS ANY BARS SPECI FI CALLY SO NOTED ON THE DRAWI NGS SHALL BE GRADE 40, fy = 40,000 PS. WELDED WIRE FABR C SHALL CONFORM TO ASTM A-185. SPI RAL REINFORCEMENT SHALL BE PLAIN WI RE CONFORMING TO ASTM A615, GRADE 60, fy = 60,000 PSI. 26. WELDING OF GRADE 60 REI NFORO NG BARS I NDI GATED ON DRAW, NGS SHALL CONFORM TO ASTM A706. PEI NFORCI NGCOMPLY NG WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDI NG PROCEDURES SPECI FI ED I N AW.S D1.4 ARE SJBMI TIED. WELDING OF GRADE 60 RFJNFORCI NG BARS SHALL BE PERFORMED US NG LOW HYDROGEN ELECTRODES WELDING OF GRADE 40 REI NFORCI NG BARS SHALL BE PERFORMED USI NGE70XX ELECTRODES WELDI NG WITHI N 4" OF COLD BENDS IN REI NFORCI NG STEEL I S NOT FERMI TIED. 27. DETAI LINGOFREI NFORCI NG STEEL (INCLUING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315-99 AN • 18-08 LAP ALL CONTINUOUS REI NFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2' - MI NI MUM. PROVI DE CORNER BARS AT ALL WALL AND FOOTI NG I NTERSECTI ONS. LAP CORNER BARS # 5 AND SMALLER 40 BAR DIAMETERS OR 2-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH A0 318-05, CLASS B. LAP ADJACENT MATS OF WELDED WI RE FABR C A MI NI MUM OF 8" AT S DES AND ENDS. NO BARS PARTIALLY EMBEDDED I N HARDENED CONCRETE SHALL BE FI ELD BENT UNLESS SPED FI CALLY SO DETAI LED OR APPROVED BY THE STRUCTURAL ENG, NEER 28. CONCRETE PROTECTION (COVER) FOR REI NFORCI NG STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST ALAI NST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6BARS ORLAMER) 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (# 5 BARS OR SMALLER) .. 1-1/2" COLUMN TI ES OR SR RALS AND BEAM STI RRUPS 1-1/2" SLABS AND WALLS (1 NT. FACE)....GREATER OF BAR DIAMETER PLUS 1/8" OR 314" 29. CONCRETE WALL REI NFORCI NG--PROVI DE THE FOLLOW, NG UNLESS DETAI LED OTHERWISE 6" WALLS 8" WALLS 10" WALLS 12" WALLS #4@16HORIZ #4 ©12 HORIZ #4 @ 18 HORIZ #4 @ 16 HORZ #4@18 VERTICAL 1 CURTAIN #4 @ 18 VERTICAL 1 CURTAIN #4 @ 18 VERTICAL 2 CURTAINS #4 @ 18 VERTICAL 2 CURTAINS 30. CAST -I N -PLACE CONCRETE: SEE ARCHITECTURAL DRAWI NGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WI NDOW OPENI NGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZEANDLOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES CHAMFERS, FEATURE STRI PS, COLOR, TEXTURE, AND OTHER Fl NI SH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -I N -PLACE AND PRECAST. 31. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MI XED AND PLACED I N STR CT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATI ONS GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH ITISRACED (3000 PSI MINIMUM). 32. MECHANI CAL SPU CI NG OF RE NFORCI NG BARS, WHERE I NDI GATED ON THE DRAW, NGS, SHALL BE BY AN ICC -ES APPROVED SYSTEM (SUCH AS LENTON, FOX HOWLETT, ETC.) AND SHALL DEVELOP 125% OF THE SPEC] R ED YI ELD STRENGTH OF THE BARS. SPLICE LOCATI ONS OF ALTERNATE BARS SHALL BE OFFSET BY A DI STANCE WHI CH CONFORMS TO THE I CGES REPORT OF THE SPLI CE USED. REFER TO THE STRUCTURAL PLANS FOR U MI TATI ONS ON PLACEMENT OF MECHANI CAL SPLICES ANCHORAGE 33. EXPANSION BOLTS I NTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "<WI K BOLT TZ" AS MANUFACTURED BY THE HI LTI CORP., I NSTALLED I N STRI CT ACCORDANCE WITH I CC -ES REPORT NO. ESR1917, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS 1 NTO CONCRETE MASONRY OR BRI CK MASONRY UNITS SHALL BE I NTO FULLY GROUTED CELLS SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVI EW WITH I CC REPORTS I NDI CATI NG EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION IS REQUI RED FOR ALL EXPANSION BOLT INSTALLATION. 34. EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) S'EC, Fl ED ON THE DRAWI NGS SHALL BE INSTALLED USING "HIT RE 500" AS MANUFACTURED BY HI LTI CORP. INSTALL I N STRICT ACCORDANCE WITH I CC -ES REPORT NO. ESR -2322. SPECIAL INSPECTION OF I NSTALLATI ON I S RMUI FED. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. 35. DRIVE PI NS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE (SER ES X- DNI OR X -2F, 0.145" DIAMETER UNLESS OTHERWI SE NOTED) AS MANUFACTURED BY THE HI LTI CORP. OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL INSTRI CTACCORDANCEWITH ICGES REFiORT NO. ER -1633. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE AND SPACE NO CLOSER THAN 4" ON CENTER 36. CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE TI TEN HD HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SMPSON STFONGTI E CORP„ I NSTALLED I N STRI CT ACCORDANCE WITH I CC -ES REPORT NO. ESR -2713 (CONCRETE), NO. ESR -1056 (CMU), INCLUDING MINIMUM EMBEDMENT REQUI REMENTS. SCREW ANCHORS I NTO CONCRETE MASONRY UNITS SHALL BE I MO FULLY GROUTED CELLS SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICEO, ORICCREPORTS INDICATINGEQUIVALENT OR GREATER LOAD CAPACITIES EXPIRED FEB 112012 E-R)EugninD LILij 0 REID MIDDLETON INC. GENERALNOTESCONTINUEON S1.2 REVIEWED FOR CODE COMPLIANCE APPRAVFD MAR 182011 City of Tukwila BUILDING DIVISION w a vi SWENSDN SAY FAGET A STRUCTURAL ENGINEERING OOFFORATION 2124 Third Avenue - &lit 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www. sw en so n sayf aget. co m 12-23-2010 DRAWN: DJN DESGN: EBG CHECKED: ABB APPTi,7VED; ABB REVISONS # DESCRI PTI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE I FLY - I ndoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway OWNER Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCHITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE PERM T SHEET TITLE: GENERAL NOTES SCALE: 12" = 1'-0" PERMIT DATE: 10-13-2010 PROJECT 1340-2009-01 4 LL SHEET NO: s1.1 NO: OF SHEETS: General Structural Notes THE FOLLOWING APPLY UN LESS SHOWN OTHERWISE ON THE DRAWINGS STEL 36. STRUCTURAL STEEL DESIGN, FABR CATION, AND ERECTI ON SHALL BE BASED ON: 1. ETHER AISC 360 AND SECTION 2205.2 OF THE INTERNATIONAL BUI LDI NG CODE 2. MARCH 18, 2005 Al SC CODE OF STANDARD PRACTI CE FOR STEEL BUI WI NGS AND BR DGES, AMENDED AS FOLLOWS A AS NOTED I N THE CONTRACT DOCUMENTS B. BY THE DELETION OF PARAGRAPH 4.4.1. C. REVISE REFERENCE FROM "STRUCTURAL DESIGN DRAWI NGS' TO "CONTRACT DOCUMENTS' IN PARAGRAPH 3.1. 3. SPECI R CATION FOR STRUCTURAL JOINTS USING ASTM A325 OR M90 BOLTS. 37. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWI NG REQUI REMBNTS TYPE OF MEMBER ASTM SPECIFICATION A. WIDE FLANGE SHAPES B. OTHER SHAPES, PLATES, AND RODS C. OTHER SHAPES AND PLATES (NOTED GRADE 50 ON PLANS) D. PI PE COLUMNS E STRUCTURAL TUBI NG (SQUARE OR RECTANGULAR) (ROUND) F. CONNECTION BOLTS A325 -N (3/4" ROUND, UNLESS SHOWN OTHEFWISE) A992 A36 A572 (GRADE 50) Fy 50 KS 36 KSI 50 KS A53(EORS,GRB) 35 KS A500 (GRADE B) 46 KS 42 KS 38. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTI ON 10 OF THE AI SC CODE OF STANDARD PRACTI CE FOR STEEL BUI LDI NGS AND BR DGES. 39. ALL A -325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO ASNUG TIGHT CONDITION, DEFINED AS THE TIGHTNESS THAT EXI STS WHEN ALL PLI ES I N A JOI NT ARE I N R RM CONTACT. THIS MAY BE ATTAI NED BY A FEW IMPACTS OF AN IMPACT WRENCH 'R FULL EF'. a 1 •.y;W • :• " N 0•'aINJ • 4 ST •: GTH BOLTS AT CONNECTIONS OF HE 1 I • • • ` STI S EM SHALL BE PRETENSIONED AND THEI R FAYI NG SURFACES SHALL BE PREPARED AS REQUIRED FOR SUP CRITICAL CONNECTIONS. ERECTION BOLTS NEED NOT MEET THIS REQUIREMENT. 3 40. ALL ANCHORS EMBEDDED I N MASONRY 011 CONCRETE SHALL BE A307 HEADED BOLTS OR A36 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END. 41. ALL WELDING SHALL BE IN CONFORMANCE WITH A.1 .SC AN SHALL BE PERFORMED BY W.AB.O. CERTI Fl ED WELDERS USI ONLY PREQUALI Fl ED WELDS (AS DER NED : W. SHALL JOINT PENETRATION GROOVE WELD A.W.S. STANDARDS AND G E70 XX ELECTRODES USED. ALL COMPLETE ELDS SHALL BE NDD: kN$ eT SL MADE WITH A Fl LLER MATERIAL THAT HAS A MI TOUGHNESS OF 20 FT -LBS AT -20 DEGREES F AND 40 FT -LBS AT 70 DEGRFFS AS 1 :.. INED BY � N : -• 'i ; ALL WELDS AT CONNECTIO 0 HESBSMIC IFCERES ING ` 'LL BE MADE WI LL Fl LLER METAL HAVI NG A MINI MUM CHARPY V -NOTCH TOUG}NESS OF 20 FI -LBF AT0 DEGRE F. A S 0 TI 0 0 1 42. M OOR AND ROOF DECK NG-PROVI DE SIZE, TYPE, GAUGE, AND ATTACHMENT TO THE SUPPORTI NG STRUCTURE AS SHOWN ON THE PLANS ALTERNATES MUST BE CONNECTED ACCORDING TO PUBLISHED ICC -ES CRITERIA FOR DIAPHRAGM SHEARS SHOWN. PROVIDE 9-10R1 NG WHERE REQUIRED PER MANUFACTURERS PUBLISHED CRITERIA ALL DEN NG SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK I NSTITUTE 43. ATTACHMENTS TO MEMBERS OF THE SEISMIC FORCE RESI STING SYSTEM SHALL NOT BE MADE WITHIN THE PROTECTED ZONE AS I NDICATED I N THE DRAWI NGS, AND DI SCOW' N UI TI ES SHALL BE REPAI RED ACCORD' NG TO AI SC 341-05 SECTI ON 14 44. COLD -FORMED STEEL FRAMI NG NOTES --THE FOLLOWI NG APPLY UNI FSS OTHERWISE SHOWN ON THE PLANS: A. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PROGRAM OVER ALL BABRI CATION AND ERECTI ON ACTIVITY THROUGH THE USE OF AN I NDEPENDBJT TESTING AGENCY AND/OR A QUALIFIED REPRESENTATIVE OF THE STEEL MANUFACTURER THE CONTRACTOR SHALL OBTAI N MI LL CERTI Fl CATION FROM THE GAUGE STEEL MANUFACTURER OR SHALL SUBMIT TENS LE TESTS AND GALVANIZATION TESTS TO THE MI NER OF RECORD TO VERI FY THE ADEQUACY OF THE GAUGE MATERIALS. B. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, S ZE, AND GAUGE SHOWN ON THE PLANS NOTATIONS ON THE DRAWI NGS, RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUSFRAMI NGITEMS, REFER TO SIZES AS PUBLI SHED BY THE STEEL STUD MANUFACTURERS ASSOCIATION, 1E0 ER -4943P. PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED FOR FRAMING SHOWN, PROVI DED THEY ARE EQUIVALENT I N SHAPE, SIZE, ST1 FFNESS, AND STRENGTH. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE STRUCTURAL ENGI NEER PRIOR TO FABRICATION. ALL COLD FORMED STEL FRAMI NG SHALL CONFORM TO THE AI 9, "STANDARD FOR COLD FORMED STEEL FRAMI NG" DESIGNATION: 600 S 200 - 54 DEPTH MEMBER FLANGE MATERIAL STYLE WIDTH THICKNESS(MILS) C. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMI NG AS FOLLOWS ASTM A653, GRADE 50 Fy = 50 ksi 12, 14, AND 16 GAUGE ASTM A653, GRADE 33 Fy = 33 ksi 18 AND 20 GAUGE WHERE NOTED, PAI NTED STUDS SHALL CONFORM TO: ASTM A570, GRADE E Fy = 50 ksi ALL 8 AND 10 GAGE MATERIAL SHALL CONFORM TO: ASTM A36 Fy = 36 ksi D. ACCESSORIES SHALL BE OF THE TYPE, SIZE, AND SPACI NG SHOWN ON THE DRAWI NGS OFA MINIMUM 16 GAUGE MATER AL UNI FSS OTH ERWI SE SPECI FI ED. CONTRACTOR SHALL PROVI DE MI SCEUANEOUS FRAMING CU PS, LEDGERS, AND ACCESSOR ES OF MI NI MUM 16 GAUGE WHERE REQUI RED FOR CONNECTI ONS AND BEAR NG CONDI TI ONS NOT OTHERWISE SHOWN ON DRAWI NGS. FASTENING OF COMPONENTS SHALL BE BY WELDI NG OR SCREW' NG OR BY OTHER MEANS OF FASTENING AS 1 NDI CATED ON THE DRAWI NGS. WELDS 9-IALL BE OF SUFFI CI ENT SIZE TO I NSURE THE STRENGTH OF THE CONNECTI ON: WI RE TYING OF COMPONENTS SHALL NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP WITH AZINC-RICH PAINT. E. SCREWS ALL SCREWS (REFERRED TO AS TEK) SHALL BE SELF-TAPPI NG SELF - DRI LLI NG FASTENERS THAT ARE ZINC COATED AS MANUFACTURED BY HI LTI KWIK-FLEX (I080#4780), 011 APPROVED EQUAL THE MINIMUM SCREW SIZE/TYPE/POINT SHALL BE #8-18 (#2 POINT) OR#10-16 (#2 POINT) FOR USE IN 20 GAUGE THROUGH 16 GAUGE, AND # 10-16 (#3 POINT) OR #12-14 (#2 OR #3 POINT) FOR HEAVI ERT -AN 16 GAUGE UNLESS NOTED OTHERWISE SCREWS FOR 9-IEATHI NG CONNECTI ONS SHALL BE OF THE PROPER SIZE AND TYPE FOR A POSITIVE SHEATHI NGTO-METAL CONNECTION. ALL SCREW OONNECTI ONS SHALL BE MADE FROM THE LI Q -ITER MATERAL INTO THE HEAVI ER MATER AL UNI FSS NOTED OTHERWISE SCREWS SHALL HAVE A MI NI MUM PROJECTION OF 3 THREADS THROUGH THE LAST MATERIAL JOl NED AND SHALL HAVE MINIMUM EDGE DISTANCES AND CENTER TOCENTER SPACINGS OF1-1/2 AND 3 SCREW DIAMETERSa RESPECTIVELY. ALL SCREWS SHALL CONFORM TO SAE J78 AND SHALL BE COATED WITH A CORMS VE -RES STANT COATING. THE SCREW MANUFACTURER SHALL PROVI DE VER R CATI ON OF THE FASTENERS RESISTANCE TO HYDROGEN EMBRITTELMENT, UPON REQUEST. PRODUCE THE SPECI FI ED GASSES OF WED. F. WELDING OF COLD -FORMED METAL FRAMING SHALL CONFORM TO AWS D1.3 AND 9-1ALL BE PERFORMED BY W,A13.0. CERTI Fl ED WELDERS QUAD Fl ED TO G WALL FRAMING: REFER ARCHITECTURAL DRAWI NGS FOR ALL STUD WALLS NOT SHOWN. TWO STUDS MI NI MUM SHALL BE PROVI DED AT THE END OF ALL WALLS AND AT EACH SI DE OF ALL OPENI NGS. TWO 800S162.54 HEADERS SHALL BE PROVI DED OVER ALL OPENI NGS NOT OTHEFWI SE NOTED. SOU D BLOCKING FOR MULTI -STUD OR STEEL COLUMNS SHALL BE PROVI DED THROUGH FLOORS TO SUPPORTS BELOW. PROVI DE WWI NUOUS FULL WI DTH BLOCKI NG AT MI D -HBC• -IT OF ALL STUD WALLS OVER 10' I N H8 GHT. TYN CAL ERTEN OR STUDS SHALL BE 6005200-33 @ 16" OC UNLESS NOTED OTHERWISE ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMI NG BELOW WITH #8 SCREWS AT 24" 0.C. OR ATTACHED TO CONCRETE WITH 0.145" DIAMETER DRIVE -PINS @ 24" 0.0. UNLESS INDICATED OTHERWISE WHEN NOT OTHRWI SE NOTED, PROVI DE GYPSUM WALLBOARD ON I NTERI OR SURFACES AND GYPSUM SHEATHI NG ON EXTERIOR SURFACES SCREWED TO ALL STUDS, TOP AND BOTTOM TRACKS, AND BLOCKING WITH SCREWS AT 12" O. C. TRACK SECTIONS SHALL MATCH THE WALL STUD GAUGE, BE UNPUNCHED AND HAVE AT LEAST 1-1/4" FLANGES 45. HEADED STUDS FOR COMPOSITE CONNECTION OF STRUCTURAL STEEL TO CAST -I N- PLACE CONCRETE SHAD- BE MANUFACTURED FROM MATER AL CONFORMI NG TO ASTM A-108 AND SHALL BE WELDED I N CONFORMANCE WITH AW.S REQUI REMENTS 46. DEFORMED BAR ANCHORS STALL BE TYPE D2L ANCHORS BY NELSON STUD WELDI NG DIVISION, TRW ASSEMBU ES AND FASTENERS GROUP OR EQUIVALENT. ANCHORS SHALL BE MADE FROM COLD ROLLED, DEFORMED STEEL CONFORM' NG TO ASTM A-496. MASONRY 48. CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF GRADE N, TYPE I UNITS, CONFORMING TO ASTM C90, LAI D IN A RUNNING BOND. MORTAR SHALL BE TYPE "S' PER TABLE 210 8 i F THE INTERNATIONAL BUI LDI NG CODE GROUT SHALL CONFORM TO •G 530.1 DATTAINAMINIMUM COMPRESSIVE STRENGTH OF 3,750 P51 AT 28 DAYS, DESI rr ' = 2500 P51 (3750 PSI MASONRY UNIT STRENGTH. STRENGTH SHALL BE VERIFIED BY ETHER THE UNIT STRENGTH METHOD OR PRISM TESTING I N ACCORDANCE WITH SECTI ON 2105.2. WHEN VERI Fl ED BY THE UNIT T. METHOD, MASONRY UNITS SHALL BE CHOSEN IN ACCORDANCE WITH TABLE OF THE INTERNATIONAL BUI LDI NG CODE UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING RENFORCEMENT: 4" WALLS #4 @ 48" O. C. VERT 6" WALLS #4 @ 48" 0.C. VERT. 8" WALLS #5 @ 48" O. C. VERT. 10" WALLS # 5 @ 40" 0.C. VERT. 12" WALLS # 5 @ 32" 0.C. VERT. 3116 dia. WI RE JOI NT REI NF. AT 8" 0.0. HOPI Z (2) #4 @48" 0.0. HOU (2) #4 @48" 0.0. HONZ (2) #5 @48" O.C. HORZ (2) #5 @40" 0.0. HON. I N ADDITION, PROVIDE (1) # 5 (#4 @ 6" AND 4" WALLS) VERT. AT EACH SIDE OF OPENI NGS, AT WALL CORNERS AND I NTERSECTI ONS AND AT FREE ENDS OF WALLS AND (2) #4 (#4 @ 4" WALLS) HOW. AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF WALLS AND ABOVE AND BELOW ALL OPENINGS. ALL HOR ZONTAL RB NFORCEMENT SHALL BE PLACED IN BOND BEAMS EXTEND REI NFORCEMENTAROUND OPENINGS 2-0" BEYOND FACE OF OPEN! NG I F 2'-0" I S UNAVAI LABLE EXTEND AS FAR AS POS9 BLE AND HOOK. PROVIDE CORNER BARS TO LAP HON ZONTAL REI NFORCI NG AT CORNERS AND I NTERSECTI ONS. LAP ALL REI NFORCI NG STEEL 48 BAR DIAMETERS OR 24" MINI MUM. FI LL ALL CELLS CONITAI NI NG RB NFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS BELOW GRADE WITH GROUT. PROVI DE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT FOR ALL GROUT POURS OVER 5 FEET I N HB GHT. UNITS MAYBE LAI D TO THE RJLL H8 GHT OF THE GROUT POUR AND GROUT SHALL BE PLACED I N A CONTI NUOUS POUR I N GROUT U FTS NOT EXCEEDING 5 FEET. AU. PREPARATION AND PIACI NG OF MASONRY 9 -IAL CONFORM TO SECTI ON 2104 OF THE I NTERNATI ONAL BUI LDI NG CODE EXPIRED FEB 112012 REID MIDDLETON, INC. REVIEWED FOR CODE COMPLIANCE APPRnVED MAR 182011 City of Tukwila BUILDING DIVISION mr. vi SW I'1SDN SAY FAGET A STRUCTURAL ENGINEERING CO RFO RATION 2124 Third Avenue -Sjite 100 - Seattle, WA 98121 ph : 206.443.6212 fax: 206.443.4870 www.svensonsayfaget.com 12-23-2010 DRAWN: DJN DESIGN: EBG CHECKED: ABB APPROVED: ABB REVISONS # DESCRI PTI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE I FLY - Indoor Skydiving "The Annex Qa South Center" 301 Tukwila Parkway OWNER: Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARO-IITECr: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE: PERMI T SHEET TITLE: GENERAL NOTES SCALE: 12" = 1'-0" PERMIT DATE: 10-13-2010 PROJECT NO: 1340-2009-01 SHEET NO: S1 .2 NO: OF SHttiS: 1 PLENUM 1/8"= 1'-0" EDAA 17/8" 14'-41/4" IV 16'-39/16" U) 1' - 6" CONC WALL 10 9/16" 1 7/8" 16'-39/16" H 1' - 0" CONC WALL M 0 0 0 In PLAN NOTES 1. SLAB ON GRADE ELEVATI ON IS PER ARCHITECTURAL DRAWI NGS. SLAB ON GRADE SHALL BE 12" THICK WITH RH NFORCEMENT PER PLAN. PREPARE SDI LS AND PROVI DE VAPOR BARRI ER PER GEOTECHNI CAL ENG NEED RECOMMENDATI ONS. 2. R NAL FOOTING ELEVATIONS SHALL BE DETERMINED BY ON SITE VERU R CATI ON BY SOILS ENG NEER 3. REFER TO MECHANI CAL/C1VIL FOR UNDERSLAB PI PI NG FOOTINGS MAY BE LOWERED TO AVOI D CONFU CTS, SE 5/S3.2. 4. SEE 3/S3.2 FOR TYPI CAL AS NFORCEMENT AT CONCRETE WALL OPENI NGS. 5. SEE 1/S3.2 FOR TYPI CAL RH NFORCEMENT AT WALL AND FOOTING CORNERS AND I NTERSECTI ONS. 6. D0 NOT SCALE DRAWI NGS REFER TO ARCHITECTURAL AND SKYVENTURE DRAWINGS FOR ALL DI MENS ONS. 7. PROVIDE BACKFI LL AT BELOW GRADE CONCRETE WALLS PER GEOTECHNI CAL ENGINEERS RECOMMENDATIONS. DO NOT BACKFI LL UNTIL FLOOR SLABS AT TOP AND BOTTOM OF WALL HAVE BEEN POURED. b �o-zgr� EXPIRED FEB 112012 FL') REID !VIOL/ETON, INC. REVIEWED FOR CODE COMPLIANCE APPPVWED MAR 182011 City of Tukwila BUILDING DIVISION vi SINENSDN SAY FACET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Site 100 - Saatt le, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swenso nsayf aget.com 12-23-2010 DRAWN: DJN DE9GN: EBG CHECKED: ABB APPROVED: ABB REVISONS # DESCRI PTI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE I FLY - I ndoor Skydiving "The Annex ©a South Center" 301 Tukwila Parkway OWNER Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCHITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE PERM T MEET PLENUM FRAMING PLAN 0 SCALE: 1/8" = 1'-0" 2 PERMIT DATE: 10-13-2010 PROJECT NO: LL SHEET NO: S2.1 N Q $ NO: OF SHEETS: 1340-2009-01 © I r II Cr h I •� Ir SLOPE TO DRAIN PER ARCH MAINTAIN MIN 12" THIcpJESS I 1 1 I 411 I !a ``. I I 1 It 12" THICK SLAB (MIN) W/ #5I@ 12" EW TOP & BOT SLOPE PER ARCH I® al, I 1 S3.3 I 1 SUMP PIT PER 6/3.1 - 1 I. 1 ` . I 1 I 1 1 ,11 �I F. 1' - 0" CONC WALL M 0 0 0 In PLAN NOTES 1. SLAB ON GRADE ELEVATI ON IS PER ARCHITECTURAL DRAWI NGS. SLAB ON GRADE SHALL BE 12" THICK WITH RH NFORCEMENT PER PLAN. PREPARE SDI LS AND PROVI DE VAPOR BARRI ER PER GEOTECHNI CAL ENG NEED RECOMMENDATI ONS. 2. R NAL FOOTING ELEVATIONS SHALL BE DETERMINED BY ON SITE VERU R CATI ON BY SOILS ENG NEER 3. REFER TO MECHANI CAL/C1VIL FOR UNDERSLAB PI PI NG FOOTINGS MAY BE LOWERED TO AVOI D CONFU CTS, SE 5/S3.2. 4. SEE 3/S3.2 FOR TYPI CAL AS NFORCEMENT AT CONCRETE WALL OPENI NGS. 5. SEE 1/S3.2 FOR TYPI CAL RH NFORCEMENT AT WALL AND FOOTING CORNERS AND I NTERSECTI ONS. 6. D0 NOT SCALE DRAWI NGS REFER TO ARCHITECTURAL AND SKYVENTURE DRAWINGS FOR ALL DI MENS ONS. 7. PROVIDE BACKFI LL AT BELOW GRADE CONCRETE WALLS PER GEOTECHNI CAL ENGINEERS RECOMMENDATIONS. DO NOT BACKFI LL UNTIL FLOOR SLABS AT TOP AND BOTTOM OF WALL HAVE BEEN POURED. b �o-zgr� EXPIRED FEB 112012 FL') REID !VIOL/ETON, INC. REVIEWED FOR CODE COMPLIANCE APPPVWED MAR 182011 City of Tukwila BUILDING DIVISION vi SINENSDN SAY FACET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Site 100 - Saatt le, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swenso nsayf aget.com 12-23-2010 DRAWN: DJN DE9GN: EBG CHECKED: ABB APPROVED: ABB REVISONS # DESCRI PTI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE I FLY - I ndoor Skydiving "The Annex ©a South Center" 301 Tukwila Parkway OWNER Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCHITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE PERM T MEET PLENUM FRAMING PLAN 0 SCALE: 1/8" = 1'-0" 2 PERMIT DATE: 10-13-2010 PROJECT NO: LL SHEET NO: S2.1 N Q $ NO: OF SHEETS: 1340-2009-01 CAA 14 - 41 /4" X17/8" 16'-39/16" 4 -0"x4' -0"x12" DP FTG W/ (4)#5EWBOT E I' 1t. 1' 1 3' -0"x3' -0"x12" DP FTG W/ (4)#4 EW BOT 8" CMU WALL SOLID GROUTED W/ #5 @ 8" OC VERT (2) #4 @ 48" OC HORIZ DESI GN/ BUI LD_ STAIR SEE NOTE 11 2' -0"x3' -0"x12" DP FOOTING Wl#5@9"EW BOT AT GRADE LOC AS READ FOR DESI GN BUILD- STAIRS, ULD-STAIRS, TIP 16'-39/16" 17/8" 8 83.1 2' -0"x2' -0"x117' DP FTG W/(3) #4 EW BOT 1 GROUND FLOOR 1/8" = 1'-0" SLOPING COLUMN 2' -0"x2' -0"x10" DP FTG W/(3) #4 EW BOT SLC NG COLUMN 1 M 0 0, N 0.5 \E2) 0, 0 (3\ \C4) PLAN NOTES 1. SLAB ON GRADE ELEVATI ONS VARY PER ARCNI TECTURAL DRAW! NGS. SLAB ON GRADE SHALL BE 6" THI CK AND REINFORCED WITH #4 @ 18" OC EACH WAY AT CENTER IN ADDITION TO ANY OTHER REINFORCEMENT SHOWN ON PLAN. PREPARE SOI LS AND PROVI DE VAPOR BARRIER PER GEOTECHNI CAL ENG NEERS REOOMM ENDATI ONS. 2. PROVIDE CONTROL OR CONSTRUCTION JOI NTS I N SLABS ON GRADE TO DIVIDE SLAB IN AREAS OF 400 SQUARE FEET OR LESS AREAS SHALL BE APPROXIMATELY SQUARE AND SHALL HAVE NO ACUTE ANGLES. JOINT LOCATIONS MUST BE APPROVED BY THE ARCHITECT. REFER TO DETAI L3/53.1. 3. TOPS OF ALL FOOTING SHALL BE 8"MI N BELOW TOP OF SLAB ON GRADE, UON. FI NAL FOOTING ELEVATI ONS SHALL BE DETERMINED BY ON STE VERI FI CATION BY SOILS ENGINEER 4. REFER TO MECHANI CAU CIVI L FOR UNDERSLAB PI PING. FOOTINGS MAY BE LOWERED TO AVOI D CONFU CTS, SEE 5153.2. 5. SEE 3/S3.2 FOR TYPICAL REI NFORCEMENT AT CONCRETE WALL OPENINGS. 6. SEE 1/S3.2 FOR TYPICAL REINFORCEMENT AT WALL AND FOOTI NG CORNERS AND I NTERSECTI ONS 7. DO NOT SCALE DRAWI NGS REFER TO ARCH) TECTURAL AND SKYVENTURE DRAWI NGS FOR ALL DI MENS ONS 8. * I NDI CATES BEAMS TO RECI EVE WHS PER SKYVENTURE DRAWI 9. SEE COLUMN SCHEDULE ON S5.8 FOR COLUMN SIZES NOT NOTED ON PLANS OR ELEVATIONS. 10. EXTERI OR STUDS SHALL BE MI NI MUM 20 GAUGE WHERE NO ADDITIONAL INFORMATION IS PROVI DED ON THE PLANS OR DETAILS. SEE DETAI LS 1/56.1 AND 5/S6.1 FOR TYPICAL TOP AND BOTTOM TRACKS 11. ALL STEEL STAIRS AND RAIU NGS TO BE BIDDER DESIGNED AND SUPPLIED BY G.C. PROVIDE SHOP DRAWINGS PER GENERAL STRUCTURAL NOTE 12/81.1 12. TYPICAL FLOO' L, G •• I. OF / " ' ; I • CRETE TO *I NG OVER 1 1/2" DEEP 20 GAUGE MINIMUM THI QWFSS METAL DECK SEE 10/85.8 FOR D • A ACHMENT AND PROPERTI EE SKYVENTURE SHEET SB -1302 (PROVIDE WELDED HEADED STUDS ASINDICA ). 'I :N :•'11 ' I .'.'n .4'1.4 ' N ADDITION TO REINFORCEMENT SHOWN PER PLAN. SEE ARCHITECTURAL DRAWI NGS FOR TOP OF SLAB : EVATI 0 AND ST P LOCATIONS. 13. SEE SKYVENTURE DRAWINGS FOR MISCELLANEOUS FRAMING, CONNECTIONS, AND DETAILING AS REQUI RED FOR SUPPORT OF EQUIPMENT, SHAFTS, CLADDING, RNLI NG, ACCESS PLATFORMS, LADDERS, AND OTHER MISC. ITEMS. THESE DRAW! NGS I NCLUDE MODI FI CATIONS TO FORTIONS OF THE SKYVENTURE 1484-4.3 STRUCTURAL FRAME DRAWINGS AS REQUI RED TO SUIT THE SITE SPECT P C REQUI RMENTS OF THE BUILDING, BUT MUST BE USED IN CONJUNCTION WITH THE SKYVENTURE DRAWINGS TO ENSURE THE STRUCTURAL REQUI REMENTS OF THE SKYVENTURE SYSTEM ARE SATISFI ED. (s) bossy* EXFIRED FEB 112012 111:)) 1E V E F11 EB 1 - ^`1"1 REID MIDDLETON, INC. REVIEWED FOR CODE COMPLIANCE APDDnVED MAR 182011 BUILDof Tukwila NG DIVISION, rri SWENSJN SAY FAGET A STRUCTURAL ENGIN EER1 N G CORPORATION 2124 Third Avenue -SLite100-Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com 12-23-2010 DRAWN: DJN DE9GN: EBG CHECKED: ABB APPROVED: ABB REVISONS # DESCRIPTION DATE 1 Revision 1 11-15-10 2 Demo Kermit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE I FLY - I ndoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway OWNER: Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 wadi TECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE: PERM I T SHEET TITLE: PLENUM DECK FRAMING PLAN 0 Lu 1 1/8" = 1'-0" EPERMIT DATE:10-13-2010 PROJECT NO: 1340-2009-01 LL 8 SHEET NO: S2.2 T o NO: OF SHEETS: a 9© S3.3 SMW 1 0 W143* 1 r 5 54.2 S5.4 W14X43* rNOTE12 < > 54.1 W 4X43* ' 6 W14 III S5.4 43+ a 8 S5.4 m S3.3 W14X43' XW1443* r NOTE 12 < W14,13* W14�(43* 1 SIM 9 83.3 2' -0"x2' -0"x117' DP FTG W/(3) #4 EW BOT 1 GROUND FLOOR 1/8" = 1'-0" SLOPING COLUMN 2' -0"x2' -0"x10" DP FTG W/(3) #4 EW BOT SLC NG COLUMN 1 M 0 0, N 0.5 \E2) 0, 0 (3\ \C4) PLAN NOTES 1. SLAB ON GRADE ELEVATI ONS VARY PER ARCNI TECTURAL DRAW! NGS. SLAB ON GRADE SHALL BE 6" THI CK AND REINFORCED WITH #4 @ 18" OC EACH WAY AT CENTER IN ADDITION TO ANY OTHER REINFORCEMENT SHOWN ON PLAN. PREPARE SOI LS AND PROVI DE VAPOR BARRIER PER GEOTECHNI CAL ENG NEERS REOOMM ENDATI ONS. 2. PROVIDE CONTROL OR CONSTRUCTION JOI NTS I N SLABS ON GRADE TO DIVIDE SLAB IN AREAS OF 400 SQUARE FEET OR LESS AREAS SHALL BE APPROXIMATELY SQUARE AND SHALL HAVE NO ACUTE ANGLES. JOINT LOCATIONS MUST BE APPROVED BY THE ARCHITECT. REFER TO DETAI L3/53.1. 3. TOPS OF ALL FOOTING SHALL BE 8"MI N BELOW TOP OF SLAB ON GRADE, UON. FI NAL FOOTING ELEVATI ONS SHALL BE DETERMINED BY ON STE VERI FI CATION BY SOILS ENGINEER 4. REFER TO MECHANI CAU CIVI L FOR UNDERSLAB PI PING. FOOTINGS MAY BE LOWERED TO AVOI D CONFU CTS, SEE 5153.2. 5. SEE 3/S3.2 FOR TYPICAL REI NFORCEMENT AT CONCRETE WALL OPENINGS. 6. SEE 1/S3.2 FOR TYPICAL REINFORCEMENT AT WALL AND FOOTI NG CORNERS AND I NTERSECTI ONS 7. DO NOT SCALE DRAWI NGS REFER TO ARCH) TECTURAL AND SKYVENTURE DRAWI NGS FOR ALL DI MENS ONS 8. * I NDI CATES BEAMS TO RECI EVE WHS PER SKYVENTURE DRAWI 9. SEE COLUMN SCHEDULE ON S5.8 FOR COLUMN SIZES NOT NOTED ON PLANS OR ELEVATIONS. 10. EXTERI OR STUDS SHALL BE MI NI MUM 20 GAUGE WHERE NO ADDITIONAL INFORMATION IS PROVI DED ON THE PLANS OR DETAILS. SEE DETAI LS 1/56.1 AND 5/S6.1 FOR TYPICAL TOP AND BOTTOM TRACKS 11. ALL STEEL STAIRS AND RAIU NGS TO BE BIDDER DESIGNED AND SUPPLIED BY G.C. PROVIDE SHOP DRAWINGS PER GENERAL STRUCTURAL NOTE 12/81.1 12. TYPICAL FLOO' L, G •• I. OF / " ' ; I • CRETE TO *I NG OVER 1 1/2" DEEP 20 GAUGE MINIMUM THI QWFSS METAL DECK SEE 10/85.8 FOR D • A ACHMENT AND PROPERTI EE SKYVENTURE SHEET SB -1302 (PROVIDE WELDED HEADED STUDS ASINDICA ). 'I :N :•'11 ' I .'.'n .4'1.4 ' N ADDITION TO REINFORCEMENT SHOWN PER PLAN. SEE ARCHITECTURAL DRAWI NGS FOR TOP OF SLAB : EVATI 0 AND ST P LOCATIONS. 13. SEE SKYVENTURE DRAWINGS FOR MISCELLANEOUS FRAMING, CONNECTIONS, AND DETAILING AS REQUI RED FOR SUPPORT OF EQUIPMENT, SHAFTS, CLADDING, RNLI NG, ACCESS PLATFORMS, LADDERS, AND OTHER MISC. ITEMS. THESE DRAW! NGS I NCLUDE MODI FI CATIONS TO FORTIONS OF THE SKYVENTURE 1484-4.3 STRUCTURAL FRAME DRAWINGS AS REQUI RED TO SUIT THE SITE SPECT P C REQUI RMENTS OF THE BUILDING, BUT MUST BE USED IN CONJUNCTION WITH THE SKYVENTURE DRAWINGS TO ENSURE THE STRUCTURAL REQUI REMENTS OF THE SKYVENTURE SYSTEM ARE SATISFI ED. (s) bossy* EXFIRED FEB 112012 111:)) 1E V E F11 EB 1 - ^`1"1 REID MIDDLETON, INC. REVIEWED FOR CODE COMPLIANCE APDDnVED MAR 182011 BUILDof Tukwila NG DIVISION, rri SWENSJN SAY FAGET A STRUCTURAL ENGIN EER1 N G CORPORATION 2124 Third Avenue -SLite100-Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com 12-23-2010 DRAWN: DJN DE9GN: EBG CHECKED: ABB APPROVED: ABB REVISONS # DESCRIPTION DATE 1 Revision 1 11-15-10 2 Demo Kermit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE I FLY - I ndoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway OWNER: Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 wadi TECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE: PERM I T SHEET TITLE: PLENUM DECK FRAMING PLAN 0 Lu 1 1/8" = 1'-0" EPERMIT DATE:10-13-2010 PROJECT NO: 1340-2009-01 LL 8 SHEET NO: S2.2 T o NO: OF SHEETS: E 14' - 41/4" DESI GN/BUILD STAI R SEE NOTE 5 W8X10 Oki 16'-39/16" W12X14 I, • • 2 12 S5.2 C —W "X67 W14X22 W18 5* W18}C35* 16'-39/16" N STEEL FRAMED CANOPY FER ARCH ROOF TOS THIS AFE'AAS /—k - — tl -REQUIRED-TOSUIT ARCH DRAWINGS I II NIPIF II -- DESIGN/BUI LD STAIR SEE NOTE 5 milud W8 4 W8X10 W8X24 W8X24 W8X10 W8X24 0 1 OBSERVATION DECK 1/8"= 1'-0" J STEEL FRAMED CANOPY PER ARCH 0 X W8X24 WBX24 W8X10 0 0.5 0 m N ED N Zrt CO 0) co Elo PLAN NOTES 1. TYPICAL FLOOR ' IN CO M a AL I• 'y • SEE 11/85.8 ••R IECK 'TT A D Wp OCATI ONS AS REQUI RED , SEE ARCHIT •{ • NT AND PROPERTIES. •• If E TOPPI NG OVER 2" DEP 20 GAUG SEE SKYVENTURE SHEET S-140 .4 WWM I N ADDITION TO REI NFO N • R TOP OF SLAB ELEVATI ONS AND STEP LOCATIONS. 2. REFERENCE TOP OF STEEL I S 17'•7" UNLESS NOTED OTHERWISE DES GNATED BY [XX' -XXX"], OR AS I NDI GATED OTHERWI SE I N SKYVENTRUE DRAWINGS 3. SEE ARCHITECTURAL DRAWI NGS FOR ADDITIONAL WALL I NFORMATI ON. EXTERIOR STUDS SHALL BE MI NI MUM 20 GAUGE WHERE NO ADDITIONAL I NFORMATI ON IS PROVI DED ON THE FLANS OR DETAILS. SEE DETAI LS 1/86.1 AND 5/56.1 FOR TYR CAL TOP AND BOTTOM TRACKS 4. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL AND SWVENTURE DRAWINGS FOR ALL DIMENSIONS. 5. ALL STEEL STAIRS AND RFU LI NOS TO BE BI DDER DESIGNED AND SUPPU ED BY G.C. PROM DE SHOP DRAWI NGS PER GENERAL STRUCTURAL NOTE 12/S1.1 6. SEE SKYVENTURE DRAWI NGS FOR MISCELLANEOUS FRAMI NG, CONNECTI ONS, AND DETAI U NG AS REQUI RED FOR SUPPORT OF EQUIPMENT, SHAFTS, CADDI NG, RAI U NG, ACCESS PLATFORMS, LADDERS, AND OTHER MI SC, I TEMS. THESE DRAWI NGS I NCLUDE MODI R CATI ONS TO PORTIONS OF THE SKYVENTURE 1484-4.3 STRUCTURAL FRAME DRAWI NGS AS REQUI RED TO SUIT THE STE SPECIFIC REQUI RMENTS OF THE BUI LDI NG, BUT MUST BE USED I N CONJUNCTION WITH THE SKYVENTURE DRAWI NGS TO ENSURE THE STRUCTURAL REQUI REVIEWS OF THE SKYVENTURE SYSTEM ARE SATISFI ED. 7. SEE COLUMN SCHEDULE ON S5.8 FOR 03LUMN SIZES NOT NOTED ON FLANS OR ELEVATI ONS 8. METAL ROOF DECK TO 3" DEEP 18 GAUGE N24 WITH ATTACHMENT PER DETAIL 9/S5.8. 9. * I NDI CATES BEAMS TO RECI EVE WHS PER SCYVENTURE DRAWI NGS, EX $i.: E D FEB 112012 InnEWEB FES REID MIDDLETON, INC. REVIEWED FOR CODE COMPLIANCE 4DDQAVFD MAR 182011 City of Tukwila BUILDING DIVISION COPYRIGHT02007 SWENSON SAY FAGEY- ALL RIGHTS RESERVED v� SINENSDN SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Siite 100 - Seattle, WA 98121 ph: 206.443.6212 tax: 206.443.4870 www.swensonsayf ages. corn 12-23-2010 DRAWN: DJN DE9GN: EBG CHECKED: ABB APPROVED: ABB REVISIONS # DESCRI PTI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE I FLY - 1 ndoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway OWNER Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCHITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE: PERM T SHEET TI TLE: O BSERVATI O N DECK FRAMING PLAN SCALE: 1/8" = 1'-O" PERMIT DATE: 10-13-2010 PROJECT No. 1340-2009-01 SHEET NO: S2.3 NO: OF SHI±I b. 6005200-33 @ 16" OC 3/4" PLYWOOD — - — �•�- i I 1 L- — -� - - J STAIR PENTHOUSE ROOF FRAMING PLAN 0.5 1/4"= 1'-0" 6005200-33 @ 16" OC HOIST BM PER ELEVATOR MANUF (W8x28 CN HSS4x4x1/4" STUBS TO FRAMING BELOW UNO) 3/4" PLYWOOD 3 ELEVATO R RO O F FRAMING PLAN 1/4"= 1'-0" ABOVE 2 C� DES ON/BUI LD STAIR SEE NOTE 7 7/8" 14'-41/4" 16'-39/16" WALLS ABOVE PER ARCH ABOVE 3 S2.4 4 \W12X14 0 l I c; W1 OX12 4, D E 1718"` 16'-39/16" \'' _ W -18X27 W10X1� S5.3 4- W8X10 WBX1 0 W8X1 0 W8X10 W8X10 W8X1 0 W8X1 0 1 LOW RDOF DECK 1/8"= 1'-0" CID 0 U Cr, 0 PLAN NOTES SOF 3" DEEP 18 GAUGE MINIMUM THI SEE SKYVENTURE SHEET SB -1502 D STEP LOCATIONS 2. REFERENCE TOP OF STEEL IS 30'-2" UNLESS NOTED OTHERWISE DESIGNATED BY [ XX'-XXX"i, ORAS INDICATED OTHERWISE I N SKYVENTRUES DRAWINGS 3. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION, UTERI ORSTUDSSHALLBEMINIMUM 20 GAUGE WHERE NO ADDITIONAL INFORMATION IS PROVIDED ON THE PLANS OR DETAI LS. SEE DETAILS 1/S6.1 AND 5/S56.1 FOR TYPICAL TOP AND BOTTOM TRACKS 4. DO NOT SCALE DRAWINGS REFER TO ARCHITECTURAL DRAWINGS FOR ALL DI MENSI ONS 5. SEE COLUMN SCHEDULE ON S5.B FOR COLUMN SIZES NOT NOTED ON PLANS OR ELEVATIONS 6. SEE SKYVENTURE DRAWINGS FOR MISCELLANEOUS FRAMI NG, CONNECTIONS, AND DETAI UNG AS REQUI RED FOR SUPPORT OF EQUI PMENT, SHAFTS, CLADDING, RAILING, ACCESS PLATFORMS, LADDERS, AND OTHER MI SC. ITEMS. THESE DRAWINGS INCLUDE MODI R CATIONS TO PORTIONS OF THE SKYVENTURE 14R4-4.3 STRUCTURAL FRAME DRAWINGS AS REQUI RED TO SUIT THE SITE SPECI FI C REQUI RMENTS OF THE BUI LDI NG, BUT MUST BE USED I N CONJUNCT] O & TH SKYVENTU : 'WI TO ENSURE THE STRUCTURAL REQUI REMENTS UR :r S 1 7. ALL STEEL STAIRS AND RAI LI NGS TO BE BIDDER DESIGNED AND SUPPU ED BY G.C. PROVI DE SHOP DRAWINGS PER GENE STRUCTURAL NOTE 12181.1 b to -• discr� EX!1RED FEB 11 ZQ1z --2EVOEME 11 FE13 RE1D MIDDLETON, INC. REVIEWED FOR CODE COMPLIANCE APDQflVED MAR 182011 City of Tukwila BUILDING DIVISION SWENSDN SAY FACET A SrRUCTU RAL ENGINEERING CORPORATION 2124 Third Avenue - SL it a 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonattyraget.com 12-23-2010 DRAWN: DJN DESIGN: EPL3 CHECKED: ABB APPROVED: ABB REVISIONS # DESCRI PTI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE I FLY - I ndoor Skydiving "The Annex © South Center" 301 Tukwila Parkway OWNER: Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARO-IITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE: PERM T SHEET TI TLE: LOW ROOF DECK FRAMING PLAN 0 w 1 1 WALE: As indicated an a PERMIT "Th: 10-13-2010 PROJECT NO: 01340-2009-01 SHIN NO: 5 0, z w 0 a o NO: S2.4 OF SHftlb: 1 SERVICE LEVEL 1/8"= 1'-0" AA 13' - 10 1 /4" 1 7(8" 161 - 3 9116" — —I — 1— W10X3 6'-39/16" 17/8" N W16X50 3 �`\ W6X15 W6X15 L�jeir S4.1 1 W11X67 W1 X3 Wex10 0°4 W18X36 W16X67 W6X15 \ywj W6X15 8x10 W8X10 W-174 �� 14 (107 \5 1 e W16X50 W1 1x33 1.8 3.5 .4.5 PLAN NOTES 1. TYPI CAL SERVI CE DECK CATWALK MATERIAL IS AS SHOWN ON SKYVENTURE DRAWINGS (SEE SHEET SB -1602). 2. REFERENCE TOP OF STEEL IS 53'-4" UNLESS NOTED OTHERWISE DESIGNATED BY [XX'-)COC'l, OR AS I NDI GATED OTHERWISE IN SKYVENTRUES DRAWINGS 3. SEE ARCHI TECTURAL DRAWI NGS FOR ADDITIONAL WALL INFORMATION. EXTERI O.R STUDS SHALL BE MINIMUM 20 GAUGE WHERE NO ADDITIONAL INFORMATION IS PROVI DED ON THE PLANS OR DETAI LS. SEE DETAILS 1/S6.1 AND 516.1 FOR TYPI CAL TOP AND BOTTOM TRACKS 4. D0 NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWI NGS FOR ALL DI MENSI ONS 5. SEE SKYVENTURE DRAWINGS FOR MISCELLANEOUS FRAMI NG, CONNECTIONS, AND DETAI UNG AS REQUI RED FOR SUPPORT OF EQUI PMENT, SHAFTS, CLADDING, RAILING, ACCESS PLATFORMS, LADDERS, AND OTHER MI SC. ITEMS THESE DRAWINGS INCLUDE MODI Fl CATIONS TO PORTIONS OF THE SKYVENTUIt 14R4-4.3 STRUCTURAL FRAME DRAWINGS AS REQUI RED TO SUIT THE SITE SPEC FI C REQUI RMENTS OF THE BUI LDI NG, BUT MUST BE USED I N OONJUNCTI ON WITH THE SKYVENTURE DRAWI NGS TO ENSURE THE STRUCTURAL REQUIREMENTS OF THE SKYVENTUPE SYSTEM ARE SATI SFI ED. 6. SEE COLUMN SCHEDULE ON S5.8 FOR COLUMN SIZES NOT NOTED ON PLANS OR ELEVATIONS. bioexcup EXPIRED FEB 1.12012 11 FEB REID MIDDLETON, INC. REVIEWED FOR CODE COMPLIANCE APDQnVED MAR 18 2011 City of Tukwila BUILDING DIVISION RECEIVED FEB 0 4 2011 REID MIDDLETON f w f/I SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - 8iite100-Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com 2-1-2011 DRAWN: DJN DE ON: EBG CHECKED: ABB APPROVED: ABB REVISIONS # DESCRI PTI ON DATE 1 Revision 1 2 Demo Permit Revisions 3 Permit Revisions 4 Permit Revisions 11-15-10 12-03-10 12-23-10 2-1-11 PRQIECTI1TLE I FLY - Indoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway OWNER Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARO -II TELT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE: CONSTRUCTI ON SHEET TI TLE: SERVICE LEVEL FRAMING PLAN SCALE 1/8" = 1'-0" ISSUE DATE: 2-1-2011 to PROJECT NO: u. SHEET N0: 1340-2009-01 S2.5 N NO: OF SHEETS: 1 ROOF 1/8"= 1'-0" AA 14'-41/4" 1 7V8" 16'-39/16" 1 6'-39/16" 17/8" 1— 0 c0 7 [0 3.5 / 2 M 0 N N N 0 M N CO T, PLAN NOTES 1. TYPICAL ROOF DECK CONSISTS 3" DEEP 18 GAU SEE 9CYVENTURE SHEET SB -1702 FOR D AS REQU I RED. TOP OF STEEL VAR ES TO SUIT :10 1 M IM M 24 SEE 9/S5.8 FOR DECK ATTACHMENT AND PROPERTIES. ENTSAND SPECIAL ATTAI E SWH 2. SEE SKYVENTURE DRAWI NGS FOR TOP OF STEEL E-EVATI ONS AT THIS LEVEL.. • , s 1 ,.,. J 1.4 W,• , •. 3. SEE ARCHITECTURAL DRAWI NGS FOR ADDITIONAL WALL INFORMATION. EXTERIOR STUDS SHALL BE MI NI MUM 20 GAUGE WHERE NO ADDITIONAL I NFORMATI ON IS PROVI DED ON THE PLANS OR DETAILS SEE DETAILS 1/SS.1 AND 5/S6.1 FOR TYPICAL TOP AND BOTTOM TRACKS. 4. DO NOT SCALE DRAWINGS. REFER TO ARCHI TECTURAL DRAWI NGS FOR ALL DI MENSI ONS 5. SEE SKYVENTUPE DRAWINGS FOR MISCELLANEOUS FRAMI NG, CONNECTIONS, AND DETAI U NG AS REQUI RED FOR SUPPORT OF EQUI PMENT, SHAFTS, CLADDING, RAILING, ACCESS PLATFORMS, LADDERS, AND OTHER MI SG ITEMS. THESE DRAWINGS INCLUDE MODI FI CATI ONS TO PORTIONS OF THE SKWENTURE 14R4-4.3 STRUCTURAL FRAME DRAWINGS AS REQUI RED TO SUIT THE SITE SPEC] Fl C REQUI AMBITS OF THE BUILDING, BUT MUST BE USED I N CONJUNCTI ON WITH THE SKYVENTURE DRAWI NGS TO ENSURE THE STRUCTURAL REQUIREMENTS OF THE SKYVENTURE SYSTEM ARE SATI SFI ED. bLO 9& EX "itiRED FEB 112012 .. I r_FE 3 REID MIDDLETON, INC. REVIEWED FOR CODECOMPUANCE APDRAUFD MAR 182011 City of Tukwila BUILDING DIVISION C0PYRIGHTc©2007 SWENSON SAY FAGET - ALL RIGHTS RESERVED rri SUVENS3N SAY FACET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - &lite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayf aget.com 12-23-2010 DRAWN: DJN DESGN: EBG CHECK®: ABB APPROVED: ABB REVISONS # DESCRI F'TI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE I FLY - I ndoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway OWNER: Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 AROIITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE PERM T SHEET TITLE: ROOF FRAMING PLAN 1/8" = 1'-0" PERMIT DATE: 10-13-2010 PROJECT NO: 1340-2009-01 SHEET NO: S2.6 NO: OF SHLInIS: X W14X30 8 a rI a >'- W14X30 8 s4.1 N 8 1 8• W14X30 [) I Nca 8 8 W14X30 t 3" ROOF DECK tES 1 x < 1 > W1 X30 cm Lo eicild 'I V W1 X30 ' -1 MX.2 1 C6".2 ci oC8X11.5 C8X11.5 [0 3.5 / 2 M 0 N N N 0 M N CO T, PLAN NOTES 1. TYPICAL ROOF DECK CONSISTS 3" DEEP 18 GAU SEE 9CYVENTURE SHEET SB -1702 FOR D AS REQU I RED. TOP OF STEEL VAR ES TO SUIT :10 1 M IM M 24 SEE 9/S5.8 FOR DECK ATTACHMENT AND PROPERTIES. ENTSAND SPECIAL ATTAI E SWH 2. SEE SKYVENTURE DRAWI NGS FOR TOP OF STEEL E-EVATI ONS AT THIS LEVEL.. • , s 1 ,.,. J 1.4 W,• , •. 3. SEE ARCHITECTURAL DRAWI NGS FOR ADDITIONAL WALL INFORMATION. EXTERIOR STUDS SHALL BE MI NI MUM 20 GAUGE WHERE NO ADDITIONAL I NFORMATI ON IS PROVI DED ON THE PLANS OR DETAILS SEE DETAILS 1/SS.1 AND 5/S6.1 FOR TYPICAL TOP AND BOTTOM TRACKS. 4. DO NOT SCALE DRAWINGS. REFER TO ARCHI TECTURAL DRAWI NGS FOR ALL DI MENSI ONS 5. SEE SKYVENTUPE DRAWINGS FOR MISCELLANEOUS FRAMI NG, CONNECTIONS, AND DETAI U NG AS REQUI RED FOR SUPPORT OF EQUI PMENT, SHAFTS, CLADDING, RAILING, ACCESS PLATFORMS, LADDERS, AND OTHER MI SG ITEMS. THESE DRAWINGS INCLUDE MODI FI CATI ONS TO PORTIONS OF THE SKWENTURE 14R4-4.3 STRUCTURAL FRAME DRAWINGS AS REQUI RED TO SUIT THE SITE SPEC] Fl C REQUI AMBITS OF THE BUILDING, BUT MUST BE USED I N CONJUNCTI ON WITH THE SKYVENTURE DRAWI NGS TO ENSURE THE STRUCTURAL REQUIREMENTS OF THE SKYVENTURE SYSTEM ARE SATI SFI ED. bLO 9& EX "itiRED FEB 112012 .. I r_FE 3 REID MIDDLETON, INC. REVIEWED FOR CODECOMPUANCE APDRAUFD MAR 182011 City of Tukwila BUILDING DIVISION C0PYRIGHTc©2007 SWENSON SAY FAGET - ALL RIGHTS RESERVED rri SUVENS3N SAY FACET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - &lite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayf aget.com 12-23-2010 DRAWN: DJN DESGN: EBG CHECK®: ABB APPROVED: ABB REVISONS # DESCRI F'TI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE I FLY - I ndoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway OWNER: Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 AROIITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE PERM T SHEET TITLE: ROOF FRAMING PLAN 1/8" = 1'-0" PERMIT DATE: 10-13-2010 PROJECT NO: 1340-2009-01 SHEET NO: S2.6 NO: OF SHLInIS: Reinforcing Splice and Development Length Schedule For f'c = 4000 psi, Grade 60 Reinforcing Minimum Straight Development Length (Id) Bar Size Top Bars Other Bars #3 18" 14" #4 25" 19" #5 31" 24" #6 37" 28" #7 54" 42" #8 62" 47" #9 70" 54" #10 78" 60" #11 87" 67" Minimum Lap Splice Lengths (1 s) Bar Sze Top Bars Other Bars #3 24" 18" #4 32" 25" #5 40" 31" #6 48" 37" #7 70" 54" #8 80" 62" #9 90" 70" #10 102" 78" #11 113" 87" TOP BARS ARE HOF1 ZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER IS NOT GREATER THAN THE DIAMETER OF THE BAR, OR THE CENTER TO CENTER SPACING IS NOT GREATER THAN 3 BAR DIAMETERS, THEN LENGTHS SHALL BE INCREASED BY 50% Minimum Embedment Lengths (I dh) For Standard Bid Hooks Bar Size Length #3 6" #4 7" #5 8" #6 10" if 7 19" #8 13" #9 15" #10 17" #11 19" 1. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 21 /2" 2. END COVER FOR 90° HOOKS MUST BE EQUAL TO OR GREATER THAN 2" SOG PER PLAN —Y- 8" TY MTL GRATING IIIA((( (IIIH IIIA! " 2'.0" ‘C<�>1 L'1 -1/2"x1 -1/2"x3116" -•(&'/<.' WI (2) 112" DIA x 3" STUDS • TYP (4) SIDES 5 Reinforcing Splice Length & Development Length (4000psi) G TYPICAL SUMP PIT 3/4" = 1'-0" V 3/4" = 1'-0" #4@12"CTR (4)#4x r ALL SIDES (4)#4x U EW SEE PLAN FOR SLAB THICKNESS AND REINFORCING (typ.) CUT ALTERNATE WIRES AT JOINT 1/8" x 1 1/2" PRE -MOLDED CONT. MASTI C JOI NT STRIP. (joint may be saw cut at contractor's option) O O!'OP41 �1VOt gtr.�ggwe ilvOt!lOy.',�elx0-�., rt� { { • �i W. i 0t- ogice- AIPAr.f, rd r,taxi..�t / ,:/s.ai ii.�i.ftai..�iSii.��.�i.�i/:j 3 TYPICAL SLAB JO I N TS 3/4" = 1'-0" 11 SLAB ON GRADE PER PLAN (typ.) o k" 14 ) Control Joint PLASTIC VAPOR BARRIER AND WMPACTED GRANULAR FILL PER PLAN SEE PLAN FOR SLAB THICKNESS AND REINFORCING (typ.) PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR LESS. AREAS TO BE APPROX SQUARE AND HAVE NO ACUTE ANGLES JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. SECOND POUR FIRST POUR BUF(E "KEYKOLD" JOINT, STOP REINF. 1" CLEAR OF JOI NT EACH SIDE • ftaisat.ti-t• at•ai!.�i%rsi.,t.rr,s.at.faitii.ftacciisii Construction Joint PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN CL col. & ltg. COLUMN PER PLAN BASE PLATE PER 9/95.1 ON 314" NON -SHRINK GROUT ISOLATION JOINT SEE 12/S3.1 •.16• :vsf ‘►i a5 v.•S •►. /..�. ''1 ''I n {i s ti {i r. om' FOOTING SZE AND REI NF. PER FOOTING SCHEDULE TYPICAL INTERIOR FOOTING U FACE OF WALL BEYOND FTG PFA FLAN WHERE OCCURS #5 CONT ry l, \ice ://. wig 8" 18 #5xF GR 40 @ 4'-0"oc SEE PLAN FOR SLAB THI CKNESS AND RB NFORCI NG (typ.) (2)# 5 CONT. 8 TYPICAL TURNED -DOWN SLAB EDGE 3/4"= 1'-0" 3/4" = 1'-0" 12 FEB 11 Z012 RIE i J REID MIDDL ATO "i, INC. CODECOMPLIANCE APDRAVFD MAR 182011 City of Tukwila BUILDING DIVISION Plan View TYPICAL SLAB ISOLATION JOINT CONSTRUCTION/CONTROL JOINTS PER 3/S3.1 1/2" MASTI C JOI NT AROUND COLUMN (typ.) JOINT AT COLUMN MAYBE ROUND AT CONTRACTORS OPTION 3/4"= 1'-0" f/I SWENSDN SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100-S3attle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www. swensonsayfag et.com 12-23-2010 DRAWN: DJN DESGN: E BG CHECKED: ABB APPROVED: ABB REVISONS # DESCRI PTI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE I FLY - Indoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway OWNER Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCHITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FSC 425-216-0329 ISSUE: PERM T SHEET TITLE: CONCRETE SECTIO N S AND DETAILS 3/4" = 1'-0" PERMIT DATE: 10-13-2010 RKIJECTNO: 1340-2009-01 SHEET NO: 53 .1 NO: OF SHLLIS: CORNER BARS TO MATCH EXTERIOR HOR Z. REI NF. �-- ADDITIONAL VERT. BARS CORNER BARS TO MATCH CROSS WALL HORIZ. REINF. Double Curtain TYP. CORNER BARS: 24 CROSS WALL 1 TYPICAL CO RN ER BARS AT CON CRETE WALLS AND FOOTINGS 3/4". 1'-0" PIPE AND TRENCH LOCATIONS 3/4" = 1'-0" (q PARTITION WALL (E) SDG CUT BACK & REPAI R AS NECETARY EL PER ARCH. 9 SECTIO N 1/2" = 1'-0" EXCAVATION NOT ALLOWED BELOW THIS LINE CMU WALL PER PLAN DOWELS TO MATCH CMU VERT RE NF (ALT HOOK DI IT) 3'-0" (4) #4 CONT CORNER BARS TO MATO-I HORIZ. REINF. CORNER BARS TO MATCH CROSS WALL HORIZ. REINF. (alt. hooks) ADDITIONAL VERT. BARS Single Curtain TYP. CORNER BARS 24 CROSS WALL #3x© ANDLTIES @ 6"oc (when pier width exceeds 24" use normal horizontal reinforcement) CONCRETE WALL (2)#5 AT CENTERLINE OF PIER (omit at piers 12" wide or less) Pier Section 3 TYPICAL O PEN IN G FEIN FO MING AT CON CRETE WALLS 3/4" = 1'-O" #3 TI ES @ 8"oc WHEN DEPTH OF HDR I S LESS THAN 24 REINF. PER GEN. NOTES W/ STD. HOOK TOP & BOT. OTHERWISE (2) # 5 AT TOP OF WALL OR HEADER (2)#5 x 4'-0" DIAGONAL AT EACH CORNER (2)#5 AROUND OPENINGS. EXTEND BARS 2'-0" BEYOND OPENING Notes: 1. REINFORCING SHOWN IS MINIMUM. SEE PLANS AND WALL ELEVATIONS FOR ANY ADDITIONAL REQUIRED REINFORCING. 2. PROVIDE FOR ANY OPENING SIX SQUARE FEET OR LARGER UNLESS OTHERWISE NOTED ON PLANS, ELEVATIONS, OR DETAILS. 3. FOR WALLS THICKER THAN 8" USE #6 BARS IN LIEU OF #5 BARS SHOWN. 4. AT PIERS <12" WIDE, PROVIDE #3 TIES @ 3"oc AND EXTEND 1'-0" ABOVE AND BELOW LARGEST OPENING "f EXPI FEB 112Q12 btolituo 01-[En EWE rr2 REID MIDDLETONl, INC. REVIEWED FOR CODE COMPLIANCE Am:0n mb MAR 182011 City of Tukwila BUILDING DIVISION 0 f/I SVVENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue • Saite 100 -Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com 12-23-2010 DRAWN: DJN DESGN: EBG CHECKED: ABB APPROVED: ABB REVISONS # DESCRI PTI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECTTTRE: I FLY - I ndoor Skydiving "The Annex Oa South Center" 301 Tukwila Parkway OWNER Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCHITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE: PERM T SHEET TITLE: CONCH SECTION S AN D DETAILS t SCALE: As indicated PERMIT DATE 10-13-2010 PROJECT N0: 1340-2009-01 SHEET NO: 1 NO: OF SH s: S3.2 1'e SO BLOCKOUT AT COL LOCATIONS 9 SECTION 1"= 1'-0" 112" EXPANSI ON JOINT MATERIAL SOG PER PLAN PLENUM_ DECK 11-71/4" SDG PER RAN EAXB) #8x mL -@8" SHORT NG FILES PER SHORING DRAWINGS BACKFILL, DRAT NAGE AND WATERPROOFING PER CIVIUGEOTECH 1/7 EXPANSION JOINT MATERIAL PLENUM DEO( ek 1' • 71/4" #4 @8" VERT OF # 4 @ 8" VERT I F #6@8" VERT OF #4 @ 12" HORIZ EF • NOTE " DOWELS TO MATCH VERT REINF CONT. KEYWAY CENTERED ON WALL 8' - 3" MAT SLAB PER PLAN 1. DRAINAGE AND WATERPRDOR NG BY OTHERS, NOT SHOWN. 10SEC11ON 1/2"= 1'-0" PLENUM -15'-5" MAT SLOB PER PLAN 12 SEC"" 1/2"= 1'-0" #4@10" VERT IF #4 @l6" HORIZ EF DOWELS TO MATCH VERT RE] NF E*FIRED=, FEB 112012 SOG PER RAN ----__--- PLENUM DECK 1' - 71/4" PAVING BY OTHERS ELAL \\\\\\\\ VARIES #5@10" VERT OF # ax J,k @ i o" BACKR LL, DRAI NAGE AND WATER:100F1 NG P91 CIVl UGEOTECH •15'•5" rE vAvi E - n) r Nf REID MIDDLETON C. CODE COMP FOR APPRnvED MAR 18 2011 City Tukwila BUILDING DIT 0 CC COPYRIGHT C(rQ007 SWENSON SAY FAGEt - ra. rr� SWENSON SAY FACET A STRUGTURALENGINEERING COPFORATION 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www. swen son sayf ag et. com 12-23-2010 DRAWN: DJN DESGN: EBG CHECKED: ABB APPROVED: ABB REVISONS # DESCRIPTION DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE I FLY - Indoor Skydiving "The Annex © South Center" 301 Tukwila Parkway OWNER: Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARO -II TECT: Jensen Fey Architecture and Hanning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE: PERM T SHEET TI TLE: CO N CFEEE SECI1ONSAND DETAILS As indicated PERMIT DATE:1 0- 13-2010 PROJECT NO: 1340-2009-01 SHEET NO: S3.3 NO: OF SHttib: 0.5 1.8 2.5 3.5 (4� 67' - 7118" SER -VICE LEV-- EL ------------------ 53' - 6" 11 I HSS6X6X3/16 HSS6X6X3116 HSS6X6X5/16 STOREFRONT BEAMS ATGRD DONLY 5 r----------- LOW_RDOFDECK 30'-5" HSS6X6X3/16 -ISS6X6X3/16 INNER SKIN SUPPORT ANGLES BEYOND PER S eNBJTURE DRAW! NGS (MODIFIED TO SUI T REVISED GIRT LAYOUT) INNER SKIN SUPPORT ANGLES BEYOND PER SKYVENTURE DRAW NGS (MODIFIED TO SUIT REVISED GIRT LAYOUT) it 1 GRID D ELEVATION (GRD B SIM) 1/8"= 1'-0" OBSERVATION DEO< 18'-0" PLENUM DECK — — 1'-71/4" PLENUM -15'-5" REID MODLETON, INC. EXPI ED ,FEB 1.12012 REVIEWED FOR CODE COMPLIANCE APPRnVED MAR 18 2011 City of Tukwila BUILDING DIVISION rri SWENSDN SAY FACET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Siite 100 - Seattle, WA 98121 ph: 206A43.6212 fax:206.443.4870 www.swensonsayfaget.com 12-23-2010 DRAWN: DJN DESGN: EBG Q-IEgYED: ABB APPROVED: ABB REVISIONS # DESCRI PTI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE I FLY - Indoor Skydiving "The Annex Qa South Center" 301 Tukwila Parkway OWNER Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCHITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE: PERM T SHEET TITLE: LATERAL ELEVATIONS 0 w ti: 1/8" = 1'-0" PERMIT DATE: 10-13-2010 PROJECT NO: 1340-2009-01 gSHEET NO: 1 1S4.1 N NO: OF SHEETS: max.* -a -t' 6 S5.5 SHEAR FL1/4 PER SKYVENTURES DWGS 5.6 o r gni r -r LO N B OD co SHEAR PL114 PER SKYVBJTURES DWGS 1 GRD 2 ELEVATION (GRID 5 SIM) 1/8" = 1'-0" W14X43* 67'-71/8" _ _ _ _ - - SER_VI CELEV-EL 53' - 6" LOW ROOF DECK 30' - 5" OBSERVATION DECK 18'-0" PLBNUM4 1'-71/1/ 4" FLENUtv1 -15'-5" J U® 2 GRD 1 ELEVATION (GRID 6 SIM) 1/8"= 1'-0" EXPIRED FEB 112012 [0: L I J IREID Ml I DDLE T ON, INC. bto aXfl9 REVIEWED FOR CODE COMPLIANCE APPPflVFD MAR 18 2011 City of Tukwila BUILDING DIVISION .rl1'FEB 04 2011 f'v11.r, f.. •r y Er. v� SW ENSGN SAY FAGET A SIRUCTU RAL ENGINEERING CORPORATION 2124 Third Avenue - Siite100-&sattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com 2-1-2011 DRAWN: DJN DEIGN: EBG CHECKED: ABB APPROVED: ABB REVISONS # DEMI PTI ON DATE 1 Revision 1 2 Demo Permit Revisions 3 Permit Revisions 4 Permit Revisions 11-15-10 12-03-10 12-23-10 2-1-11 PROJECT TITLE I FLY - Indoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway OWN EFt Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCH! TECs: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE: CONSTRUCTI ON SHEET TITLE: LATERAL ELEVATTO N S a SCALE: 1/8" = 1'-0" ISSUE DATE 2 1-2011 PROJECT NO: 1340-2009-01 z S4.2 SHEET NO: § NO: OF SHEETS: 1 3" I max. 0 0 4' FACE OF SUPPORTING MEMBER size per schedule BEAM SIZE PER PLAN SHEAR PLATE SIZE AND BOLTS PER SCHEDULE W/ STD. ROUND HOLES IN PLATE * 1 112" FOR 3/4"o BOLTS 1 3/4" FOR 1"e BOLTS Shear Plate Schedule Beam Sze No. of Bolts Bolt Sze Rate Thickness Weld Sze Capacity W8, W10 2 3/4"0 1/4" 3/16" 8k C12,W12 3 3/4"8 1/4" 3/16" 16k W14 3 3/4"e 1/4" 3/16" 16k C15,W16 4 3/4"e 1/4" 3/16" 26k W18 5 3/4"0 1/4" 3/16" 36k W21 4 1"e 3/8" 5/16" 46k W24 5 1"e 3/8" 5/16" 63k W27 6 1"e 3/8" 5/16" 76k W30 7 1"0 3/8" 5/16" 89k BOLT TYPE • A325N, ... MATERIAL - A36 1 TYPICAL SINGLE SHEAR PLATE CON N ECTI O N AND SCHEDULE ;3/4" = 1'-0" (2) 3/4"e BOLTS AT BEAM GAGE (4) 3/4"e BOLTS AT BEAM GAGE BEAM SIZE PER PLAN BEARING PL 112" COLUMN PER PLAN 3/16 Where Beam Stops Where Beam Continues NOTE: BEAR NG PLATE THI CKNESS SHALL BE 3/4" WHERE DEPTH OF SUPPORTED MEMBER D(CEEDS24" tYP. 5 TYPICAL BEAM BEARING ON HSS OR PIPE COLUMN 3/4" = 1'-0" PL 1/2" 9 BASEPLATE -HSS COLUMN 3/4" = 1'-0" WLUMN PER PLAN (2) 3/4"e ANCHOR BOLTS COLUMN PER PLAN BEAM SI ZE PER PLAN NOTE: BEAR NG PLATE THI CKNESS SHALL BE 314" WHERE DEPTH OF SUPPORTED MEMBER EXCEEDS 24" 6 BEAM SUPPORTING HSSORPIPECOLUMN 3/4". 1'-0" 10 NOTI FY ENG NEER FOR DIRECTION IF EXCEEDED # 4 CONT. PER RAN L EDGE FORM BY METAL DEG( INSTALLER - DESIGN SUCH THAT SHOR NG IS NOT REQUI RED 12" max. BEARING PL 112" W/ (4) 3/4"o BOLTS AT BEAM GAGE / per deck welding notes 32 # 3 x L SPACED PER SCHEDULE BELOW * 3/4" CLR FROM T.O. SLAB SEE RAN FOR METAL DECK AND TOPPING WF BEAM PER PLAN Spacing Schedule L<4"* OMIT#3 BARS 4"<L<8" 32"oc 8"<L<12" 24"oc CANTILEVERED FLOOR DECK PARALLEL TO BEAM 3/4" = 1'-0" BEAM BOTH SIDES WHERE INDICATED ON PLAN BEAM SIZE PER PLAN, TYPICAL 4 3 TYPICAL BEAM TO BEAM CO N N ECTIO N 3/4" = 1'-0" AT CORNER COLUMNS EXTEND RATE FOR LARGER BEAM THROUGH S ZE WT TO SUIT TUBE DIMENSIONS CAP PL 1/4 WHERE COL ENDS PER 1/85.1 PLATE PER 1/55,1 Plan Views per schedule PLATE THICKNESS AND BOLTS PER SCHEDULE DIMENSIONS PER (1/55,1) WT SECTION W/ WEB AND FLANGE THI CKNESS AT LEAST THAT OF PLATE THI CKNESS AS SPECIREDIN(1/56.1) MEMBER SIZES PER PLAN NOTES: per (1155,1) DI MENSI ONS PER 1/55.1) • KERF NOT REQUI RED FOR W12 AND SMALLER BEAMS USE STANDARD RATE WELDED TO FACE OF TUBE • USE THICKER PLATE PER (1/S5.1) WHERE BEAMS OPPOSITE SIDES DI FFER IN SIZE " NO KERF FEQUI RED AT COLUMN CORNERS WELD PLATE TO FACE OF COLUMN. RATE THICKNESS AND BOLTING PER SCHEDULE (1155.1) KERF COLUMN AND EXTEND PLATE THROUGH COLUMN. SEE NOTES AT LEFT. 7 BEAM TO CONIINOUSHSS COLUMN - END ORCOFNER Q BEAM TO CONIINOUSHSS COLUMN - INTERIOR 3/4". 1'-0" v 3/4" = 1'-0" NOTI FY ENGINEER FOR DIRECTION IF D(CEEDED #4 OONT. EDGE FORM BY METAL DEO( INSTALLER - DESIGN SUCH THAT SHORING IS NOT REQUI RED 11 SHEAR CONNECTORS PER PLAN WHERE OCCURS per deck " welding notes 32 # 3 x L SPACED PER SCHEDULE BaOW * 3/4" CLR FROM T.O. SLAB SEE PLAN FOR METAL DECK AND TOPPI NG WF BEAM PER PLAN Spacing Schedule L <6"* OMIT#3 BARS 6"<L<10" 32"oc 10"<L<18" 24"oc CANILEVERED FLOOR DECKPEFPENDICULARTO BEAM 3/4". 1'-0" 1s #3x Z@24"oc 16 DROP DECK PER RAN EXPIRED FEB 11.2012 INTERIOR 12 FLOORDECKSIbi-' LOCATION PER ARCH 1 4 ,1. — -▪ -lEID MIDDLETON, INC. 3/16 V \26 PROVI DE L 21 /2x2 1 12x3/ 16 CODECOMPL AVIEWED NCE APDPnvro MAR 182011 City of BUILDING DIVISION 3/4". 1'-0" w w 5 0) 4S5.1 NO: OF SHEETS: tr. v� SWENSON SAY FACET A SIRUCTU RAL ENGINEERING CORPORATION 2124 Third Avenue -S.iite 100- Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com 12-23-2010 DRAWN: DJN DESGN: EBG CHECKED: ABB APPROVED: ABB REVISONS # DESC U PTI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE: I FLY - Indoor Skydiving "The Annex ©South Center" 301 Tukwila Parkway OWNER Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARC ITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE: PERM T S-IEET TI TLE: TYPICAL S I EEL DETAILS 3/4" = 1'-0" PERMIT DATE:1 0- 1 3-20 1 0 PROJECT NO: 1340-2009-01 SHEET NO: " 1 1. FOR HOLES 4" DIA. OR LESS OR 4" SQUARE OR LESS: • NO STRENGTHENI NG IS REQUIRED PROVI DED THAT HOLES ARE NOT CLOSER THAN 12"oc 2. FOR HOLES GREATER THAN 4" UP TO 8" DIA. OR 8" SQUARE: PROVIDED HOLES ARE NOT CLOSER THAN 3'-0"oc #4 TR M BAR (4 SIDES) 6" MIN. TERMINATE EXTEND 2'-0" BEYOND PLATE ON RIDGE TO OPENING WELD Section at Deck With Concrete Fill 3. FOR HOLES GREATER THAN 8" UP TO 24" DIA. OR 24" SQUARE: PROVIDE L 2x2xE AS SHOWN BELOW: 314" plug welds typ. Section A 3" max. 1$ 24" fa' HOLE max. 3/4 Square or Round Holes of Deck Without Concrete Fill 12 GA. STEEL STRENGTHENING PLATE 1/2" WELDS@ 4"oc MAX Section A 1/2" LONG R LLET WELDS EA. RIDGE 2 CELLS FOR C,8" TO 14" OR 3 CELLS FOR C=14" TO 24" (TYP, ) Pia #4TRMBAR (4SIDES) EXTEND 2'-0" BEYOND OPENING C8x11.5 C8x11.5 N CO COU MAIN BEAMS Partial Plan NOTES 1 WELD DECK TO MEMBERS WITH 1/2" DIA. PUDDLE WELDS @ 6"oc ALL AROUND TYPICAL BEAM TO BEAM CONN. METAL DECK SPANS IN THIS DI RECTION FLO O R DECK REI N FO RCEM EN T AT SMALL OPEN IN GS FLOOR DECK REIN FO RCEM EN T AT LARGE OPEN IN GS 3/4"= 1'-0" 14 G4. GALV. BENT PL EDGE FORvI I 5 RO O F D ECK PARALLEL TO BEAM 3/4" = 1'-0" (2) #4 GUARDRAIL PER ARCH 9 SECTION 3/4". 1'-0" w 0, i DECKING L 3x3x5/16 e L 3x3x5/16 a LU C13 L 3x3x5/16 10000 L 3x3x5/16 Plan View w CO L 3x3x5/16 EACH SIDE NOTES: " WELD DECK TO ANCIES W/ 1/2"e PUDDLE WELDS @ 6"oc ALL AROUND • NO REINFORCING 15 REQUI RED FOR SINGLE OPENI NGS 4"e OR 4" SQ. OR LESS • LARGER OPENI NGS MUST BE COORDINATED W/ARCHITECT & ENGINEER D/30 HOLES (MAX.) METAL DECK WELDS ALL AROUND HOLE LOCATE C8 AT FIRST LOW FLUTE NEAREST EDGE OF OPENING Section A FOR HOLES GREATER THAN 24"0 OR 24" 3Q. - U.O.N. ON PLAN PROVIDE (2)L 6x4x5/ 16 OR 4" Fi LLEF WELD 4" LONG EACH S DE OF WEB AT CONTRACTORS OPTI ON 1" RADIUS CORNERS 1. CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF ALL BEAM PENETRATIONS WITH MECHANICAL DRAWINGS. ALL PENETRATIONS LARGER THAN 2"0 SHALL BE 9HOWN ON SHOP DRAWI NGS OR SKETCHES AND SHALL BE SUBMITTED TO THE ENGI NEER FOR APPROVAL. FIELD CUTTING NOT PERMITTED WITHOUT APPROVAL 2. OPENINGS MAY OCCUR IN MIDDLE HALF OF BEAM LENGTH ONLY. 3. NO CUTTING MAY OCCUR IN TOP OR BOTTOM QUARTER OF BEAM DEPTH. 4. ADJACENT OPENINGS MUST BE SPACED AT THE LESSER OF, 12" OR 2.5 x LARGER OPENING S ZE, EDGE TO EDGE 5. MAXI I MUM SIZES OF OPENINGS SHALL BED/3 a OR D/3 x 2D/3 AS SHOWN. 6. NO OPENINGS SHALL OCCUR WI THI N 12" OF AN ADJACENT BEAM CONNECTION. 7. REQUIRED OPENINGS NOT MEETING ABOVE CR TERA SHALL BE SUBMITTED TO ENGI NEER FOR REINFORCING DESGN. 6 ROOF DECK REI N FO RCEM EN T AT O PEN I N G S STEEL BEAM PEN ETRATIO N S 314" = 1' 0" 3/4" = 1'-0" COLUMN CONTINUOUS WHERE INDICATED ON PLAN BEAM EACH SIDE WHERE INDICATED ON PLAN COLUMN SIZE PER PLAN // // per (St -1-01) BEAM SIZE PER PLAN PLATE THICKNESS AND BOLTING PER SCHEDULE (1/85.1) 8 BEAM TO COLUMN FLANGE CONN ECTI O N 3/4"= 1'-0" ROOF DECK PER PLAN CLOSURE AS READ EXt1RED FEB 1.12012 CONC ON MIL DECK PER PLAN L5x3x114 LLH 12 2-24 METAL DECK STEP 71 --1 j F 3 REID MIDDLETCYN1 INC se REVIEWED FOR CODE COMPLIANCE APDQfVFD MAR 18 ZU'il City of Tukwila BUILDING DIVISIiim 1 1/2"= 1'-0" COPYRIGHT©2007 SWENSCN SAY FACET- ALL RIGHTS RESERVED SWENSON SAY FAGET A SrRUCTURALENGINEERING COFFORATION 2124 Third Avenue • Siite 100 •&lett le, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayf aget.com 12-23-2010 DRAWN: DJN DESON: EBG CHs®: ABB APPROVED: ABB REVISONS # DESCRIPTION DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PRO,JE{T TITLE I FLY - I ndoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway OWNER: Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCHITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE PERM T SHEET TITLE: TYPICAL SI EEL DETAILS As indicated PERMIT DATE:10-13-2010 PROJECT NO: 1340-2009-01 SHEET NO: S5.2 NO: OF SHEETS: >2"min ,4- ,I OR2.5x SIZE fb c2 g e 2/3D , x max. 1. CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF ALL BEAM PENETRATIONS WITH MECHANICAL DRAWINGS. ALL PENETRATIONS LARGER THAN 2"0 SHALL BE 9HOWN ON SHOP DRAWI NGS OR SKETCHES AND SHALL BE SUBMITTED TO THE ENGI NEER FOR APPROVAL. FIELD CUTTING NOT PERMITTED WITHOUT APPROVAL 2. OPENINGS MAY OCCUR IN MIDDLE HALF OF BEAM LENGTH ONLY. 3. NO CUTTING MAY OCCUR IN TOP OR BOTTOM QUARTER OF BEAM DEPTH. 4. ADJACENT OPENINGS MUST BE SPACED AT THE LESSER OF, 12" OR 2.5 x LARGER OPENING S ZE, EDGE TO EDGE 5. MAXI I MUM SIZES OF OPENINGS SHALL BED/3 a OR D/3 x 2D/3 AS SHOWN. 6. NO OPENINGS SHALL OCCUR WI THI N 12" OF AN ADJACENT BEAM CONNECTION. 7. REQUIRED OPENINGS NOT MEETING ABOVE CR TERA SHALL BE SUBMITTED TO ENGI NEER FOR REINFORCING DESGN. 6 ROOF DECK REI N FO RCEM EN T AT O PEN I N G S STEEL BEAM PEN ETRATIO N S 314" = 1' 0" 3/4" = 1'-0" COLUMN CONTINUOUS WHERE INDICATED ON PLAN BEAM EACH SIDE WHERE INDICATED ON PLAN COLUMN SIZE PER PLAN // // per (St -1-01) BEAM SIZE PER PLAN PLATE THICKNESS AND BOLTING PER SCHEDULE (1/85.1) 8 BEAM TO COLUMN FLANGE CONN ECTI O N 3/4"= 1'-0" ROOF DECK PER PLAN CLOSURE AS READ EXt1RED FEB 1.12012 CONC ON MIL DECK PER PLAN L5x3x114 LLH 12 2-24 METAL DECK STEP 71 --1 j F 3 REID MIDDLETCYN1 INC se REVIEWED FOR CODE COMPLIANCE APDQfVFD MAR 18 ZU'il City of Tukwila BUILDING DIVISIiim 1 1/2"= 1'-0" COPYRIGHT©2007 SWENSCN SAY FACET- ALL RIGHTS RESERVED SWENSON SAY FAGET A SrRUCTURALENGINEERING COFFORATION 2124 Third Avenue • Siite 100 •&lett le, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayf aget.com 12-23-2010 DRAWN: DJN DESON: EBG CHs®: ABB APPROVED: ABB REVISONS # DESCRIPTION DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PRO,JE{T TITLE I FLY - I ndoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway OWNER: Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCHITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE PERM T SHEET TITLE: TYPICAL SI EEL DETAILS As indicated PERMIT DATE:10-13-2010 PROJECT NO: 1340-2009-01 SHEET NO: S5.2 NO: OF SHEETS: 1 SECTION 1 1/2"= 1'-0" CMU WALL PER PLAN SLAB ON MTL DEO( PER PLAN L6x4x112 LLH W/ 3I4"DIAx6" TI TBV HD ANCHORS @24"OC PL 114 W/ (2) 3/4" DIA BOLTS HSS BM PER ELEV 5 SECTION 1 1/2" = 1'-0" 9 SECTION 1 1/2" = 1'-0" HSS BM PER LEV COL PER PLAN 3/16 3/16 314" PL1/4 2 SECTION 1 1/2"= 1'-0" CMU WALL PER PLAN L6x4x5/16 LLH W/ 5/8" DIA x 5" TITEN HD ANCHORS @ 36" OC 16G4 CLOUSER AS REQD 11112" 3 SECTION 1" = 1'-0" 112" EXPANSION JOINT MATERIAL SOGPBRFLAN BM FER FLAN BM POCKET AND CONN DETAIL PER SKWENTURE DETAIL E/ S113101 10 SECTIO N 1"= 1'-0" •1:. PLENUM DECK 1' - 7114" PLENUM DECK TOS WALL FE( PLAN 1' 31/4" NOTE 1. BRACE CONNECTION PER 7/55.5 NOT SHOWN FOR CLARITY. CONT. L 6x2x16ga W/ # 10 SCREWS @ 6"oc INTO METAL DECK & 3/8"0 x 13/4" TITEN SCREWS @ 6"oc INTO CMU NOTE: 1. POCKET (E) STEEL JOI STS IN CMU WALL AND OMIT 940R NG IF REQUI RED DUE TO U MI TED ACCESS TO ADJACENT SPACE OR CONSTRUCTION SEQUENCING DI RECTED BY ARC -fl TECT OR OWNER L3x3x3116" W/ (2) 1/2' DIAx 3" WHS @ 8" OC 7 SECTION 3/4". 1'-0" STIFF. PL, TYP. SEE SCHED. FOR THICKNESS stiff. PL to col. fl. weld per sched, beam , @ column , u.o.n. Plan (( 21 /2" 1,6 112" shear PL to stiff. PL weld per seed. BOLTS, PLATES, AND WELDS PER 1/S5.1 UNLESS NOTED HERE col, web weld per schedule 3" IFbf < 91/2" . 31 Elevation 4"IF91/2"<bf<111/2" 5" IFBF> 11 1/2" * 1 1/2" FOR 3/4"e BOLTS 1 3/4" FOR 1"0 BOLTS 11 BEAM TO COLUMN WEB CONNECTION 3/4". 1'-0" (2)# 4 CONT. TOP (2)# 4 x 4'-0" BELOW BEAM OONNECTI ON 8" CMU WALL PER PLAN 4 SECTION 3/4". 1'-0" EL. PER ARCH. 2x8 TOP PLATE WI 112"e Aa @48"oc (embed 5") C7x9,8 x 24" W/ (2) 5/8"a x 6" WHS @ 16"oc (break CMU face shell as required for installation) STEL _ SA F R PLAN OONN, PER 1/S3.1 (field weld) 8" CMU WALL PER PLAN (2)#4 x 8'-0" ABOVE & BELOW BEAM CONN. 8 SECTION 3/4" = 1'-O" C15x33,9 x 24" W/ (2) 5/8"0 x 6" WHS @ 8"oc 6 TOTAL (break CMU face shell as req'd for installation) STEEL BEAM PER PLAN CONN, PER 1/S5.1 (field weld) EXPIRED FEB 1.12012 REVIEWED FOR CODE COMPLIANCE APPIVIVFD MAR 182011 City of Tukwila BULGING DIVISION Shear & Stiffener Rate Schedule � E V /1 [ J I t: RE!D MIDDLE -TON, INC. -1, ,_± Beam Size Stiff. Rate Thickness Shear Rate to Col. Web Weld Shear Rate to Stiff. Weld Stiff. to Col. Flange Weld Capacity W8, W10 1/4" 3/16" 3/16" 3/16" 8k W12 1/4" 3/16" 3/16" 3/16" 16k W14 1/4" 3/16" 3/16" 3/16" 16k W16 1/4" 3/16" 3/16" 3/16" 26k W18 3/8" 3/16" 3/16" 3/16" 36k W21 1/2" 5/16" 5/16" 3/16" 46k W24 5/8" 5/16" 5/16" 1/4" 63k W27 5/8" 1/4" 1/4" 1/4" 76k W30 7/8" 1/4" 1/4" 5116".�.�-..._...__,,.89k..._ I r_ti I:I: r i r n (1 i i . i., k FEB 04 2011 REID viIJL vi SUVENSDN SAY FA GET A STRUCTURAL ENGINEERING OORFORATION 2124 Third Avenue- SLite 100 - Seattle, WA 98121 ph: 206443.6212 fax: 206.443.4870 www.swensonsayfaget.com 2-1-2011 DRAWN: DJN DEIGN: EBG CHECKED: ABB APPROVED: ABB REVISONS # DESCRI FTI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions 4 Permit 2-1-11 Revisions PROJECT TITLE I FLY - I ndoor Skydiving "The Annex © South Center" 301 Tukwila Parkway OWNER: Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCHITECT: Jensen Fey Architecture and Banning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE CONSTRUCT ON SHEET TI TLE: STEEL SECTIONS AND DETAILS scALE' As indicated ISSUE DATE: 2-1-2011 PROJECT NO: 1340-2009-01 SHEET NO: S5.3 NO: OF SHLtIS: T PLENDPECT�.I9� 1'-31/4" BM FER PLAN PL3/8 PER SKT'VENTURE DETAIL ITSB-3101 WALL RB NF NOTE: s• • L POUR ANGLE 9(YVENTURE DRAWINGS EMBED PL1/2x101/2x101/2" WI (4) 718" DIA x 8" WHS AT71/20C 1.811 DETAIL 10/S5.4 FOR INFORMATION NOT SHOWN. 5 DETAIL 1" = 1'-0" PLENUM DECK 11- 71/4" CORBEL RB NF NOT SHOWN FOR CLARITY TYP> SOG PER PLAN PLEMIUN. DECK 1'-71/4" CP 1/4 PL1/2, EA SIDE f.• COL PER ELEV /CP FLG & \ \WEB SIM BRACE CONN BEYOND 2" GROUT TYP CRUCIFORM PL PL1/2x3"SQ FL WASHER AT EA ANCHOR BOLT BASE PL2 W/ (4) 11/4"DIA F1554-105 KSI ANCHOR BOLTS W/ 4-0" EMBED 5/16 5/16 3 3/4" 31/4" • 111 cc 3/4" 31/4" N EL 1'-3" STIFF PL1/2X8 COLUMN BLOCKOUT AS REQD FOR COLUMN BASE PL BASER SEE DETAIL BELOW WALL PER PLAN REINF PER 10/S5.4 CONT TO FOOTING CO PL1 x4x1'-T N M FL1x12x1'-2" BASE PLATE DETAIL 9 DETAIL 1"= 1'-0" BRACE FER ELEV CONN PER 5/S5.5 w,QVUUI LtECSC TOS 1'-31/4" 6 DETAIL 1" = 1'-0" NOTE BM FER PLAN BM POCKET AND CONN DETAIL PER SKYVENTURE DETAIL HSB-3101 WALL RB NF "// • 1. SEE DETAIL 7/55,4 FOR I NFORMATI ON NOT SHOWN. (2) #4 TOP —___—__—__—__--- PLENUM DECK EL 1' - 7114" 1'-4" #5@12"HORIZ EXTB'ID VERT RB NF FROM WALL BELOW CONTINUE HORZ WALL REI NFTHROUGH R LASTER CONC WALL AT 12/55.4 SIM 8" 10 s: • -41 0 ANGLES PER SKYVENTURE DEIN LOSB-3101 7 DETAIL 1"= 1'-O" PLAN V-0" 11 NOTES: 4 • COL PER ELEV WHERE OCCURS BASE R- PER SKYVENTURE DETAIL OSB -3101 PLENUM DECK EL �. 1' - 71/4" 1 1'-4" 8" PAVING PER ARCH/0 VI L EL Anth VARIES Kir 1. SEE DETAIL 10/S5.4 FOR INFORMATION NOT SHOWN. PLAN V-0" ANGLE AND Bv1B® FM SKYVENTURE DETAIL 0ISB-3101 8 DETAIL 1"= 1'-0" (2) #4 TOP PLENUM DECD( • 1 - 7 1/4" EXTEND VERT RB NF FROM WALL BELOW RE NF PER PLAN EXPIRED #6 VETS IN LIEU OF #8S PER 10/S5.4 FEB 112012 r REVIEWED FOR CODE COMPLIANCE APPQnVFD MAR 182011 C City of Tukwila WILDING DIVISION CONC WALL PER PLAN J -------------__—_- PLENUM DECK 1'-7114" I1 • t<< • 1 12 DETAIL 1". 1'-0" 1 PAVING PER ARCH/CIVIL EL VARIES RE/O M)DDLETON INC. w rrs SWENSON SAY PAGET A STRUCTURAL ENGINEERING COPFOPATION 2124 Third Avenue - &lite 100 -Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com 12-23-2010 DRAWN: DJN DESGN: EBG CHEF: ABB APPROVED: ABB REVISONS # DESCRI PTI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PRaE r TITLE I FLY - I ndoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway OWNER Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCHITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE PERM I T SHEET TITLE: STEEL SECTIONS AND DETAILS As indicated PERMIT DATE: 10-13-2010 PROJECT NO: 1340-2009-01 SHEET N0: S5.4 NO: OF SHITS: WP 1/2" 2" 2" N N\ 0 0 0 >� 0 5 DETAIL 1 1/2"= 1'-0" 5/16 PL TO WEB> 5/16 TYP 0 5/16 5/16 BM PER RAN SHIM AS READ COL PER ELEV 5/16 5/16 5/16 CP BRACE PER ELEV PL3/4, EA SI DE TYP CLI P CORNERS ALONG WEB TO "k'+ 11/2" (min) AND ALONG FLANCE AT "k1" + 1/2" (max) CONN PER51S5.5 GUSSET 115/8 5/16 5/16 — PL1x8 SLOTTED AND CTR ON GUSSET a \a' •L* :% SHIM AS RECD PL1xBxREQD W/ (6) 718 BOLTS @4" EA SIDE COL P63 ELEV 11" PL3/4 BEAM PER PLAN SHADED AREA INDICATES ADDITIONAL BEAM PROTECTED ZONE TO OOMPLY WITH THE RESTRICTIONS OF 9/S5.6 PL1112x BM FLG WIDTH W/ (20) 11/8" BOLTS@ 5' GAGE PL3/4x6 SLOTTED AND CTR ON GUSSET 516 9 DETAIL 1 1/2"= 1'-0" STIFF PL1/2 TOP & BOT COL PER ELEV F1314x6xRE W/ (4) 7/8' BOLTS @3" EA SIDE, TYP 6 DETAIL 1 1/2"= 1'-0" NOTES 1. DC' INDICATES WELDS THAT ARE DEMAND CRI TI CAL AND SHALL MEET THE WELDING REQUI REMENTS OF GENERAL STRUCTURAL NOTES 10 i / / DETAIL P COL PER ELEV WT6x13W/ (2) 3/4" DIA BOLT IN STD HOLES N N GUSSET R5/8 STIFF PL3/8 EA SIDE, TW BRACE PER ELEV CONN PER 5/S5.5 TYP / 7 DETAIL 1 1/2" = 1'-0" 1112"- d' 1 1/2" / / / / N TYP> 3/16 K 0 0 CO BM PER PLAN OMIT TOP BRACE AND GUSSET AT SIMILAR CONDITION. WT6x13 W/ (2) 3/4" DIA BOLT IN LONG -SLOTTED VERTICAL HOLES GOLFER 8iV 5/16 GUSSET PL5/8 / BRACE FER ELEV SWT AS READ OK TO SQUARE USE SQUAFE CORNER AT CONTRACTORS OPTION CONN PER 9/S5.5 BRACE PER ELEV 1 1/2"= 1'-0" CHANNEL PER ELEV 15/8" 4 1/4" 15/8" SECTT O N EXPIRED FEB 112912 U [sw�l�vlfl;,...,. REID MIDDLETON, INC. bto- „(o 1 2 DETAIL 1 1/2"= 1'-0" 1 5/8" BENT PL3/8 W/ (2)11/16" DIAOVS HOLES FORM" DIA BOLTS, SLI P CPJTI CAL CL ASS A FAVI NG SURFACE REVIEWED FOR CODE COMPLIANCE APPPnVED MAR 182011 City of Tukwila BUILDING DIVISION i L FEB 04 2011 FD * ,.11.4. �t i ON1, BiNJC. 1 rri SWENSDN SAY FAGET A SERUCTU RAL ENGINEERING CORPORATION 2124 Third Avenue - Siite100•attle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsaylaget.com 2-1-2011 DRAWN: DJN DESIGN: B3G CHECKED: ABB APPROVED: ABB REVISONS # DESCRIPTION DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions 4 Permit 2-1-11 Revisions PROJECT TITLE: FLY - I ndoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway OWNER: Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCHITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE CONSTRUCT ON SHEET TITLE: STEEL SECTIONS AND DETAILS 1 1/2" = 1'-0" ISSUE DATE 2-1-2011 PROJECT NO: 1340-2009-01 SHEET NO: S5.5 NO: OF SHEETS: CAP PL1/2 BM PER PLAN /f 5 DETAIL 1 1/2"= l' -O" NOTES: 0 0 0 0 2 2 COL PER ELEV BRACE PER ELEV Fig. C I-13.6. ,Protected zone of inverted -V braced frame. Fig. C -I-13.7. Protected zone of X -braced frame. FIGURES (FROM ASCE 341-05) SHOWING PFOTECTED ZONES OF SEI SMI C BRACT NG MEMBERS AREAS WI THI N THE PROTECTED ZONE SHALL COMPLY WITH THE FOLLOWING: 1. DISCONTINUITIES CREATED BY FABR CATION OR ERECTION OPERATIONS, SUCH AS TACK WELDS, ERECTION AIDS, Al R -ARC GOUGING AND THERMAL CUTTING SHALL BE REPAI RED AS REQUI RED BY THE ENGINEER OR RECORD. 2. WELDED SHEAR STUDS AND DECKING ATTACHMENTS THAT PENETRATE THE BEAM FLANCf SHALL NOT BE PLACED ON BEAM FLANGES. DECKING ARC SPOT WELDS AS REQUI RED TO SECURE THE DECKI NG ARE PERMITTED. 3. WELDED, BOLTED, SCREWED, OR SHOT I N ATTACHMENTS FOR PER METER EDGE ANGLES, EXTERIOR FACADES PARTITIONS DUCT WORK, PIPING OR OTHER OONSTRUCTI ON SHALL NOT BE PLACED. BRACE FRAME PROTECTED ZONES CAP PL112 WP 0 0 1/4 1/4 1/4 /SHEAR PL TO CAP PL r BM PER RAN k 6 DETAIL 1 1/2" = 1'-0" }' 10 DETAIL STIFF PL1/2 COL PER ELEV CHANGE SLOFE OF SHEAR TAB TO MATCH COLUMN SLOPE GUSSET PL5/8 CONN PER 9/S5.5 PL1xREQD W/(8)7/ BOLTS AT B GAGE, TYP BM PER RAN STIFF PL3/8 (ONE SIDE) 1 112" 2" 8" WP 5/16 5/16 BUILT UP BM PER SKYVENTURES DEIN L Q1SB-3210 N 8 PL SPLICE (OR BEND PL AND OMIT WELD SPLICE) 7 DETAIL 1 1/2"= 1'-0" STIFF PL3/8 5/16 O 5/16 STIFF P1.3/8 (ONE SIDE) TYP 5/16 0 0 ANGLE PER SKYVENTURE DETAIL B/SB-3208 (COPE LEG AROUND GUSSET IF READ, MAINTAIN 2' EDGE DIST) PL PER SKYVBVTURE DETAIL BISB-3208 WHERE PEQD TYP GUSSET PL TO STIFF PL 1/4 1/4 5/16 5/16 BRACE PER ELEV 8 DETAIL 1 1/2"= 1'-0" PL3/8 CONTI NOUS BETWEEN PROTECTED ZONES AT BEAM BUDS AS INDICATED ON 6/S5.5 1 1/2"= 1'-0" 1 -I SECTION 1"= 1'-0" GUSSET PL PER 7/S5.5 STIFF R /8 TOP AND BOT EA SIDE OF GUSSET BM PER FLAN TYP 1/4 CONN PER5/S5.5 EXPIRED KB 1,12012 biO't& REVIEWED FOR CODE COMPLIANCE ApnVED MAR 18 2011 City otTukwila BUILDING DIVISION C 1'IJi; -: to _ ill li L . FOOD MIDDLE TON INC, I -} FEB 04 2011 ^^SI5D o.Chl,, INC. COPYRIGHT©2007 SWENSGN SAY FACET • ALL RIGHTS RESERVED rri SWENSON SAY FAGET A SFRUCTU RAL ENGINEERING CORPORATION 2124 Third Avenue- &lite 100 - Seattle, WA 98121 p h : 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com 2-1-2011 DRAWN: DJN DESGN: E BG CHECKED: ABB APPROVED: ABB REVISONS # DESCRIPTION DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions 4 Permit 2-1 -1 1 Revisions PROJECT TITLE FLY - I ndoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway OWNER Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCHITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE: CONSTRUCTI ON S-IEET TI TLE: STEEL SECTION S AND DETAILS XALE: As indicated ISSUE DATE: 2-1 201 1 PROJECT NO: 1340-2009-01 SHEET NO: S5.6 NO: OF SHEtlb. CONN PER SKYVH'IrURE PJSB-3401 ADJUST COL SI FF PL ELEV AND COPE SHEAR AS READ 0 0 BM FEB PLAN SEC11 O N 1" = 1'-0" // EDGE ANGLE PEFI SK'NHVTURE CONN PER 3/S5.1 1/4 1/4 1/4 PL1/2x6x1'-3" W/ (8) 314" BOLTS @ 3" GAGE BVI PER PLAN <T&B FLANGE 5 Revation 2 - a 1/4" = 1'-0" PL1/4x6xRQD W/ (8) 3/4" BOLTS @ 3" GAGE CONN PER SKYVENTURE D/SB-3401 BM FE PLAN 2 SECTION 1" = 1'-0" 3/16 3/16 OPTIONAL EDGE ANGLE PEA SKYVSJTURE 1 1/2" OMIT ANGLE THISSIDEATSIM GIRDER PER PLAN L7x4x318x6" w (4) 3/4" BOLTS @3" GAGE, EA SIDE 1/4 BM PHI PLAN 6 S5.1 2 C6X8.2 SIDING PER1 ARG -I \b C6X8.2 2 2 06X8.2 2 SBM CE LEVEL 53' - 6" LOW ROOF DECK( 30' - 5" PL1/4 THROUGH COL W/ BOLTS PER 11%.1 1 BM PER PLAN _ _ _ _ _ _ _ _ + _ _ OBSERVATION DECK 18'-0" OBSERVATION DECK TOS Illr 17'-7" 1/4 3 SECTION 1"= 1'-0" COL PER PLAN BASE PL1/4 ON COL BM PER FLAN WALL SOFFIT 1. PER ARCH CONN PEI 5/55.1 COL PEI PLAN 1 112" 4 SECTION 1" = 1'-0" SECTION 4A L5x5x5/16 EA SI DE W/ (2) 3/4" DIA THRU-BOLT IN VERTICAL LONG SLOTTED HOLES 518" DIA BOLT FOR ERECTION, OPT 1 1 SECT1O N 1 1/2"= 1'-O" HSS BM PER PLAN _ALTOS VERIFYW/ STOREFRONT N. MNFR WT5x9x0'-T' —1 1/4 1/4 b(0-�9(v 12 SECTION 1 1/2"= 1'-0" // 1 I I I � I I I I I f FEB 1.12012 HS5 001 PER (s > 111 ic; jr"` .� r yl1 �� +` 5/t" DIA BOLT ERECTION, 0 REID MIDDLE T N C. REVIEWED FOR CODE COMPLIANCE APPRAVED MAR 18 21111 City of Tukwila BUILDING DIVISION rr SUVENSGN SAY FACET A STRUCTU RAL ENGINEERING COPFORAI1ON 2124 Third Avenue -Saite 100 -Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayf aget. com 12-23-2010 DRAWN: DUN DESGN: EBG CHECKED: ABB APPROVED: ABB REVISONS # DESCRI PTI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE: FLY - I ndoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway OWNER Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCHITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 F'H 425-216-0318 FX 425-216-0329 ISSUE PERM I T SHEET TITLE: 31±1 SECTIONS AND DETAILS 0 C TALE: As indicated PERMIT DATE: 10-13-2010 PROJECT NO: 1340-2009-01 LL SHEET NO: 2 S5.7 NO: OF SHEETS: CORRUGATED MTL EXTEPI OR SI DI NG ATTACHMENT PER 5/S5.8 1 SECTION 1 1/2" 1'-0" # 12 SCREWS TO SUPPORTS (MAX SPACING 7'-0") OPTIONAL PATTERN STEEL DECK & LINING PER SKYVENTRUE DWGS GIRT PER ELEV 2 SECTION 1 1/2"= 1'-0" # 14 LAP SCFEWS @ 18" OC MAX MASTIC TAPE NOTES: 1. PROVIDE MISCELLANEOUS TRI M PIECES AS REQUIRED PER ARCH AND MANUFACTURERS RECOMMENDATIONS. 2. I NSTALL STUD BLOCII NG OR HAT CHANNELS AS REQUI RED FOR SCREW FASTENI NG AT METAL STUD WALLS VERT FY ALL WALL FASTENING AND DETAI LNG WITH ARHI TECTURAL DRAWINGS. 3 TYP WALL SIDING ATTACHMENT 3" = 1'-Q" PUDDLE WELD LOCATIONS 5 316"k k2 5/8" ji 2 Verco N-24, G60 Galvanized w/Following Min. Properties SHEAR CAPACITY REQ'D = 410 WI ft 18 GA. 1 = +1.223/-1.223 in.4 S. +0.731/-0.776 in.3 Fy = 40 ksi PROVIDE VENTING FOR CONCRETE TOPPING WHERE OCCURS 9 3" ROOF DECK 3/4". l'-0" MAXIMUM DECK SPAN = 12'-0" c. TO c. 2. PROVID nn/\nr # 12 SCFEWS Plan PROVIDE MIN. 3/16 THICK ANGLE AROUND COLUMN AS REQD. FOR DECK SUPPORT DECK ORIENTATION VARIES • SEE PLAN tYP. 3/16 Elevation 8 FLOORDECKSUPPORTATCOLUMNS 3/4" = 1'-0" IAMETER PUDDLE WELDS PER SHEET TO ALL SUPPORTS PERPENDI Its t' R TO DECK FLUTES 3. PROVI D: PUDDLE WELDS @ 12"oc TO ALL PERI METER SUPPORTS, PROVI D: DDLE WELDS @ 12"oc WHERE DEO( ORIENT TI ON CHANGES AND OTHER SUPPORTS PARALLEL TO DECK FLUTES 4. CONNECT DECK SEAMS WITH 1 1/2" TSW AT 24"oc. 5. DEO( TYPE MUST STRICTLY MEET CRITERIA LISTED ABOVE INCLUDING I.C.B.O. RESEARO-I REPORT ALLOWABLE SHEAR LOADS SUBMIT DECK I NFORMATI ON TO ENGINEER PRIOR TO BEG NNI NG SHOP DRAWINGS 6. REINFORCE DECK OPENI NGS PER 6/S6.2 10 6x6 W1.4xW1.4 WWM PLAN NOTES: SIM AT HSS COLUMNS Cra \ x x x tx x x x 11314" min. Verco PLB Formlock, G60 Coating w/Following Min. Properties PANEL WIDTH = 36" 20 GA. I=.216in. 4 S=,235in.3 Fy = 38 ksi SHEAR CAPACITY REQ'D = 1900 #/ft ROOF ROOF 67' - 7 1/8" SERVICE LEVEL co coco 67' - 7 1/8" SERVICE LEVEL 53' 6"co LOW ROOF DECK 0 co Sift WOW 53' - 6" LOW ROOF DECK 30' - 5" OBSE BSERVATION DECK o CO X vt X C HSS4X4X3/16 30'-5" DECK 18,_0., PLENUM DECK HSS4X4X5/1 6 3 HSS6X6X5/16 _ HSS4X4X1/4 X 3 HSS4X4X5/16 18'-0" PLENUM DECK 1'-71/4" PLENUM 1'-71/4" PLENUM 15'-5" -15'-5" Column Locations A-0.4 A-2.5, A-3.5, A-4.5, E-2.5, E-3.5, E-4.5 A 3 A 4 A(7' - 3 3/8")-3(-3' - 9"), A(7' - 3 3/8")-4(3' - 9"), D(-7' - 1 1/2")-3(-3' - 9"), D(-7' - 1 1/21-4(3' - 9") A(-7 3/8")-5(-8' - 2 9/16") A(-7 3/8")-6(6' - 2 3/B"),.4 A C.3-0.4 E-3, E-4 AA.7-0.5 .4-AA.7 STEEL COLUMN SCHEDULE 1/8"= 1'-0" 1. PROVIDE (4)112" DIAMETER EFFECTIVE PUDDLE WELDS PER SHEET TO ALL SUPPORTS PERPENDICULAR TO DECK FLUTES. 2. PROVIDE 1/2" DIAMETER PUDDLE WELDS AT 12"oc TO ALL BRACED FRAME BEAMS. PROVIDE 1/2" DIAMETER PUDDLE WELDS AT 12"oc TO ALL BEAMS MARKED STRUT. PROVIDE 1/2" DIAMETER PUDDLE WELDS AT 17'oc WHERE DECK ORIENTATION CHANGES AND OTHER SUPPORTS PARALLEL TO DECK FLUTES. 3. CONNECT DECK SEAMS WITH BUTTON PUNCHES @ 36"ac. 4. DECK TYPE MUST STRICTLY MEET CRITERIA LISTED ABOVE INCLUDING I.C.B4O. RESEARCH REPORT ALLOWABLE SHEAR AND SUPERIMPOSED LOADS. SUBMIT DECK INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 5. REINFORCE DECK OPENINGS PER 1/S5.2 AND 31S5.2. 6x6 W1.4xW1.4 WWM EXFIRED 0 10-a9(0 U Cr) FEB 112012 % \ .( % A 141/2" min, Verco W2 Formlock, G60 Coating w/Following Min. Properties PANEL WIDTH = 36" 20 GA. 1= .423 in. 4 SHEAR CAPACITY REQ'D = 1900 Nit 1 1/2"+ 2 1/2" FLOORDECK i i 2"+ 3" FLOOR DECK 3/4" = 1'-0" I I 3/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPRinVFD Ha 18 2011 City ot Tukwila BUILDING DIVISION D (;1V1tiE 4i( Th 1 FE) 71! REID MIDDLETON, INC. 1. PROVIDE (4)1/2" DIAMETER EFFECTIVE PUDDLE WELDS PER SHEET TO ALL SUPPORTS PERPENDICULAR TO DECK FLUTES. 2. PROVIDE 1/2" DIAMETER PUDDLE WELDS AT 12"oc TO ALL BRACED FRAME BEAMS. PROVIDE 112" IAM ETES PUDDLE WELDS AT 12"oc TO ALL BEAMS MARKED STRUT. PROVIDE 1/ " DIAMETER PUDDLE WELDS AT 12"oc WHERE DECK ORIENTATION CHANGES AND OTHER SUPPORTS PARALLEL TO DECK FLUTES. 3. CONNECT DECK SEAMS WITH BUTTON PUNCHES @ 36"oc. 4. DECK TYPE MUST STRICTLY MEET CRITERIA LISTED ABOVE INCLUDING I.C.B4O, RESEARCH REPORT ALLOWABLE SHEAR AND SUPERIMPOSED LOADS. SUBMIT DECK INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 5, REINFORCE DECK OPENINGS PER 1/S5.2 AND 3/35,2, COPYRIGHT©2007 SWENSCN SAY FAGEY-ALL RIGHTS RESERVED vi SWENSDN SAY FACET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - 9.iite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com 12-23-2010 DRAWN: DJN DESIGN: EBG CHECKED: ABB APPROVED: ABB REVISIONS # DESCRI PTI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE I FLY - I ndoor Skydiving "The Annex @ South Center" 301 Tukwila Parkway OWNER: Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCHITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE PERM T SHEEN' TITLE: STEEL SECTIONS AND DETAILS As indicated PERMIT DATE: 10-13-2010 PROJECT NO: 1340-2009-01 SHEET NO: S5.8 NO: OF SHEI IS: 1112"x1 1/2" ANGLE W/ SAME GAGE AS STUD • LENGTH = STUD WIDTH LESS 1" STUD PER PLAN OR DETAILS RUNNER TRACK SAME GAGE AS STUD MINIMUM 1" WIDE FLANGES STUD WEBS SHALL BEAR AGAINST TRACK WEBS CONN. BOT. TRACK TO FLOOR W/.145"0 DRIVE PINS @ 2'-0"oc U.O,N, SHOOT (2) 5132"0 DRIVE PINS THRU EACH ANGLE INTO CONC OR STEEL, AT STEEL TRACK ONLY CONDITION USE (3)NO. 8 SCREWS NOTES USE (3)NO. 10 SCREWS TO ATTACH ANGLE TO WEB 1. PROVIDE MI SELLANEOUS FRAMI NG CU PS, LEDGERS, AND ACCESSOFil ES OF MINI MUM 16 GAUGE AS FEQUI RED TO WNNECT STUD FRAMING TO STRUCTURE IN VARIOUS CONDITIONS. 1 TYPICAL TO P & BOTTO M TRACK AT DUERIO R WALLS 3/4" = 1'-0" STUDS MUST BE FULLY SEATED AGAINST TRACK RUNNER TRACK SAME GAGE AS STUD MINIMUM 1" WIDE FLANGES NO PUNCHOUT SHALL OCCUR WITHIN 12" FROM END OF STUD CONN,BOT,TRACK • TO FLOOR W/,145"0 DRIVE PINS @ 2-0"oc U.O.N. 110. •••00.SCREW ATTACHMENT SEE NOTE BELOW NOTES: 1. WHEN TRACK IS ATTACHED DIRECTLY TO STUD FLANGE, A STANDARD NO. 6 x 7/8" PAN HEAD SHEET METAL SCREW 9HALL BE USED. WHEN DRYWALL OOVERI NG, TRACK AND STUD FLANGES ARE ATTACHED AT SAME TIME, A STANDARD (MIN.) 1" LONG DRYWALL SCREW SHALL BE USED. ANY COMBI NATION OF THE ABOVE MATHODS MAY BE USED IN THE ERECTION OF A COMPLETED WALL ASSEMBLY. 2. PROVIDE MISCELLANEOUS FRAMING CUPS, LEDGERS, AND ACCESSDR ES OF MINIMUM 16 GAUGE AS REQUI RED TO CONNECT STUD FRAMING TO STRUCTURE IN VARIOUS CONDITIONS TYPICAL TO P & BOTTOM TRACK AT INTERIO R WALLS 3/4" = 1'-0" FASTEN PLYWOOD W/ SCREW @ 6' OC ALONG EDGE AND @ 12" OC IN THE R ELD,TYP 2 SECTIO N 1 1/2" 1'-0" 6 SECTIO N 1 1/2" = 1'-0" 600T200-33 6005200.33 @ 16" OC ROOF FRAMING PB3 PLAN 600T200-54 (2) 1/2" DIAx 4" TITEN HD ANCHORS @ 32"oc 16GA x 2" DP x WIDTH AS READ TRACK SECTI ON TOP AND BOT 16GA 2 x3" W/ (3) SCREWS EA LEG t 3/16/ 3 Detail 26 1 1/2"= 1'-0" I I I 1 I I I I 1 I 1 I I I I I 900 CAP PL1/4 (4) SCREWS CR PINS TO CAP PL ELEV PER ARCH HSS4X4X1/4 ©101-0" OC MAX PARAPET PER ARCH (MIN 20 GA) BMPER RAN ROOF DECK PER PLAN EXPI ED FEB 1 12012 E U D 1E WY1. I--, ;3 f �J 4 REID IVIIDDLETON, INC. REVIEWED FOR CODE COMPLIANCE APDRAVF D MAR 1 B 2011 City ot Tukwila BUILDING DIVISION vi SWEN9DN SAY FAGET A STRUCTURAL ENGINEERING CO RRORATION 2124 Third Avenue - Siite100•%attle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget. com 12-23-2010 DRAWN: DJN DESGN: EBG CHECKED: ABB APPROVED: ABB REVISONS # DESCRI PTI ON DATE 1 Revision 1 11-15-10 2 Demo Permit 12-03-10 Revisions 3 Permit 12-23-10 Revisions PROJECT TITLE I FLY - I ndoor Skydiving "The Annex Qa South Center" 301 Tukwila Parkway OWNER: Beta Holding LTD. 18827 Bothell Way NE bothel, WA 98011 ARCHITECT: Jensen Fey Architecture and Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-216-0318 FX 425-216-0329 ISSUE: PERM I T SHEET' TITLE: LIGHT GAUGE FRAME SECTION S AND DETAILS As indicated FER IT DATE: 10-13-2010 PROJECT NO: 1340-2009-01 SHEET NO: S6.1 NO: OF SHttlb: GENERAL NOTES PLANNING APPROVED • No changes .can be made. to these plans without approval from the Planning Division of DCD Approved By: Date: ALL CONSTRUCTION SHALL CONFORM TO THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (I.B.C.) WITH WASHINGTON STATE AMENDMENTS, AND OTHER APPLICABLE FEDERAL, STATE, COUNTY AND LOCAL CODES. . ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THESE DRAWINGS AND PROJECT SPECIFICATIONS.. DIMENSIONS ARE TO GRID LINES, TO FACE OF CONCRETE WALLS, TO FACE OF FRAMED WALLS, AND TO CENTER LINE OF COLUMNS AND PARTY WALLS, UNLESS SHOWN OTHERWISE. PROVIDE HORIZONTAL FIREBLOCKING IN ALL FRAME WALLS AT I O' -O" ON CENTER AND WHERE FRAME WALLS PENETRATE CEILINGS. FIREBLOCK IN ACCORDANCE WITH I.B.C. LATEST LOCALLY ADOPTED EDITION GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. IN THE EVENT OF ANY CONFLICT(S) OR CHANGES BETWEEN DETAILS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY AND PRIOR TO STARTING ANY WORK. FINISH FLOOR REFERENCE DATUM EQUALS (0'-0). REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. MAXIMUM CHANGE IN FLOOR ELEVATION AT ANY DOORWAY, OR MAX. THRESHOLD HEIGHT SHALL NOT EXCEED 1/2" VERTICALLY. PROVIDE SMOKE SEALS @ STAIRWAY THRESHOLDS. ALL DECORATIVE MATERIALS $ FURNITURES ARE REQUIRED TO BE MAINTAINED IN A FLAME RETARDANT CONDITION. PROVIDE ILLUMINATED EXIT SIGNS AS INDICATED ON THE ELECTRICAL PLAN, AS SPECIFIED, AND AS REQUIRED BY CODE. 10. PENETRATIONS OF FIRE -RESISTIVE WALLS, FLOOR -CEILINGS AND ROOF -CEILINGS SHALL BE PROTECTED AS REQUIRED IN IBC CHAPTER 7. ALL FIRE STOP MATERIAL SHALL BE INSTALLED AND RATED IN ACCORDANCE W/ ASTM E 8 14 OR UL 1479 1 I . DO NOT SCALE DRAWINGS. 12. CONTRACTOR SHALL PROVIDE FIRE SAFETY DURING CONSTRUCTION, ACCESS ROADS AND WATER SUPPLY SHALL BE ESTABLISHED AND MAINTAINED PER 200G IFC. * FIRE DEPT. REQUIREMENTS. 13. PROVIDE NON -PAPER FACED MOISTURE -RESISTANT GYPSUM BOARD ON WALLS IN WET MOISTURE -PRONE AREAS. 14. FLOOR DRAIN TRAP SEAL PROTECTION: FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM * SUBJECT TO INFREQUENT USE SHALL BE PROTECTED W/ A TRAP SEAL PRIMER, EXCEPT WHERE NOT DEEMED NECESSARY FOR SAFETY OR SANITATION BY THE LOCAL HEALTH DEPT. TRAP SEAL PRIMERS SHALL BE ACCESSIBLE FOR MAINTENANCE * PROVIDED WITH LOCKING COVERS. 15. DIMENSIONS OF SITE AND EXISTING CONDITIONS ARE FROM A SURVEY BY OTHERS. ARCHITECT BEARS NO RESPONSIBILITY FOR ACCURACY OF THIS INFORMATION. 16. CONTRACTOR TO VERIFY ALL ROUGH -IN DIMENSIONS FOR ALL EQUIPMENT * FIXTURES FURNISHED * INSTALLED. 17. TYPICAL WALL SECTIONS, FINISHES, AND DETAILS ARE NOT CALLED -OUT EVERYWHERE AND MAY BE SHOWN ONLY ONCE. CONTRACTOR SHALL PROVIDE AS IF DRAWN IN FULL AND SHALL REFER TO DETAILED DRAWINGS. 18. CONTRACTOR SHALL PROVIDE NECESSARY BACKING TO SECURE ANY FIXTURE OR EQUIPMENT TO STRUCTURE AND PROVIDE BACKING FOR EQUIPMENT AND ACCESSORY SUPPORT FOR THE FOLLOWING: 1. SHELVING, 2. LAVATORIES, 3. CABINETS * CASEWORK, 4. TOILET ACCESSORIES, 5. CLOSET ACCESSORIES, G. STAIR * HAND RAILS, 7. GARMENT HOOKS, 8. GRAB BARS, 9. PICTURES/ART WORK, 10. HEADBOARDS, I 1. DOOR $ FINISH HARDWARE, AND ANY OTHER WALL * CEILING -MOUNTED ITEMS. VERIFY WITH ARCHITECT * OWNER. CONTRACTOR(S) SHALL COORDINATE WITH RESPECTIVE TRADES FOR EXACT LOCATIONS. 19. THE CONTRACTOR SHALL SAFELY SHORE, BRACE, AND SUPPORT ALL WORK AS NECESSARY AND THIS SHALL BE THE FULL AND SOLE RESPONSILBILITY OF I HE CONTRACTOR. NO ACT, DIRECTION, REVIEW, OR OBSERVATION OF ANY SYSTEMS OR METHODS OF THE CONTRACTOR BY THE OWNER'S REPRESENTATIVE SHALL RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY. 20. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS NECCESARY FOR COMPLETE INSTALLATION OF ALL WORK, EACH CONTRACTOR SHALL RESPECT THE WORK OF OTHER CONTRACTORS AND SHALL BE RESPONSIBLE FOR AND LIABLE TO REPAIR AND/OR REPLACEMENT OF ANY DAMAGE CAUSED BY H15 WOLK 2 I . CODES: ALL WORK SHALL BE PERFORMED IN STRICT COMPILANCE WITH FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS AND ANY OTHER AUTHORITY HAVING JURISDICTION (AHJ) OVER THE PROJECT. CONTRACTOR(5) SHALL PROTECT AND INDEMNIFY THE OWNER AND ARCHITECT I OF SUCH CODES AGAINST ANY CLAIM OR LIABILITY ARISING FROM VIOLATION OR REGULATIONS 22. PERMITS: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED SUBCONTRACTOR PERMITS. 23. QUALITY: WORKMANSHIP SHALL BE TO THE HIGHEST STANDARDS OF THE TRADES INVOLVED AND THE CONSTRUCTION INDUSTRY AND MATERIALS USED AND PROVIDED OF THE BEST QUALITY THE MARKET AFFORDS. ALL INSTALLATIONS AND APPLICATIONS SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS AND WARRANTY REQUIREMENTS. 24. GUARANTEE: ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OR RECEIPT OF OCCUPANCY CERTIFICATE UNLESS SPECIFIED FOR A LONGER TIME PERIOD. 25. TRASH REMOVAL: EACH CONTRACTOR * TRADE SHALL PROVIDE FOR TRASH REMOVAL AT THE END OF EACH DAY. EACH CONTRACTOR* TRADE SHALL REMOVE ALL TRASH * DI:KRIS FROM THE SITE AND WITHIN THE BUILDING AND AREAS SWEPT CLEAN. 26. IT IS NOT THE INTENT OF THE DRAWINGS TO SHOW OR INDICATE ALL FASTENING OR FRAMING TECHNIQUES AND/OR DEVICES AND FASTNEERS, OR TO SHOW OR DEPICT ALL CONDITIONS PRESENT. 27. ALL INTERIOR FINISHES SHALL BE CLASS "II" MIN. WITH FLAME SPREAD RATING OF LESS THAN 75 EXCEPT IN EGRESS STAIR ENCLOSURES FINISHES SHALL BE CLASS "I" WITH FLAME SPREAD RATING, OR STRICTER IF REQUIRED TO COMPLY WITH LOCAL CODES. 28. COMPLY WITH THE I.B.C. AND I.F.C. AND LOCAL CODES PERTAINING TO USE OF ANY HAZARDOUS MATERIALS AND FLAME -PRODUCING DEVICES DURING CONSTRUCTION. 29. DEFERRED SUBMITTALS - GENERAL CONTRACTOR SHALL BE RESPONSABLE FOR COORDINATING AND PERMITTING DEFERRED SUBMITTALSS. REVIEW AND APPROVAL BY THE ARCHITECT I5 REQUIRED BEFORE PERMIT SUBMITTAL. BUILDING SECTION SECTION IDENTIFICATION LOCATED ON SHEET WALL SECTION SECTION IDENTIFICATION LOCATED ON SHEET BUILDING ELEVATION ELEVATION IDENTIFICATION LOCATED ON SHEET DETAIL < DETAIL IDENTIFICATION F- LOCATED ON SHEET INTERIOR ELEVATION ELEVATION IDENTIFICATION LOCATED ON SHEET A.B. ANCHOR BOLT ABV. ABOVE A.F.F. ABOVE FINISH ACOUS. ACOUSTICAL A.D. AREA DRAIN ADJ. ADJUSTABLE AGG. AGGREGATE ALT. ALTERNATE ALUM. ALUMINUM APPROX. APPROXIMATE APT. APARTMENT ASPH. ASPHALT A.S.T.M. AMERICAN SOCIETY OF TESTING MATERIALS F. F.A.U. FLOOR F.E.C. BD. BDRM. BLK. BLK'G. BM. BOT. BR. BOARD BEDROOM BLOCK BLOCKING BEAM BOTTOM BROOM CAB. CABINET CATCH BASIN CEMENT CERAMIC CAST IRON C.B. CEM. CER. C.I. C.J. CLG. COMP. CONC. CONT. CPT. CTSK. CU. FT. CU. IN CU. YD. D. D.F. DF. DIA. DIM. DISP. DN. DPSS. DR. D.S. DUP. DW. DWGS. E. EA. E.I.F.S. E.J. ELEV. ELEV. ENCL ENT. EQ. EQUIP. EXT. EXTR. CEILING JOIST CEILING COMPOSITION CONCRETE CONTINUOUS CARPET COUNTER SUNK CUBIC FEET CUBIC INCHES CUBIC YARDS DRYER DRINKING FOUNTAIN DOUGLAS FIR DIAMETER DIMENSION DISPENSER DOWN DOUBLE POLE SINGLE SHELF DOOR DOWN SPOUT DUPLICATE DISH WASHER DRAWINGS EAST EACH EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION ELEVATOR ENCLOSURE ENTRY EQUAL EQUIPMENT EXTERIOR , EXTINGUISHER F.F. FG. FIN. FIXT. FLASH. FLR. FLR'G. FLUOR. F.O.C. F.O.F. F.O.M. F.O.S. F.P. FR. FS. F.S. FREQ. FTG. SYMBOLS room name 303 ROOM SYMBOL. F- R001.4 NAME < ROOM NUMBER 8'-O" AFF F CEILING HEIGHT (E) (N) EXISTI NG N EW REVISION CLOUD IDENTIFYING NUMBER MATCH UNE SHADED PORTION IS THE SIDE CONSIDERED KEY NOTE ABBREVIATIONS FIXED FORCED AIR UNIT FIRE EXTINGUISHER CABINET FINISH FLOOR FUEL GAS FINISH FIXTURE FLASHING FLOOR FLOORING FLUORESCENT FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD FIREPLACE FRENCH DOOR FINISH SURFACE FLOOR SINK FREQUENCY FOOTING GA. GAUGE GALV. GALVANIZED GAR. GARAGE G.I. GALVANIZED IRON GYP. GYPSUM GYP. BD. GYPSUM BOARD HB. HC. HD. HM. HORIZ. HR. HS I.D. INC. INSUL. INT. JT. JST. KIT. LAV. LT. LVR. MAX. Mc. MECH. MEMB. MG. M.H. MIN. MIR. MTG. MTL HOSE BIB HOLLOW CORE HEAD HOLLOW METAL HORIZONTAL HOUR HORIZONTAL SLIDER INSIDE DIAMETER INCORPORATED INSULATION INTERIOR JOINT JOIST KITCHEN LAVATORY LIGHT LOUVER MAXIMUM MEDICINE CABINET MECHANICAL MEMBRANE MANUFACTURE MAN HOLE MINIMUM MIRROR MOUNTING METAL N. NAT. N.I.C. N.T.S. 0/ O.C. 0.D. O.F. 0.H. OPEN'G. OPP. OV. PB. PC. PL. PLAS. PLAS. LAM. PLAST. PLYWD. PNL. PR. PRCST. PREFAB. NORTH NATURAL NOT IN CONTACT NUMBER NOT TO SCALE ELEVATION MARKER GRID MARKERS OA �- LETTERS IN ONE DIRECTION 1 I F-NUMBERS IN THE OTHER OVER ON CENTER OUTSIDE DIAMETER OVER FLOW OVER HEAD OPENING OPPOSITE, OVEN PUSH BUTTON PULL CHAIN PROPERTY LINE PLASTIC PLASTIC LAMINATE PLASTER PLYWOOD PANEL PAIR PRECAST PREFABRICATED QRY. QUARRY QTY. QUANTITY R. RAD. R.A.G. RD. R.D. RDWD. RECP. REF. REF. REG. RENIF. REQ'D. RET. RF. RF'G. RM. RO. R.O. RUB. S. SC. SD. SGD. S.H. SHT. SHT'G. SIM. SLD -BY SMANCA SPEC'S. SPRKL. SPSS. RISER RADIUS RETURN AIR GRILLE ROAD ROOF DRAIN REDWOOD RECEPTACLE REFERENCE REFRIGERATOR REGISTER REINFORCED REQUIRED RETAINING ROOF ROOFING ROOM ROUGH ROUGH OPENING RUBBER SOUTH SOLID CORE STORM DRAIN SLIDING GLASS DOOR SINGLE HUNG SHEET SHEATHING SIMILAR HORIZONTAL SLIDER SHEET METAL CONTRACTORS NATIONAL ASSOCIATION DOOR SYMBOL DOOR NUMBER WALL SYMBOL F -WALL IDENTIFICATION WINDOW SYMBOL WINDOW IDENTIFICATION NORTH ARROW SQ. FT. SQUARE FOOT SQ. IN. SQUARE INCH SQ. YD.SQUARE YARD ST. STREET STD. STANDARD STL. STEEL STOR. STORAGE STRUCT.STRUCTURAL SUSP. SUSPENDED SYM. SIMILAR S4S SMOOTH 4 SIDES T. TREAD T&B TOP & BOTTOM T&G TONGUE & GROOVE TC. TOP OF CONCRETE PH. TELEPHONE TEMP. TEMPERED THK. THICK THRESHTHRESHOLD T.O.B. TOP OF BEAM T.O.C. TOP OF CURB T.O.F. TOP OF FOOTING T.O.G. TOP OF GRATE T.O.S. TOP OF STEEL T.O.W. TOP OF WALL TRANS. TRANSOM TS. TUBE STEEL TYP. TYPICAL U.L. UNDERWRITERS LABORATORY UNFINISHED UNFIN. VERT. VOL VNYL W. W. WARD W.CD� W W.G. W.H. W.I. W/0 WR WS. Wr. YD. SPECIFICATIONS SPRINKLER SINGLE POLE SINGLE SHELF EVIS VERTICAL VOLUME VINYL WASHER WEST WITH WARDROBE WATER CLOSET WOOD WIRE GLASS WATER HEATER WROUGHT IRON WITHOUT WATERPROOF WEATHER-STRIPPING WEIGHT YARD Plan Approval of v:oration of any of Field Cow and FILE copy IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. ClyW PROJECT CONTACT LIST LEGAL DESCRIPTION OWNER: SKY ENTERTAINMENT 1441 6 150TH AVE SE RENTON, WA 98059 PH: (480) 993-5567 CONTACT: BILL ADAMS EMAIL:19111a@rotorway.com ARCHITECT: JENSEN FEY ARCHITECTURE* PLANNING 7730 LEARY WAY REDMOND, WA 98052 PH. (425) 21 6-03 18 FAX (425) 2 16-0329 CONTACTS: DAVE FEY, PRINCIPAL ARCHITECT davidf@Jensenfey.com CIVIL ENGINEER: PACE ENGINEERING: 1801 2ND AVENUE, SUITE 1000 SEATTL, WA 98 I O I P11. (206) 441-1855 FAX (206) 448-7167 CONTACTS: KIRK UTLEY, PE kutley@paceengrs.com LANDSCAPE ARCHITECT: PACE ENGINEERING: 11255 KI RKLAN D WAY, #300 KI RKLAN D, WA 98033 PH. (425) 827-2014 FAX (425) 827-5043 CONTACTS: JOHN RUBENKONIG, ASLA acee - om No ranges shall be m .., to of work without prior -, Tukwila Building DI NOTE: Revisions will require a end may include of PANGEO, INC: 3213 EASTLAKE AVE. E., SUITE 5 SEATTLE, WA 98 102 P11. (206) 262-0370 FAX (206) 262-0374 CONTACTS: MICHAEL XUE, P.E. mxue@pangeoinc.c• SIEW TAN, P.E. Stan@pangeoinc.com STRUCTURAL ENGINEER: SWENSON SAY PAGET 2124 THIRD AVENUE SUITE 100 SEATTLE, WA 9812 I PH. (206) 443-621 2 FAX (206) 443-4870 CONTACTS: BLAZE BRESKO, PE, SE 19bresko@swensonsayFaget.com ELECTRICAL ENGINEER: AWA ELECTRICAL CONSULTANTS 13015 36TH AVE. W., SUITE E LYNNWOOD, WA 98036 PH. (425) 775-1799 FAX (425) 774-9870 CONTACTS: BRAD ADCOCK, P.E. SALLY SANDERS, P.E. brad@awaelec.com sally@awaelec.com MECHANICAL DESIGN: FIRMITA5 CONSULTING 14418 CASCADE DR. SW SNOHOMISH, WA 98296 PH.425 248-5281 ( ) FAX (425) 645-2020 CONTACTS: JOHN HRYCHIUK mechdesign 10@comcast.net FIRE SPRINKLER COLUMBIA FIRE I 1534 FIRST AVE S SEATTLE, WA 98 13 P11. (206) 232-856 FAX (206) 340-610 CONTACTS: RICK BERGER rick@columblafire. ne ANDOVER INDUSTRIAL PARK #1 LESS ST. PROJECT SUMMARY Demolition of approximately 4 100 sf of one story retail space and construction of vertical wind tunnel structure. Work to include site improvements and limited upgrade to the existing shopping center. FEB 1;12012 VICINITY MAP \`Z\'�\4\;lam`\`•`\.`�...: �. ``�'k•:{' 7 REVIEW F CODE COM CLIA APPRME', MAR 18 2011 fkL�tyfTukwila BUILDING DIVISION CORRECTION LTR# RECEIVED FEB 012011 TUKWIPURL WORKS PROJECT LOCATION 30I TUKWILA PARKWAY to.)..9r� RECEIVED JAN 2 6 2011 TC 6797 ISTI: ' ,IT ATE OF WASHIN DESCRIPTION 0 1 PERMIT COMMEN11 REVISION 0 IT COMMENTS LU a 0 N 0 0 0 0 1 DRAWN BY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 1 Jf Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.218.0318 FAX: 425.216.0329 J co0 cap n >-- Z r.r4 Ili n f -i -i' � p V _I -4q- cr)H Q r:4 8 . 1.11 < 0 up z C) iil 4W�C-Z 0 I-- v 1 9 '' 9--'1) aw�zQ o 0 H �� f Hwe MoOo� z SHEET: GOOJ OF: SHEETS IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING 15 NOT TO SCALE. EX {;1; :' ED FEB 1 12012 SKEET INDEX 1 Q I 12/24/1 0 1 PERMIT COMMENT REVISION G00 1 COVER SHEET SHORING 2003 GRID LINE ELEVATION 01/18/2011 SOB N°: 1009 G002 SHEET INDEX SH. I SHORING PLAN 4 DETAILS 2201 RAT ELEVATION EAST -WEST CIVIL 2202 RAT ELEVATIONS NORTH -SOUTH C I CIVIL COVER SHEET STRUCTURAL 2203 MAINTENANCE ACCESS ELEVATIONS C2 TOPOGRAPHIC SURVEY 50.0 COVER SHEET 3001 TYPICAL DETAILS C3 TESC PLAN 4 CONSTRUCTION NOTES 51.1 GENERAL NOTES 3 101 CONCRETE INTERFACE DETAILS C4 TESC NOTES 4 DETAILS 51.2 GENERAL NOTES 3201 RAT FRAMING DETAILS C5 GEN. NOTES, WATER NOTES $ DETAILS 52.1 PLENUM FRAMING PLAN 3202 RAT FRAMING DETAILS CG UTILITY PLAN 52.2 PLENUM DECK FRAMING PLAN 3203 RAT FRAMING DETAILS C7 PAVING RESTORATION PLAN 52.3 OBSERVATION DECK FRAMING PLAN 3204 RAT FRAMING DETAILS C8 PAVING, SIGNS AND STRIPING 52.4 LOW ROOF DECK FRAMING PLAN 3205 RAT FRAMING DETAILS C9 TRAFFIC CONTROL PLAN 52.5 SERVICE LEVEL FRAMING PLAN 320G RAT FRAMING DETAILS LANDSCAPE 52.6 ROOF FRAMING PLAN 3207 RAT DETAILS L I .0 FRONT ENTRANCE - LANDING AREA 53.1 CONCRETE SECTIONS AND DETAILS 3208 RAT DETAILS L I . I REAR ENTRANCE - TRANSFORMER AREA 53.2 CONCRETE SECTIONS AND DETAILS 3209 RAT DETAILS SKYVENTURE ASSEMBLY DRAWINGS LI .2 OVERALL SITE PLAN 53.3 CONCRETE SECTIONS AND DETAILS 32 I 0 RAT DETAILS 1701 GENERAL ASSEMLY NOTES 54.1 LATERAL ELEVATIONS 330 I PLENUM DECK DETAIL 1 702 CABLE FLOOR ASSEMBLY ARCHITECTURAL 54.2 LATERAL ELEVATIONS 3302 TURN SUPPORT DETAILS 1703 FLIGHT CHAMBER ASSEMBLY A001 CODE INFORMATION 55.1 TYPICAL STEEL DETAILS 3401 OBSERVATION DECK DETAILS 1704 STAGING AREA ASSEMBLY A002 SAFETY/ EXIT PLAN 55.2 TYPICAL STEEL DETAILS 3501 LOW ROOF DETAILS 1705 PRIMARY DIFFUSER ASSEMBLY A003 ACCESSIBILITY 55.3 STEEL SECTIONS AND DETAILS 3502 LOW ROOF DETAILS 1706 TURN I ASSEMBLY A004 FIRE PENETRATION 55.4 STEEL SECTIONS AND DETAILS 3601 SERVICE DECK CATWALK PLAN 1707 INLET TRANSITION DUCT A005 ENERGY COMPLIANCE APPROACH 55.5 STEEL SECTIONS AND DETAILS 3602 SERVICE DECK DETAILS 1708 FAN ASSEMBLY A 100 EXISTING SITE PLAN 55.6 STEEL SECTIONS AND DETAILS 3603 SERVICE DECK DETAILS 1709 OUTLET TRANSITION DUCT ASSEMBLY A 101 CONSTRUCTION SITE PIAN 55.7 STEEL SECTIONS AND DETAILS 3701 HIGH ROOF DETAILS 1710 TURN 2 ASSEMBLY A 102 SITE PLAN 55.8 STEEL SECTIONS AND DETAILS 17 I 1 LOUVER DOOR ASSEMBLY A 103 EXISTING FLOOR PLAN 56. I LIGHT GAUGE FRAME SECTIONS/DETAILS ELECTRICAL DRAWINGS 1712 TURN 3 ASSEMBLY A 105 DEMOLITION PLAN E 100 ELECTRICAL COVER SHEET 1713 TURN 4 ASSEMBLY A I I 0 PLENUM LEVEL PLAN E200 ELECTRICAL SITE PLAN 1714 INLET CONTRACTOR ASSEMBLY A 115 GROUND LEVEL PLAN SKYVENTURE STRUCTURAL DRAWINGS E300 PLENUM LEVEL ELECTRICAL PLAN A 120 SECOND LEVEL PLAN 0000 COVER SHEET E305 GROUND LEVEL LIGHTING AND POWER SKYVENTURE INSTALLATION DRAWINGS A 125 LOW ROOF DECK PLAN 0001 DRAWING INDEX E310 SECOND LEVEL LIGHTING AND POWER 180 I GENERAL INSTALLATION NOTES A 130 SEVICE LEVEL PLAN 0002 STRUCTURAL NOTES E3 15 LOW ROOF LEVEL ELECTRICAL PLAN 1802 CABLE FLOOR INSTALLATION ® A 135 ROOF PLAN 0003 STRUCTURAL NOTES E320 SERVICE LEVEL ELECTRICAL PLAN 1803 FLIGHT CHAMBER/STAGING INSTALLATION A 140 REFLECTED CEILING PLAN 0004 STRUCTURAL NOTES E400 ONE -LINE DIAGRAM, CALLS AND DETAILS 1805 PRIMARY DIFFUSER INSTALLATION A200 SOUTH ELEVATION 1001 SIMULATOR PLAN VIEW E401 ELECTRICAL WIRING DIAGRAMS 1806 TURN 1 VANE BOX INSTALLATION A205 WEST ELEVATION 1101 CONCRETE PLAN VIEW 1807 INLET TRANSITION DUCT INSTALLATION A2 I 0 NORTH ELEVATION 100 I SIMULATOR PLAN VIEW MECHANICAL DRAWINGS 1808 FAN INSTALLATION A2 15 EAST ELEVATION 130 I PLENUM DECK FRAMING PLAN M1.0 MECHANICAL SCHEDULES AND NOTES 1809 OUTLET TRANSITION DUCT INSTALLATION A300 SECTION 1 302 PLENUM DECK DIAPHRAGM PLAN M2.D ROOF DEMOLITION PLAN 1810 TURN 2 VANE BOX INSTALLATION A305 SECTION 1401 OBSERVATION DECK FRAMING PLAN M2. I FIRST FLOOR HVAC PLAN 18 I 1 LOUVER DOOR INSTALLATION A3 10 SECTION 1402 OBSERVATION DECK DIAPHRAGM PLAN M2.2 SECOND FLOOR HVAC PLAN 1812 TURN 3 INSTALLATION A3 1 5 WALL SECTIONS 1501 LOW ROOF FRAMING PLAN M2.3 LOWER ROOF HVAC PLAN 18 13 TURN 4 INSTALLATION A500 ENLARGED STAIRS PLAN AND SECTIONS 1502 LOW ROOF DECKING PLAN 1814 INLET CONTRACTOR INSTALLATION A505 DETAILS - STAIR 160 I SERVICE DECK FRAMING PLAN PLUMBING DRAWINGS 1 815 SEAL INSTALLATION FC/SA TO PR. DIFFUS. A510 ELEVATOR PLAN AND SECTION 1602 SERVICE DECK CATWALK PLAN P 1.0 PLUMBING SCHEDULES AND NOTES ® A5 15 DETAILS - � 1603 SERVICE DECK MACHINERY LAYOUT P2.0 PLENUM FLOOR PLUMBING PLAN ' REVIEWED FOR CODE A520 CEILING DETAILS 1701 HIGH ROOF FRAMING PLAN P2. 1 FIRST FLOOR PLUMBING PLAN COMPLIANCE *PDRIAVED A000 WALL TYPES 1702 HIGH ROOF DECKING PLAN P2.2 SECOND FLOOR PLUMBING PLAN MAR 18 2011 RECEIVED - A605 DOOR AND WINDOW SCHEDULES 2001 SIMULATOR FRONT ELEVATION JAN 26 2011 City Tukwila AG I 0 FINISH SCHEDULE 2002 SIMULATOR SIDE ELEVATION of PEIT^ENTER BUILDING DIVISION r rod k."4 ,< r z O a 0 0 1 Q I 12/24/1 0 1 PERMIT COMMENT REVISION 1 A 1 01/05/1 1 I PERMIT COMMENTS 1 13S NO11011211SN00 j I I/gI/I0 1 V NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB N°: 1009 1- a 0 DRAWN BY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB N°: 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA98052 TEL: 425.218.0318 FM: 425.218.0329 SKEET INDEX SHEET: G002 OF: SHEETS J Q 0 z 0 N W 0 0 c� I 0 r 1- UJ W W 0 0 CD Z W W C7 Z W IOr< D C fi �r<rQ o� �lr to 0a jo oz n� id�-�up , 0 0 0< til.. www>W "2T2QJ QFF.ZE W>Oww dQJUIQ U Cf) CL DX SCHEDULE OF SHEET NO. DRAWINGS TITLE 01 COVER C2 TOPOGRAPHIC SURVEY C3 TESC PLAN & CONSTRUCTION NOTES C4 TESC NOTES & DETAILS 05 GENERAL NOTES, WATER NOTES & DETAILS C6 UTILITY PLAN C7 PAVING RESTORATION PLAN C8 PAVING, SIGNS & STRIPING DETAILS 9K/C 8 r RAINIER MUMMY & CLUB ashn PROJECT LOCA TION RECEIVED CITY OF TULA P FRE' FEB 1 1 2012 REVIEWED FOR CODE COMPLIANCE MAR 18 2011 City of Tukwila BUILDING DIVISION, CaII before you D g. NOV 01 2010 1.500;424.5555 PERMIT CENTER UNDERGROUND SERVICE (USA) PERMIT SET C a E8 cog •0 O. 0 oo 3 W 1- 0 03 P U7 C9 W Z= d1- 00 00 52 W 00 0 CCI >- se Icc 0 z LL ct w 0 SCALE: AS SHOWN DATE: OCT 2010 DESIGNED BY: DKU CHECKED BY: KHN JOB NUMBER 10610.00 DWG NAME: P10610_CVR SHEET Cl OF 8 3 0 ct V{ 0 0 O cn w w S 0 0 0 z f z z <Cra IoCLQX �tQO pOr jo0Z<n 0C %\\ o 0 0<0 wwwM� ZFI--ZE XLL LL.! hi Lwn W LI_OD_DX FND MON IN CASE 3/4" PLUG W/PUNCH ELEV.=22.29(DN- 1.5') 4-7-10 SSMH RIM=23.11 CL CHAN. 8"CONC (N/S/E)=12.3 ANDOVER PARK WEST 42' O 0 0 0 z ss TUKWILA PARKWAY N88'38'48"E 477.96' DOUBLE YELLOW I'F'M* SINGLE WHITE RPM FND MON IN CASE 1/2" PLUG W/PUNCH ELEV=22.79 (DN- 1.0') 4-7-10 SSMH RIM=24.46 CL CHAN. 8"CONC (E/W)=14.7 -24_ w 8"SS 400 LF SS w 8"W CURB & GUTTER w --25- CURB & GUTTER d - ' 0 UFO UFO OF SS UFO SS EL. 10' EASEMENT q PER PLAT CB RIM=25.74 IE 10"CMP(W)=20.7 IE 10"CMP(E)=20.7 IE 8"CMP(S)=20.7 FACE BLDG. -rU UP 6"DEC 6"DEC 6 DEC CON CURB 6 DEC ---- UP_--- ( UP GRASS z • LEGEND Sn cw 10' SD P.A. 6"DEC UP 6"DEC GRASS cD�cuR� --- SD CB RIM=26.07 CB RIM=25.87 IE 10"P(W)=21.2 ' ASPHALT IE 8"CMP(W)=22.0 IE 8"CMP(E)=21.2 ____--__-- --- - IE_8CMP(E)=22.0 27- CMBM 1078D-8690- In NAIL & WASHER EL=26.15 $"SD NO PARKIN VIRE LANE 8"SD C.O. w WATER VALVE -ap- HYDRANT R FIRE DEPT. CONNECTION w WATER METER POST INDICATOR VALVE MANHOLES (55/50) CB POWER/UTILITY POLE GUY ANCHOR JUNCTION BOX POWER TRANSFORMER POWER/TELEPHONE VAULT ® GAS METER e?--):( STREET LIGHT DO: x LUMINAIRE X SPOT ELEVATION DECIDUOUS TREE CONIFER TREE FOUND CASED MONUMENT C CW P.A. SSS C.O. RPM SET PK NAIL/ALUMINUM WASHER STAMPED "PACE CONTROL" HOSE BIB IRRIGATION CONTROL VALVE BOX CONCRETE CONCRETE WALKWAY PLANTED AREA SANITARY SIDE SEWER CLEAN OUT WATER VAULT RAISED PAVEMENT MARKER CENTER LINES RIGHT-OF-WAY LINES w WATER LINE ss SANITARY SEWER LINE SD STORM DRAIN LINE GAS LINE UP UNDERGROUND POWER LINES UFO UNDERGROUND FIBER OPTICS SQ 8"SD CW DRIVEWAY -- 0 dying CB RIM=25.85 IE 8"CMP(W)=23.0 IE 8"CMP(E)=23.0 m NO PARKING FIRE LANE 6"S CW P.A. =' rn 0 0 0 • J -71 O 0 1-S 0O cw z 0 Po poo (A bi; M P.A.,' 2 0 0 CB RIM=26,27 IE 8"CMP(W)=24.3 EX. CURB TYP C.O. , ASPHALT `D? , CURB ,, C ce 0 O ., 0 N 7.0 II 115 M Wad c m 169 §m O c m N 0 l 8 x, P.A. - C r5 FACE BLDG. N0 00 O A Ko O N 11 MIt 1 CW STEEL SUPPORT STANCHION (TYP) N89'41'36"W --27- ASPHALT FfT - ------------------ ------------ 26 -------------- -26--------------------------------------- UP - - uP 0• -25 24 ASPHALT SDMH R M=25.15 IE 12"CMP(SW)=17.4 IE 12"CMP(E)=17.2 TOP OVERFLOW=19.5 IE 8"CMP(NE)=17.4 H m W DEC P.A 0 U N 0 w z RKING FIRE L a 0 z 0 2/00' z 0 0 8 W w CURB & GUTTER CW C.O. 8"DEC ASPHALT 0 C m lO cn 03. GRASS 8"DEC CB RIM=23.03 IE 12"CMP(N)=15.5 IE 12"CMP(S)=15.5 8"DEC GRASS / 8"DEC CB RIM=23.76 IE 6"CI (N)=20.6 8"DEC 8"DEC 10"DEC 10"DIE 10"SD23---- w12SO ■ CB RIM=22.43 IE 10"CMP(W)=18.4 IE 10"CMP(E)=18.4 IE 10"CMP(N)=18.6 CB RIM=22.88 IE 10"CMP(W)=18.2 IE 12"CMP(E)=18.2 CB RIM=22.66 IE 12"CMP(W)=17.7 IE 12"CMP(E)=17.7 14' DEC A L4.-- 12"SD sD ASPHALT 27.00' 1 0 CB RIM=23.10 IE 8"CMP(SW)=19.7 BM 1078E-55.93 NAIL & WASHER EL=24.11 1 C.M.ST P&P AND U.P. RAILROAD EASEMENT RECORD LEGAL DESCRIPTION: N/A GRAPHIC SCALE 20 20 40 ( IN FEET ) 1 inch = 20 ft. NOTE; SPOT ELEVATIONS HAVE BEEN TURNED OFF FOR PURPOSES OF CLARITY TO VIEW THIS INFORMATION THAW LAYERS V- POINT-}.* PORTION OF: N. 1/2, SECTION 26, & S. 1/2 SECTION 23, T. 23N., R. 4E., W.M. 437.92' NOTES: HORIZONTAL DATUM: DEED & RECORD OF SURVEY IN SECTION 23-23-04 BASIS OF BEARINGS: HELD N00'14'09"W ALONG EAST LINE OF SW 1/4, SE 1/4 23-23-4. VERTICAL DATUM: PER EXISTING SURVEY BY APEX ENGINEERING LLC UNDER FILE NO. 28368 DATED 6/11/04. BELIEVED TO BE TO NGVD 1929 DATUM. SITE AREA: N/A ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN ON APRIL & SEPTEMBER 2010, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) TREMBLE 58 ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 1-800-425-5555. 27.00' C.M.ST P&P AND U.P. RAILROAD EASEMENT 11 N84'42'48"E EXPIRED FEB 112012 REVIEWED FOR CODE COMPLIANCE APDQAVED MAR 18 2011 City of Tukwila BUILDING DIVISIn° CaII before you Djg■ 1-800-424-5555 CITY OF Wou, NOV 012010 PERMIT CENTER UNDERGROUND SERVICE (USA) PERMIT SET 0 z O to W cto ti U)0- m o- �° co c 5 45.•p o d •N � tr7 4 0 m rn J J W O z OD O w Z 00 co gW coo Omr NDOOR SKYDIVING L TOPOGRAPHIC SURVEY SCALE: AS SHOWN DATE: OCT 2010 DESIGNED BY: DKU CHECKED BY: KHN JOB NUMBER 10810.00 DWG NAME: P10610_SRV SHEET C2 OF 8 0 f 0 0 U W O c(0 O % 0 0 O O_ Z W X w a, z (s vj ram 0 LI -1 jQX I �¢ I") N1Q o O Oct J` p 0 O<> OZ 0NNZ 1 - . co QOO-ccO sal ZF1=ZE LJi>pww Callce 7FND MON 1N CASE 3/4" PLUG W/PUNCII E.LEV.=22.29(DN.-' 1.5') 4. 7 •10 SSMEI RIM=23.11 /C.L. cbAN. 8••CONC (N/S/C)-12.3 ANDOVER PARK WEST 42' - 0 - - ss 8"SS 400 LF -• ss 0 c7 J w W cJ . 10' EASEMENT PER PIAT CS RIM=25.74 IE 10"CMP(W)-20.7 IE 10"CMP(E)=20.7 IF Si"(:MP(S)m20.7 FACE BLDG. TUKWILA PARKWAY 1.188'38'48"E_. -' 47%.96'_ ----- ---�__._._ �._. _ ...�.._. - -'- -------`_---DO1.101E YELLOWii?fn 2. SINGLE, WHITE. RPM CURB & GUT TER r�ae"`a Sgna,_ ss __-"- - ---- - 55 - UFp -��. _., UFO -_. • STRAW WATTLE WITH SANDBAGS AT NEW WATER METER AND TRANSFORMER LOCATION DTECTI f'`\ DFr, 6i OE'(:" t..:.fJS ; L • I;RA s5 L CONC CLLRB_---------' _= _- -. -_ -- --'--- 1Q 50 CB RI --26.07 IE 10"CMP(W)=2.1.2 ii: 8"CMP(E)--2.1.2 8"SD NO PARKIN(',,I'•IRE LANE CW Fl I ASPHAL r IE 8"CMP(W)_22.0 -_..._._ __.. -. IE. 8"CMP(E)=2 .0 14!.. II II 13M 1078D-66,90 ' .. NAIL & WASHER EL ---26.15 8"SD SU - CW P.Ar=' t II l n8 c. • 11 • rn -' rn Z .703,3±._ V O . wx01.:07: SIf; EL SUPPORI •; TAN CIIION (TYP) Ca RIM=22.43 IE 10"CMP(W),18.4 IE 10"CMP(E)=18.4 IF 10"CMP(N) ;18.6 TESL PLAN SCALE: 1"--.20' t SSM! -I NIM"94.4 CL CI IAN. 8"CONC 6F /W) -14. / w -w - _ CURB & GUT FE. R P"W 6"DEC- -- e„OEC:__ - _ _- - -- - - :ties. T--7! {- \TJ. _•T-,- m -__, (_OTC (�lIj. F -::-= . 1 -ND MON IN CASE 1/2" P1 UG W/PUNCFI ELEV=22.79 (DN 1.0') 4-7-10 �\ MATERIAL HAUL ROUTE TO USE THIS DRIVEWAY UN ESS, ________ - _AUTHORIZED -BY ENGIN_ ER' _____ AND APPROVED BY.THEtCITY-\ 0▪ . CW I DRIVE . Y =a�K 8"SD CE3 NIM' 15.55 IE 8"CMP(W)=23.0 IE 8"CMP(W)'' 24.3 If. 8'•CMP (E.):-- 23.0 NO I)AHK!NG L�EIRE• !P.AANE ./ 6"CSD EX.) - CURET 1YY:A " PP� 1 C:----•1 i J f -...:_- 1 ;IIIcT<• -n I II it 0 :1 IV 0 co) ry UD r) cn r, 0)1 -CI P 2' t1 1 _sI, �(J'_54.T. _1,-_ I INSTALL CB INSERT,, TYP - CB RIM=26.27 t.)0 PO 0 UI (a1 `S 0 1+1 c) II a: 1:1,., 2 )rQ W a1 •_ U.>I / ASPI IALT r•). 8"W w CURB & GUYTE:t.__-_, --------- ------ f 8"DEC I GRASS 8"DE C .0. CURB +) FACE BL APPROXIMATE LIMITS -OF EXCAVATION al 1 1 --27- ASNH AI 1 IOFB()ISIMOS C;H RIM=22,88 :I; 10"CMP(W)=x18.2 E 12"CM-'(C)=18.2 T ASPFI Al 1 --. » 1 1 1 1 1 .IR _ I a PROPOSED NEW BUILDING 0 - 27.001 ASPHAI I 0 0 c� e7 c - U Cl'1 APPRO OF EXp i3"DE.(: cy CRASS / CB RIM=23.03 IE 12"CMP(N)=15.5 E 12"CMP(S) -15.5 (MATE LIMITS NATION B"D 7-72-41 CH RIM -.23.76 `IE 6°Cl (N)-.20.6 &DEC r),_ _w 0: 5 ed p u7 A; ,Mt L 0 ii 0 Cry 134 no d ma r 1 !r, SDMI I R M-25.15 IE 12 (:MP(3W)--1 /.4 iE 12"CMP(E)-172 �J TOP OVERFLOW -19.5 / �y INSTALL CB . IF 8'•CMP(NE)=1'7.4 •'� . v INSERT, TYP. _______ 1i't:": r,=27, It: 12"C:MI•+(w)= I /.7 IE 12"0,MP(E)=17.7-- fi G + vo CO 2"SD 1 IC.M.ST P&P AND U.P. RAILROAD EASEMENT ASPI IALT •I tEC N84.42.48"E 0 HORIZ. 0 10 40 LEGEND: M...W .Rlq.. W._ I - CONSTRUCTION ENTRANCE, a w SEE ,-CB RIM -23.10 IE: 8"CMP(SW)=19.7 0 0 '2 n 0 Al CU LIMITS OF CONSTRUCTION HM 1078E-55.93 NAII. & WASHER E 1.w:24,11 1 - -- 27.00' - -. C.M.ST P&P AND U.P. RAILROAD EASEMENT bt o .147ro O Scale In Feet UMITS OF CONSTRUCTION LIMITS OF EXCAVATION CATCH BASIN PROTECTION STRAW WATTLES EXPIA ED CITY OF TUKWILA NOV 0 1 2010 PERMITCENTER .FEB 201Z REVIEWEDFOR CODECOMPLIANCE AIWWWFD MAR i 8 2011 City of Tukwila BUILDING DIVISION Call before you 1-800-424-5555 UNDERGROUND SERVICE (USA) PERMIT SET CD NI: thr an co cn Lsi 0 0 co an co D 0 Id IL 1 TESC PLAN SCALE: AS SHOWN DATE: OCT 2010 DESIGNED BY: DKU CHECKED BY: KHN JOB NUMBER 10610.00 DWG NAME: SHEET C3 OF 8 0 1- w 0 0 1 0 0 1 w w Z 0 0 z Id w w z 0 z� W ¢ LLuoi¢m I M¢ Dino= o r:Ow ooc�¢0 m 00404Z0 ""<"-.0 %,z1- \00 0 0¢•- d. -,-JX ww W ¢�Fz� TEMPORARY EROSION AND SEDIMENT CONTROL (TESL) NOTES: 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE WORK LIMITS, INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO ESC PLAN. 4. ESC MEASURES SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE THAT CONTRIBUTE TO OFFSITE RUNOFF. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT CONTRIBUTE TO OFFSITE RUNOFF 11 -IAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE, IN ADDITION TO COVER MEASURES, THE CONTRACTOR . SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE UFE OF THE PROJECT, THE CONTRACTOR SHALL MAINTAIN IN G000 CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL PAVED SURFACES, DRAINS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE CONTRACTOR SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE CONTRACTOR IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS, 11. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC PLAN AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE CONTRACTOR SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING ANY WORK OPERATIONS. THE CONTRACTOR SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE CONTRACTORS OPERATIONS. 13. CONTRACTOR SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBUC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN, C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. 0. REPAIR ANY SITUATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. 14. IT SHALL BE NOTED THAT THE PUBLIC STREETS AND PRIVATE PAVED PARKING / DRIVES SHALL BE KEPT CLEAN. SEDIMENT -LADEN STORMWATER SHALL NOT ENTER THE STORM DRAIN SYSTEM. 12. IT SHALL ALSO BE NOTED THAT THE CONTRACTOR SHALL MAINTAIN DUST CONTROL. CONSTRUCTION SEQUENCE 1. HOLD THE PRE -CONSTRUCTION MEETING. 2. POST A SIGN WITH THE NAME AND PHONE NUMBERS OF THE ESC AND SITE SUPERVISOR. 3. CALL 1-800-424-5555 2 DAYS BEFORE YOU DIG FOR LOCATE OF UNDERGROUND UTILITIES. 4. IMPLEMENT TRAFFIC CONTROL PLAN DURING CONSTRUCTION IN RIGHT-OF-WAY. 5. FLAG LIMITS OF CONSTRUCTION. 6. INSTALL CATCH BASIN PROTECTION. 7. POTHOLE LOCATED UTILITIES TO VERIFY UTILITY DEPTHS AND CONDITIONS, IF UTILITY CONFLICT IS IMMINENT, CONTACT ENGINEER BEFORE CONTINUING WITH CONSTRUCTION. 8. SAWCUT AND REMOVE PAVEMENT. 9. BUILDING DEMO AND INTERNAL MECHANICAL AND ELECTRICAL TO MAINTAIN EXISTING BUILDING TO REMAIN. 10. EXCAVATE AND SHORE FOR FOUNDATION, INSTALL CONSTRUCTION ENTRANCE AS NEEDED. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF TUKWILA STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 12. COVER EXPOSED TRENCHES WITH TEMPORARY STEEL PLATING DURING NON -WORKING HOURS. 13. CONSTRUCT NEW FACILITIES AND NEW UTILITY WORK. 14. PATCH AND SEAL PAVEMENT. 15.. REMOVE SEDIMENT, DEBRIS AND EQUIPMENT FROM ALL HARDSCAPE SURFACES. 16. REMOVE CATCH BASIN SOCKS AND CLEAN STORM SYSTEM AS NEEDED. DISPOSE OF SEDIMENT TO AN APPROVED LOCATION. DRAINAGE GRATE GRATE FRAME r I SEDIMENT AND DEBRIS 7_47 4I 4 Mkt 5" MAX TRIM DRAINAGE GRATE H RECTANGULAR GRATE SHOWN FILTERED WATER J D . I> • D D Din 1 1 1 1• BELOW INLET 1 ° I GRATE DEVICE X 11 1 ll OVERFLOW BYPASS D EXISTING CATCH BASIN SECTION VIEW NOT TO SCALE RETRIEVAL SYSTEM (TYP.) BELOW INLET GRATE DEVICE NOTES ISOMETRIC VEW OVERFLOW BYPASS (TYP.) 1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 2. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 4. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). CATCH BASIN INSERT (Th SCALE- NTS C32 NOTES 1. NEW WATER METER SILT DIKE OR WATTLE WITH SANDBAG ANCHOR, TYPICAL. EXISTING SIDEWALK N NOTES SPS til NsV /V` i 1. ON PAVED SURFACES, ANCHOR WATTLE WITH SAND BAGS. STRAW WATTLE DETAL SCALE: NTS 10 FT. MAXIMUM 1 r ANCHOR WEIGHTS TYPICAL INCLUDE PLASTIC SHEETING BELOW STOCKPILE PROVIDE PLASTIC WITH ANCHORS AT TOE. NOTES 1. TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SHEETING. 2. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12 IN. AND BE WEIGHTED OR TAPED. 3. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL. 4. USE PLASTIC COVERING FOR ANY MATERIAL STOCKPILED ON SITE. PLASTIC COVERING FOR STOCKPILES DETAIL SCALE: NTS EXISTING PAVMENT C3 25' - 0" R MIN. (TYP.) 4" N 8" QUARRY SPALLS AS REQUIRED, 100' MIN. PLACE CONSTRUCTION GEOTEXTILE FOR SOIL STABILIZATION AND A MINIMUM OF 0.15' CRUSHED ROCK UNDER THE SPALLS, FROM THE EDGE OF THE EXISTING ROADWAY TO THE RADIUS RETURNS, OR AS DIRECTED BY THE ENGINEER. 2. SEE TESC PLAN FOR PLACEMENT OF STABILIZED CONSTRUCTION ENTRANCE. PROVIDE FULL WIDTH OF INGRESS / EGRESS AREA 15' - 0" MIN. GENERAL CONSTRUCTION NOTES: PRIOR TO STARTING CONSTRUCTION, CONTACT ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS. CONTACTS: OWNER: BILL ADAMS, i -FLY DESIGN PROJECT MANAGER: KIRK UTLEY, P.E. OR KEN NILSEN, P.E. 206 441-1855 DESIGN ENGINEER: STEVE MORALES, P.E. 206 441-1855 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE CONTRACTOR IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, CONDITIONS, SPECIFICATIONS, ASSOCIATED PERMITS AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. CONTRACTOR SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. ALL WORK IN ROADWAYS AND RIGHT-OF-WAY SHALL MEET TMC 11 AND THE FOLLOWING: A. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE CONTRACTOR SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW AND MAINTENANCE DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. B. ALL WORK REQUIRING LANE CLOSURES MUST BE PRE -APPROVED. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. C. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN CONTRACTOR HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. D. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. E. INSTALL STEEL PLATE OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. F. PEDESTRIAN ACCESS MUST BE MAINTAINED IN ACCORDANCE WITH ADA REQUIREMENTS DURING ANY SIDEWALK CLOSURES. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 5. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. 6. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-433-0179. 7. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 8. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 11. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY, EASEMENTS, AND ACCESS TRACTS. 12. TRUCKS SHALL REMAIN ON PAVED SURFACES AND THE CONSTRUCTION ENTRANCE AT ALL TIMES. 13. ALL EXCAVATED MATERIAL SHALL BE DISPOSED AT AN APPROVED AND PERMITTED DISPOSAL SITE. 14. STOCKPILING ON SITE WILL ONLY BE ALLOWED IN ACCORDANCE WITH EXISTING TENANT PARKING AGREEMENTS. IF ALLOWED, STOCKPILES MUST BE COVERED IN ACCORDANCE WITH THE STANDARD DETAILS. 15. LIMITS OF CONSTRUCTION SHALL BE MARKED AND IDENTIFIED WITH STANDARD ORANGE PLASTIC CONSTRUCTION FENCE, 42 INCHES IN HEIGHT. EXE H ED ,FEB .11 Z01Z bLoi* STABLIZED CONSTRUCTION ENTRANCE DETAIL (4 " C3� SCALE: NTS REVIEWED FOR CODE COMPLIANCE APPRAVED MAR 1 S 2011 City of Tukwila BUILDING DIVISION Cali before you Djg. 1-800-424-5555 UNDERGROUND SERVICE (USA) CITY OF EIV NOV 0 1 2010 PERMIT CENTER PERMIT SET 0 w 0 0 1 - LU 0 0 ELI w s 0 0 z E2 w z z w g ram LJul¢ I Qco¢ moatt 040M cD 0 E 00o¢0 o \ of -Ncon 0 00¢*- JX u�w W wI-CCL WQ_J�CC GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, 2010 EDITION. TOGETHER WITH THE PROJECT SPECIFICATION AND THE 2010 CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS (TUKWILA STANDARDS), CHAPTER 5 SURFACE WATER, CHAPTER 7 WATER SUPPLY, AND CHAPTER 8 SANITARY SEWER STANDARD PLANS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT-OF-WAY. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1-800-424-5555) PRIOR TO CONSTRUCTION. THE ENGINEER SHALL BE IMMEDIATELY CONTACTED IF CONFLICTS ARE APPARENT. 5. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MUTCD AND WITH CITY OF TUKWILA REQUIREMENTS. FOR WORK DONE WITHIN THE SIDEWALK AND STREET, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND CLOSURE PLAN. 6. EROSION AND SEDIMENT CONTROL SHALL BE IN ACCORDANCE WITH THE TUKWILA STANDARDS AND IN ACCORDANCE WITH THE STATE OF WASHINGTON DEPARTMENT OF ECOLOGY REQUIREMENTS. 7. BEFORE WORK BEGINS, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES WHERE THE NEW UTILITY LINES CROSS THE EXISTING UTILITY LINES. THE CONTRACTOR SHALL ALSO POT HOLE ALL EXISTING UTILITIES TO REMAIN WHERE THE NEW WATER LINE AND SIDE SEWER CROSSES EXISTING UTILITIES. ANY PROPOSED CHANGES TO THE PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. 8. ADJUST ALL UTILITY CASINGS TO NEW GRADE AFTER PAVING, PATCH AND SEAL ALL JOINTS IN ACCORDANCE WITH WSDOT STANDARDS. 9. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D-1557. ALL OTHER AREAS TO BE 90% MAXIMUM DENSITY MODIFIED PROCTOR. 10. SHORE AND PROTECT ALL EXISTING UTILITIES TO REMAIN. 11. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, AND CUT -INS. 12. TRENCH SAFETY SYSTEMS EXCAVATION, TRENCHING AND SHORING FOR ALL UTILITY WORK EXISTING AND NEW SHALL BE IN ACCORDANCE WITH CHAPTER 296-155 WAC PART N OF THE STATE OF WASHINGTON LABOR AND INDUSTRIES SAFETY AND HEALTH, AND WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (RCW CHPTR. 49.17). THE CONTRACTOR'S TRENCH SAFETY SYSTEM SHALL BE A PROTECTIVE SYSTEM DESIGNED AND MAINTAINED BY A COMPETENT PERSON AND SHALL MEET ACCEPTED ENGINEERING REQUIREMENTS OR PRACTICES. THIS TRENCH SAFETY SYSTEM MAY REQUIRE THE USE OF A SUPPORT SYSTEM IN LOCATIONS NOT DESIGNATED IN THE CONTRACT AS REQUIRING A SUPPORT SYSTEM. THE TRENCH SAFETY SYSTEM SHALL PROTECT THE WORK, EXISTING PROPERTY, UTILITIES, UNDERGROUND INSTALLATION, PAVEMENT IMPROVEMENT, ETC., AND SHALL PROVIDE SAFE WORKING CONDITIONS IN THE TRENCH. THE CONTRACTOR SHALL CONTROL WATER TO PROTECT EMPLOYEES FROM POTENTIAL HAZARDS POSED BY WATER. THE PROTECTIVE SYSTEM SHALL BE REMOVED FROM THE TRENCH, ONCE THE WORK IN THE EXCAVATION IS COMPLETE, IN A MANNER WHICH PROVIDES AN ACCEPTABLE MEANS OF RECONSOLIDATING THE BEDDING, BACKFILL, OR SIDE SUPPORT MATERIAL WITHOUT DISTURBANCE TO THE PIPE. THE USE OF HORIZONTAL STRUTTING BELOW THE PIPE BARREL OR THE USE OF THE PIPE AS SUPPORT FOR TRENCH BRACING WILL NOT BE PERMITTED. 13. SUPPORT SYSTEM IN ADDITION TO WORKER SAFETY REQUIREMENTS SPECIFIED, WHERE TRENCH EXCAVATIONS ARE TO BE LATERALLY SUPPORTED AS REQUIRED IN THE CONTRACT AT LOCATIONS INDICATED ON THE DRAWINGS, THE LATERAL SUPPORT SHALL BE A SUPPORT SYSTEM AS DEFINED IN WAC 296-155-650. SUPPORT SYSTEMS MAY CONSIST OF UNDERPINNING, BRACING, SHORING, SHEETING, OR ANY OTHER PROTECTIVE SYSTEM OR COMBINATION OF PROTECTIVE SYSTEMS WHICH PROVIDES SUPPORT TO AN ADJACENT STRUCTURE, UNDERGROUND INSTALLATION, AND THE SIDES OF AN EXCAVATION. THE SUPPORT SYSTEM SHALL ALSO INCLUDE THE CONTROL OF GROUNDWATER. THE CONTRACTOR SHALL EMPLOY METHODS OF INSTALLING, MAINTAINING, AND REMOVING THE SYSTEM CAUSING THE LEAST DISTURBANCE. DURING INSTALLATION OF THE SYSTEM, AND WHEN THE SYSTEM IS INSTALLED, THE CONTRACTOR SHALL FILL ALL VOIDS BEHIND THE SUPPORT SYSTEM AS NECESSARY AND WHEN NECESSARY TO PREVENT LOSS OF NATIVE SOILS OR LOSS OF SOIL SUPPORT. WHEN REMOVING THE SUPPORT SYSTEM, THE CONTRACTOR SHALL COORDINATE RECONSOLIDATION OF BEDDING AS NECESSARY, AND WITH BACKFILLING TO MINIMIZE DISTURBANCE. 14. TRENCH & EXCAVATION DEWATERING DURING EXCAVATION, INSTALLATION OF PIPELINE, AND PLACEMENT OF BEDDING AND TRENCH BACKFILL, EXCAVATIONS SHALL BE KEPT FREE OF WATER. THE CONTRACTOR SHALL CONTROL SURFACE RUN-OFF SO AS TO PREVENT ENTRY OR COLLECTION OF WATER IN EXCAVATIONS. THE STATIC WATER LEVEL WITHIN THE EXCAVATION SHALL BE DRAWN ()OWN A MINIMUM OF 1 FOOT BELOW THE BOTTOM OF THE EXCAVATION 50 AS TO MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW ACCEPTABLE PLACEMENT OF ANY BEDDING OR BACKFILL TO THE REQUIRED DENSITY. THE CONTRACTOR SHALL FURNISH, INSTALL, AND OPERATE ALL NECESSARY EQUIPMENT TO KEEP EXCAVATIONS FREE FROM WATER DURING CONSTRUCTION. THE CONTROL OF GROUNDWATER SHALL PREVENT SOFTENING OF THE BOTTOM OF EXCAVATIONS, OR FORMATIONS OF "QUICK" OR HEAVING CONDITIONS, OR "BOILS". DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT ANY REMOVAL OR FLOWING OF NATIVE SOILS. DISPOSAL OF THE WATER SHALL NOT CAUSE INJURY TO PUBLIC OR PRIVATE PROPERTY, OR NUISANCE TO THE PUBLIC. SUFFICIENT PUMPING AND POWER EQUIPMENT IN GOOD WORKING CONDITION SHALL BE AVAILABLE AT ALL TIMES FOR ALL EMERGENCIES, INCLUDING POWER OUTAGE, AND COMPETENT WORKMEN SHALL BE AVAILABLE AT ALL TIMES FOR THE OPERATION OF THE DEWATERING AND RECHARGE SYSTEM. THE DEWATERING SYSTEM SHALL BE DESIGNED TO PREVENT LOSS OF FOUNDATION SUPPORT TO ADJACENT STRUCTURE, UNDERGROUND INSTALLATION, IMPROVEMENT, OR THE SIDES OF AN EXCAVATION, AND MAY REQUIRE RECHARGING THE GROUNDWATER OUTSIDE THE EXCAVATION. THE DEWATERING SYSTEM SHALL BE INSTALLED AND OPERATED SO THAT THE GROUNDWATER LEVEL OUTSIDE THE EXCAVATION IS NOT DRAWN DOWN TO THE EXTENT THAT WOULD DAMAGE OR ENDANGER ADJACENT STRUCTURE, UNDERGROUND INSTALLATION, SIDEWALK, PAVEMENT, OTHER IMPROVEMENT, OR PROPERTY. THE RELEASE OF GROUNDWATER TO ITS STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE NATURAL FOUNDATION SOILS AND SUPPORTED SOILS, PREVENT DISTURBANCE OF COMPACTED BEDDING AND BACKFILL, AND PREVENT FLOTATION OR MOVEMENT OF STRUCTURES, PIPELINES, SEWERS, AND STORM DRAINS. ALL COSTS ASSOCIATED WITH DEWATERING THE TRENCH EXCAVATION AND CONTROLLING GROUNDWATER SHALL BE INCLUDED IN THE VARIOUS BID ITEMS AND NO SEPARATE OR ADDITIONAL PAYMENT WILL BE MADE THEREFORE, UNLESS THE CONTRACT SPECIFIES OTHERWISE. THE CONTRACTOR 15 FULLY RESPONSIBLE FOR CONTROLLING GROUNDWATER. 15. ANY STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION AND IN ACCORDANCE WITH THE CONTRACTOR'S STORM WATER POLLUTION PREVENTION PLAN (SWPP) 16. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS IN ACCORDANCE WITH ADA REQUIRMENTS DURING THE UTILITY WORK AND SIDEWALK CLOSURE. 17. AFTER ASPHALT PATCHING IS COMPLETE PARKING LOT STRIPING SHALL BE RESTORED. L5,1=1ciiiiudll�R"•�c�n'.�ilinp'_: ^:'rSSaiFll�lI�rniili FINISH GRADE 24" LAIN. 111111111•111111111 40111111 11111 C PAINTED HIGH TENSILE D.I. SERVICESADDLE.WITH DOUBLE STRAP,AWWA.I.P, THREAD • TAP, ROMAG 2026 OR EQUAL SIZE AS REQUIRED. Q •CORPORATION STOP, AWWA I A. INLET BY MALE IIiOIN PIPE THREAD OUTLET, MUELLER BALL fl10 -2969 OR EQ%J Al. A$ NE,QI ED © COUPLING MAL IEtOEt RIf E TI1FiEAD GY MU ELLER 110 F11`TING, MUELLER. NO *"I549'I OR EQUAL. © COPPER TyrnNG, TYPE K OR HIGH MOLECULAR•DENSITY' POLYETHYLENE: Q TRACING TAPE POli POLYETH1fLENE PIKE., NOTES! 1. SERVICE LINE APPROVED BY THE S ENGINEER. BE PERPENDICULAR TO THE WATERMAIN UNLESS OTHERWISE: BYPASS WILL BE LOCKED OFF BY CONSTRUCTION INSPECTOR WHEN METER SPREADER IS INSTALLED.. 3. METER WILL BE SUPPLIED AND INSTALLED BY THE CITY OF TUKWILA. 4. SETTER SHALL BE.POSITIONED TO CENTER RIGID SPREADER UNDER INSPECTION LID ANP PROVIDE ADEQUATE CLEARANCE BETWEEN BYPASS AND BOX WALL FOR OPERATING, AND LOCKING BYPASS VALVE. NUT. TQ $¢ALE City o 1 uwla SERVICE cHEET: 1.4127 .4 2" DOMESTIC APPROVAL B. SHELTON t WATER NOTES 1. DOMESTIC WATER PIPE SHALL MAINTAIN A MINIMUM COVER OF 24 INCHES BELOW FINISHED GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR OTHER PIPES AND OBSTRUCTIONS. 2. ANY CITY WATER MAIN SHUT -OFFS SHALL BE COORDINATED WITH THE CITY WATER OPERATIONS DIVISION. ANY FIRE SERVICE WATER MAIN SHUT -OFFS SHALL BE APPROVED BY THE CITY FIRE MARSHALL. 3. ALL DOMESTIC WATER SERVICE LINES TO BE TYPE "K" COPPER OR HIGH DENSITY POLYETHYLENE PIPE, 200 PSI. SERVICE CONNECTIONS SHALL BE IN ACCORDANCE WITH CITY OF TUKWiLA STANDARD PLAN NO. WS -01 ,WS -02, WS -03, AND WS -04. (DOUBLE STRAPS AND CORPORATION STOPS). 4. METER BOXES AND METER SETTER TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 5. METERS TO BE INSTALLED BY THE CITY OF TUKWILA. 6. CONTRACTOR SHALL NOTIFY ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF FINAL CONNECTION OF THE NEW DOMESTIC WATER SERIVCE. THE CONTRACTOR SHALL FLUSH THE NEW WATER SERVICE WITH WATER. FLUSHING SHALL BE DONE IN THE PRESENCE OF, AND UNDER THE SUPERVISION OF THE ENGINEER AND/OR OWNERS REPRESENTATIVE. 7. EXISTING CITY WATER VALVES SHALL ONLY BE OPERATED BY CITY OF TUKWILA. 8. ALL METER LOCATIONS TO BE COORDINATED AND APPROVED WITH CITY WATER SUPERINTENDENT. 3" MIN. WHEN VALVE IS FULLY OPEN O SHUTOFF VALVES (2 REQ.) 3" DIAM. SLEEVE OPENING, TYP. SEAL AROUND PIPE 24" MIN. TYP. 2" COPPER TO SETTER PLAN ------ INSULATED HYDROCOWL ENCLOSURE OR APPROVED EQUAL LEGEND FLOW MINIMUM CLEARANCE 12" MAXIMUM CLEARANCE 30" EVEVATION 1 3" MIN 2" COPPER PIPE & FITTINGS DRAIN DOOR SIDEWALK ELEVATION -4" CONCRETE PAD 2" COPPER OR POLYETHYLENE PIPE O STATE APPROVED 2" REDUCED PRESSURE PRINCIPLE BACKFLOW ASSEMBLY, FITTINGS AND VALVES TO BE COPPER AND BRASS. O ALL SHUTOFF VALVES SHALL BE OF THE RESILIENT SEAL TYPE. O BASE PENETRATIONS TO BE SEALED WITH A WATER TIGHT GROUT, WATER PROOF MASTIC, OR FLEXIBLE SEALANT. O DRAIN SLOPE TO DAYLIGHT - (SUMP JUMP MAY BE REQUIRED) POSITIVE DRAIN MUST BE MAINTAINED. 0 ACCESS TO BE CENTERED OVER ASSEMLY. O EACH ASSEMBLY SHALL BE EQUIPPED WITH (4) RESILIENT SEATED TEST COCKS WITH PLUGS INSTALLED, (FINGER TIGHT). NOTES: EXF ...xt. ;r..D FEB 1 1 2012 REVIEWED FOR CODE COMPLIANCE APPPflVFD MAR 18 2011 City of Tukwila BUILDING DIVISION • ENCLOSED RP DEVICES ARE REQUIRED TO MEET SPECIFIC CRITERIA - REVIEWED ON A CASE BY CASE BASIS. • PRESSURE RELIEF PORTS MUST BE KEPT CLEAN AND IN GOOD WORKING ORDER, AND BE ABLE TO FREELY DISCHARGE TO ATMOSPHERE. • A MINIMUM OF A 12" CLEARANCE IS REQUIRED BETWEEN THE DEVICE AND TO THE BOTTOM OF THE VAULT. • TEE AND A GATE VALVE REQUIRED ON CONNECTION TO MAINLINE. • THE R.P.B.A. CHOSEN MUST BE ON THE MOST RECENT WA. STATE APPROVAL LISTING. • THE R.P.B.A. MUST BE TESTED BY A, WA. STATE CERTIFIED BACKFLOW ASSEMBLY TESTER*...AT TIME OF INSTALLATION... ANNUALLY...WHEN MOVED OR REPAIRED. • ALL INSTALLATIONS MUST MEET MANUFACTURERS SPECIFICATIONS AND MEET THE MINIMUM STANDARDS OF THE UNIFORM PLUMBING CODE AND MUST CONFORM TO THE REQUIREMENTS AND GUIDELINES OUTLINED BY THE NATIONAL FIRE PROCTECTION ASSOCIATION. RP BACKFLOW ASSEMBLY SCALE: NTS b Co-zauo ECEIV OF TU NOV 01 2010 PERMIT CENTER PERMIT SET 0 co rn 3 J w 1-- 0 OD z J Ow 0� J o Q co w00 op 0Ir 0 >- (0 cr0 0 >- 1 LL SCALE: AS SHOWN DATE: OCT 2010 DESIGNED BY: DKU CHECKED BY: KHN JOB NUMBER 10610.00 DWG NAME: P10610_UTDET SHEET C5 OF 8 a o Z 0 (71 >I 0 0 0 0 0 I - w w (1) 0 Z w W 0 Z co <751 Z� wQ 0 Cain -Mo Imo¢ o OOac rOI 000<> j oOCY Z() 0\0 a.\O I \\ (p • 0oa0 Li' Elia] ZP1=ZL� 1i <pww I�WtLDX ANDOVER PARK WEST f:4) MON IN CASE .5/4" PI. UC W/PUNCH ELEV.= 22,29(DN- 1.5') 4-7-10 SSMH RIM -=23.11 CL. CHAN. 8"CONC (N/S/E)=12.3 3 UTILITY NOTES: W CORI TUKW/LA PARKWAY 8'sS_409 LF_ FACE 3_0G. SEE NOTE 4. INSTALL 5" STORZ ADAPTOR ON HYDRANT T 1 DOUBLE YELLOW HF'14..5 SINGLE WHITE RPM N88'38'4$"[ - - '- - 4% 1.96' - - - y - _ = REMOVE 2r DOMESTIC M TER IN VAULT. 'CAP AND PLUG OUTLET AFTER REMOVI. I• SEE g -w_ -..-...-..w- - - - - --OTE I 1ER CURE & GJl - - 5 - sVFU _- _•-- -_'\`_ UFO_ 10' EASEMENT r PER PLA1 4 DCC 13DEC CB RIM-, 25.74 IE 10"CMP(W)=20.7 IE 10"CMP(E):, 20.7 1E 8"CMP(S)=20.7 FACE BI DG. 1. RELOCATE EXISTING 2 -INCH WATER METER TC) PROPERTY LINE. THE DOMESTIC WATER PRESSURE REDUCER AND BACKFLOW ASSEMBLY SHALL BE LOCATED INSIDE BUILDING, SEE MECHANICAL DRAWING. 2. INSTALL LOCKING KNOX FDC PLUG ON EXISTING FDC (FIRE DEPARTMENT CONNECTION). THE FOC PLUG SHALL BE MANUFACTURED BY THE KNOX COMPANY. 3. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 4. INSTALL 5 -INCH STORZ ADAPTOR ON EXISTING FIRE HYDRANT ALONG ANDOVER PARK WEST. 5. MAINTAIN UTILITY SERVICE (SEWER, STORM, WATER, POWER AND COMMUNICATIONS) TO BUILDING TENANT THROUGHOUT CONSTRUCTION. 6. REMOVE ALL TEMPORARY UTILITY CONNECTIONS AND PROVIDE FINAL CONNECTIONS PRIOR TO COMPLETION OF CONSTRUCTION. 7. THE WEST AND SOUTHWEST PARKING AREAS OF THE EXISTING BUILDING ARE BASED UPON AS-BUILTS. NO SURVEY WAS PERFORMED IN THIS AREA. 8. SHORE AND PROTECT EXISTING CATCH BASIN AND STORM DRAIN LINE DURING BUILDING FOUNDATION EXCAVATION, OR REPLACE IN KIND. � -2r ` ,.1. 10' SD CB RIM=26.07 11 IE. 10"CMP(W):= 21.7 IE 8"CMP(E)=21.2: CONNECT TO EXISTING WATER MAIN, NEW 2" DOMESTIC (DOM) WATER (W) SERVICE, SEE STANDARD DETAIL WS -03 ON C5 _ NEW 2"_RP_BACKFLOW . :._ Lt= .7 _._ _ _ _ - ASSEMBLY, SEE -05 -SSMH RIM=24.46 C;I CHAN. 8"CONC L -Et_ 6 Dr:r CRASSF, CONI (:URB CW /, 8"SD NO PARKINCid'IRE LANE. 1,1 1 11 a N) U Cr) 0 co AI (1 I 1 1 CD RIM=25.87 ASPI IALT IF: 8"CMP(W)=22.0 IE 8 CMP(E).:, 22.0 BM 10780-66.90 NAIL & WASHER / EL=26.1 b-" 8"SD Cw r P. A•: _.w „• 11 0 fA U COUPLE ON TO EXISTING 2" DOMESTIC, AND ABANDON EXISTING LINE FROM VAULT (EXACT LOCATION TO BE DETERMINED IN THE FIELD, APPROXIMATE LOCATION SHOWN) r 1 LABELED C.O. -illi' MISE -12'w1DE ROROETJ PLAN VIEW 10' 04.1' 1 1.1,4• 2710' 4' 11 FM9N 12 -UTA it AQT (IJ PAQIC 4b" ULNU PL v4' ]3V' n• 16' ELEVATION CAST IRON RING AND COVER LARTJI SIDE SLWCR MeLVILOLP NOT TO SCALE City of Tukwila SANITARY SIDE SEWER CLEAN-OUT SNERTI 99-02 REVISION 11: 03.113 APPROVAL 6. SHELTON • ••••-,.4 it A P.A STEEL SUPPORT S I ANCHION (I VP) _I 0) (E /W)-14.7 SEE NOTE 1 NEW 2" HIGH DENSITY _ POLYETHYLENE PIPE-Okiw 2" COPPER WITH 4 i PYyc cu r11:k -_. . SLEEVE SEE OTE. 3. - CW FND MON IN CASE 1/2" PLUG W/PUNCH E I F V.::22.79 (DN- 1.0') \. Q1j'Cu1.24-- - - - t 2 =L__ _ y so 1 8"SO1-.7„.. ,D - RELOCATE EXISTING IRRIGATION AS NEEDED C13 RIM=25.85 E 8"CMP(W)-.23.0 8"CMP(E)-23.0. (2 RIM. 76.2/ IC 8"CMP(W)-24.3-- INO PARKING EIRE' I ANE 6';SD 0/.. CURB, 'ryP) -- x:. �.�p mar.... .sza.= :L.- J �SII...._..P:A...:::::' CS) -=1 111 �5 11 i 11 (.1 ,) p1 II UII > h) U P) 0 i<1 0 11'11' i'42 Ai 0 9 1- i -a Z4- Z Cr 1.1 t.O>�.: CW CH RIM= 22.43 IE 10"CMP(W)='18.4 IE 10"CMP(E)=18.4 IF: 10"CMP(N):..18.6 LIP - • 0 0 z l') (i10 U, U I 0 O m z2 i7 J1 77 I1 0 0 C 0 fv1 m z z 0 0 0 00 V N iy II tri TYPE 1 CB, SOLID COVER SEE AR'ONIt86-1URAL SITE PLAN S -24- • . ASPI LAI. 1 10 It 110 NI f! co tT 3 N'. f_r 1JA . 1, (') O NEW TRANSFORM ........ ...... ASPHAI.F REMOVE C.O., COUPLE ONTO EXIST, 6" SD 1 6" SD PIPE _. CURB `I (-, c DJ U) CUtizri - Y2c t , GRASS 8"DEC 0 0 z n 0 m 8"DEC 24_1 NEW FACILITY 4: 0 4; w m d' 1 41' 4f 0 W iIw1,_ L 111 ( 1 c. C I. 0: 1 /. 00' - ASPI1: z 73 m 1,1 r cs W / ILI y tr I II It' (f) 0 IJ E. 6" DFC J/ 11 CB RIM -23.0;; IC 12"CMP(N)::15.5 IE 12"CMN(S)=1 .'I SEE NOTE 8 ..,=. Co RIM 23.76 ]1 -e-IC 6"CI (N)=20.6 I I f,l, - lc k1 CLEANOI.JT, SEE DETAIL J-.THIS SH ( 81';,P._IPE IE=23.0 `-) 83 LF LCPE OR PVC (COLLECTION PIVATFR SPOUT ,,,SLOPE=3.0% ( 10"DEC _ +- SDMI I R M=25.15 IE I2"CMP(SW)-1'7.4 IE 12"CMP(E)=17.2 TOP OVERFLOW -19.5 Ik 8"CMP(NF.:)=17.4 I O"SI) 23 12"`;q _ CH RIM= 22.88 IC 10"CMP(W) • 18.2 IE 12"CMP(E)=18.2 UTILITY PLAN SCALE: 1"=20' CB RIM=22.64 IF 12"CMP(W)-17./ IE 12"CMr''(E)=17.7 ■ I Vv ASPHALT • --- 77.00' • 1lEd CLEANOUTI AND 2 EA 45' BENDS C8 RIM -t23.10 IE 8"CMP(SW)=15.7 IE8"W-29.5 r UM 1078E-55 93 NAIL & WASHER FI 24.11 i C.M.ST P&P AND U.P. RAILROAD EASEMENT 2.7.00' - _ I C.M.ST P&P AND U.P. RAILROAD EASEMENT btoe lorb 0 HORIZ. 0 HORIZ. 10 20 L 40 Scale In Feet 10 0 Scale In Feet 40 EXF I E FEB 1.1 2012 REVIEWED FOR CODE COMPLIANCE APDaAVF.D MAR 18 2011 Call City of Tukwila before you Dig. BUILDING DIVISION 1-800-424-5555 UNDERGROUND SERVICE (USA) EC OFTI. NOV 01 '1.01 PERMIT CENTER PERMIT SET = ) 0) c co 0 .a 8' 0 a 0 co (n J w O m w Z (n J ow Z O 0 in 62r 1-00 0 co 03 >- SC (0 CC0 0> L 1 SCALE: AS SHOWN DATE: OCT 2010 DESIGNED BY: DKU CHECKED BY: KHN JOB NUMBER 10610.00 DWG NAME: P10610_UT SHEET C6 OF 8 ❑ of O 1- w % ❑ o 9 C7 O Z r W x W co 0 W Q »ao L._'"a2X DrrOt2Q oaaw9 • rp o o o<> p N oZ N %`-‘1\ o(0 doo¢o rrJr w QPpFzG Z o Caamx ZI 0 5 W END MON IN CASE 3/4" PLUG W/PUNCH EL F. V.=22.29(DN • 1.5') 4 7 10 SSMH RIM -23.11 •CI CHAN. 8•'CONC (N/S/E).:.12, 3 ANDOVER PARK WEST 42• - NOG -14'09"W - - frSS 400 LF .-.ss.---_ - - L J CO 1.11 0 TUKWILA PARKWAY ------L7O1;P31 _ -'-_'-'-_ _. _..-SINGLE WF11 fE RPM 8"W CURB & GUTTER 10' EASEMEN ° b i)F:C }6"DE'L' PER PIAT CB RIM=25./4 IE: 10"CMP(W)- 20.1 IE 10"CMP(E)= 20.7 IE 8"CMP(S)1:.20.1. FACE OLEIC. �E E- ICH RIM =•26. I1 IE 10"CMP(W)=21.2 IE 8"CMP(E)=7.1.2 -" . - .... CU RL_ iP VI Ln 8"SD NO PARKIN ' :RE LANE CW GRASS NB8'38'48"E 477.96' B1,SD CE RIM=25.8/ / ASPHAI- f IC 8"CMP(W):=22.0 - _ JE 8"CMP(E)=22.0 BM 10/80-63.90 NAZI & WASI ICR Fa -: 26.15 8"S1) CW nom, 8 rn J` A r P.Aa rJ- in 0 toN ;Dili 4'- • L ,6-(1DCC 1J. A. - s n w _sJ SSMH I;IM 2&46 CL CHA.N. &CONC (1-'/W)=•11 =--1 URB & GUl CER END MON IN CASE 1/2" PLUG w/•PUNCI1 ELEV=22.79 (DN 1.0') ' 4-7-10 I - -'- - - CW • - (CRASS SD -• -C_O _CC,TRtT3- : Id CF3 RIM • 75.85 IE 8"CMP(W)=23.0 IE 8"CMP(E')-23.0J 3(171.3, SUPPORT STANCIIION (TYP) 2 11 r•rr J•rnI r'U r. 7;3 C0] CB RIM. -.22.43 IE: 10"CM P(W)=18.4 II-. 10" CMP(r) IE 10'CMP(N)=18.23 i 0 73 it nD P1 r 0 SEE NOTE 2 DRIVEWAY P . 2"' ON -t--4 Si) .r. CO RIM=26.27 I1. 8"CMP(w)=24.3 NO PARKING FIRE LANE 6"SI), EX. Cl)RE1 /`TYP C.0. ..,•Il dd c. P.n.,' c. E7nr.: ' I C l Oo 0 r 1 %) 171 4J 0 P1 0 0 11 IQ 0 P-3 ' LP 6 m 0 0 0 CC' -1 co C•1 11 m r7 1 0 0 m Cr 0 1T1 0 0 0 10"SD PAVING RESTORATION PLAN SCALE: 1"=20' ASI'HAL r - 26 1I t71 11 u 1•J 0 93 0 ;n �l ASPHALT 0 u 1 N.A. FACEBLDG PROPOSED NEW BUILDING 0 L C] f7 C, 1,4 m u+ cu w z -J 8"W w- - ----------i CURB CW - - - -j C) B'1)I C. GRASS I a"DEC \C‘ GRASS (11 0 r� (,1 !.1 0 c5 L_ rA 8"DEC l�\ r; . 8"CIL. I 7 CD RIM 23.03 If I; "CMP(N)=15.5 1C 12"CMP(S)::' 15.5 . C6 RIM=23.76 1E 6"CI (N)=,20.6 C) I &DE•C 6') 8"DEC >10"DEC 1 JOIN NDIN I)MH R M==25.15 IE 12"CMP(SW)-17.4 IE 12"CMP(E.)=17.2 ASPII.ALT COP OVERFLOW=19.5 IE CCMP(NE)--17.4 CB RIM-- 22.88 / 10"CMP(W)=18 2 I CH RIM -r•72.66 / IE 12"CMP(W)=17.7J IF 12"CMP(F )-17.1 N 10" 1 v ASPI-IAI I 27.00' C.M.(31 P&P ANI) U P. RAII.k2OA1) F.ASF MEN" 11" c c -CB RIM.:73.10 IE CCMP(Sw)=19.7 0 7 0 0 In 6" n z • ;3 Cl DE % n 70 r_ w 4" CO SAWCUT ASPHALT -BM 1078F::--55.93 NAIL & WASHER EL=24.11 - 27.00' H C.M.ST P&P AND U.P. RAILROAD EASFMENI NB4'42'4EN H 0 10 0 ORIZ. LEGEND: VZ/ - 4 40 Scale In Feet SAWCUT ASPHALT OR WALK REMOVE CURB NEW CURB REMOVE EXISTING ASPHALT PAVING & WALK NEW ASPHALT PAVING NEW CONCRETE SIDEWALK NOTES: 1. RESTORE NO PARKING, FIRE LANE" 3 LOCATIONS. 2. PROVIDE 4" CONCRETE PAD FOR NEW TRANSFORMER. EXPI . ED FEB 1.12012 CODE C MPLIANCE APDRMMED MAR 18 2011 City of Tukwila BUILDING DIVISION C II a before you Dig, 1-800-424-5555 UNDERGROUND SERVICE (USA) cryRE OF NOV' 0 1'[0.10 PERMIT CENTER PERMIT SET O o J J W F 0 W o< 0� Z W 98 O O m wCOtsi N omo0 -FLY INDOOR SKYDIVING PAVING RESTORATION PLAN SCALE: AS SHOWN DATE: OCT 2010 DESIGNED BY: DKU CHECKED BY:. KHN JOB NUMBER 10610.00 DWG NAME: P10610 PV SHEET C7 OF 8 0 3 0 w 9 01 I Q 0 0 1- w w 0 O O z w Lu z C7 W o_ LJi>- C aM 1 paitI i:a c� coCC jo oZ 00 oNNZ0 0_V4-0 m o Q Q�r r r J x w LJW6.1M ��P2QJ <PpzEr_ W>Ouce W Qoce u_(inn X ACCESSIBLE PARKING SIGN SEE DETAIL WHEEL STOP SEE DETAIL i 4" WIDE WHITE STRIPING (TYP.) 6" WIDE WHITE STRIPING (TYP.) 30' 6'-O" 1'-3" 1'-3" 5' EQUAL I EQUAL_ ADA ACCESSIBLE PARKING STALL, CAR DETAIL SCALE: NTS 0 w 2.5" ASPHALT CONCRETE PAVING, CLASS 1/2" PG 64-22 SEE DETAIL o00 co° 000°000 00°000°coo0 °° 0°° 00° o°° 0 0° oo 00 0 0 O 0 0 0 o`j%\! 7/ /\i00 ce \/-> \/\i\isi\7 0°o00°000°000°00 6" CRUSHED SURFACING BASE COURSE COMPACTED BACKFILL ASPHALT CONCRETE . DETAIL SCALE: NTS #3 DEFORMED BARS 8" LONG @ 24" O.C. DEPTH OF THROUGH JOINT @ 10' O.C. *TOP OF LIP AT DRIVEWAYS VARIES 10" 2 1/2" 5" R=1.5" 6" MIN. 2 1/2" II n CO /\,, cc /jam j \\ EXTRUDED CEMENT CONCRETE CURB DETAIL 1-3-) SCALE: NTS n o ACCESSIBLE PARKING SIGN R7-8 TO BE MOUNTED ON METAL POST W/ 1/4" DIA. POSTS VAN ACCESSIBLE SIGN MOUNTED BELOW FLEXIBLE POST "SAFETY -HIT" POST OR EQUAL EPDXY TO PAVEMENT PER MANUFACTURE'S REQUIREMENTS FINISHED GRADE ACCESSIBLE PARKING SIGN MOUNTING DETAIL SCALE: NTS EMBED DOWEL 6" MIN STATE DISABLED PARKING PERMIT REQUIRED 18" EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND, WHEN IN THE PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36" FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. ADA PARKING STALL SIGN DETAIL SCALE: NTS WHEELSTOP W/ (1) #4 BAR (EA END) CONC EPDXY RESIN TO CONTACT SURFACE ASPHALT PAVING reS An, '.!�lM, :NP�»ti!^� N r»1.w/ SECTION A -A „ NOTES: 1. ALL CONCRETE WHEELSTOPS SHALL BE PAINTED YELLOW. 2. ALL PLASTIC WHEELSTOPS TO BE YELLOW SOLID MOLDED PLASTIC BY ROADTECH OR APPROVED EQUAL INSTALLED WITH LAG BOLTS PER MANUFACTURES RECOMMENDATIONS. RECYCLED PLASTIC OR CONCRETE WHEELSTOP DETAIL {r61 SCALE: NTS 2.0' MIN FOR TRUNCATED DOME SECTION PVMT. TEXTURE ACP OR PCC SIDEWALK AND RAMP 6.0' NOTES MATCH EXISTING OR PROPOSED SURFACE ASPHALT CONCRETE PAVEMENT (ACP) /. // SECTION A -A 3'-0" 3" SAWCUT EXISTING ACP TO STRAIGHT VERTICAL LINES EXISTING ACP HC SYMBOL SCALE; NTS SEAL CONSTRUCTION JOINT SEE ..r ..e .. R4•r..0 iii • i,1•. .• i\%\\\ \\ /\//\\ ��/\./\ /�\/�\///\/�\\ UNDISTURBED BASE, SUBBASE, AND SUBGRADE ACP CONSTRUCTION JOINT DETAIL X71 SCALE: NTS 1. SEE PLAN FOR SIDEWALK WIDTHS AND JOINTS. 2. RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. SIDEWALK TRANSITION RAMP DETAIL CD SCALE: NTS btoracup EXP FEB 11 2012 CODE COMPLIANCE ADDQnVED MAR 18 2011 City of Tukwila BUILDING DIVISION Call before you Dig. 1-800-424-5555 UNDERGROUND SERVICE (USA) F Tlv1KWt NUV 01 2010 PERMIT CENTER lo, 6t /0 w PERMIT SET r -- 8 N S 0° o v T co A? 0 dt O go' >Q� -� c- o o co N co 1 u 0 03 rn J w 0 Lu z ©>- Q ci J 0 J Z W 0 Jp co CY = 3wco om,- NDOOR SKYDIVING PAVING, SIGNS & STRIPING DETAILS SCALE: AS SHOWN DATE; OCT 2010 DESIGNED BY: DKU CHECKED BY: KHN JOB NUMBER 10610.00 DWG NAME: P10610_PVDET SHEET C8 OF 8 0 J I 0 0 LzJ Li x 0 i 0 z w z z cc 0 m N. 0 co 0 X 0 0 1 - T c50 C6 ONNce I c10 \gy p NN�� Co LSIWu g M M M Q J CPpzr zw w > ~ W W <JJmix w x EXISTING SIDEWALK TO REMAIN LIGHTING NOTE: EXISTING, SIDEWALK TO BE REMOVED AND REPLACED SAWCUT LINE 1 - THE LOCATIONS OF LIGHTING FIXTURES 4 LOCATION OF CONDUIT SHOWN IN PLANS ARE CONCEPTUAL. REFER TO THE ELECTRICAL AND OR THE ARCHITECTURAL PLANS FOR ACTUAL LOCATIONS. 6" GONG. WALK WITH SMOOTH BROOM FINISH SEE NOTES, SIDEWALK DETAIL G. WELDED WIRE MESH SHALL BE 6'X6" W I.4'X V4 14 (AASHTO M55) 3/8? EXP. JOINT 2"—' 1.0' (rrpj L &HT CENTERED 114 12° CONCRETE STRIP NEW CURB FRONT ENTRANCE WITH NEW LANDING SCALE: I" = 5' EXISTING CURB TO BE REMOVED 5 1 GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 feet NOTES WELDS, WIRE MSI I I. SIDEWALK AND CURB 4 GUTTER CANNOT BE POURED IN BOTTOM 1/3 OF CONCRETE MONOLITHICALLY. 4" MINIMUM 3/4° COMPACTED GRAVEL 145 DETERMINED BY THE ENGINEER '15%5 COMPACTED 5USGRADE * SEE ELECTRICAL PLANS FOR LIGHT FIXTURE SPECIFICATIONS 4 PVC CONDUIT SIZE 4 LOCATION SIDEWALK SECTION EOR LIGHTING 140 SCALE PVC CONDUIT " 2. CONCRETE SHALL BE GEMENT CONCRETE CLASS 4000 P51 MINIMUM, WITH AIR ENTRAINMENT. t40 COLOR OR TINT SHALL BE ADDED. 3. FORMS SHALL BE SET TRUE TO LINE AND GRADE AND SHALL BE STEEL UNLESS OTHERWISE APPROVED 13Y INSPECTOR. 4. SIDEWALK SHALL NOT BE POURED IN THE RAIN OR COLD WEATHER (BELOW FREEzINS). FRE EMERGENCE HERBICIDE (APPROX 8 L85/2500 50 FT) 3/8° EXP. JOINT VICINITY MAI° N.T.5. CONTACT I NCO LOCATION CLIENT ARCHITECT CIVIL /SURVEY LANDSCAPE ARCHITECT THE ANt'C ® SOUTHCENTER 501 TUKWILA PARKWAY THE ANNEX A SOUTHCENTER JENSEN/FEY ARCHITECTS 1730 LEARY WAY REDMOND, WA '8052 PHONE:425-216-0318 CONTACT: DAVE DEY, AIA PAGE ENGINEERS INC. 11255 KIRKLAND WAY, SUITE 300 KIRKLAND, WA '18033 PHONE:425-827-2014 FAX:425-821-5045 CONTACT: KEN NILSEN, F.E. PAGE ENGINEERS INC. 11255 KIRKLAND WAY, SUITE 300 KIRKLAND, WA 618033 PHON E:425-821-2014 FAX1425-821-5043 CONTACT: JOHN RUBENKONIG, MLA SHEET INDEX LI.0 OF 3 LI.1 OF 5 LI.2 OF 5 FRONT ENTRANCE -LANDING AREA REAR ENTRANCE -TRANSFORMER AREA OVERALL SITE PLAN EX COLD JOINT NEW CURS 4! MINIMUM 3/4' COMPACTED &RAVEL AS DETERMINED BY THE ENGINEER 15% COMPACTED SUB6RADE CONCRETE SIDEWALK 4' MIN THIGKNC C BROOM FINISH SIDEWALK SECTION NO SCALE PAVEMENT FEB 1,1 2012 REVIEWED FORflVFD CODE COMPLIANCE MAR 18 2011 City of Tukwila BUILDING DIVISION RECEN D CITY OF TU I.A FEB 18 7011 PERMIT CENTER PER CITY REVIEW STATE OF WASHINGTON REGISTERED DSCAPE ARCH CT St JOHN E. RUBENKONIG CERTIFICATE NO. 514 Q Z w < z WQ - 3 >" F 0 zJ co o a -J a co I W CC d CD -, 0 < o 0 z? 9 7 z z a J W M1- 6 a E0 r 11 SCALE: 1"= 5' DATE: 2-16-11 DESIGNED BY: JR CHECKED BY: JR JOB NUMBER 10610.00 DWG NAME: P1061 D__LP SHEET L1.0 OF LANDSCAPE NOTES I. ALL TECHNIQUES AND METHODS USED DURING CONSTRUCTION or THE LANDSCAPE PORTION OF THIS PROJECT SHALL BE OF THE FIRST QUALI1Y AS COMPARED TO THE STANDARDS OF THE INDUSTRY. ALL ASPECTS OF THIS WORK WILL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE LANDSCAPE ARCHITECT AND THE CITY OF TUKWILA. 2. COORDINATE ALL WORK WITH OTHER CONTRACTORS ON SITE. THE LANDSCAPE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARYPOR THAT PORTION OF THIS PRO.E CT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEBRIS, RUB61514 AND ANY EXCESS MATERIAL INCURRED BY THIS PROJECT. 4. DISCREPANCIES BETWEEN PLANS AND SITE CONDITIONS SHALL BE DROUGHT TO ThIE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING. 5. VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO TREE INSTALLATION. NO TRIS SHALL BE PLANTED CLOSER THAN 5 rEET TO UNDI RtSROUND UTILITIES IF AT ALL POSSIBLE. 6. VERIFY EXISTING GRADING IN FIELD PRIOR TO CONSTRUCTION. 1F CONDITIONS ARE OTHER THAN EXPECTED, CONTACT THE ARCHITECT IMMEDIATELY. 7. EXISTING, TOPSOIL SHOULD BE STRIPPED FROM CONSTRUCTION LOCATIONS, SAFELY STORED ON SITE, AND REUSED IN PLANTING HED PREPARATION. AUGMENT WHERE NECESSARY WITH °STEERGO°, PACIFIC TOP SOIL WINTER MIX OR AN APPROVED EQUIVALENT. TILL THOROUSHLY INTO PLANTING BEDS AND LAWN AREAS TO A 6' MINIMUM DEPTH. REMOVE ROCKS AND DEBRIS LARGER 'MAN I". b. COVER ALL TREE, SHRUB AND GROUtC,COVER PLANTING AREAS WITH A TWO INCH MINIMUM THICKNESS OF MULCH. Q. THE LANDSCAPE CONTRACTOR SHALL HE RESPONSIBLE POR THE MAINTENANCE OF THE LANDSCAPE PORTION OF T1-115 PROJECT DURING CONSTRUCTION AND FOR A MINIMUM OF 90 DAYS AFTER FINAL ACCEPTANCE. THIS WORK SHALL TAKE THE FORM OF WATERING WHERE NECESSARY, DEBRIS PICKUP, REMOVAL OF INVASIVE NON -NATIVES SUCH AS HIMALAYAN BLACKBERRY 4 REED CANARY GRASS AND ANY PRUNING, NEEDED TO KEEP THE LANDSCAPE IN FIRST GLASS CONDITION. 10. ALL PLANT MATERIAL SHALL BE IN GOOD GROWING CONDITION AT THE TIME OF PLANTING AND SHALL BE GUARANTEED 1:OR ONE FULL YEAR OR UNTIL THE NEXT GROWING SEASON (WHICHEVER TIME PERIOD 15 LONGER) AFTER FINAL ACCEPTANCE. ANY REPLACE €NT PLANT MATERIAL REQUIRED SHALL BE EXACTLY THE SAME AS ORIGINALLY SPECIFIED A5 TO TYPE AND SIZE. IN THE EVENT THAT A PARTICULAR PLANT SFECIE5 15 NOT SURVIVING, A SUBSTITUTE SPECIE5 MAY BE SELECTED, PER LANDSCAPE ARCHITECT APPROVAL. THE CONTRACTOR SHALL RE -DO ANY TREE STAKING/ AS 15 APPROPRIATE DURING 1415 TIME PERIOD. 11. DIG, PACK, TRANSPORT AND HANDLE ALL PLANTS WITH CARE TO ENSURE PROTECTION FROM INJURY. STORE PLANTS IN THE MANNER NECESSARY TO ACCOMMODATE THEIR HORTICULTURAL REQUIREMENTS HEEL -IN PLANTS AND IRRIGATE AS NEEDED TO KEEP PROM DRYING OUT. 12. INSTALL APPROPRIATE TRANSPLANTER FERTILIZER TO ALL PLANTING PITS AS SPECIFIED BY MANUFACTURER, 13. THE CONTRACTOR 15 RESPONSIBLE FOR WATERING ALL PLANTS TO ENSURE THEIR SURVIVAL UNTIL FINAL ACCEPTANCE. IF CLIENT DESIRES, INSTALL A TEMPORARY IRRIGATION SYSTEM. PLANTING NOTES 1. THE IDEAL TIME FOR PLANTING 15 SEPTEMBER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY IRRIGATION FROM INSTALLATION UNTIL APPROXIMATELY NOVEMBER I OR THE COMMENCEMENT OF THE RAINY SEASON. IF NECESSARY, TEMPORARY IRRIGATION SHALL CONTINUE THE FOLLOWING SUMMER FROM MAY TILL NOVEMBER. 2. SOIL GPCGIFICATION FOR AREAS PREVIOUSLY USED AS PARKINS. REMOVE EXISTING, ASPHALT PAVEMENT AND CRUSHED ROCK BASE (ASSUMED TO 5E 6' COMBINED DEPTH). TO LOOSEN THE SL GRADE, TILL TI -119 EXISTING SOIL TO A MINIMUM DEPTH OF 12°. ADD 4° CEDAR GROVE COMPOST IN TWO EQUAL LIFTS AND TILL THOROUGHLY INTO THE LOOSENED SOIL. RAKE SMOOTH. ADD 6° OF PACIFIC TOPSOIL WINTERMIX AND TILL INTO SOIL. RAKE SMOOTH AND COMPACT TO 15%. ADD ADDITIONAL TOPSOIL (12' MINIMUM) TO MATCH EXISTING ADJACENT GRADES OF LANDSCAPED AREAS AND TOP OF NEW CURB. COMPACT THE RESULTING SOIL TO 15%. PLANT SHRUBS AND LAWN PER PLAN. ADD 2" OF MULCH AROUND ALL PLANTED AREAS. 3. ALL TREES ON SITE SHALL BE PERMITTED TO ACHIEVE THEIR MAXIMUM HEIGHT. PRUNING OF TREES SHALL BE LIMITED TO THE REMOVAL OF HAZARDOUS OR DEAD BRANCHES OR IF THE PRUNING I5 DONE WITH THE PURPOSE OF ALLOWING THE 'TREES TO FULLY MATURE. TOPPING, THE TREES IN ORDER TO PROVIDE SETTER VISABILITY FOR SIGNAGE SHALL NOT BE PERMITTED. 0 0 o_ :D O 1- W 0 Q z_ 0 z W � >< roQ¢X = O r -d3 o co WI Or rs> O c4 jn c_ opt toaccvv QCr X10610AR, X10807_BDR, 2° MULCH MIN. DEPTH FORM SAUCER WITH 5" CONTINUOUS RIM CUT AND REMOVE ALL WRAPPING AND BURLAP FROM TOP HALF OF BALL WATER $ TAMP POCKETS TO REMOVE AIR POCKETS. SEE PLANTING MIX - A -r\ EXISTING TREE TO REMAIN PROVIDE HEAR DUTY BLACK PLASTIC EDGER BETWEEN NEW EXISTING. GRASS - PLANTING BED AND EXISTING .__ TO -REMAIN GRASS LAWN 4' 4, 4- I, " •y' •v• y W 4, ^1' ,„ y 4,w `I' RADIUS J. UP (trr) .- w y .r .b '.v w •b y y y W w' w WFO w • v, w 10 .,, w y 4 s 4 y 4 y. •1- 4, w w w w J. 4, 4, v W V `I, v 4' Y_ 4 4 W 4, 'V w w •v -1r• y 4, •b m J• 1a`,' -k .it y y w . ,b •1. •b •' J, y y 4. w ..w MP 4• 4 • y e. 4, v y W U1.1, .b Vie y .JJ + SD :fI SIII: Li I. II TI.TII1= F. - VARIES ROOT BALL 4 12° SHRUB PLANTING 140 SCALE NEW CURB NEW PLANTING BED. SEE PLANTING NOTE 2 3" TAMPERED TOPSOIL SCARIFY TO 4" DEPTH NEW GRASS 5F • 69 PROVIDE HEAVY DUTY BLACK PLASTIC EDGER BETWEEN NEW PLANTING BED AND NEN GRASS LAWN. TOP OF EDGER TO BE FLUSH WITH FINISH GRADE OR CURB PLANTING PLAN AT NEY4 TRANSFORMER SCALE: I" = 5' 3-21X2" STAKES DRIVE (MIN 29 FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT PLANT 50 THAT TOP OF ROOT BALL 15 LEVEL WITH TFE FINIC4 lCD GRADE 2 STRAND TWISTED 12 GUAGE GAL. WIRE ENCASED IN 2" DIA. RUB$ER HOSE r -:whir 14;47:14( >a.�`I' ��r�lti .�i F!a :11.7 113�.,U ��-:0:16 Aho 1':..rGi Y "46'!1�� + �\l\ �nj!•..r.�.'i1_at � Yyti��l( >r, SH '��/ytLestpl��% 3 a'(�\��n// 111.\lrlb✓�,,,rr: 'o REMOVE GRASS FMOM NEW PLANTING BED AREAS NEW GRASS 5F=q6 -1Fo` - EXISTING CURB TO 5E REMOVED GRAPHIC SCALE 5 0 2.5 5 10 (INFEST) 1 inch = 5 feet FERTILIZER - PLACE PRIOR TO BARK MULCH APPLICATION. BARK MULCH - 2' LAYER FEATHER TO TREE TRUNK. FORM SAUCER WITH 3° CONTINUOUS RIM GUT AND REMOVE ALL WRAPPIN6. I - BURLAP FROM TOP HALF OF BALL. WATER4 TAMP POCKETS TO REMOVE AIR 5!! SPECIFIED PLANTING MIX. d 14111,:".7,0r ::41 II12X BALL DIA. iil � iii- =I 1IIk•-' TREE PLANTING NO SCALE NOTE: INSTALL 18" ROOT BARRIER WHEN STREET TREE 15 ADJACENT TO SIDEWALK. 3" TAMPED TOPSOIL SCARIFY TO 4" DEPTH PLANTING SCHEDULE SYMBOL BOTANICAL COMMON NAME NAME TREES SHRUBS so, 4. J, AGER JAPONICUM 'SANGO KAKU' PRUNUS YEDOENSIS ABELIA SRANDIFLORA HYDRANGEA MAGROPHILLA ILEX GRENATA ' ON\ E A' PHOTINIA FRASER! PRUNUS LAUROGERA5US 'OTTO LUYKEN' CORAL BARK JAPANESE MAPLE YOSHINO FLOWERING CHERRY GLOSSY ABELIA 516 -LEAF HYDRANGEA CONVEX JAPANESE HOLLY ERASERS PHOTINIA 'OTTO LUYKEN' LAUREL ARCTOSTAPHYUOS KINNIKINNICK UVA-URSI NOTE: INFILL AROUND NEW SHRUBS IN PLANTING BEDS AS SHOWN. SIZE 1.15" CAL. L15" GAL. QUANTITY SPACING 3 11.5' O.G. 8 SEE PLAN (L1.2) 5 GALLON q 3 GALLON 6 2 GALLON 14 3 GALLON 3 SALLOW 4' O.G. 4' O.G. 2.5' O.G. 6 35' O.G. 14 3' O.G. 1 GALLON 1004 SF / 901 18" O.G. 7fri EXISTING GRASS W W 't W W NEW GRASS LAWN SOUTH AND EAST OF TRANSFORMER. 5E = 165 GRASS SEED SPECIFICATOIN: 40% CREEPING REP FESCUE 10% HIGHLAND BENT&RASS APPLY AT 5 LB5./1000SF 20% KENTUCKY BLUEGRASS 30% PENNFINE RYEGRASS MULCH - 2" MINIMUM OF CEDAR GROVE COMPOST HEAVY DUTY BLACK PLASTIC EDGER 611 MIN. DEPTH, LF = 60 1 -e*,;trnatirlat, itttr i t` •2•,•rt a .,•,. + r ? '•S` n'G~ •�� . /... /yCJn wC '�.a, r ra.+T EX Y "• )�11'Il IR D FEB 1 2012 IN:N., Kr; ; ...; !IL :Si" 4: • 77,4; i.iKY"41'y}}7 _+ 1 NOTE: SEE PLANTING PATTERN GROUND COVER NO SCALE CONTROL 1 FP RELEASE I'ERTILIZER GRANULES. PLACE PRIOR TO BART MULCH APPLICATION. BARK MULCH 2° DEPTH, FEATHER TO BASE OF PLANT. FINISH GRADE BACKFILL SOIL REVIEWED FOR CODE COMPLIANCE ,APPLMVED MAR 182011 City of Tukwila BUILDING DIVISION RECEIV pp CITY OF TUKWILA FEB 18 2011 PERMIT CENTER CaII before you DZg. 1-800-424-5555 UNDERGROUND SERVICE (USA) 1 PER CITY REVIEW a N 5 w C4 0 S CO5 la N tea_ m v T 10 N N -so coc krj LO coN C 4 z 1) 0) C c :o 0- E 9- 2 rn W '5 0 0 a STATE OF WASHINGTON REGISTERED C' 'EAR IT CT r 14 E. RUBENKONIG TIFICATE NO. 574 IFLY-INDOOR SKYDIVING Fec 0 a - cc 3 SCALE: rim 5' DATE: 2-16-11 DESIGNED BY: JR CHECKED BY: JR JOB NUMBER 10610.00 DWG NAME: SHEET L1.1 OF 3 SS67F1 RIM=23.11 -CL CHAN. B"CONC 7 (N/s/E)=7 2.3 • SS N `� TUKINILLA PARKINAYC- -- -- __ 2 (E/W)-14.7 Co IV SS a �a :j1 JI m II 0 0 -P- m p.5 H171 0 Z Moo n C8 -1 7J -.1> 0 " In 0. m— Cr P1 - AT M? D ro' NO 0 > c° o M133 5K 2 W 11 0 IJ C rn IIS 0 1.0 G, rn 0173 o 01 ,Z7 m 111 P1 0 0 rr1 ci A m 73 Z Fri 'S D A o o r a 0 0 111 K CENTER CHERRY TREES BETWEEN BACK OF CURB AND BACK OF SIDEWALK SPACING 30' O.G. [7 0 M... .. r • / J . I J 0 0 0 ACCESS DRIVE EXISTING TREE TO REMAIN ANGLE LINE ESTABLISH A LINE ("ANGLE LINE") BETWEEN EXISTING TREE AT SOUTH 130 AND FIRST TREE NORTH OF ACCESS DRIVE: PLANT CHERRY TREES AS SHOP% AT 26' OA SOUTH OF ACCESS DRIVE ONLY. 1 SEE SHEET 1.1 1 1 1 1 0 0 OVERALL SITE PLAN SCALE: I' = 20' SEE SHEET 1.0 EXPI ED 1 FEB 11 ZQ1Z REVIEWED FOR CODE COMPLIANCE ADIDRnvED MAR 18 2011 City ofTukwila BUILDING DIVISION GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 finch = 20 feet RECEIVE clrr OF TUKrnLA FEB 182011 PERMIT CENTER CaII before you Dtg. 1-800-424-5555 UNDERGROUND SERVICE (USA) o o N O 0 PER CITY REVIEW 0 W w W W a. P z 0 N 5 W 1 M 8 m aD ca g N N N S?Lo n c - N �J T S a V) STATE OF WASHINGTON REGISTERED LANDSCAPE ARCH ECT L (11 JOHN E. RUBENKONIG CERTIFICATE NO. 574 FLY -INDOOR SKYDIVING c a o_ � ?Q as Co Q. k W X y LAIR ctz a3 0 w [an . 2 SCALE: 1" 5' DATE: 2-16-11 DESIGNED BY: JR CHECKED BY: JR JOB NUMBER 10610.00 DWG NAME: P10610.1P SHEET L1.2 OF 3 CODE I\FOV ATIO\ IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING I5 NOT TO SCALE, APPUCABLE CODES ZONING CODE BUILDING CODE FIRE CODE ENERGY CODE MECHANICAL CODE PLUMBING CODE ELECTRICAL CODE ACCESSIBILITY CODE ELEVATOR CITY OF TUKWILA MUNICIPAL CODE CRY OF TUKWILA T.U.C. DESIGN REVIEW GUIDLINES 51-50 WAC WASHINGTON STATE BUILDING CODE / 2009 INTERNATIONAL BUILDING CODE 51-54 WAC / 2009 INTERNATIONAL FIRE CODE 51-11 WAC / WASHINGTON STATE ENERGY CODE 51-52 WAC / 2009 INTERNATIONAL MECHANICAL CODE 51-13 WAC VENTILATION AND INDOOR AIR QUALITY NATIONAL FUEL GAS CODE/ INTERNATIONAL FUEL GAS CODE 51-56 WAC / 2009 UNIFORM PLUMBING CODE NATIONAL ELECTRICAL CODE 2009 INTERNATIONAL BOLDING CODE, ICC M17,1-2003 & APPENDIX E SECTIONS 101 THROUGH 106 WAC 51-50 / ASME REGULATIONS USE AND OCCUPANCY CLASSIFICATION A-3 BUILDING WILL BE PERMITTED AS ASSEMBLY (2009 IBC SEC. 303.1) BUILDING HEIGHTS AND AREAS ALLOWABLE HEIGHT (TABLE 503) HEIGHT MODIFICATIONS (504) TOTAL ALLOWABLE HEIGHT HEIGHT PROVIDED ALLOWABLE BUILDING AREA 2 1 3 STORIES 75' 3 STORIES 70' ALLOWABLE AREA (TABLE 503) AREA MODIFICATIONS (506) TOTAL ALLOWABLE AREA GROSS CONSTRUCTION AREA PROVIDED BASEMENT PLENUM GROUND LEVEL PLENUM DECK SECOND LEVEL OBSERVATION LOW ROOF DECK LEVEL SERVICE LEVEL TOTAL TYPE OF CONSTRUCTION (3,012) 5,481 5,115 3,340 3,340 17,276 15,500 SF +200% FOR SPRINKLERS 46,500 SF TYPE OF CONSTRUCTION (TABLE 602) FIRE RESISTANCE RATINGS STRUCTURAL FRAME BEARING WALLS EXTERIOR BEARING WALLS INTERIOR NON—BEARING WALLS EXTERIOR NON—BEARING WALLS INTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION PERMITTED COMBUSTIBLE MATERIALS (603) II B FULLY SPRINKLERED (FIRE RESISTANCE RATINGS ANALYZED USING A3 OCCUPANCY) NR 1 HR < 5 FT SEPARATION 1 HR 5-10 FT SEPARATION NR 10-30 FT SEPARATION NR > 30 FT SEPARATION NR 1 HR < 5 FT SEPARATION 1 HR 5-10 FT SEPARATION NR 10-30 FT SEPARATION NR > 30 FT SEPARATION NR NR NR INSULATION (603.1.2) INTERIOR FINISHES (603.1.5) EXTERIOR DISPLAY WINDOW FRAMING < 15 FT ABOVE GRADE (603,1.6) PARTITIONS WITHIN TENANT SPACES (603.1.8) EXTERIOR WALL COVERINGS (603.1.10) SEE SECTION 603 FOR ADDITIONAL PERMITTED USES FIRE RESISTANCE RATED CONSTRUCTION MAXIMUM AREA OF OPENINGS (TABLE 705.8) ALSO SEE SEC 705.8,1 FIRE WALLS (706) FIRE BARRIERS (707.3.9) SHAFTS & VERTICAL EXIT ENCLOSURES (707) FIRE PARTITIONS (709) SMOKE BARRIERS (710) SMOKE PARTITIONS (711) HORIZONTAL ASSEMBLIES (712) PENETRATIONS (713) FIRE RESISTANT JOINT SYSTEMS (714) OPENINGS FIRE RATING REQUIREMENTS (715) 2 HR FIRE WALLS AND BARRIERS 1 HR SHAFT EXIT ENCLOSURE & EXIT PASSAGEWAY WALLS 1 HR FIRE BARRIERS 1 HR CORRIDOR WALL FIRE PARTITIONS OTHER 1HR FIRE PARTITIONS 2 HR EXTERIOR WALLS 1 HR EXTERIOR WALLS FIRE WINDOW ASSEMBLIES DUCTS AND AIR TRANSFER OPENINGS (7161 INTERIOR FINISHES REQUIRED INTERIOR WALL AND CEILING FINISH CLASSIFICATION (803.5) VERTICAL EXITS EXIT PASSAGEWAYS EXIT ACCESS CORRIDORS ROOMS AND ENCLOSED SPACES REQUIRED INTERIOR FLOOR FINISH (804) FIRE PROTECTION SYSTEMS BUILDING TO BE FULLY SPRINKLERED. MEANS OF EGRESS PROTECTED 0 TO 3 FT 3 TO 5 FT 5 TO 10 FT 10 TO 15 FT UNPROTECTED 0 TO 3 FT 3T05FT 5 TO 10 FT 10 TO 15 FT NOT PERMITTED 15% 25% 45% NOT PERMITTED 15% 25% 45% 3 HR 2 HR 1 HR > 3 STORIES 1 HR 1 HR NR NR VARIES — VERIFY WITH SECTION 713 FOR ALL PENETRATIONS EQUAL TO RATING OF WALL EXCEPT NR WHERE UNRATED OPENINGS ARE PERMITTED 1 1/2 HR 1H 3/4 HR 1/3 HR 3/4 HR 1 1/2 HR 34 HR SEE SECTION 715.5 1 1/2 HR FIRE DAMPER RATING INTERIOR FINISHES ANALYZED FOR MOST RESTRICTIVE USE A-3, FULLY SPRINKLERED 8 8 C SEE 804.6.1 FOR REQUIREMENTS IN VERTICAL EXITS, EXIT PASSAGEWAYS, EXIT ACCESS CORRIDORS AND ROOMS AND SPACES NOT SEPARATED FROM EXIT ACCESS CORRIDORS PLENUM DECK LEVEL DESIGN BUILD FIRE SUPPRESSION SYSTEM UNDER SEPARATE PERMIT. DESIGN BUILD FIRE ALARM SYSTEM UNDER SEPARATE PERMIT OBSERVATION LEVEL OCCUPANCY FLOOR AE(( AREASRcI TI I SHAFTS, ELEVATOR AND RESTRMS OMITTED) OCCUPANT LOAD FACTOR (1004.1.3) OCCUPANT LOAD EXITS REQUIRED (TABLE 1021.1) EXITS PROVIDED EGRESS WIDTH REQUIRED FOR STAIRS (0.2" PER OCCUPANT) EGRESS WIDTH PROVIDED AT STAIRS CE TO EXIT�A OWED (101TRAVEL 6 1) MAXIMUM TRAVEL DISTANCE TO EXIT PROVIDED MINIMU REQUIRED SEPARATION BEIWEE EXITS (1/3 OVERALL DIAGONAL) PROVIDED SEPARATION BETWEEN EXITS AREA OF REFUGE REQUIREMENTS AREA OF REFUGE PROVIDED A-3 1,937 NET 15 NET (MOST RESTRICTIVE) 130 OCCUPANTS 2 MINIMUM 2 EXITS 26" 103" 250 FT 80' 110' / 3 = 37 FT 109' NO No A-3 3,217 NET 15 NET 215 OCCUPANTS 2 MINIMUM 2 EXITS 41" 108" 250 FT 90' 96'/3=32FT 44 FT YES YES ENERGY EFFICIENCY FULLY HEATED/COOLED SPACE ROOF OPAQUE WALLS SLABS—ON—GRADE—FOUNDATION PERIMETER INSULATION OPENINGS OPAQUE DOORS VERTICAL GLAZING SHGC Tris WALL & GLASS AREAS WALL AREA GLASS AREA % GLAZING 37,140 SF 19,312 SF 52 % ROOF ASSEMBLIES AND ROOFTOP STRUCTURES (CHAPTER 15) (COMPONENT PERFORMANCE) (MIN. INSULATION R—VALUES) R-21 R-19 R-10 (MAX. U—FACTORS) 0.55 00.29 SOLARBAN 60 CLEAR GLAZING AT FLR 1 .45 .54 REQUIRED FIRE CLASSIFICATION (TABLE 1505.1) BASIC WIND SPEED CRITERIA FOR THE PROJECT LOCATION (FIGURE 1609) PLUMBING FIXTURE REQUIREMENTS CLASS C 85 MPH A-3 ASSEMBLY OCCUPANT LOAD MEN WOMEN ZONING 5,154 SF /30 = 172 2 WATER CLOSETS 1 URINALS 2 LAVATORIES 3 WATER CLOSETS 2 LAVATORIES LEGAL DESCRIPTION LAND USE MINIMUM LOT SIZE MAXIMUM SITE COVERAGE (%) MINIMUM YARD REQUIREMENTS: FRONT YARD SIDE YARD REAR YARD HEIGHT LIMITATION (NOT TO EXCEED IN FT) PARKING ANDOVER INDUSTRIAL PARK #1 LESS ST. SITUATE IN KING COUNTY, WASHINGTON. TUKWILA URBAN CENTER (TUC) 100% 15 FEET 10 FEET 10 FEET 115 FEET TOTAL EXISTING TO REMAIN BUILDING AREA: 39,791 SF 39,791 SF X (13 STALLS/1000 SF) = 131 PARKING STALLS TOTAL I— FLY USABLE BUILDING AREA: 7,934 SF 7,934 SF X (3.3 STALLS/1000 SF) = 26 PARKING STALLS TOTAL PARKING REQUIRED: 157 STALLS TOTAL PARKING PROVIDED: 154 STALLS EXPFUT"Q FEB 1.1 2012 REVIEWED FOR CODE COMPLIANCE APDD4f1VFD MAR 182011 City of Tukwila BUILDING DIVISION RECEIVED JAN 26 2011 PERMITCENTER 2 O 1 A 112/24/10 I PERMIT COMMENT REVISION 1 A 1 0 1/05/1 I ! PERMIT COMMENTS 1 Q I O I! 18/ 1 1 I CONSTRUCTION SET NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB No: 1009 uJ a 0 cC Q DRAWN BY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB No: 1009 J e Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA98052 TEL: 425.216.0318 FM: 425.216.0329 z 0 1✓ 0 z 0 0 U 5H EET: A001 OF: ShtETS LEGEND existing roof 10 0 F 1 F 2 r eeting f0 sf F occupants office 90 sf 1 occupant CO II ROOF 0 0 M.r w n meeting space 560 sf 38 occupants general assembly I ,565 sf 94 05 occupants provide fir sprinkle of lexan in lieu of fire -rated enclosure CHAMBER AREA - REFER DRAWINGS F D INSTALIATI I1 1111 1I W/D 0 F LJ break room 141 sf 10 occupants IIT III II11111IIP 11 11111 IIINI111 7 meet' 185 sf 27 occu •ants dR second floor 1 /8" = 1 '-0" —x_ _dt_dg ONE HOUR FIRE RESISTIVE WALL Twn MI° TWa TWO HOUR FIRE BARRIER FE FIRE EXTINGUISHER SP FIRE SPRINKLER STANDPIPE NOTES 6'-3 9116" 6'-3 911 G" IF THE k SHEETS ARE NOT 24" X 36" THEN DRAWING 15 NOT TO SCALE. meeting space 458 sf 31 occupants elev machine to by space 1336 sf 8'% occupants first floor EXFI fir;' lir. D FEB 1.1 2012 bO1? to 1/8" = 1'-0° NEW FIRE ALARM PANEL TO BE INSTALLED IN EXISTING BUILDING ELECTRICAL ROOM. REFER TO SHEETS E305 $ E3 I 0 FOR EMERGENCY PATHWAY LIGHTING. • KEY PLAN REVIEWED FOR CODE COMPLIANCE APPIMVED MAR 182011 City of Tukwila BUILDING DIVISION RECEIVED JAN 26 2011 PERMITCENTER r. CID H 4 z 0 o w o IQ I 1 2/24/1 0! PERMIT COMMENT REVISION I I 01/05/1 1 I PERMIT COMMENTS z oz N z 0 U NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 DATE 0 2 DRAWN 5Y: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FM; 425.216.0329 z U co O9 Ua o-' QW ›-4W picdc I -l -I o z N SHEET: A002 OF: SHEETS BBEYONDSHFRONTOEDGE OEF PROJECT WATER CLOSET AT PUBLIC TOILETS, EMPLOYEE TOILET AND ACCESSIBLE GUEST ROOMS. TOILET PAPER HOLDER RECESSED m I CID DUAL TOILET PAPER HOLDER RECESSED U_ W J® 0iE aN am Qo 'ng .I wZ TISSU E DISPENSER RECESSED SHOWER TOWEL SHELF CURTAIN ROD WITH BAR SURFACE MTD SURFACE MTD GRAB BAR (TUB) SURFACE MOUNTED 3'-0" 4,-6" TOILET SEAT HEIGHT .1 M z GRAB BAR SURFACE(TOILET/ MOUNTED NOTE; PROVIDE FIRE—RETARDENT TREATED WOOD BLOCKING FOR ALL TOILET ACCESSORIES MOUNTED IN GYP. BD. PARTITIONS. MAINTAIN INTEGRITY OF FIRE RATING WHERE ACCESSORIES ARE IN RATED WALLS. standard fixture mounting heights 1/4"=1'-0" 0 0 CD CLOSETS "—FACE OF FINISH bat 3'-CNN.t nC CD 14r MI_ 1-14 18 CLEAR, MIN. 3'-4" 54" MIN, (o 6" ^C— IN. 1 0" t f VLIALVNE E WALL OF SHOWER '—Q" 2'-6"j c 11—k- 0) 310 ` -TUB i•) GRAB BAR (TUB) SURFACE MOUNTED GRAB BAR SUPPORT 250 LBS FORCE .3 \ 7.2,4.,1 N. WATER CLOSET 9 lAx. barrier free guidelines and clearances 1/4"=1'-0" r ' z MAIN ENTRY FLOOR DOOR CLOSED DOOR OPEN EMERGENCY ALARM EMERGENCY STOP OCTAGON SYMBOL SI- ALL BE RAISED BUT THE "X" IS NOT. 3/4" CONTROL BUTTON DIAMETER 1.8 w E 0 0 0 0. 0 LL TOILET TISSUE DISP. PER ANSI A117.1 SEC. 703.6.3.1 TYPICAL ELEVATOR REQUIREMENTS— SHALL COMPLY WITH ANSI -117.1-2003 CODE A typical elevator accessible contract requirements _) NTS WOMEN ..btl'o°. 000000'0002°0 restroom pictograms (min. requirements) 3" = 1'-0" t 0 GRAB BAR (TUB) SURFACE MOUNTED 17-19 c 4 8. 41,1tn lm. DRINKING FOUNTAIN CLEARANCES NOTE: Equipment permitted in shaded area. to ADDITIONAL LOWER HOOK IN ACC BATH ONLY ��LINE OF WALL 3'-0" M I GRAB BAR SURFFACE/2—WMO MOUNTED NOTE: The automatic door reopening device is activated If an object passes through either line A or line B. Une A and Une B represent the vertical location of the door reopening device not requiring contact. RyQ EpSq gTROyyOMgoqo oC$.011$$0 0C in cltl"o -111-A-o in N cram 0 ROBE HOOKS SURFACE MOUNTED 13 X" Min. IL \ WALL HUNG TYPE URINAL PAPER TOWEL DISPENSER SURFACE MOUNTED MIRROR SURFACE MOUNTED SAN NAPKIN DISPENSER RECESSED c 11t M$n. c' LAVATORY KNEE CLEARANCE/DEPTH LAVATORY FAUCETS: FAUCETS SHALL BE OPERABLE IN/ ONE HAND & SHALL NOT REQUIRED TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FAUCET REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 LBS MAX. HAND—OPERATED, SELF—CLOSING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN. 0 TOWEL DSP./ WASTE RECEP. RECESSED X 0 M SANITARY NAPKIN DISPOSAL RECESSED CENTERED ON TACTILE CHARACTERS LOCATION OF TACTILE SIGNS AT DOORS ote HEIGHT OF TACTILE CHARACTERS ABOVE FLOOR OR GROUND 15• tactile sign location 1 /4"=1'-0" TYP, TRESHOLD FLOOR FINISH PER SCHEDULE cz ct) door treshold detail 3" = 1'-0" SHELF HOOK DRYING ROD HOP OLDERS UTILITY SHELF WITH MOP AND BROOM HOLDERS SURFACE MOUNTED / 1' 2'-0" TOWEL BAR SURFACE MOUNTED UE WALL OFA cat FOLDING SHOWER SEAT SURFACE MOUNTED 0 M 2I—Ont MIRROR SURFACE MOUNTED MULTI—PURPOSE UNIT MIRROR, SHELF AND SOAP DISPENSER RECESSED d' SOAP DISPENSER SURFACE MOUNTED IF THESE SHEETS AKE NOT 24" X 36" THEN DRAWING 15 NOT TO SCALE. BAB CHANGINGY YTABLE SURFACE MOUNTED / WALL 1] return plan TOP HANDRAIL EXTENSION @ STAIRS BOTTOM HANDRAIL EXTENSION @ STAIRS NOTE: 1. HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF IN ANY DIRECTION AT TOP AND TO TRANSFER THIS LOAD I1 -IRU SUPPORTS TO STURCTURE. 2. OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 4" DIA. SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HIGHT OF 34". Q EXIT 3 X Q aDD "4" LOCATION OF TACTILE SIGNS AT DOORS 15" 14" EXIT typical handrail extension 1 /4"=1'-0" 2'-O" y fr 7 v FLOOR LEVEL E E 1- 3 E E 1 4 stairs EXIRED FEB 112012 FLOOR LEVEL SIGNAGE { D 10-.19b REVIEWED FOR CODE COMPLIANCE APDD['ll'VED MAR 18 2011 City of Tukwila BUILDING DIVISION tactile sign adjacent to exit doors & level signage NTS GENERAL ACCESSIBILITY NOTES: 1. SHOWER HOSES MUST BE AT LEAST 60" LONG. 2. URINAL FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, SHALL NOT RQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND BE MOUNTED NOT MORE THEN 4-4" A.F.F. 3. NOT USED 4. ) "MAXIMUM HIGH THRESHOLD ABOVE FLOOR AND LANDING ON BOTH SIDES BUILDING ENTRANCE/ALL EDOORS. 5. INSURE 18" STRIKE SIDE x 60" DEEP CLEARANCE ON INT. DOORS. 6. INSURE 24" STRIKE SIDE x 60" DEEP CLEARANCE ON EXT. DOORS. Z. Ap,TaULE, 48" MINIMUM CLEAR DEPTH RWTAN TO DOOR SWING. 9. GRAB BARS MUST BE ABLE TO SUPPORT 450 lbs. MIN. APPLIED AT ANY POINT ALONG BAR. 10. SINGLE LEVER SHOWER WATER CONTROLS SHALL BE OPERABLE WITH A MAXIMUM FORCE OF 5 LBS. AND THE CENTERLINE OF THE CONTROLS SHALL BE IN A REACH RANGE WITHIN 18 AND 24 INCHES FROM THE REAR EDGE OF THE SEAT. 11. THE MAXIMUM SLOPE OF THE SHOWER FLOOR SHALL BE Y4 INCH PER FOOT (2% SLOPE) IN ANY DIRECTION. WHERE DRAINS ARE PROVIDED, GRATE OPENINGS SHALL BE A MINIMUM OF Y4 INCH (6.4 MM) AND LOCATED FLUSH WITH THE FLOOR SURFACE., PER SEC. 1115B.6.2.4.4. 12. THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URNAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 LBS. 13. SELF—CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 14. NOT USED 15. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE OF CONCRETE, CERAMIC TILE OR OTHER APPROVED MATERIAL EXTENDING UP THE WALLS AT LEAST 5 INCHES (127 MM). WALLS OF WATER CLOSET COMPARTMENTS AND WITHIN 24 INCHES (610 FRONT AND SIDES OF URINALSR SHALLO BEH SIMILARLY FINISHED TO A HEIGHT or'ECEI "v ED I 48" (1219 MM). EXCEPT FORSTRUCTURAL JAN 26 2011 ELEMENTS, MATERIALS USED IN SUCH WALLS SHALL NOT BE ADVERSELY AFFECTED BY pERkiff MOISTURE.ER my r 2 DRAWN 5Y: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JO5 NO; ° 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425,216.0329 07 w U fai O 9 aU�I W Z U7 H -I en O co SHEET: A003 OF: SHEETS FLOOR/CEILING PENETRATIONS WALL PENETRATIONS IF THESE SHEETS ARE NOT 24"X 36" THEN DRAWING 15 NOT TO SCALE. System No. C -AJ -E112 December 20, 2000 F Flagg - 3 lir T L Ra At tings - 1 bion* 1-1/2 28 t FMire sIgq n PI 94 L Rs*ig At 400 F - Less Than/ 1 CFM/sq ft 1. Floor ar all Assembly Win 4-1/2 h thick reinforced or normal �C100-150 pcf) concrete Wall nay also be cons uetd of any Lt. Canasta Soda.Max dam of oper�hp is K See Concrete Blocks (CAZT) category in the Fire Bunce Directory for names of manufacturers, 2. Through Penetrpainprts One non etaWc pee to be centered titan the Freston tail asScfthty.Thu foliating tto be yp vsupported end o nnnonm tathc pipes sides of nay' or be tad A. Polyvinyl Chloride (PVC) Pan Nom 2 in. clan (or smaller) Schedule 40 said -core PVC pipe for use In closed (process or y>ptping system. A nom annular space of 7/8 h Is 4 1 1/ tee Ff spin* system. When PVC pipe is used, the T Rn hi 1- B. Chlorinated Polyvinyl Chloride (CPVC) Pipe lion 2 in dam Cor smatter) SDR 17 CPVC pipe for use h ctosed (process or suppler piping A non anular space of 7/8 h is retched «;thin the firtssaP system he When CPUC ppe is used, tT Rate* 1-1/2 h. C. Potybu$ytene (PH) Pipe NS Nom 2 K dam (ar smaller) SBDR11 PB pie for use in dosed or supply) pipets g system. A no ern r space 0 1 h Is r�jhithe' the flrestmp system When PB pipe is used, 3e TFYreeq ��hThe flrestap system shall consist of the foliating'A. Packing CDptianoI -Foam backer rod firmly packed into opening as a permanent form Padb+oo�terial to be recessed from top o surface floor or iron both sshprrt oP $$U as rued to accommodate the reed thickness of ft, material. B. Flt. Void or Cavity Materials Sealant -Min 1 h thickness of fel material applied "Min tele annulus, flush kith tap surface o floor or s ucaEALsurNeto iodic' 1000 interim the UL Ctossiftation Mark System Na C -AJ -1234 January 03, 1997 FRating -3Mr TRatings -0Hr L Ratio at AMMn4 - Less Than 1 cfm/sq ft L Ratko at 400 F - Less Than 1 cfm/sq ft ArA 1. Floor or Wall Assemilty len 2-1/2 K uncia reinforced or nnrmat girt (100-15o pcf) concrrh.all may constructing edo IL Classified Concrete area of is 784 sq tith nom dinendon of 28 in Se Concrete ]Nacos SAID category in the Fire Resistance Directory for names of nanufacifrers a Through Penetrants Min ,4m. iSar spacer betN.nt Ppes, conduits or knifingh Is 1 Mtn annular space toe pipes, pconduit or tubing and periphery of through opening is 1 h mf floor artubsambly. The iFillaOSUPZ:dInp and both *9 s anticeporhdntts ar tubing nay be and A. Steel 'Non 12 h dam (or smaller) Schedule 10 Co,' heavier) page. 8 Conduit 6 h don (or smaller) rigidsteel conduit. C. Conceit 4 h den (or smaller) steel electrical metallic • Copp• ers Tubing Non �p4 h don (or smaller) Type L (or Ec.a Coeprrper Pete Nom 4 h don (or smelter) Regular Car heavier) Pliwk *ridge than 4 Kms or conduits may have a non da+ 3 Ftestop System The erosion system shaft consist of the Patoilir0 A. Forms (Not khptn) - Used as a torn to prevent leakage of NAI natettt during installation Forms to be a rigid sheet material, kart to fit qtr contour of .penetrating Not and positioned as required to accomodate the required incases of fill material. Foes nay be removed after NI 8%F Voterial id a�Caa�*�ttyy Materials-Wortar Win 2-1/2 h thickness of fill matriat appiied *tthh onwutus, flush inth top surface1t recessed , mortar from both depth sghpaeUhi�b&m of OU at tans or at installed oP L9 to 2.4 gal (7-9 Utsrs)) ptv Mortar to er 2▪ 5 Us in accordance kaki manufacturers Installation MUTER TDINAI. -CAFCO 671PS Mortar encoring the IL aasslfbai$on Markin Systen Na C -AJ -1251 Worth 20, 2000 F Rating - 2 Hr T Rating - 1/4 For L Floor or �jlau AsseMbly Win 5 K thick normal plight U50 pet) Mocks" . Max�domm of °prir� may also be constructed of any li Classified Concrete See Concrete Mocks CCAZT ° category h the Floe Resistance Df'ectory for Homes of nanufact+rrers. 2. Through Penetrants One metallic pipe, conduit or tubing to be installed either a,..wn..nlrksity or eccentricoAly dtith the firestop The annular space ppe, or tubing and edge of t ell ghopening shall be Nn u4 K to max 1 K Pipe, conduit or tubluo to be ripldy su�poried on bath sides of floor or tall nsse�ly.�rThe f 'type and sass of metallic pipes, modals or tubing nay Pipe �aM h dam (or smaller) Sdedute 10 (or heaver) steel H." Conduct 6 h don (ar smaller) rigid stet conduit. C. Conduit 4 K aim (or smaller) steet electrical metallic tubing. A Iron Pipe 1E in. tan (or anaUer) cast or duct&e min pl,. E. Copper tjan 4 K dam (ar smaller) Type L (ar heavier) Feuer Pape Non 4 in. dam (or smaller) Regular (or heavier) copper gift The A. P*uil�o Mntarlal I re 3-1i2 lin Y-Pociashall consist of s foliating' mleral-toot batt material used as a permanent form. Padding matw9ot to be recessed from top surface of floor or from both surfaces of tall as required to accommodate the required chic kess of 911 notarial aten MD. 3. Fitt, Vaki or Cm. Waterlog- Sealant Win 04 h thicio s o fel material oppUedands s, flush din top surface of floor or both srfac es PASSIVE FIRE PREITECTION PARTNERS -- Fl0irGamrd Gold®Fl"estap Sealant earh* the UL Classification Markin asst- Na C-144101 Jurat S. IID Mih TSW.- 1-0Iand Ilir oatTion m SECTION. Aa A 1. boor (In es .warSI 444 In, Oft or aid a',i. 'wad. m On a vela onth. r Moths MST) category In So bre ssrstsdt BFaebrg tar we ofornareciurors ��as{ gape or Stole ' 4 in a s� h don Or eMf oared olool btenwisfe b tet tamp to M req rare smortert on er gmYmalssont 4 - a a w b iT iter istvt MalliA a fMlsl Astirap _ lecato o n. r -h�_ a. omit a/ prawn Lu 1 _ b MM eizali lint caWb kir Lame r*icto prw.A Ow am SA nolorbn. lbw pate wa<y be 5. S. van ar Da iodism Ow what or moor or Uwe sr room of S o Ss or Se Sp 1St or *e Sides of Opal ens ttot Nam In 3 3 e thaw "ca gs arb Tek is w it act a co -rapt tdRiRCTsatroucis gra Typs noel. FELL nom rasp, ma, romp neat, ?nips= ro moor*o the to. came tion Wrung System No. NI -L-11149 Decreer 02, 1997 Forierty System Mia F Ratios - 1 and 82 T RaL Rettig At L AM.Ient Retro At 40000 F - Gam Hr (See Item 18) - Less Than ii/sq Less Than 1 CFM/sq ftp L Walt Aseanbty The 1 or 2 hr fit -rated p)rpaa tailboard/stud talc assembly shall be constructed of the ma and in the manner described h the individual U300 ar U400 Series Wall or Partttton Dnlpn h the UL Fin Resistance Directory and shall include the foliating corstruction am A. Studs Wall feroito nay coast of tither channel studs or sten chaet cowedstuds. Wood studs to nom 2 by 4" in lumber spaced 16 h OG Stet stabs to be min 3-5/8 kt tide and spaced max 24 K OC. When steel studs on used and the don of opening exceeds the of stud cavity, the all be frosted an all sides usingof steel sad tnci*o*UUsheen the vertical studs and soreirattached to the steel studs at each end The framed opening h the fall shall be 4 to 6 h Oder and 4 to 6 h higher than the don of the penetratetg hien such that, then the penetrating hien Ls installed h the opening, t 4* 3 h. clearance is present bet$en the penetrating lin and the fruity on all four sides. B. Gypsum Boards 5/8 K thick, 4 ft filth square or tapered edges. �The tailboard type, thickness, number of to , fastener type �t orientgn in ation ns beFire tas specifiednce htth ,�jhy.ndSnl11300 or -114dem of opening 00 25-3/4 l� for steel stud tails. Matadam of opening Is K for god Thine hourly F Rating of the fMstap system equal to the hourly fire rate* of the tail assembly h Mich it Is led 2. Through Penetrant One metallic ppe, cancan or tubhn to be installed either concentrically or uxentrtcatty *Rhin the fires -top system The annular space twitter' ppe, conduit or tubing and_ rphery men .9 ag shall be min 0 h (point contact) to max 1-3/4 K , conduit or tube* to be ripely supported on both sides of tall assenbty. The frig types and of actable pipes, conduits or may be use pA..pSSten Pipe 2 h clan an (or smatter) Schedule (or heavier) staid B.- Bron Plor Non E4 In dam Cor smaller) cast ax• dotter Iron pee. C. Conduit Non 4 In don for smaller) sten electrical netalUc titin, nom 6 h dam (or smatter) steel ccndutt or non 1 In, clan (ar smaller) ,teal* steel casket. D. Copper Tube* Mom 6 h dim (or analier) Type L (or heavier) capper E Capper P. Non 6 in, dam (or sootier) Regular (or heavier) capper pipe. 3. Ft, Vold ar Cavity Materials -Sealant len 5/8 h -thickness of ill material rat anwdts, flush kith both surfaces of ti all. At the paint carr a location be;ftn through penetrant and gyps tabard, nalggrme h clam am bead of fill material shall moiled oiled at its odd 1hE r i Speasal i00, 101, toe Vegetate on both surfaces sr ants nearing the LA. Classification Marlon System Nap W -L-1065 December 09, 1997 F Rating - 2 Fir T Rating - 1 or 2 lir (See Item 1B) .SECTION T[O.N A_r A System No. W -L-1039 March 24, 1999 FWItherlY RatingS1 Hr Na 606) T Ratkp - 0 and 1 IV (See Item 2) 1. Wall Afeeitbly The fare rated annum $dtboard/stud *011 assembly shall be constructed of the materials and in the manner spedfled h the idvidual U300 or 11400 Series Watt and Partition Designs in the LA. Fire Redstone& Dbrectary and shall include the P construction features* & Studs Wall framing MY consist at either food studs or steel egad studs. Wood studs to coast of nom 2 by 4 h lumber spaced 16 in VIC. Steel studs to be min 2-1/2 in. tide and spaced max 24 in CPC S Batts and Blankets! Nom 1-1/2 h thick netted tool batts friction fitted to fel interior of stud cavhtkes. Cr ge o Baysrs Than.=wallboardpelt be as type, thickness, In the and WalPartition sishall x dam of opening is 6 2.Penetrants Lir neti hc pipe, conduit or tubing to be installed in either concentrically or eccentrically tittpin the fkrestup system Papm conduit or %Sing to be rbidly supported on bath sides of tall assembl . Thr foliailn types and saes o metallic pipes, conduits or may be used A. Steel Pipe Non 4 K clan (or smaller) IC (or heavier) steel pkie The annular space shall be min 1/4 to max 1-5/8 h steel pipe is used T Rating is 0 hr. 8. Condnit�4 h dos or smaller steel electrical metallic tubing or conduit. The annular space shall be min 1/4 to max 1-5/8 h When conduit is 1/2 h can or less, T Rating Is 1 ter. C. Copper Tubing Mon 4 h can Car smaller)mular space peW (ar max i• 1--5copper tubing, o/8��}y When tis T Rang ll be S 0LIrr. 4 to 3. Farming materials 4', E-1/2 h thickness of min 3.5 pcf mineral fool batt emulation firmly packed into opening as o permanent form Forming material to be recessed from both ssflIulltrtfm��agqctieeesHr1aao1f, toll to uccammodate the required -thickness of TiERIMFOIER L L C -Type SAF 4 Fill, Vdd or Ca Waterlog Min 1/8 K thickness of fill material coded the annulus, flush lith bash surfaces of tall. Dry mix trial mixed at a rote of tie dry mix to 111�ppaort irate h aecardane& OIth tee UNI1tED STAS CO -TTyy 4A. Fraid ar cavity Materials Not Shoirn4 blip 1/2 t fill matat erial used as an alternate tI Min oft Vidkess at fill notarial *Winits o wills, flush lath both surfaces of tall. component shooed Oh accelerator =moron* at a rote of 66 parts of ready-mbrd comment to 1 part of accelerator covenant by night in accordance *tin the aaa:ompnnyln installation STATES avoid CO -Type RFC u®sarin Vet UL Classification Working 1. WaU Assenbty The fire rated gypsum taUboard/stud halt assimbly shall be constructed of We materials and h the manner specified In the Indtvkkat 11300 ar U400 Series Walt and Partition Onions In the 11L Fire Redstanax Directory and stall Include the foUo b e A. S�W features' oma g nay coast of either toed studs or stat charnel stud, W� stud to consist of e4 B. 2 by 4 to ember spaced 16 K OC. Steel studs to be me 2-1/2 K and spaced 8. Gyps m Boards Tto layers of non 4 pit tide by 1/2 h chick gypsaa taliboard, as specified In the etdvkaual Wal orl ais 2°P.ina and scutanndh�Partition Design Max ar*ayofor hori.whmehrIn* Is 60 sq verticaUFy, nax Rating, is 3 In. and max height SimianSimiann Is 20 h Wen hnay be oriented verticallyorn ed horhwntally, hex *W'ttl�n dwrulondimension is 3 In. For 1 T Radom max *kith is 20 Inh and mut height • rebs bCondit M uiultite non 1 in. Sam (or ) Schwab 10 (or heavier) steel ppes, steel 3/8 in to or -� cit bee metallic MIT) �tathS tad$ . pips. conduits and/ toebe insballed tif Win d of chef stn pipes, conduits and tubes and edge of meth* to be hh 3/8 K to max 1-5/9 in. Pipes, and tubes tp be rlpldy supported an both skies of tall asserely. 3. Fording MntrtUI Mural hoot forming material fitly packed into stud cavity in area of opening as a per�anentthe rogforfi F ed tideless o fill hate rLrecessed 1 h from both surfaces of tact �L L C .-Type SW A Fel, Void or Cavity Material'. Min 1 h thickness of fill material applied to fel flush lith both surfacesoftoll Ary mix material mixed *ttth tater at a rate of 2.1 pa *y nix to fl! 7EtD STATES bGYP5 1 tW h accordance OM the accompanying installation esiructbns. -Type FC 4A. nu. void or Cavity Watering Nat Shag -TO to Item 4 Mn 1 h thickness of fill notarial surfaces of RunS'-tmbrdoP aporiatnbad parts cram to 1 part of Cutts STAaTES GI13Y CO -Tye instructions. .Hearin the UL Classification Markin Pel anterial used as an alternate the moues., flush dth both component rate .�,by night hm System No. w -L-3034 May 01, 1997 Ssm N 606) F RatRating - 0 nnd1W. tSet Item 2) unpins A -A. 1 Watt Assembly The fire -rated gypwn �qU assenbty shall be Or�ms�u� of tier materials and In the mannerr/ddeserted in the hdlaual U300 or e 0 SerMsNfall and Partition Designs in the UL Fire Resistance Directory and shall include the t f ietinil pconstruciMn feattuof tres her ;gp� studs or steel channel studs. and fonds to consist of may consist 4 h lumber spaced 16 h OC. Steel stuS to be min 2-B. Batts and Btariatsn POI 1-1/2 hin. and spaced max / tilde mineral foal butts friction fitted to fill interior of stud cavities. C. Wpsw Boards The gypsum *onboard type, thidaess, number of layers and orientation shalt be as specified in the Individual WaU and Patina Deign Max don E. E. Aggregate te cross-sectional area at max 100 pair, No. 24 AWG tetepho e cables In opening to be min 10 to max 40 percent of the apprrpote a'oss-sectional area of the opening. The anular space shall be mien 1/2 h to max 3-7/8 h Cables to io1 Lir *ported on both sides of tall assembly. When fel is 10 percent, T 3. Farming hinter d. Min 2-1/2 In thickness of net 3.5 pcf mineral tool batt Insulation flrmiy packed Into opening as a permanent form Forming notarial to be recessed iron both surfaces of tall to accommodate the required thickness of 911 nn rABER L L C -Type SAF A Fill, Vaid ar Cavity Mould* -Sealant Met 1/2 h thickness o NI material applied dein the anrntaus, flush *inti both surfaces of tall. Dry mix material nixed at a rate of 21 ports mix to 1 part tater by Refit In accordance $nth the N�iGRfP�CO -Type FC 4A. Fel. Vold or Cavity. Waterlog Not Shags -Tao component ft stared used as en flush alternate to both Item f4. Mr o h Nickles* of ill anterial oppl�d annulus, Ftfi *a L Ready -ensued comment itud accelerator component at a Ante o 66 parts of�-mb Oh ro accompanyince g accelerator component by �t h itle STATES GYPSUM CO -Type RFC nearing the IL Clnsslfhonibn Marlon System (da W -L -10e7 February 19, 1997 T Ratings1 and 1 lir (See Item 2) 1. wall As=embty Thethe fire rated gyproun talliroaroVstud nateriials aDndd�innsthe spatted h idyldial UU300 or MetrSerimacrids Wassembly shall be all and cotton features' M. Fire Resistance Dlry and shall include the A, Studs Walt tram may coast of either food studs or street Mantel studs. Wood irtuds h of non 2 bytide and spa�� P.AlK� spaced 16h. OC. Steel studs tobeamin 2-1/2B. Gypsum Boards The gyps t tailboard type, *hideous (min 5/8 in), number of 1pyens, and orientation shall be as specified in time idviduat Walt and Partition Design. Max dam of FLPVerrantilisii metallic pe, conduit, or tubing to be installed either nr anyy or ed�tyfi�nfoite fs systew Pae, conduit, anodizes to P ell 4 t�t� ort pgmnnayyrbe d y. The 'Mating types and saes of A. Stoat annular space shaft be o min dam 1/4 h. to Schedule K Whin s 10 (or teel pipe Is u) orlon sed, T Ratbug a°Co dict Nom 4 in. clan cc smaller fleet electrical metallic tubing or arta conduit. The anwdar space shalt be a min 1/4 in to max 1-1/4 in. When conduit Is 1/2 in dam or less, TRating isl C. Capper Tubing Non 4 h can (or smaller) Type 14 (or heavier) capper annular space bra Met 1/4 h to max 1-1/4 h When copper titin* is The Ratio Is 0 hr. 3. Ft, Vold or Cavity Materials Min 5/8 h thidaess of fit material applied tithin the annulus flush lath both aquas of the tali. Additional fill material InarbaUed such that a a onto the tailboard cram is formed armed the penetrating item min 1 h ry mix g t1Mn 1ID tater by dricart kr GYPSUM CO .Tc accordance Bry nix material mixed maccompanying it a rate ohsial�ta�Irstru Instructions, 3A. Fla, Void or Cavity, Watergate Not Sham io alternate to Iten 3. mm. 5/8 h thickness of fill 3 B h era' is f s a x1 the penetrating tailboa.9 66 eine. d keit component Mod I tTED STATES yF�� Instatis n earing the UL Classification World% cooponent Nas an mailed annulowberius such hat iret iten overlapping min onto the accelerator rate of acceleratoreanponant at a f Instructions. bto 3(o FEB 1.1 2012 CREVIEWED DE COMPL N APDDnVED MAR 182011 City of Tukwila BUILDING DIVISION RECEIVED JAN 26 2011 PERMIT CENTER NOTE: SEE SPEC SECTION 07 84 13 FOR COMMON INDEX OF THROUGH PENETRATION FIRE STOPPING APPLICATIONS. Y .d 7 S r 0 0 N O 0 L E a 1 01 /05/1 1 I PERMIT COMMENTS CONSTRUCTION 5ET L Walt Aseanbty The 1 or 2 hr fit -rated p)rpaa tailboard/stud talc assembly shall be constructed of the ma and in the manner described h the individual U300 ar U400 Series Wall or Partttton Dnlpn h the UL Fin Resistance Directory and shall include the foliating corstruction am A. Studs Wall feroito nay coast of tither channel studs or sten chaet cowedstuds. Wood studs to nom 2 by 4" in lumber spaced 16 h OG Stet stabs to be min 3-5/8 kt tide and spaced max 24 K OC. When steel studs on used and the don of opening exceeds the of stud cavity, the all be frosted an all sides usingof steel sad tnci*o*UUsheen the vertical studs and soreirattached to the steel studs at each end The framed opening h the fall shall be 4 to 6 h Oder and 4 to 6 h higher than the don of the penetratetg hien such that, then the penetrating hien Ls installed h the opening, t 4* 3 h. clearance is present bet$en the penetrating lin and the fruity on all four sides. B. Gypsum Boards 5/8 K thick, 4 ft filth square or tapered edges. �The tailboard type, thickness, number of to , fastener type �t orientgn in ation ns beFire tas specifiednce htth ,�jhy.ndSnl11300 or -114dem of opening 00 25-3/4 l� for steel stud tails. Matadam of opening Is K for god Thine hourly F Rating of the fMstap system equal to the hourly fire rate* of the tail assembly h Mich it Is led 2. Through Penetrant One metallic ppe, cancan or tubhn to be installed either concentrically or uxentrtcatty *Rhin the fires -top system The annular space twitter' ppe, conduit or tubing and_ rphery men .9 ag shall be min 0 h (point contact) to max 1-3/4 K , conduit or tube* to be ripely supported on both sides of tall assenbty. The frig types and of actable pipes, conduits or may be use pA..pSSten Pipe 2 h clan an (or smatter) Schedule (or heavier) staid B.- Bron Plor Non E4 In dam Cor smaller) cast ax• dotter Iron pee. C. Conduit Non 4 In don for smaller) sten electrical netalUc titin, nom 6 h dam (or smatter) steel ccndutt or non 1 In, clan (ar smaller) ,teal* steel casket. D. Copper Tube* Mom 6 h dim (or analier) Type L (or heavier) capper E Capper P. Non 6 in, dam (or sootier) Regular (or heavier) capper pipe. 3. Ft, Vold ar Cavity Materials -Sealant len 5/8 h -thickness of ill material rat anwdts, flush kith both surfaces of ti all. At the paint carr a location be;ftn through penetrant and gyps tabard, nalggrme h clam am bead of fill material shall moiled oiled at its odd 1hE r i Speasal i00, 101, toe Vegetate on both surfaces sr ants nearing the LA. Classification Marlon System Nap W -L-1065 December 09, 1997 F Rating - 2 Fir T Rating - 1 or 2 lir (See Item 1B) .SECTION T[O.N A_r A System No. W -L-1039 March 24, 1999 FWItherlY RatingS1 Hr Na 606) T Ratkp - 0 and 1 IV (See Item 2) 1. Wall Afeeitbly The fare rated annum $dtboard/stud *011 assembly shall be constructed of the materials and in the manner spedfled h the idvidual U300 or 11400 Series Watt and Partition Designs in the LA. Fire Redstone& Dbrectary and shall include the P construction features* & Studs Wall framing MY consist at either food studs or steel egad studs. Wood studs to coast of nom 2 by 4 h lumber spaced 16 in VIC. Steel studs to be min 2-1/2 in. tide and spaced max 24 in CPC S Batts and Blankets! Nom 1-1/2 h thick netted tool batts friction fitted to fel interior of stud cavhtkes. Cr ge o Baysrs Than.=wallboardpelt be as type, thickness, In the and WalPartition sishall x dam of opening is 6 2.Penetrants Lir neti hc pipe, conduit or tubing to be installed in either concentrically or eccentrically tittpin the fkrestup system Papm conduit or %Sing to be rbidly supported on bath sides of tall assembl . Thr foliailn types and saes o metallic pipes, conduits or may be used A. Steel Pipe Non 4 K clan (or smaller) IC (or heavier) steel pkie The annular space shall be min 1/4 to max 1-5/8 h steel pipe is used T Rating is 0 hr. 8. Condnit�4 h dos or smaller steel electrical metallic tubing or conduit. The annular space shall be min 1/4 to max 1-5/8 h When conduit is 1/2 h can or less, T Rating Is 1 ter. C. Copper Tubing Mon 4 h can Car smaller)mular space peW (ar max i• 1--5copper tubing, o/8��}y When tis T Rang ll be S 0LIrr. 4 to 3. Farming materials 4', E-1/2 h thickness of min 3.5 pcf mineral fool batt emulation firmly packed into opening as o permanent form Forming material to be recessed from both ssflIulltrtfm��agqctieeesHr1aao1f, toll to uccammodate the required -thickness of TiERIMFOIER L L C -Type SAF 4 Fill, Vdd or Ca Waterlog Min 1/8 K thickness of fill material coded the annulus, flush lith bash surfaces of tall. Dry mix trial mixed at a rote of tie dry mix to 111�ppaort irate h aecardane& OIth tee UNI1tED STAS CO -TTyy 4A. Fraid ar cavity Materials Not Shoirn4 blip 1/2 t fill matat erial used as an alternate tI Min oft Vidkess at fill notarial *Winits o wills, flush lath both surfaces of tall. component shooed Oh accelerator =moron* at a rote of 66 parts of ready-mbrd comment to 1 part of accelerator covenant by night in accordance *tin the aaa:ompnnyln installation STATES avoid CO -Type RFC u®sarin Vet UL Classification Working 1. WaU Assenbty The fire rated gypsum taUboard/stud halt assimbly shall be constructed of We materials and h the manner specified In the Indtvkkat 11300 ar U400 Series Walt and Partition Onions In the 11L Fire Redstanax Directory and stall Include the foUo b e A. S�W features' oma g nay coast of either toed studs or stat charnel stud, W� stud to consist of e4 B. 2 by 4 to ember spaced 16 K OC. Steel studs to be me 2-1/2 K and spaced 8. Gyps m Boards Tto layers of non 4 pit tide by 1/2 h chick gypsaa taliboard, as specified In the etdvkaual Wal orl ais 2°P.ina and scutanndh�Partition Design Max ar*ayofor hori.whmehrIn* Is 60 sq verticaUFy, nax Rating, is 3 In. and max height SimianSimiann Is 20 h Wen hnay be oriented verticallyorn ed horhwntally, hex *W'ttl�n dwrulondimension is 3 In. For 1 T Radom max *kith is 20 Inh and mut height • rebs bCondit M uiultite non 1 in. Sam (or ) Schwab 10 (or heavier) steel ppes, steel 3/8 in to or -� cit bee metallic MIT) �tathS tad$ . pips. conduits and/ toebe insballed tif Win d of chef stn pipes, conduits and tubes and edge of meth* to be hh 3/8 K to max 1-5/9 in. Pipes, and tubes tp be rlpldy supported an both skies of tall asserely. 3. Fording MntrtUI Mural hoot forming material fitly packed into stud cavity in area of opening as a per�anentthe rogforfi F ed tideless o fill hate rLrecessed 1 h from both surfaces of tact �L L C .-Type SW A Fel, Void or Cavity Material'. Min 1 h thickness of fill material applied to fel flush lith both surfacesoftoll Ary mix material mixed *ttth tater at a rate of 2.1 pa *y nix to fl! 7EtD STATES bGYP5 1 tW h accordance OM the accompanying installation esiructbns. -Type FC 4A. nu. void or Cavity Watering Nat Shag -TO to Item 4 Mn 1 h thickness of fill notarial surfaces of RunS'-tmbrdoP aporiatnbad parts cram to 1 part of Cutts STAaTES GI13Y CO -Tye instructions. .Hearin the UL Classification Markin Pel anterial used as an alternate the moues., flush dth both component rate .�,by night hm System No. w -L-3034 May 01, 1997 Ssm N 606) F RatRating - 0 nnd1W. tSet Item 2) unpins A -A. 1 Watt Assembly The fire -rated gypwn �qU assenbty shall be Or�ms�u� of tier materials and In the mannerr/ddeserted in the hdlaual U300 or e 0 SerMsNfall and Partition Designs in the UL Fire Resistance Directory and shall include the t f ietinil pconstruciMn feattuof tres her ;gp� studs or steel channel studs. and fonds to consist of may consist 4 h lumber spaced 16 h OC. Steel stuS to be min 2-B. Batts and Btariatsn POI 1-1/2 hin. and spaced max / tilde mineral foal butts friction fitted to fill interior of stud cavities. C. Wpsw Boards The gypsum *onboard type, thidaess, number of layers and orientation shalt be as specified in the Individual WaU and Patina Deign Max don E. E. Aggregate te cross-sectional area at max 100 pair, No. 24 AWG tetepho e cables In opening to be min 10 to max 40 percent of the apprrpote a'oss-sectional area of the opening. The anular space shall be mien 1/2 h to max 3-7/8 h Cables to io1 Lir *ported on both sides of tall assembly. When fel is 10 percent, T 3. Farming hinter d. Min 2-1/2 In thickness of net 3.5 pcf mineral tool batt Insulation flrmiy packed Into opening as a permanent form Forming notarial to be recessed iron both surfaces of tall to accommodate the required thickness of 911 nn rABER L L C -Type SAF A Fill, Vaid ar Cavity Mould* -Sealant Met 1/2 h thickness o NI material applied dein the anrntaus, flush *inti both surfaces of tall. Dry mix material nixed at a rate of 21 ports mix to 1 part tater by Refit In accordance $nth the N�iGRfP�CO -Type FC 4A. Fel. Vold or Cavity. Waterlog Not Shags -Tao component ft stared used as en flush alternate to both Item f4. Mr o h Nickles* of ill anterial oppl�d annulus, Ftfi *a L Ready -ensued comment itud accelerator component at a Ante o 66 parts of�-mb Oh ro accompanyince g accelerator component by �t h itle STATES GYPSUM CO -Type RFC nearing the IL Clnsslfhonibn Marlon System (da W -L -10e7 February 19, 1997 T Ratings1 and 1 lir (See Item 2) 1. wall As=embty Thethe fire rated gyproun talliroaroVstud nateriials aDndd�innsthe spatted h idyldial UU300 or MetrSerimacrids Wassembly shall be all and cotton features' M. Fire Resistance Dlry and shall include the A, Studs Walt tram may coast of either food studs or street Mantel studs. Wood irtuds h of non 2 bytide and spa�� P.AlK� spaced 16h. OC. Steel studs tobeamin 2-1/2B. Gypsum Boards The gyps t tailboard type, *hideous (min 5/8 in), number of 1pyens, and orientation shall be as specified in time idviduat Walt and Partition Design. Max dam of FLPVerrantilisii metallic pe, conduit, or tubing to be installed either nr anyy or ed�tyfi�nfoite fs systew Pae, conduit, anodizes to P ell 4 t�t� ort pgmnnayyrbe d y. The 'Mating types and saes of A. Stoat annular space shaft be o min dam 1/4 h. to Schedule K Whin s 10 (or teel pipe Is u) orlon sed, T Ratbug a°Co dict Nom 4 in. clan cc smaller fleet electrical metallic tubing or arta conduit. The anwdar space shalt be a min 1/4 in to max 1-1/4 in. When conduit Is 1/2 in dam or less, TRating isl C. Capper Tubing Non 4 h can (or smaller) Type 14 (or heavier) capper annular space bra Met 1/4 h to max 1-1/4 h When copper titin* is The Ratio Is 0 hr. 3. Ft, Vold or Cavity Materials Min 5/8 h thidaess of fit material applied tithin the annulus flush lath both aquas of the tali. Additional fill material InarbaUed such that a a onto the tailboard cram is formed armed the penetrating item min 1 h ry mix g t1Mn 1ID tater by dricart kr GYPSUM CO .Tc accordance Bry nix material mixed maccompanying it a rate ohsial�ta�Irstru Instructions, 3A. Fla, Void or Cavity, Watergate Not Sham io alternate to Iten 3. mm. 5/8 h thickness of fill 3 B h era' is f s a x1 the penetrating tailboa.9 66 eine. d keit component Mod I tTED STATES yF�� Instatis n earing the UL Classification World% cooponent Nas an mailed annulowberius such hat iret iten overlapping min onto the accelerator rate of acceleratoreanponant at a f Instructions. bto 3(o FEB 1.1 2012 CREVIEWED DE COMPL N APDDnVED MAR 182011 City of Tukwila BUILDING DIVISION RECEIVED JAN 26 2011 PERMIT CENTER NOTE: SEE SPEC SECTION 07 84 13 FOR COMMON INDEX OF THROUGH PENETRATION FIRE STOPPING APPLICATIONS. Y .d 7 S r 0 0 N O 0 L E 1 12/24/10 ! PERMIT COMMENT REVISION 1 01 /05/1 1 I PERMIT COMMENTS CONSTRUCTION 5ET NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 o 0 < d®© DRAWN BY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 �\\`tom\\\" Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425,21110318 FAX 425.218.0329 I -4W w < H -i enOC z 0 w z w w SHEET: A004 OF: SHEETS 1 HEATED BY FRICTION OF AIR MOVEMENT. TEMP CONTROLLED BY INTAKE/EXHAUST LOUVERS. CDD ENERGY STUDY SECTION R-13 CAVITY INSUL. + R-3.8 CONTINUOUS INSULATION 1/8" = I I -o" IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING 15 NOT TO SCALE. 2 I1I 1 I it I II 1 I II I 11 I II 7 II 1 / / l I y v SPACEATED BY FRICTION OF AIR Py10VEMENT. TEMP CONTROLLED BY INTAKElpCHAUST TF_AAPERATURANGES 80 DEG. F ANC) 4DEG. F MBIENT TEMPERATURE. M 4'-d JJJJ Lc a.. . -c of -.•f 'r: .+. �.�q.:i,,:Y-•`^i3. _ ..kniy rispi - _ . .-,. - .. .. .f.!.Sid .Jiay';' ENERGY STUDY SECTION A 1/8" = btoexcaot 11=11=II 1I=11 1 II=1I If 11=1I = 1I = 1=1 EXPIRED KB 112012 REVIEWED FOR CODE COMPLIANCE APPRIlVED MAR 18 2011 City of Tukwila BUILDING DIVISION RECEIVED JAN 266220PFAMff .'1111^K • Go 4.01 z O L U W 0 1 Qi 1 1 2/24/1 0 1 PERMIT COMMENT REVISION 1 ® 1 01/05/11 1 PERMIT COMMENTS sQ 1 OI/I8/1 I 1 CONSTRUCTIONS T NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 IliU Q 0 Q 2 . DRAWN BY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEAKY WAY NE REDMOND, WA98052 TEL: 425.216.0318 FM 425.216.0329 W U z 3- 0 U CD CZW z SHEET: A005 Of: SHEETS ANDOVER PARK WEST ( 3rd. AVENUE SOUTH) PL = 267.51' MONUMENT SIGN LANDSCAPE 18 EXIST. PARKING d G7'-4" 26.28' 26.18 8 EXIST. PARKINC Cji Co 6 02 20 E IST. P4RKING 0 TUKWILA PARKWAY (5. 158th STREET) VAS O 0 0 I 0 • U z O z 0 -1 m.1-T...T.?.•r� 4 -P EXIST. PARKING 7 EXIST. PARKING a EXISTING tONC. SIDEWALK ` 4m' }vasa }5it1/4+� 0 I _ IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING 15 NOT TO SC * LE. ra-5�-}u•.' ':.ti+.:i'y:'' .r Ali-•;"�g`��'.,'-wi�k�',n�; a`�r<:{ ■ s ■ ■ 7 EXIST. PARKING BUILDING # 1 39,760 5F existing EXISTING CONC. SIDEWALK 24 EXIST. PARKING r - S24.41' FINISH FLOOR TRAS1-1 PL = 450.0' 3 EXIST. PARKIN 17 EXIST. PRKING 17 EXI 20 EXIST PARK NG LANDSCAPE TOTAL EXISTING PARKING (INCL. 5 HANDICAP STALL 19 I I 23.43' 27-O" _±,_ REVIEWED Fr CODE COMPLI E APDDflVe MAR 1 4 2011 City of u la BUILDING DIVI ION 23.5G z PL = 329.51' ..., NZWNSI o Y NIL EXISTING SITE FLAN$EC IVED JAN 26 2011 PERMITCENTER MARK DATE DESCRIPTION A I 12/24/10 ! PERMIT COMMENT REVISION 1 A I 01/05/11 ! PERMIT COMMENTS __... DE NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 'WIPP 13 EXIS . PARCING i _ili.ilir ra-5�-}u•.' ':.ti+.:i'y:'' .r Ali-•;"�g`��'.,'-wi�k�',n�; a`�r<:{ ■ s ■ ■ 7 EXIST. PARKING BUILDING # 1 39,760 5F existing EXISTING CONC. SIDEWALK 24 EXIST. PARKING r - S24.41' FINISH FLOOR TRAS1-1 PL = 450.0' 3 EXIST. PARKIN 17 EXIST. PRKING 17 EXI 20 EXIST PARK NG LANDSCAPE TOTAL EXISTING PARKING (INCL. 5 HANDICAP STALL 19 I I 23.43' 27-O" _±,_ REVIEWED Fr CODE COMPLI E APDDflVe MAR 1 4 2011 City of u la BUILDING DIVI ION 23.5G z PL = 329.51' ..., NZWNSI o Y NIL EXISTING SITE FLAN$EC IVED JAN 26 2011 PERMITCENTER MARK DATE DESCRIPTION A I 12/24/10 ! PERMIT COMMENT REVISION 1 A I 01/05/11 ! PERMIT COMMENTS in z O rj 1- I- z O 0 O DE NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 I DRAWN BY: UKK CHECK: DE NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 Lu SHEET: A100 OF: SHEETS FL = 267.5 1' MONUMENT SIGN TU KWI LA PARKWAY (5. 15 8th STREET) EXIST. LANDSCAPE SCREEN EXIST. TREES IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING 15 NOT TO Si ALE. eat/AS e 4WD LA DS 1 A' IFIr YMi /LANDSCAPE EXISTING POLE SIGN TO BE PAINTED us. API ad" 110 .2 I 26 8 IrkA REFER TO LANDSCAPE PLAN FOR WORK THIS AREA oe 1 67-4" 0 0 0 0 0 0 0 --CIAl,. r - z W o 0 O 1 S 1 01 / 1 5/1 1 1 CONSTRUCTION SEf 1 DF I0 STALL NOTES: CONSTRUCTION SET PLOT DATE: EXIST. PARKING 7-01 1 pl` 20 0 0 0 0 0 0 --CIAl,. r - z W o 0 O 1 S 1 01 / 1 5/1 1 1 CONSTRUCTION SEf 1 DF I0 STALL NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JO NO: 7-01 1 pl` 0 0 0 z 0 U 0 z 1— 0 1 s 0 ■ A..I.I.ne 1.lfwr EXISTING CONC. SIDEWALK ZaM1 >'. '-=vim �•• F'r.;l rte'. .n rA ai NEW TRANSFORER (8'X8'XG'HT) EXIST. CONC. C , RVE TO BE REMOVE NEW G" CONC. dI RVr 0 00 r� arrr� i N +�.. ��hh ti'F� ..i, v:y+n. l.. i... r 4 EXIST. PARKING 7 EXIST. PARKING ■ a s a s* S 27.05' FINISH FLOOR s BUILpING # 1 39,760 SF existing + 764 5F new 40,524 SF MISTING 019,451,dINIERIDI! AIS WALT G W TASTING INTLaiOk DZMISNG WNL EXIST. BLDG\ 5'-9 EXISTING BL TO NEW BLD lf. 3'711 EXISTING CU ,TO NEW CUR //// 20'-0" EXISTING CONC. SIDEWALK 1 28 EXIST. PARKING 5 EXIST. PARKING S24.41' FINISH FLOOR TOTAL EXISTING PARKING (INC 5 IjANDICAP STALLS): I G5 STALLS REFER TO SHEET A320- FOR BUILDNIG EXTERIOR UPGRADES TRASH NEW BARRIER -FREE STALLS WITH SIDE AISLE FOR VAN PARKING &I gRED FEB 112012 4— MARK AND RE -STRIPE ALL NEW COMPACT PARKING STALLS 17 EXIT. PA KING PLANTER tie a • biOs L;_ �.i // B EXIST. BLDG NEW LANDING IAi�ifEC 10 . ,J.,r A -HO z2 O O H /NEW G" CONC. CURVE /////////// EXIST. CONC. CURVE TO BE REMOVED 23.56 0 PL = 450.0' CV . P a I 7. : doo , A A A A Ai Aig:ia A A u ii i U 0 0 0 V227CAPE TOTAL PARKING TO REMAIN (INCL. G HANDICAP STAL 8 SITE PLAN 16" = 11-0" / / RECEI ED � JAN 26 2011 n rERMI1 MGN ER - f. P% 1 MARK DATE DESCRIPTION I Qi I 1 2/24/10 1 PERMIT COMMENT REVISION J r - z W o 0 O 1 S 1 01 / 1 5/1 1 1 CONSTRUCTION SEf 1 DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JO NO: 1009 DRAWN BY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JO NO: 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 C0 zrp, 21,44 U oc, O © p I-� W F±,÷1 SHEET: A101 OF: SHEETS FL = 2G7.5 I' TU KWI LA PARKWAY (5. 1 58th STREET) EXIST. SIDE WALK P U1 40I .0% 7r' P%J EXIST. LANDSCAPE SCREEN EXIST. TREES IF THESE SHEETS ARE NOT 24" X 36' THEN DRAWING 15 NOT T. SCALE, 0 I 0 '►TALL NEW TRANSFO' ! ER (81X8'XG'11T) EXIST. CONC. C ! RVE TO DE REMOVE NEW 61" CONC. it RVr EXISTINj'oLE SIGN PAINTED TO MATCH "COOL IAL RED" AEP -SPAN METAL SIDING BRANCHES. Q 0 0 E,28' EXISTING ONC. SIDEWALK ift 7• �M1 SMR 1„r 1 ;;tri;r ri nr MTtRIJG IMEEIIIR DEMISING WN1 EXIST. BLDG\ REFER TO LANDSCAPE PLAN FOR WORK THIS AREA s 51-911 EXISTING BL TO NEW SLD 0 ■ ■ ■ • Q i , 427.05' FINISH FLOOR, BUILDING # 1 39,760 SF existing + 764 bF new 40,524 fr Y i 131_711 EXISTING CU'i5 TO NEW CUR 03 s 67'-4" 26.18' a — _$ riaci eraire w z 20' 0" EXIST, BLDG EXISTING CONC. SIDEWALK L 4 LAN'f 4 EXIST. PARKING 28 EXIST. PARKING 7EXI T. PA ING SERI T. PARKING EXISTING MANSARD METAL ROOF TO BE PAINTFD Tn MATCH "con' j2 Fn" AEP -SPAN METAL SIDING USED ON BUILDING A. JTOWER ELEMENT TO BE PAINTED TO MATCH "COOL COLONIAL RED" AEP -SPAN MCIAL IUINC& UbtL) UN t5UILUING A BUILDING # 2 8,4 17 SF 24.41' FIN1511 FLOOR TOTAL EXISTING PARKING (INC 5 IiAN D I CAP STALLS) : 1 G 5 STALLS A REFER TO SHEET A320 POR BUILDNIG EXTERIOR UPGRADES TRASH PL = 450.0' NEW LANDING 23.56' • NEW BARRIER -FREE STALLS WITH SIDE AISLE FOR VAN PARKING c.o& MARK AND RE -STRIPE ALL NEW COMPACT PARKING STALLS 7 EXIST. PARKING 0000 NEW 611 CONC. CURVE EXIST. CONC. CURVE TO BE REMOVED 7 EXIST. PARCING O 63 EXPlRE' L FEB 1.1 2012 2C EXIST PARK NG LANDSCAPE TOTAL PARKING TO REMAIN (INCL. G HANDICAP STAL •): 159 STALLS A A A A REVIEWED FOR SDE COMPLIANCE APPROVED MAR 18 201 City of Tukwila BUILDING DIVISION RECEIVE_ CITYOFTUKK IA FEB 18 2011 PERMIT CENTER CORRECTION LTf1N_._�...__ S 'O 8 SITE PLAN 16" = I '-0" 4 LT I a L. r P\O-2_1(40 0 a NU 0 0 12/24/10 PERMIT COMMENT REVISION 6E PERMITTED HEIGHT. BE LIMITED Ic no nvnn TO 2/14/ 1 I I PERMIT REVISION NOTES: CONSTRUCTION SET PLOT DATE: ALL TO PRUNING ruc TREES ACHIEVE oc..�,inl 0 OF THE HEIR REES nn SITE SHALL MAXIMUM SHALL un�non�l w/,_ ""e411111,—a1rair'^mo4 20 EXIST. PARKING EXIST. LANDSCAPE SCREEN EXIST. TREES IF THESE SHEETS ARE NOT 24" X 36' THEN DRAWING 15 NOT T. SCALE, 0 I 0 '►TALL NEW TRANSFO' ! ER (81X8'XG'11T) EXIST. CONC. C ! RVE TO DE REMOVE NEW 61" CONC. it RVr EXISTINj'oLE SIGN PAINTED TO MATCH "COOL IAL RED" AEP -SPAN METAL SIDING BRANCHES. Q 0 0 E,28' EXISTING ONC. SIDEWALK ift 7• �M1 SMR 1„r 1 ;;tri;r ri nr MTtRIJG IMEEIIIR DEMISING WN1 EXIST. BLDG\ REFER TO LANDSCAPE PLAN FOR WORK THIS AREA s 51-911 EXISTING BL TO NEW SLD 0 ■ ■ ■ • Q i , 427.05' FINISH FLOOR, BUILDING # 1 39,760 SF existing + 764 bF new 40,524 fr Y i 131_711 EXISTING CU'i5 TO NEW CUR 03 s 67'-4" 26.18' a — _$ riaci eraire w z 20' 0" EXIST, BLDG EXISTING CONC. SIDEWALK L 4 LAN'f 4 EXIST. PARKING 28 EXIST. PARKING 7EXI T. PA ING SERI T. PARKING EXISTING MANSARD METAL ROOF TO BE PAINTFD Tn MATCH "con' j2 Fn" AEP -SPAN METAL SIDING USED ON BUILDING A. JTOWER ELEMENT TO BE PAINTED TO MATCH "COOL COLONIAL RED" AEP -SPAN MCIAL IUINC& UbtL) UN t5UILUING A BUILDING # 2 8,4 17 SF 24.41' FIN1511 FLOOR TOTAL EXISTING PARKING (INC 5 IiAN D I CAP STALLS) : 1 G 5 STALLS A REFER TO SHEET A320 POR BUILDNIG EXTERIOR UPGRADES TRASH PL = 450.0' NEW LANDING 23.56' • NEW BARRIER -FREE STALLS WITH SIDE AISLE FOR VAN PARKING c.o& MARK AND RE -STRIPE ALL NEW COMPACT PARKING STALLS 7 EXIST. PARKING 0000 NEW 611 CONC. CURVE EXIST. CONC. CURVE TO BE REMOVED 7 EXIST. PARCING O 63 EXPlRE' L FEB 1.1 2012 2C EXIST PARK NG LANDSCAPE TOTAL PARKING TO REMAIN (INCL. G HANDICAP STAL •): 159 STALLS A A A A REVIEWED FOR SDE COMPLIANCE APPROVED MAR 18 201 City of Tukwila BUILDING DIVISION RECEIVE_ CITYOFTUKK IA FEB 18 2011 PERMIT CENTER CORRECTION LTf1N_._�...__ S 'O 8 SITE PLAN 16" = I '-0" 4 LT I a L. r P\O-2_1(40 0 a NU 0 0 12/24/10 PERMIT COMMENT REVISION 1 O t /05/ 1 1 I PERMIT COMMENTS _ 1 01/18/1 I I CONSTRUCTION SET 1I/31/I 1 I PERMIT REVIEW COMMENTS 2/14/ 1 I I PERMIT REVISION NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 4©<4® DRAWN BY: UKK CHECK: DE NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA98052 TEL: 425.216.0318 FM: 425.218.0329 z 0- W SHEET: A102 OF: SHEETS 0 ---57-6' io 1 IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING 15 NOT TO SCALE. INN N M NM I= I= n y ..,.., .mac mar j 25'•V 29•Q 7 i1 UKK 1 y 1 ; \` 1 i I r � � 10/15/2010 JOB NO: .,._ _.... ....... .._... __.__. �„i ] i ! 1 ! 1 0 3 I 1 Io ri d 1 EXISTING EL>=CTRICAUFIRE , SPRINKLER ROOM 1 a o N C> o I I ,6..' H o T 1 I ; 1 1 '• 1 1 ! .... ,, I i r i I 1 I ! i I ! 1 i I ' ! i f i1 f . , ! 1 . ; I 1 I ' 1 ! I I I I I • ! I ! 1 1 1 I ( ' I I ; , . - 6 O O O. G w O O �� 1 O 1 O L O .. PLANTER Z5••P 2Y•O f 250II -. , {I& aim m _ — a an — — —im AREA OF PROPOSED WORK EXISTING FLOOR PLAN s 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 st E 1 ED FEB 1 12012 /1 G" = 1 1-0" iNN REVIEWED FOR CODE COMPLIANCE APDRnVEO MAR 18 2011 City of Tukwila BUILDING DIVISION RECEIVED MAR 21 2011 PERMIT CENTER 0 C" 10 N a DESCRIPTION w Q 0 DRAWN BY: UKK CHECK: DF NOTES: PERMIT SET PLOT DATE: 10/15/2010 JOB NO: 1009 Jlf Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL 425.216.0318 FAX: 423.216.0329 Q 0 J J FLOOK PLAN 0 z U W SHEET: A103 OF: SHEETS (4) 28'_O" �1 Q PLANTER 1 L 1 -rrerrrr--J v aoH �, T11I I DEMOLITION PLAN 1/8" = I '—o° k KEY NOTES Q d 5 IF THE5E SHEETS ARE NOT 24" X 36" THEN DRAWING 15 NOT TO SCALE. SEE CIVIL SHEETS AND SHEET A- FOR WORK TO OCCUR BEFORE DEMOLITION CAN BEGIN. REMOVE AND DISPOSE OF EXISTING STOREFRONT AND ME RE DISPOSE OF EXISTING EXTERIOR WALL. MO E ' D DIS OSE "F TING WALLS, DOO INSTALL (I) LAYER 5/8" EXTERIOR YPSU SH 'T NG • EXis G DE G WALL N ERCEPT EXISTIN 1 D AND CAP PER PLUMBING PLANS E �► AN AN G PL TRUSSES PER STRUCTURAL DRAWINGS. T FACE OF D WASTE LINES OAF INSTALL NEW ROOF CURBING ABOVE BEFORE COMMENCING WITH CUTTING AND REMOVING ROOF. l o) REMOVE ' ►' 'ISPOSE OF EXISTING ROOF MEMBRANE, KI REMOVE AND DIS 5E i 'EM' T i R OF EXISTING EXTERIOR WALL. REMOVE AND DISPOSE OF EXISTING PLUMBING AND LIGHT FIXTURES AND TOILET ACCESSORIES REMOVE AND DISPOSE EXISTING STEEL COLUMNS (10 LOCATIONS) REMOVE AND DISPOSE OF EXISTING G" CONC. SLAB REMOVE SURROUNDING CONCRETE AND ASPHALT PAVING AS REQUIRED FOR EXCAVATION LEGE EXISTING WALL TO REMAIN raz- EXISTING WALL TO BE DEMOLISHED EX IRED FEB 112012 bio -in KEY PLAN CODE COMP NFOCE s1DDRAVED MAR 182011 City of Tukwila BUILDING DIVISION 1 1 1 1 ill N.1 1 1 1 1 1 RECEIVED JAN 2 6 2011 PE 1I CENTEP ( 4. s DESCRIPTION 1 A ! 12/24/10 1 PERMIT COMMENT REVISION 1 01/0511 1 1 PERMIT COMMENTS 1 Ls I 01 / 18/ 1 I 1 CONSTRUCTION SET NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 DATE 4: DRAWN BY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 SHEET: A105 OF: SHEETS G' -39/G" o• 1/48 MIN SLOPE IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING I5 NOT TO SCALE. 1 G' -39/G" 24" 5Q, ' DEEP MP I/48 MIN SLOPE 24" SQ, GO" DEEP SLAP .. � 1/48 MIN SLOPE 1g' 1 PLENUM FLOOR PLAN @ -1 2' 7 I /4" 1 0 N N 1/8" = 1 '-0" bt 0-Aci(o EXPIRED .FEB 1.12012 REVIEWED FOR CODE COMPLIANCE APDQnVED MAR 182011 City of Tukwila BUILDING DIVISION RECEIVED JAN 262011 PERMITCENTER cen Eft DRAWN BY: I 0 I PERMIT COMMENT REVISION OI/05/1 I I PERMIT COMMENTS 1 QQ I 0 I /18// 1 I CONSTRUCTION SET NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB° NO; 1009 I Z 0 I= 2 0 u -J 0 DATE Q 2 DRAWN BY: UKK CHECK: OF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB° NO; 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA98052 TEL: 425.218.0318 FAX: 425.216.0329 L7 "Ft U rO o cn cD©a QW F-11 H- MOa� z W 1.0 z J a— SHEET: AJIO OP: SHEETS ®WALL TYPE PLAN 1/8" = 1 '-0" REFER TO SHEET AGOO PN„ 1 G'-3 0/1 g" 1 5- TO 1/4" stair 1 06 Co men's room janitor's CIO5Ct women's est room I I A I 'irte Iemlev ach 02 .-1.;;Imammasec Ioby 101 Min= -- EXISTING INTERIOR ...... —. DEMISING WALL L PEN TO ABOVE electrical room I I 0 71-0' 1 G'-3 9/16" ""•••••., RETURN MR.:TOWER - RefER TO SKYENTURE DRAWINGS FOR INTERNAL FEATURES, AND FINISHES 1. )< 111 he meeting room 1 1 2 Cs. OUNTER NTUR INIS 1 DISPLAY SHELVE Co REGISTER closet 51-9 I/8" Y-0" 3'-W' 7-4 retail corner unit server room I 14 work station RETURN AIRJOWER - REFER TO SKYVVU RE DRAWINGS FOR INTERNAL FEATURES AND FINISHES •••••• PLANTER GROUND LEVEL - PLENUM DECK PLAN @+01-0" 1/5" = 1-0" cJ c.0 r‘i 6 IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING 15 NOT TO SCALE. key notes Check-in counter at 46" high, Work Station Glass shelving with lockable glass front Retail display shelving Reception counter Perforated metal display panels below stairs Fire extinguisher CDFire -rated access hatch to plenum ladder below fire sprinkler standpipe Crop 2 stop holeless hydraulic elevator EXPIRED FEB 1 1 2012 tn`"4 t""4 i 0 100040%, (jj (f.) REVIEWED FOR CODE COMPLIANCE AmmnvED MAR 18 2011 City of Tukwila BUILDING DIVISION RECEIVED JAN 26 2011 PERMIT CENTER jj tTh L4,9) z 0 E R 0 (n tu o LU E— , 12/24/10 PERMIT COMMENT REVISION 01/05/11 ! PERMIT COMMENTS I 01/15/11 1 CONSTRUCTION SET NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 < 0 L< < DRAWN BY: UKK CHECK: DE NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 • Jr Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 L.) z —J uJ 0 z 0 CD SHEET: A115 OF: SHEETS WALL TYPE PLAN 1 /8" = 1 '-0" KEFEK TO SKEET AGOO \fi I 0-3 9/1 6" I G-3 9/1 G" 17/ v N 205 women's k rest room 204 women's cs)• rest room 203 • i RETURN PFR.TOWER - REFER TO SKYV&NTURE DRAWINGS FOR INTERNAL FEATURES AND FINISHES 205 m 211 gHT CHIMBER AGING AREA - REFER X YVENTURE RAWINGS F fit ANP INSTALLATI 1 r 1' 1--`1 \ \ \ / co / 1< / / y / Oa / \N b3 21 V O' /C/\ 201 co m break room 200 W/D utility room 212 213 4-0' r L RETURN Al -R. -TOWER - REFER TO SKYV. wURE DRAWINGS FOR INTERNAL FEATURES -AND FINISHES J • N • SECOND LEVEL - ODSERVATION DECK PLAN @+ 1 G'-4 3/4" 1/8" = 1 '-0" IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING 15 NOT TO SCALE. key notes Folding partition 36 - 30" high metal lockers Access hatch to return air tower (typical 4 locations) Flight suit and helmet storage Rooftop mechanical equipment Fire extinguisher Fire sprinkler standpipe CLOD 2 stop holeless hydraulic elevator EX `: ,y ' E D FEB 1:12012 b (0)S& CODE COMP IANRCE APDPAVED MAR 18 2011 City otTukwila BUILDING DIVISION RECEIVED JAN 2 6 2011 PERMITCENTER z O 1- 0 2 u 1 A ! 12/24/10 ! PERMIT COMMENT REVISION Qz I 01/05/11 I PERMIT COMMENTS 1 A I 01/18/11 ! CONSTRUCTION 5E1- NorEs: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 w Q0 DRAWN BY: UKK CHECK: DF NorEs: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA98052 TEL: 425.216.0318 FAX: 425.216.0329 z 0 1..L W CO 0 W J O z 0 U W SHEET: Al 20 Oh SHEETS ave CONFIRM LOCATION ANP SIZE OF OPENING PER SVLLCO aye A`R�h rte^, t E E • 0 m 9 N • • • N C.1) N • LOW ROOF DECK LEVEL PLAN @+251-9 3/4" /V = I -O 1 - co LOW - IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING 15 NOT TO SCALE. key notes Access hatch (non -rated) Elevator penthouse Roof drain with overflow Entry canopy Mechanical equipment TPO Membrane Roofing Metal roofing sloped to dram EX IRED FEB 1.12012 REVIEWED FOR CODE COMPLIANCE APR/RAVED MAR 18 2011 City of Tukwila BUILDING DIVISION RECEIVED JAN 2 6 2011 PERMITCENTER cep 1' z 0 1- 0_ 2 U w 0 1 A L 12/24/10 ! PERMIT COMMENT REVISION 1 A 01/05/1 I ! PERMIT COMMENTS 1QQ ! 0 I/ 18/ 1 I I CONSTRUCTION 5ET NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOS° NO: 1009 w I- < 0 cC Q 7 DRAWN 6Y: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOS° NO: 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA98052 TEL: 425.216.0318 FAX: 425.216.0329 SHEET: Al 25 OF: SHEETS o1 2 SERVICE LEVEL PLAN @+5 1 '-G 1/2" I/8 0 cij N kip N 0 d IF THESE 5HEETS ARE NOT 24" X 3G" THEN DRAWING 15 NOT TO SCALE. key notes Metal roofing sloped to drain Gutter and downspout horizontal lifeline system Removable roof panels located above fan units EX IRED FEB .11 2012 o xvo CODECOMP FOR APDPAVFD MAK 182011 ila BUILD NG DIof VISION RECEIVED JAN 262011 PERMITCENTER k 00 z 0 o_ b0 0 N w a 1 Qi I 12/24/1 0 I PERMIT COMMENT REVISION QQ001/0 l IS 1 IS PERMIT COMMENTS FA ! 0 1/ 1 811 I I CONSTRUCTION SET NorEs: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 10091 w a 0 MARK DRAWN BY: UKK CHECK: DF NorEs: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 10091 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 LEVEL PLAN SHEET: A130 OF: SHEETS 6'-3 9/ 16" G'-3 9/I G'' 00 00 roof ROOF roof • N l9 N 0 • ROOF LEVEL PLAN @+64'-4 1/2" Q'LpoN /8" = I '-oil IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING 15 NOT TO SCALE. key notes Metal roofing sloped to drain Gutters and ram leaders horizontal lifeline system Removable roof panels located above fan units EXPIRED FEB .1.12012 bLOeS?S& REVIEWED FOR CODE COMPLIANCE APDQnvED MAR 18 2011 City of Tukwila BUILDING DIVISION RECEIVED JAN 2 6 2011 PERMTCENTER /WON , con 1 z 0 z DRAWN BY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA98052 TEL: 425.216.0318 FAX 425.216.0329 V 4-1 c)Fi cz4z U 0 0 scg O k zz ›-i._j W HwQ MOon z Q 0_ 0 0 OL SHEET: A135 OF: SHEETS IEXPOSEE) ( FXPOSE� C!EXPOSE!) 4 4 '4 4 'EXPOSE) 11 Y / III11111 2 SECOND LEVEL -REFLECTED CEILING PLAN 'NAL I /8 — I -O LIGHTING co m N ■r IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING IS NOT TO SCALE, O GI Q ieQ FLUORESCENT LIGHTING FIXTURE, WITH EMERGENCY BATTERY BACKUP, (MINIMUM 1150 LUMEN OUTPUT), INCANDESCENT, COMPACT FLUORESCENT, OR H,I.D, DOWNLIGHT, CEILING MOUNTED W ITH EMERGENCY BACKUP, (MINIMUM 700 LUMEN OUTPUT), EXIT LIGHT, INDICATES DIRECTION OF ARROW PIRED FEB 1 12012 REVIEWED FOR CODECOMPLIANCE APDQnVED MAR 18 2011 GROUND LEVEL - REFLECTED CEILING PLANCi of Tukwila BU DIVISION I/8" = 1'-O° PARTITION LEGEND: (1 x' -x') MEI NOTE: SEE ELECTRICAL LIGHTING PLAN FOR LIGHT FIXTURES AND EXIT SIGN LOCATION AND TYPE. bLO i'rb NEW HEADER CEILING HEIGHT (TO MATCH EXISTING U.O.N.) PAINTED GYP BD. CEILING RECEIVED JAN 2 6 2011 PERMITCENTER CONSTRUCTION SET ISSUE - 01/18/2011 DESCRIPTION 1 A I, 12/24/ 10 1 PERMIT COMMENT REVISION 1Q ! 01/05/ I I I PERMIT COMMENTS 1 A I 01/18/ I I I CONSTRUCTION SET Noyes: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 w DRAWN BY: UKK CHECK: DF Noyes: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 J f Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.218.0318 FAX: 425.216.0328 z J :f!;cl__ z W U REFLECTED SHeET: A140 OF: SHEETS rft G5 CD) N —t SW *Ma sror 1 b z a Ln O 0 1 © ! 2/ 14/ 1 I ! PERMIT REVISION I PLOT DATE: 1 I(k if 1009 T. 171=111 —III -III 1L III If=-�_ 1H I=f E -III 11E11111 If�II =1I1 -III- -1 I I I 1=1 I f 1I-1 #Issw -111=111—ITI—III-1 111=I I I=I T I=111 =11-111=111411=1 111=1 1.11. J11 1 1-111-111-1 {11= I 1---111=-111 Ea 111 1IE1I Ill=1 Tri 1 • . ••eaaC { .sem:• •;* j:,�J. ;•,,••+�.r.• mil -t-PIS Q'i�4:.;7•• III ll IIIIIIIIIII II,,,TI7i-1III�II „ II,,IL��• ILII _ I �11i�~�' �II IIIIS�I El III III II I FU11111ffi-111 111Elll TILIUND RGROUNDI±LI1111l PI 11 II1 1J-j�-�IJ�I III} Irl I I -III 1 1 I -III -I I I=I I I -III- I 'III 111 III -I I I -I I I -III I -I 1-1 I 1 3 I EU I L=I I I 1 IIE I I I I I 1 I I I 1 1111 I IEI I I I I I I I I= I If I I IT I I II I T II I_I I T- I 11 I I-1TI� I I -III -I 11-1T� 11--� 1T� 1-TTI-III-�11��I-TI- IEM1111T1111lE 1111IEIIIIIITI 11E-11IIllErEl 1111ill IIIETE111_ 11-111- I -= 11=ll-111-11 I -111=-I 11-111-1 -111-I EJ_-1�1-1111=.L -111= I 1111 I IMI T 11111 1 1111 I IMI T I I I -FT 1 1111 I I I I I 111 1.11 I III I� I .LLI=ll=1 11=1 I I -I I IBJ I-1� IBJ 1=1 I f -L � iT=L1-I 11=11 I =II I111 -I 1 1 1-1 111_=1 T IE I I -I I ISI I I -I 11=1 T 1=J1 -III -I 11=11=1=111=1 I E 1n=Li1LI= —111_111-1111 _HJT--111�JI-111�T�11 I 1f[L I I -I 11=111-1 I -I 11 111=111-11 1-111 • I 111-L M-111=11 I -I 11-11 IE 11-I T ._� ifi It -tl 111=1 t�=t11= 1= 11=�t1 ITI 1111=111-1 1=111111= 111-'-11-11 1I I -I I I=111=1114 -1I 1=f-11 I I- -11[Z-Ea I I-Tff=II= E lT= I I- J I1I I I11111111111 11 1 1=1 1=1 1LTI_1T11 11=111=111 11-1, IMI• -1 111= III—' -"III T.O. PARAPET 4 69' 1 1-7/8' T.O. BEAM ROOF LEVEL 68' 5-7/8" -7/8' T.O. BEAM 4 ROOF LEVEL 65' 8-7/8" T.O. BEAM SERVICE LEVEL 51'-83/4" T.O. BEAM 4 LOW ROOF DECK 28' 6-3/4" SECOND OBSERVATION VATION + 16' 4-3/4" FIRST LEVEL +00' PLENUM FLOOR -17'-I/4" IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. KEY NOTES Mus4 vna k. CoAor5 O- gpproQto( UR des) c," METAL TRIM METAL CORRUGATED SIDING GLASS STOREFRONT METAL ENTRY CANOPY VENTILATION PANEL EMERGENCY EXIT WINDOW C.M.U.(Concrete Masonry Unit) BI-DIRECTIONAL LIGHT SCONCES EXFIRED .FEB 112012 tLOa)Sutt BUILDING ELEVATION - SOUTH 34" = 1i -on REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION Cirv� i LA FF9 18 2011 PERMIT CENTER Go r-44 z O E o Pi I A I 12/24/10 ! PERMIT COMMENT REVISION 1 1 © ! 0 I /05/ I 1 ! PERMIT COMMENTS b z a Ln O 0 1/31/1 I ! PEWIT REVIEW COMMENTS 1 © ! 2/ 14/ 1 I ! PERMIT REVISION I NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 tua o 0 i DRAWN DY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 ASKS PPONCP :65% AWS1 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0929 0 Z 0 LU LU CD 0 J CD SHEET: A200 OF: SHEETS 0 0) TI: 1...1..1....:..1... . I:' ::................. i ; 1. ' .y .1......1......1.......1...>..., . �........� 1.......1.......1 ..1... I ...:........1 ..,....._1... I....1......1........f...........s....:.........'.........:........1.......:.......1.......1... r........i........(.......1........K... 1... "...1.......1... I........i.......1.......1.......?........ 1......1........I.......1.......1...: i.i...I......:.I.......1...:...i 1 ............1... i ...1......1....I........t. . ' 1.......1.......1... A.... 1 ...1........1._ ...1.......i... ....:.......a........ .1...1 ..........................T....i.......1...............1.......x........x , 1........1,....1.......1.......1...v........,-....................I........i......x........1.......1........1 : L) J. j 4 21,C 101 tic ..w �.. I.... ( ....1........1........1..4 :::' :::'I':::....? ............ ......_....1::::".:."1;::.::::1:::.::.:1....21 • • 3. E........1... ....1.... n.... ......:_.1......1.......1......1....' I. . .........:.. ,..... 1.1_1_11..1.1.1 i11.......I..:.1......I......1i...............l....-I ............I.............I:1.... ......i 1.(.1.1.Y L....1_1_1....i.i..1.21.I.... 1n11I>.111Y_ i 1.1...III...i......i....1...11 { .11...L:1...1..1_.1 h T ...I.......:1......1.....,.1.......1 1 .1. • • • • ......... ... .... .... .... .... .... .........[ .. ( 1. a....E....e...."... t.....t....d....„ ( s £ Y.........(..... ....i... ....; EXISTING RETAIL IN FRONT . E I I IE 11=11 IE 11=1 —I I 1=Ll=lll=l f I I ISI I I, ;, I I 1-1 I ISI II lit' 1 1 I I ITTi I I IFTI I I I I IFITI. IlI II .L� 11 ITI I ffk'rlTl—�-I I I. I I IrI I I.TI I I I 1 1 1111 I I I ITiI I ISI I IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING IS NOT TO SCALE. T.O. PARAPET 69' I 1-7/8" T.O. BEAM ROOF LEVEL 68' 5-7/8" T.O. BEAM ROOF LEVEL 65' 8-7/8" KEY NOTES METAL TRIM METAL CORRUGATED SIDING GLASS STOREFRONT METAL ENTRY CANOPY VENTILATION LOUVERS EMERGENCY EXIT WINDOW C.M.U.(Concrete Masonry Unit) CONCRETE BASE SIGNA T.O. BEAM SERVICE LEVEL 51'-83/4" T.O. BEAM LOW ROOF DECK 28' C-314" 1 SECOND FLOOR/ OBSERVATION + 16' 4-3/4" FIRST LEVEL +0' 0' EXPIRED FEB 1 2012 biorrco• PLENUM FLOOR 4 -17'-1/4" BUILDING ELEVATION - WEST G" = 1 I -O" REVIEWED FOR CODE COMPLIANCE APPRfVED MAR 18 2011 City of Tukwila BUILDING DIVISION enMEArtititA CFR 18 2011 PERMIT CENTER Csep Z o t a 0 o I A ! 1 2/24/ 10 1 PERMIT COMMENT REVISION ' In z i N 0 0 t ' 1 ® ! O I /1 8/ 1 I ! CONSTRUCTION SET ® ! 1/31/I 1 I PERMIT REVIEW COMMENTS 1 & ! 2/ 14/ 1 1 ! PERMIT REVISION NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 I -- En o 0 0 c 41 — — DRAWN BY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 428.218.0318 FAX 425.218.0329 SHEET: A205 OF: SHEETS yWi, 115. ofwaeri I0 v 2'- ' N EXIST. ROOF IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING IS NOT TO SCALE. T.O. PARAPET +_ 69' 1 1-7/8" T.O. BEAM ROOF LEVEL .:.Y ....�14..%yi.1Jym�r...v��..:. f. 1{�,.tyY..p� 414/144(441114WASIS i : s rA ... 68' 5-7/8" T.O. BEAM 4 ROOF LEVEL 65' 8-7/8" T.O. BEAM 4 SERVICE LEVEL 51'-83/4" T.O. BEAM LOW ROOF DECK 28' 6-3/4" SECOND OBSERVATION VATION + 16' 4-3/4" FIRST LEVEL _4 +0' 0' PLENUM FLOOR 4 -17'-1/4" KEY NOTES METAL TRIM/CAP METAL CORRUGATED SIDING GLASS STOREFRONT METAL ENTRY CANOPY VENTILATION PANEL EMERGENCY EXIT WINDOW CED C.M.U.(Concrete Masonry Unit) CI 0) SIGNAGE NEW SERVICE DOOR (SEE DOOR SCHEDULE) fn)s Lvii) EMI ED FEB 112012 coBUILDING ELEVATION - NORTH 6 = 1 -0 REVIEWED FOR CODE COMPLIANCE APDQWVED MAR 182011 City of Tukwila BUILDING DIVISION cITYOPioilanA FEB 18 2011 PERMIT CENTER r V 0, • 0"641 r r DATE DESCRIPTION 1 A ! 12/24/ 10 ! PERMIT COMMENT REVISION 1 © i 01 /05/1 1 ! PERMIT COMMENTS 1 ® ! O I / 18/ I I ! CONSTRUCTION SET 1 ® ! I/31/I I ! PERMIT REVIEW COMMENTS z 0 0- 1, 1, o_w 4 NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB° NO: 1009 DRAWN BY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB° NO: 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL; 425.216.0318 FAX: 425.216.0329 74 I I W U cip z O ogp_i QW� 41z5 N r-iW f_ica �Q H r J cru O z z O W W CD z 0 cO SHEET: A2 1 0 O F: SHEETS \' C) 951-I I 3/8" 1111111111111111111111111111111111111111111111111111 IP THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING 15 NOT TO SCALE. N T.O. PARAPET 69' 11-7761 -7/8' T.O. BEAM ROOF LEVEL 68' 5-718" T.O. BEAM ROOF LEVEL 65' 8-718' T.O. BEAM SERVICE LEVEL 51'-6 3/4"' T.O. BEAM 4 LOW ROOF DOCK 28' 6-3/4" SECOND FLOOR/ OBSERVATION cip +i6'43I4° 1iTfT 1=1 I 1=1L--1=1 I ITI I I -III -1 I. -SII- 71;;1717I; ; F=Ill I f' II_I-111-111=111-1I II1=1II-1II. �1111_�1I-E I1Fll1=1ll�1llllllJ,�. E Tfi M- 1=111E11=111E1 11-I I ISI 11=1111_. -1-11.1=111-1T 1��1 Ill- ; I �-�f SLI-ITI l��I-T�m1 11-111–I I I �� 1�11j1 I I I� ITT _JII=i :I 1, ,L- I I I-J=L=J.H 11E111-111 111=111-111-111-1 111II III TIT 111– III 1F 1I IITfiTfI IT - Ifll-1.11– TII m�mIIl-n . _ Tfi--1Tf 117 111 111-L flfl I I_-111-111-111=1. lll�.l I -III- 11=ll I -I 11=J1 I I I llf--III _BIM IE- =; –1T1� I I_M-'- I 1T�Tii–Tfi_1 -1TI I r_lifiniti,IFTL„in II SI LTI=gymTff_I I I -r �f Tff Tff_H I -I I II 1-111-I I-111- IE 11=, '. -1 fT= 11=1 -TI I - M -111--T T I-0– Hifi-1 I I Tffm I I Imo_ -1 I ,, .I I � III. 1�In I I i=1 I—I 11-1 111 I: ffi— I I-TI-J.I I TI -I T n--1 ffiffl �T ,,–. –,,, ,,, _ iTi—f 1=1= 1 I I=II 1=1 I IE I I -I I If=1Tl- I f -I 11-111 T_I f=1 11=1 I f=1 �1T 1Tf=1T ITf=1 11=-ff=1Tl Tff=fl 1=1J=1�-L -1-111-J.J.-111-11 I 111 .J=Jll 1II =ll 1=1I1=1 EI –I I�111 111 I1= 111 111 1=1LI=JJ1-111 1=111 111 �1 111-111-111– Ea = "_ III –i 11–i1I–� 1– BI ZIrn Ea =1L ll —ZI III 111 _1111 111 1L—IC—IL— I III–m 11 I. _O–Ill= 1 I_Li= _ _TIT =_ –11 i iii=1Ti–Tff=-1Ti=1 –1 I f_ i= Ill ffl –S–LI l-- —II V III ZI .�I=T1i–I 1- --:ii- - l= - - - - - - - - - — — - - - - — I iT1_ITI I I I I� I I I III 1 1 i11 ITI 1111-1 I II I �I I_I I I I I I I_I 11_1 I I_I I III I I I I I I -R ... �-� I -,- -,. .. , ,--,. ,-r .. . , .. -R I , .. -,-� I �I �I I ... ... .. 1-r -T-f f ...T-, ..Ti�... I ...I I I... I I I , I I �T�.. I I f -IIIIn =ii�1rI T' liyml;1MIL EI–1–I-1–_-–I I= 71=1I=ll J fri=171=1 1T JT ,IJJ1 --__17m�f1I�ZT— III' -`III -IIIA �II1.-111-iTf,_:III:�III.,-1117111 I I I-'Tff :Ilf III�I�I III Il' __ �f=`I 111tI l f =, I STT 11.71 I ITI I HI 11-1 11-1 11-1...TI41 1 11-1 I I FIRST LEVEL +0 0' KEY NOTES (T) METAL TRIM METAL CORRUGATED SIDING GLASS STOREFRONT METAL ENTRY CANOPY VENTILATION LOUVERS EMERGENCY EXIT CT7) WiNDOW 8 C.M.U.(Concrete Masonry Unit) ✓ J CONCRETE BASE 4) SIGNAGE NEW SERVICE DOOR (SEE DOOR SCHEDULE) EXPI RED FEB 1.1 2012 PLENUM FLOOR 4 -17'-1/4" DUILDING ELEVATION - EAST 3411 _ I I_QIi REVIEWED FOR CODE COMPLIANCE ApaanvED MAR 18 2011 City of Tukwila BUILDING DIVISION RECEIVED JAN 26 2011 PERMIT CENTER cett N DESCRIPTION 1 PERMIT COMMENT REVISION I PERMIT COMMENTS L 13S NOLLDITSLSNO7 1 NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 DATE o-- N - re C O O - O sZ 1Q QQ DRAWN BY: LUCK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 Z Ka Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.218.0318 FM: 425.218.0329 z.;4 2-41 z U ocip ogp., 20i 2 I--4 w: eno H 1(- Q W z 0 \Q W W z SHEET: A2 1 5 OF: SHEtrs EXIST. GRID 9 5'-0 3/8" AA 13'- I O I /4" (A) 17 8" G'-3 9/10 1 G'-3 9/ I G" 8'-4" 8'-4" I _O• !nn 1 T.O. PARAPET $ , 69' 1 I -718" 1111111111111 1111 • —7 i 4•T: eitit94 EXISTING ADJACENT RETAIL SPACE A SECTION 2 3/6 = Ho" T.O. BEAM ROOF LEVEL 68' 5-7/8" T.O. BEAM ROOF LEVEL 4,, G5' 8-7/8" T.O. BEAM SERVICE LEVEL 4 51'-83/4" T.O. BEAM LOW ROOF DECK 28' 6-3/4" SECOND OBSERVATION VATION +161 4-3)4" FIRST LEVEL +010' PLENUM FLOOR 4 -17-1/4" IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING IS NOT TO SCALE. key notes Corrugated metal siding Internal gutter Fan units beyond Air flow duct Primary diffuser Flight chamber Inlet contractor Glass front display case Louver 3 - exhaust bIox9(o EXPIRED FEB 112012 CODE COMP ILIA ADORAVED NCE MAR 18 2011 CityofTulIa BUILDING DIVISION RECEIVEF JAN 2 6 2011 PERMITCENTER e 2 0 0- 0 PERMIT COMMENT REVISION PERMIT COMMENTS I CONSTRUCTION SET NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 I DATE 0 vin�' �o= -00 — — DRAWN BY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 hi - Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA98052 TEL: 425.216.0318 FAX: 425.216.0329 z 0 U V ) SHEET: A300 OF: SHEETS • =1=1=11-1W-11=11=1=11=11-111 111= 11 I =1 1171In 1-11 E1I,=J ,Ilya =11n1 S 1 -, ' r -II-III I-11.1=III I -L I II .1=11=11.=,1= r' 11=1141 rll drlfri I -Hat-It-wit-31 I t -w IJ171R11 ILMI I 0A L IPI =d=u -n=11=1=1111=11 =1 11=1 c c c Gi=ii NEIL = Ir ,II , .. 11-11x11 .II 11 IIFII :I -11=o- =11=41 II 1 ;.11:11 1..�1.�1-I�I �1�11 �c x11 1-116 =ito 7-m rNrl zii=11111n tin n-11111 11_11-n I�'ll�ll�LII�I I=II III`III�Iiil l` I Ifl 11=1-11=11=11='IIP 1=11=!1411=141141 X11=11 -II -11.11=11=11=11=1 =11=11=11= -IIP1-11=1L 11-1L I=11=11=11=11=11=1 �n-n-u-n-1-11=11=11=1=11=11=11= =11=1 2=11=11=11=4= 1=11=11=11=11=-11=1 =11=111=11=11=11=1=11=11=11=11=11=-11=110 =11=11411-=11 1=11=11=11=11=11=111 =11=11711=11111=1tP1111=11 11111=11=11 x• x-11 =1=-11II= 2=11 11=1111=11 1= =II-16-Illl11 'PI1Pll-11-11- -II=1=11=11=11=v-11=11=11=11=11011=111=. 11=1 11=1-11= 11 =1111,- 1=-1111 Ilk 111 11=11 11-11=11=11=11011=11=11=11= 1 1 1411-11=11=11111 1 11=11 �1=! II 11=11=111= I=11=11111=1 :11=11=11=111=11=11-11=W- 11'14 x 11 11 111A1,R• `, 11--11 II 111;!I11=41FI 11=11r,11_1:111i,41=11=1=11=1,,11 ,1 r 1=11=11=11-1171=11=11-4 g11=11=114 1=1111 I--llyl 1=11 1=11= 1.11=11141 11. 1=11=1P-11=11=•;l-IIT1-11riIIT,l11=1-11 16'-4 15/1 G" 23'-0 3/4" 2G'-2" 23'-0 3/4' 3'-3" 1 1 '-9 1/4" 10'-10 1/16" 4.4 '-0 1/1 G' 9'-2 5/8" 3'-9" 9,_4, 9'-4" AIR +ENT SVLLCO 9'-2 5/8" 2.G 10'-10 1/16" 1'- 4, I G'-4 15/1 6' 1 1/ G" 1 11-9 1/4' 11 1 1 111111111.111111111111111111111111111111111 TURN LLCO VANE 2 �Frrrnrc SV 1„ !i RETURN AIR TOWER /\ /\ \ / f V ! 1 FILNS 4 dUCTB SV4LPD 11 11 11 1 1 I I I I I 1 ! 1 r 11.111111111111111111111111111111111111 LLL TURN ANE V 3 SVLLCO y. ILII II II II I -II -Irl II11-111-' •'•''�.•�-. N i1. G'-5 1 5/ 16" 24X24 24X24", GO"DEEP SUMP TURN VANE I SVLLCO DIF irmbashkr I 3'-3" II IMO. x IF THESE SHEET5 ARE NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. 13'-0" !\ !\ ! \ \ / 1 1 V l r I TURN VANE r�r � SVLLCO I I r hr 5 talk F LI hT BER LCO PA»1!d0,R• yC'.t�$AYFjd4(r<I iI836:� - r-' solor 10' DEEP ALCOVG W/ 24x36 ACCE55 PANEL Jj J TURN VANE ' SVLLCO IN ET s I R 5V LCO 10'Wx 18'Hx 8' DEEP AL W! LEXA (TY? 6 LO J\ J J J A520 O jimm, -fa 510 a // / / / / / // / / // / / ola ltiimo 1 ♦ I • I�. O OOM \I 6 es •- • r 20 •. etec/ -Ar •y 1 1 • min; b'�"FGmF'?'H`SrBT�iv[F�err. S9R8e�•t'k'+yk:"9F�tiy1S'4!1`2il°/'iiudR'PiZ' PST.h51'41Nrlae4�`Ozw¢✓•1�llrcA'+SW''�d'14e RT � A •: TOWER ♦ 1 1 1 1 1 AlR VENT SVLLCO 1 111 1 �� A520• .11 roe 1 1 O �• MEEfINGI W. `:: ROOM sk w ���i I 1ott•% 6'_ I I , I' Adk ‘mkiii 5 5! 6 6 5 15 1 6 0 LL\ • • 1•• 18 cep `. m __ k:, IIS FIRST LEVEL Afr �,7•ii: i,7 -=-;r: 7-,;'4-'s.;=:':i 'iiii':'-s;::'-7-::•::7,-7-1, 4:;=:-.,1,--:--.7"e-, � �� N _- -uPn I u7u�11 n u n l u l u n u-n-u-n`I - 0'd O T.O. PARAPET 4, 69' 1 1-7/5' T.O. BEAM ROOF LEVEL T 65' 8-7/8" T.O, BEAM SERVICE LEVEL 4_ 51'-83/4" et- of e) 5col em l cAmc,4 25 (kJ, AI hi'7 / �J ci 5 T.O. BEAM LOW ROOF DECK 4 28' 6-3/4' EXFIRED FEB 112012 SECOND FLOOR/ ATION OBSERVATION pig + I6' 1 NEW ELECTRICAL ROOM m 41-0' cm LL - J1 J� J J J J J J � VANE 4 CO P 6. 'if TURN VANE 3 J J J 10' DEEP ALCOVE5 W/ 24x36 ACCESS PANELS IP,Il I II I AIansuaIP IPAw a IPIh 17-=11--lu'�1=n - n lour=11- 11:1 F1111-� Irl! 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IL .IL II II II II II d_ .1.11:11.17117r11 �_ X411 II II. II � c _t__ n n n n u 1 11_11 1u 111111111nnn� •u' �n u n� •u �a' un 1 nu anIu nn 111 n n 11 n u n n u u 1 n' a '1111 111111 a 11111 _, _. 17-.- u . u u _ : a u� IL .II .ILII II -II II IIPII-II II II II II C� _ _ 1 1 1 n u u u n u a n u nun u n 1111u7--n-�u11111111nnn�_nuuuunn.�nnun-n�-Icii_ul_au.-uunuunnunnul�u�nnul�i .-un_n�l_u��l�nnll� n11nfIS11�111111�111�lnll li 11111111.111111111.�11.��1-11x11=11-11�rllk? =11811 -IIx 111IIF=1111x111-II���11"'ll'-III= A SECTION 6 = 1 -0 (0e2?b ps`:{ rsn 0 - z 0 IA I 12/24/10 I ERMIT PERMIT COMMENT REVISION I ® I 01/05/1 I 1 PCOMMENTS N z Q 6 1 ® I 1/31/11 I PERMIT REVIEW COMMENTS 1 ® I 2/14/1 I I PERMIT REVISION 1 & I 3/30/11 I CONFORMING SET PLOT DATE: 03/30/2011 JOB NO: 1 O1)9 ILL 0 DATE CO (3 41 mm DRAWN BY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 03/30/2011 JOB NO: 1 O1)9 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA98052 TEL' 425,218.0318 FM: 426.218,0329 z 0 U v J SHEET: A305 OF: SHEETS 3'-3" I 6'-4 15/1611 23'-0 3/4" 1'-3 1/4" 11-4 II 6" 10-I0 I/16" '-0 1/1 61 9'-2 5/8" 3'-9" 9'-4" 26'-2` 3.5) (3.2 91.411 3'-9" A, 9'-2 5/8" 23-O 3/4" '-0 I/14 Id -101!16" I'- 1.8 1 I C-4 )5/16" 1 1'-9 1/4" .._____ I 11 111111,1111,11 II IilllllllNllll 111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIbI11IIV WIHMDIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIII IIIIIIIII eitimanameasenanin 211 IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING 15 NOT TO SCALE. 13'-O" 0.5 T.O. PARAPET -5111-7/6" / T.O. BEAM ROOF LEVEL 4 68' 5-7/&' 1 1 • ....,,.......rte 1 11 1 1 1 AIR SVL LENT co . - VENT LLCO 411 1 1 1 1 T.Q. BEAM ROOF LEVEL 4 65' 8-7/8" T.O. BEAM SERVICE LEVEL 51'-83/4" T.O. BEAM LOW ROOF DECK it, 28' 6-3/4' SECOND OBSERVATION VATION +16' 4-3/4" m FIRST LEVEL 0.0' IEWED F D = COMPLI " CE ,Ap PM ' D 14AR¶8 011 Ci +f kwila ING $ ISION NUM FLOOR .. 17' -1/z" OESECTION �6 =-0 RECEIVED JAN 262011 PERMITCENTER DRAWN BY: I PERMIT COMMENT REVISION I PERMIT COMMENTS I CONSTRUCTION SET NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 12/24/10 OO MARK DRAWN BY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA98052 TEL: 425.216.0318 FAX: 425.216.0329 z O U ,Wn ( J SHEET: A305 OF: SHEETS 0-4" 4,M= MMWM 1 10'-0 15/ 1 C" 23'-0 3/4" ,20-2" G'-8" t 6'-4" 23'-0 3/4" 1 6'-4 15/ 1 6" IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING IS NOT TO SCALE. 13'-0' 1 1 1 BREAK ROOM TEAM ROOM 0 WOMEN'S RESTROOM WOMEN'S RESTROOM MEN'S RESTROOM TOP OF PARAPET ' 30' G-3/4" T.O. BEAM LOW ROOF DECK 28' C-3/4" SECOND FLOOR/ OBSERVATION 4) 1 G' 4-3/4' I '-10' G' -G" MAIN ENTRY LOBBY ELEVATOR SHAFT ELEVATOR MACHINE ROOM MEN'S RESTROOM JANITOR'S CLOSET WOMEN'S REST ELE VATOR - PIT 1 - sum • • s __r -_ •• ,••=1=11=11=11=1=11=1111:=11A=1:-11=11=1111=11=11=11 =11:-11. II-2-ll-1f111f-11= I' E=11 '11:=1f=:ll'=1 SECTION 3411 b to ern" EX FIRST LEVE 0.0' FEB .11 2012 REVIEWED FOR CODE COMPLIANCE APDDflVED MAR 18 2011 City ofTukwila BUILDING DIVISION DECEIVED ;262011 PERMIT r .i DESCRIPTION 12/24/10 ! PERMIT COMMENT REVISION 01/05/1 I 1 PERMIT COMMENTS O I /18/11 ! CONSTRUCTION SET NOTES: CONSTRUCTION SET PLOT DATE: 01/18/201111 JOB NO: 1 009 DATE 44a DRAWN BY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/201111 JOB NO: 1 009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA98052 TEL: 425.216.0318 FAX: 425.216.0329 O k z 0 U SHEET: A3 1 0 OF: SHEETS COUNTER FLASHING CONTINUOUS SEALANT PARAPET FLASHING SEALANT EXISTING EXTERIOR WALL ASSEMBLY: FACE BRICK o/ I' AIR SPACE o/ BUILDING PAPER o/ PLYWOOD SHEATHING a 2XC STUDS ## I G'OC. CAVITY FILTER OR OTHER MORTAR COLLECIION DEVICE SLOPING SHEET METAL COPING CAP W/ CONTINU CLEAT EA SIDE UOU NAILER W/ ANCHOR BOLTS. GROUT CORPS SOLID AT ANCHOR BOLTS. TOP COURSE TO BE SMOOTH FACE. WELD ANCHOR BO ,T5 ONTO EXISTING BEAM +/- 48' OC; CAST INTO GROUTED 3040 BEAM. APPLY CLEAR WATER-REPELLENT TREATMENT O TWO HOUR FIRE WALL (IL # U9OG) G" SPLIT PACE CML wl , G©48' DC VERT. • (2)#4@48'OC HOW. THROUC H-WAU. PLASHING w/ WEEP HOLES AT 32' O.C. MN( POUR NEW POOTING SOLID CONCRETE; EPDXY TOWEL RASAR IMO EXISTING FOOTING WALL SECTION 3/811= 1 -0" 101-0" r 1 1 1 T. 0. BEAM LOW ROOF DECK 28' 6-3/4" SECOND FLOOR OBSERVATION DECK 16'4-3/4" 1 I I1 I1 I1 111 I1 111 I ISI I_, I I 1 I I I--1 11-1 I I -III III III III III —EI=1 I=I I III I I I= I I I WALL SECTION 3/811= 1'-0" GROUND LEVEL 0' 0" r� 1 — — 1 1 11=111=111=111=1 ..f . 11-111=111-11 —111-111111=111- , '; .. 111=111-111— 11-111-1 1 1=111-1 • % .5151 -111=111=11 —111-111-111-111 ^I -I 11I 1 I 111 11--111-111-1 I I 1 1 1-11 I-111 111 11 -1 1 1-111-111=1111 1-11-111-111-111- 11-111-111-I 1 1-111,1 4 111-111-11 I -LI ��=1111111111=1i1111 ftT1l f111ii1-i�11 1 WALL SECTION T. 0. BEAM LOW ROOF DECK 28' G-3/4" SECOND FLOOR OBSERVATION DECK. 16' 4-3/4" GROUND LEVEL ni n. 3/811= 1 -0" Diosicap IF THESE SHEETS ARE NOT 24" X 36' THEN DRAWING 15 NOT TO SCALE. it At. . Qati 6.a.aa a.a:a a.a.a.Q4 /=ii i►i� Ii+ /It I r�♦1 ►tea ►r ►�j S1 ,•1. I V d 411. s n M T. 0. BEAM LOW ROOF DECK 28' 6-3/4" SECOND FLOOR OBSERVATION DECK 16' 4-3/4' •GROUND LEVEL 0' 0" • 11 Illi 111= 111- L I I-1 11-1 I-1 It =1 i I-Ill=111=111 111=1 I 1=1 I 1=1 1.1 -I 1=1 I I -I I I -I I IE 111III-III=1 1=111 -111=111- 111=111=Ti=1-I IT=111=111111=111- -111-111-111=1111 111=111111111-111= -111111111-11_1-1 111111111111E 11111111111 �-11111-1-111=1 1-111 111111111-1 -ll1-111-111111` i 111-111-111-111-111-1 1 1-111-111-111- 11 HI= -r L I I—r l 111 11-1 1 1 I L I I I=I 11=11 I=I I I - O 1 WALL SECTION REVIEWED FOR CODE COMPLIANCE AppanVED MAR 182011 City of Tukwila BUILDING DIVISION PLENUM FLOOR 4 -17-1/4' 3/8'= 1'-0" RECEIV U CITY OF TLA FEB _18 2011 PERMIT CENTER Caa DRAWN BY: UKK CHECK: DF NOTE5: CONSTRUCTION SET PLOT DATE: 01/18/2011 ° J°H NO: 1009 I Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.219.0318 FAY: 425.216.0929 0 U w J SHEET: A3 1 5 OF: SHEETS 6 RELOCATED EXISTING SIGANGE CORRUGATED METAL PANEL DECORTIVE TENSION BAR ASSEMBLY @ COLUMN LINE G G AkiWar ANNEX MALL ELEVATION • twsaino' I /2"= 1 '-0" PAINT EXISTING SIGN FRAME TO MATCH ADD—SPAN COOL COLONIAL RED. PAINT CENTER TOWER ELEMENT TO MATCH COOL COLONIAL RED BY AEP—SPAN PAINT EXISTING MANSARD STANDING SEAM METAL TO MATCH AEP—SPAN COOL RED (TO MATCH I—FLY TOWER COLOR). PAINT EXISTING STUCCO FINISH WHITE IEITMErMTLIS IF THE5E SHEETS ARE NOT 24" X 36' THEN DRAWING 15 NOT TO SCALE. PAINT METAL BEAM TO 7/8" HAT CHANEL APPLY DIRECTLY ON EXISTING FINISH DECORTIVE TENSION DAR ASSEMBLY @ COLUMN LINE CORRUGATED METAL PANEL - AEP SPAN COOL RED RELOCATED EXISTING SIGANGE II 1 MATCH AEP -SPAN COOL COLONIAL RED 9 rn EXIST. T.O. ROOF TRUSS EXIST. T.O 4 CANOPY PAINT TO MATCH AEP -SPAN COOL COLONIAL RW WALL SECTION /2"= I '-0" 00 Cow COP ED9 CE APPROWF MAR 182011 `s City of Tukwila r BUILDING DIVISION 1 RECEIV CITYOFTU)P LA FEB 18 2011 PERMIT CENTER • DESCRIPTION I PERMIT COMMENT REVISION 1 PERMIT COMMENTS U) z 0 13 zz O 1 PERMIT REVIEW COMMENTS 1 PERMIT REVISION I NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 Q i<141tI ti — Oiz_` O O DRAWN EY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 U 0 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL 425.216.0318 FAX: 426.216.0329 EF4m p4 O° 0@)p_i 4ri I � � 1-4W HwQ H= cnOa MALL UPGRADE z z Q SHEET: A320 OF: SHEETS e, ROOF @ EXIT STAIR • J • T.O. BEAM LOW ROOF DECK 4 25' 6-3/4" +30-33/4" stair # 2 section I/4"= I'-0" SECOND FLOOR/ OBSERVATION DECK4+ + 16'4-3/ T.O. PLENUM DECKS +0-0" 1 3'-O" 4'-7 1 /2" 10-1" 4'-0" I I PJJN 12 RISE al T LJ— stair # 2 lower roof level 1 /4"= I '-0" 6'-0 3/4" 1 3'-0" 6'-5 I /4" 8'-3" 4'-0" 30" X 48" UP 1 • 9R JN cc 10 PJ5E 11 " • • stair # 2 observation level I/4"=1'-0" 3'-5" 40Il 6'-5" I 3'-0" 6'-0" \ \ \\\\\\\ 7 RUN Q 11' 5R5E07" 4-0" 0 UP L stair # 2 ground level I /4"= I '-0" OFFICE 5'-0' 1 1 3/4' IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING 15 NOT TO SCALE. stair # 1 1/4"= P-0" elevator y 10 +6' 4-3/4" - --r UP 15) entry lobby 100 stair # 1 1/4"= I'-0" MEZZANINE ABOVE HAND RAIL PERFORATED 6'-0 3/4" 1 13'-0" SECOND FLOOR/ OBSERVATION DECKS + 16'-43/x' T.O. STAIR LANDINGS +5-I0" T.O. PLENUM DECK. +0-0 EXIT STAIR TOWER ROOF @ EXIT STAIR +30'-3%' EXFIRED stair # 2 I /41= I'-0" b(0e2(1&2 FEB ,1,12012 SECOND FLOOR/ OBSERVATION DECK + 16'4-3/ REVIEWED FOR CODE COMPLIANCE APD4fVED MAR 18 2011 City of Tukwila BUILDING DIVISION -40000,4 '` T.O.s PLENUM DECK+ " +0-0" 4. RECEIVED JAN 2 6 2011 PERMITCENTER -t O_ t 1 Qi 1 1 2/24/I0 ! PERMIT COMMENT REVISION 1 A ! 01/05/1 I 1 PERMIT COMMENTS 1 A 1 0 1/ 1 8/ 1 1 1 CONSTRUCTION SET 1 NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 W 0 MARK DRAWN BY: UKK CHECK: DF 1 NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA98052 TEL: 425.216.0318 Fa 425.216.0329 0 Zrz- 11 H U O 0 C Ogg Q W r2t 1-W r__u Q H = cn O co v J z 0 U (W V ! 0 z V J z L.L Q SHEET: A500 OF: SHEETS TREAD DIM. PT. 1/4" PARALLEL KERPS, SPACED i" APART /4". PROVIDE DARK/LIGHT COLOR CONTRASTING CAREORUNDUM INSERTS (T1 nosing detail V' z 0 STAIR STRINGER CHANNEL OR FLAT PLATE DIMENSION POINT AT STAIR PLANS stringer $ wall detail 3"=1 '-0" LX W J OWALL MOUNTED SECTION handrails 1 I/2" DIA STANDARD PIPE AT STAIR I , 1 I/4" DIAMETER STANDARD PIPE BRACKETS AT 5'-0" 0.CC MAX. @ FRAMED WALLS, FASTEN TO METAL BACKING OR WOOD BLOCKING. @ CONCRETE OR MASONRY WALLS, FASTEN WITH EXPANSION BOLTS F.O. FINISH WALL /2''XY2" BALUSTERS @ 4" MAX. SPACING O © FLOOR A10U TED SECTION r- 1 d. I 1 /2" DIA STANDARD PIPE AT STAIR I, I 1/4" DIAMETER STANDARD PIPE COMPOSITE CONCRETE DECK 7„-a STEEL BEAM PER STRUCT. rad detail 3"=1'-0" VERTICAL POSTS AT 10'-0" OC MAXIMUM co EXTENSION DIM. PT. return plan 3"= I'-0" 3"= 1 '-0" RC/CLEAR 6" 10 1 TREAD NUMBER OF TREADS VARIES PER PLANS I'-0' CLEAR G" i OSECTIO SHOWING I1LL- 0UNTED HANDRAIL CX $a I'-0' CLEAR 1 TREAD 3' 3' RAILINGS AND STRINGER OCLOSURE AT INSIDE TURN - PLAN stair details 1 1 /2"=1 '-0" HANDRAIL SUPPORT AT GUARDRAIL POSTS CONCRETE SLAB stair w/ separate handrails $ guards "=11-0" ©SECTION AT BOTTOM FLOOR 6" OPEN RAILINGS AT TOP FLOOR - PLAN RAILINGS AND STRINGER © CLOSURE AT INSIDE TURN - PLAN f RAILINGS AND STRINGER41 OCLOSURE AT INSIDE TU - ELEVATION IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING 15 NOT TO SCALE. EX b(04-.1* APPROXIMATELY EQUAL 4" MAXIMUMPACING, HANDRAIL EXEENSION VARIES PER PLANS FLOOR SLAB OR LANDING (LANDING SHOWN) 3' AT FLOOR SLAB OSECTION AT INTERMEDIATE FLOOR 01 4 3' AT FLOOR SLAB OSECTION AT TOP FLOOR END P05T5 AND INTERMEDIATE POSTS OF 1 I/4" NOMINAL STANDARD PIPE, AT 5'-0" OC MAXIMUM BALUSTERS MAX 2' MAXIMUM 1 FEB 112012 GUANO u guardrail POSTS WELDED TO STEEL OR EMBEDDED IN CONCRETE /-7\ a ' u REVIEWED FOR CODE COMPLIANCE APDRAVED MAR 18 2011 1"=1'-0" Cityof Tukwila 131)/DING DIVISION WHERE WELDED u RECEIVED JAN 26 2011 PERMIT CENTER . 1%w M Z 0° 1- I K 0 Ln 0Lu I A ! 1 2/24/10 ! PERMIT COMMENT REVISION f in E_ z N U oZ o- o O 0 1 A 1 01 / 18/ 11 I CONSTRUCTION SET NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 0 MARK DRAWN BY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 Jlf Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 SHEET: A5O5 OF: SHEETS © MARCH, 2010 ThyssenKrupp Elevator H1 tsod ulMI SAH LZ aawv IF THESE SHEETS ARE NOT 24° X 36° THEN DRAWING 15 NOT TO SCALE. SAFETY BEAM REQ'D, PER OSHA 1926,502 PROVIDED & INSTALLED BY OTHER DIRECTED BY THYSSENKRUPP FIELD OF CE DESIGN LOAD = (ST TIC, NOT IMP NOTE' VENT HDISTWAY AS REQUIR ASME A17.1 RULE 2.1.4 FINISHED FLOOR • TOP GUIDE RAIL BRACKET TO FINISHED FLOOR IN OVERHEAD E T) SUPPORT TO BE PROVIDED BY GENERAL CONTRACTOR wa) • to U cr 22011 = �0 Zod 7 a 0 ID 9c z i b 1 a w u FLOOR -FLOOR TRAVEL rNET TRAVEL TOP 0,T. BOTTOM 0.T. tL > TOTAL TRAVEL FINISHED FLOOR 1 1 r 0 x 0 re 0 U tar D in _ea U > U c J ~ F_< >ww ¢oo 0 o¢� • �<1 c 6- = FIN' FLIt ?3x MAxiMuM UNSUPPORTED RAIL BRACKET SPACING = TE1 IF DISTANCE EN MALGLXUEAICIMM,ANDIDNNAUIDE e) =ifs! RAIL BRACKET MUST H� PROVIDED MIDWAY. '7 io 0 z w a MIN. ROUGH b IHc l—� SECTION VIEW NOT TO SCALE MOUNT RAIL BRACKETS AT a- �BELOW EACH FINISHED FLOOR LEVEL. 1 OIL LINE 4 PLEASE VERIFY WALL THICKNESS AND TYPE AT EACH LANDING FLR THKNESS WALL TYPE OILDRAULIC ELEVATOR CONTRACT DATA TYPE' AMEE21 HLS ELEV SPEED' FPM UP 150 FPM DOWN MAX. CAPACITY' 2100 OPERATION' CAR ENCLOSURE' DOOR TYPE' ONE SPEED - LEFT HAND PLATFORM THK8 3/8 FINISHED FLOG' TELEPHONE' PIT LADDER POWER UNIT' HP POWER SUPPLY' STARTING' GLOPU' I GLOJ' JACK MODEL' TWIN IVERTRAVEL' TOP BOTTOM A • RAIL BRACKET MOUNTING SURFACE 7'-4' CLEAR HOISTWAY 2 3/4' 3'-8' I 3'-8' I 6'-10 1/2' BACK TO BACK OF GUIDE RAILS 6'-3' BETWEEN GUIDE RAILS 1 1/2' I 1 1/2' 1_ 8' � 6'-D' PLATFORM � 8 SUMP PIT BY G.C, 5'-8' MIN. CLEAR INSIDE 2 3/4' FACE OF RAIL 4 1/2' 11' 3'-0' CLEAR OPNG, 3 1/2' 4'-3' ROUGH OPNG,_ 2'-9 1/2' 4' 6'-8' BETWEEN CENTER LINE OF JACKS I 3'-5' H❑ISTWAY PLAN 4' NOTE NOTE NOTE PLUNGER 0.D,' I WALL THK CYLINDER 0,13.1 1 WALL THK' 1 NET AREA BOTTOM CAR RUNBY6 1 CAR BUFFER STROKEP 1/2 BETWEEN PIT FLR, & CAR BOLSTER ON COMPRESSED BURRBYR' BUFFER REACTION (TYP. AT EACH BUFFER) EST, WORKING PRESS, CAR S=3.27 FORMED LJ S=5.429 FORMED 1 1 S=1.38 FORMED LT 1. 9.82 CROSSHEAD 1 v 21.71 BOLSTER 1 .2.17 STILE A .1.85 7GAx6"x2 1/2" A - 2.264 7GAx0"x2 3/4" 1=1.009 1= 10GA THE FOLLOWING CONDITIONS MUST BE MET BEFORE INSTALLATIOII IS COMPLETED. AND ARE NOT INCLUDED IN THE ELEVATOR CONTZACTI 1. A PLUMB, PROPERLY VENTILATED HOISTWAY (ACCORDING TO CODE AND SIZES S14DWN)• 2. ADEQUATE SUPPORT FOR JACK, GUIDE RAIL BRACKETS, AND BUFFERS (FOR REACTIONS SHOWN ). 3. HOISTWAY BARRICADES AND ALL CUTTING AND PATCHING TO INSTALL HOISTWAY ENTRANCES, SILLS, HALL FIXTURES, OIL AND ELECTRIC LINES. 4. PIT LIGHTS AND SWITCH, CONVENIENCE OUTLETS WITH GFCI PROTECTION PER KC, PIT LADDER PER CAR (ACCORDING TO CODE). NOTE' MUST BE CLEAR OF ALL ELEVATOR EQUIPMENT. 5. DEDICATED 120 VOLT,15 AMP. SERVICE, ALONG WITH TELEPHONE CIRCUIT WHEN REQUIRED, TO TERMINALS OF EACH REQUIRED CONTROLLER (AS LOCATED ON PLAN VIEW) FOR TI_ FOLLOWING' - CAR LIGHT AND ALARM CIRCUIT WITH GFCI PROTECTION PER NEC - GROUP CONTROL WI -EN REQUIRED NOTE' IF STANDBY POWER IS SUPPLIED TO ELEVATOR, CAR LIGHT AND ALARM CIUIT AND GROUP CONTROL SERVICE MUST BE STANDBY POWER BACKED. 6. BRANCH CIRCUIT CONDUCTOR SIZING, MATERIALS, AND INSULATION (INCLUDING BRlANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE) TO COMPLY WITH ALL LOCAL ELECTRICAL CODES. AMPS STARTING CURRENT WITH A MAX, ALLOWABLE VOLTAGE DROP OF 10% AMPS FULL LOAD CURRENT WITH A MAX. ALLOWABLE VOLTAGE DROP OF 5'. AMPS RATED CURRENT WITH A MAX. ALLOWABLE VOLTAGE DROP OF 5%. POWER REQUIREMENTS STATED IN NOTE 6 VERIFIED BY' NOTE' ALSO, A FOURTH WIRE OF SAME SIZE AS THREE PHASE WIRES IS REQUIRED FLZ GROUNDING PURPOSES TO MINIMIZE ELECTRICAL NOISE INTERFERENCE, THE GROUNDING WIRE MUST BE CONNECTED TO THE BUILDINGS ELECTRICAL SYSTEM GROUND, IF BATTERY OPER. LOWERING IS PROVIDED, A MECHANICAL AUX. CONTACT SHALL 1E INSTALLED ON THE DISC SW. FOR EA. CAR. THE AUX, CONTACT SHALL BE CONFIGURED AS SPST AT IA 110VAC (MIN). THE AUX. CONTACT SHALL BE OPEN WHEN THE DISC SW, IS IN THE OPEN POSITION IF A SHUNT TRIP CIRCUIT BREAICR IS PROVIDED, AN AUX. CONTACT SHALL BE INSTALLED ON THE CIRCUIT BREAKER. GEN. CONTRACTOR MUST FORWARD POWER REQUIREMENTS TO ELEC. CONTRACTOR. 7. AN ENCLOSED MACHINE AREA (ACCORDING TD CODE), WITH ADEQUATE LIGHT, HEA , AND VENTILATION (MIN, 53'F., MAX. 90'F, WITH NON -CONDENSING HUMIDITY OF 10—)0X), AND SEALED CONCRETE FLOOR SLAB SURFACE, NOTE' MUST PROVIDE ADEQUATE DOOR SIZE TCI ALLOW INSTALLATION OF EQUD'MEMT, OR LEAVE WALL OUT UNTIL EQUIPMENT IS IN PLACE, 8. ENTRANCE WALL WITH LINTELS MUST BE PROVIDED AFTER ENTRANCE FRAMES APE SET CBR LEAVE A ROUGH OPENING isWIDER AND HIGHER -BAN THE FRAME OPENING. SEE INSTALLATION PROCEDURES FOR FRAME -TO -WALL INTERFACE DETAI Hs TO ENSURE CONFORMANCE WITH THE LABELED ENTRANCE INTERFACE CONSTRUCTION, 9. POCKETS IN CORRIDOR WALL (PER FIXTURE DRAWINGS) FOR HALL FIXTURES. NOTE' MUST BE LOCATED AS DIRECTED BY ELEVATOR CONTRACTOR 10. SMOKE SENSORS AS REQUIRED). 11, CONDUIT AND WIRING FROM HOISTWAY TO ELEVATOR MONITORING PANELS (FOR SECURITY, LIFE, SAFETY, OR FIRE REQUIREMENTS), 12. PIPE SLEEVES, TRENCHING, AND BACK FILLING FOR OIL AND/OR CONDUIT LINES AS SHOWN OR LOCATED BY ELEVATOR CONTRACTOR. CAR STATION' CAR RIDING LANTERN' RAIL FORCES F1 F2 OMEGARAILS FI F2 DATE SYM. REVISION BY CHKD. DESIGNED PER ASME A17.1 IDO NOT SCALE THIS DRAWING FORT I ELEV 11 ADDRESS' CITY' ARCHITECT' GENERAL CONTRACTOR' ELEVATOR CONTRACTOR I his draWing and all Information thereon Is the proprietary property of ThyssenKrupp Elevator and must not be made public or copied. This drawing Is loaned subject to re -turn on demand and Is not to be used directlyy or Indlrectly In an s d yssenKru p Al OIL PIPE LINES AND FITTINGS SHALL BE PROPERLY SUPPORTED TO RELIE'll B' ALL REACTIONS INCLUDE ALLOWANCE FOR IMPACT, C' THYSSENKRUPP ELEVATOR TO BE NOTIFIED OF ANY CHANGE TEl ELEVATOR HOISTWAY OR ACHINE ROOM DESIGN. DRATE NOTE Di ELEVATOR DESIGN & FABRICATION BASED ON ESTIMATED CAD WEIGHT SHOTr. WNLILATUDAI APPROVAL WILL BE CONSTRUED AS FINAL CAB WEIGHT, UNLESS OTHERW SE NO'IFIED. r trlmental to t Intere t n hyssen rupp Elevator CHKD. BRANCH JOB NUMBER DRAWING NO. REV. HEET NE F21LHTWIN1 10E1 FEB 11 2012 REVIEWED FOR CODE COMPLIANCE AlaonnVED MAR 18 2011 City of Tukwila BUILDING DIVISION RECEIVED JAN 26 2011 PERMIT CENTER el r on DESCRIPTION PFRMIT COMMENT RFVI.SION PERMIT COMMENTS in z O_ a z2 0 11 NOTES: CONSTRUCTION SI PLOT DATE: 01/18/20 JOB NO: 100 C --- 0 0 -00 1 DRAWN BY: UK CHECK: 11 NOTES: CONSTRUCTION SI PLOT DATE: 01/18/20 JOB NO: 100 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 7� W 2w�f H V l O O o 4.,›-f ug a H= MOIL w 0 ELEVATOR SHEET: A510 Of: ShlifTS IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING 15 NOT TO SCALE. CAP FLASHING OVER ROOF MEMBRANE ROOF MEMBRANE OVER ROOF BOARD CANT ROOF MEMBRANE — 1/2" ROOF BOARD -7 METAL ROOF CECK 21 T.O. PARAPET 69' 11-7/8" T.O. BEAM ROOF LEVEL 68' 5-7/8" DENS—GOLD—GLASS SHEATHING 2X6 METAL STUD 0 16" 0.C. CORRUGATED METAL SIDING T.O. BEAM ROOF LEVEL 653 8-7/8" parapet at upper roof 3/4"=1'-0" dg SLOPE METAL GRATING A SLOPE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII CURIUM • 4 4 I I-11 �' e .III—III " •, ' III � II—I I ` . I � I -111 11— ° I 1 1— —GONG. SUMP I—I ��rl—_ 3/S3PER STRUCTURE 111-111=u;s ISI—� I —111-11 2-0" 4.. -ISI 111-111 4 4 II I f =1 I �I 1 1= _III—111—= - .1 1 1-1 1 111_11 _;',1. a iir, 111= 111---1 1 1111=11111=111111-1 1 =111; 1/111/111 II 11=111=11=111= sump 1/2"1'-0" FACE OF STUD 2'-6" 2'-0" 2x4 METAL STU) 16" 0.C. GIRT-\ soffit detail OBSERVATION DEC* 16'-4 3/4" 2x6 METAL STUD 16" O.C. 2x6 METAL STUD 16" O.C. - BUILDING PAPER OVER r DENS—GOLDGLASS BOARD - CORRUGATED METAL SIDING BASE TRIM/ FLASHING CORRUGATED METAL SIDINC 1'-3" CORRUGATED METAL SIDING CLOSURE SET IN SEALANT BASE TRIM/FLASHING DENS—GOLDGLASS SHEATHING 2X4 METAL .TUD 0 16" O.C. 1 CANT ROOF MEMBRANE 1/2" ROOF BOARD T.O. BEAM /\ LOW ROOF DEC — RIGD INSULATION METAL ROOF CECK 28'-6 3/4" 1 low roof wall detail 1"=1'-0" GALVANIZED "L" METAL ANGLE WELDED TO I—BEAM FLANGE CONTINUOUS SPACER SCREWED TO "L" METAL ANGLE intake louver 1"=1'-0" intake louver 1 1/2"=1'-O" DENS—GOLD—GLASS SHEATHING CORRUGATED METAL SIDING CLOSURE SET IN SEALANT METAL FLASHING, MATCH COLOR & AND FINSH WITH CORRGATED SIDING INTAKE LOUVER by SKYVENTURE, PAINT TO MATCH CORRUGATED SIDING CONTINUOUS CLEAT FLASHING. CAUKING UNDERSIDE OF JAMB METAL FLASHING, MATCH COLOR & AND FINSH WITH CORRGATED SIDING TOP CLOSURE SET IN SEALANT CORRUGATED METAL SIDING CORRUGATED METAL SIDING CLOSURE SET IN SEALANT BASE TRIM/FLASHING 2X4 METAL STUD 0 16" 0.C. CANT ROOF MEMBRANE 1/2" ROOF BOARD R.A.T. low roof 1"=1'-0„ ROOF MEMBRANE OVER ROOF BOARD ROOF DRAIN BEYOND ROOF MEMBRANE ROOF BOARD CANT OBSERVATION/ SECOND LEVELb 16' 4-3/4" RIGD INSULATION METAL ROOF CECK Ld roof drain @ upper roof 1"=1' -OI, DENS—GOLD—GLASS SHEATHING 2X6 METAL STUD 0 16" O.C. CORRUGATED METAL SIDING FIRE TREATED i" PLYWOOD FIRE TREATED LEVELING BLOCKING CAP FLASHING OVER ROOF MEMBRANE 2X8 BLOCKING 4 8" CMU ROOF MEMBRANE CANT 1 ROOF MEMBRANE 1/2" ROOF BOARD O O O RIGD INSULATION METAL ROOF CECK parapet detail 1"=1'-0" SEALANT RECIEVER COUNTER FLASHING ROOF MEMBRANE NEW CANT EXISTING ROOF T.O. BEAM LOW ROOF DEC 28'-6 3/4" existing roof intersection 1"=1'-0" CORRUGATED METAL SIDING GALVANIZED "L" METAL ANGLE BOLTED TO CONC. CLOSURE SET IN SEALANT BASE TRIM/FLASHIN e 4 a R.A.T. BASE 1 "=1'-0" sofit @ service level 1"=1'-0" FIRST LEVEL. 0'-0" PLENUM CONC. WALL CORRUGATED METAL SIDING T.0, BEAM SERVICE LEVEL 51'-8 3/4". 2X4 METAL STUD 0 16" O.C. CLOSURE SET IN SEALANT BASE TRIM/FLASHING BASE TRIM/FLASHING CORRUGATED METAL SIDING CORRUGATED METAL- SIDING CAP FLASHING OVER ROOF MEMBRANE 2x6 METAL STUD 16" O.C. ROOF MEMBRANE CANT ROOF MEMBRANE 1/2" ROOF BOARD T.O. BEAM LOW ROOF DECKS RIGD INSULATION METAL ROOF CECK parapet condition 3/4"=1'-0" X6 1/4A 2x6 METAL STUD 16" 0.C. BUILDING PAPER OVER in DENS—GOLDGLASS BOARD CORRUGATED METAL SIDING BASE TRIM/ FLASHING CORRUGATED METAL SIDING slab intersection 3/4"=1'-0" 4 28'-6 3/4" OBSJRVATION DEC 1/4 16'-4 3/4" M 1 0 00 0 ce 0 0 2x6 METAL STUD 16" 0.C. r GYP BOARD HSS BEAM PER STRUCTURE STORE SYSTEM PER WINDOW SCHEDULE TURNED—DOWN SLAB EDGE SEE STRUCTURE 8/53,1 thickened slab 3/4"=1'-0" EXFIRED FEB 1:12012 REVIEWEDFOR CODE COMPLIANCE ApaanVED MAR 182011 City of Tukwila BUILDING DIVISION RECEIVED JAN 26 2011 PERWTCENTER z 0 E2 U w 0 1 QQ ! 12/24/ 10 I PERMIT COMMENT REVISION A t 01/05/1 1 PERMIT COMMENTS 1 © ! 01 / 15/11 ! CONSTRUCTION SET NOTeS: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 w 0 4 An DRAWN BY: UKK CHECK: DF NOTeS: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 J f Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEU 425.216.0316 FAX: 425.216.0329 V7 X;4 241"44 o9 Q g� QWz� w SHeET: A515 OF: 5HEETS WIDE FLANGE BEAM DORMA BEYOND MECHANICAL CHANNEL 9 907.002 slab glass head 3"=1'-0" GAP FILL WITH EXIBLE SEALANT 3/4" FIRE TREATED EDGE OF WALLBOARD BM WALLBOARD DEFLECTION TRACK FILL ENTIRE GAP WITH MINERAL 400L SAFING OR APPROVED FIREPROFING 4. 0 4 4 • STEEL BEAM PER STRUCTURE METAL STUD 016" 0.C. EDGE OF GYPSUM 6 MAXOARDCANTILEVER GAP F1LL WIT- FLDCIBLE SEALAIIr WALLBOARDS ONLY WHERE SCHEDULED FASTEN WALLBOARDS TO STUDS ONLY. DO NOT FASTEN TO TOP TRACK. METAL STUD ®16" O.C. STEEL BEAM PER STRUCTURE METAL STUD EXTENSION MELDED TO BEAM 17 wall / metal deck details , 1l / wall / metal deck details 1 1/2"=1'-0" perpendicular to deck flute � 1 1/2"=1'-0" parallel to deck flute � 1 1/2"=1'—O" parallel to deck flute DECK a. WALLBOARDS ONLY WHERE SCHEDULED FASTEN WALLBOARDS TO STUDS ONLY. DO NOT FASTEN TO TOP TRACK. GT HEADLTO ALLLI OW1 /2" DEFLECTION USING SHORT CUT STUDS, DOUBLE TOP TRACKS OR PROPRIETARY DEFLECTION TRACK. wall / metal deck details HILTI CONNECTION PER MANUFACTUREF:'S RECOMMENDATION DORMA BEYOND MECHANICAL CHANNEL 9 907.002 slab glass sill 3"=1'-0" a .ad, d.. 4 DECK (emQ folding part. on ce 110 1 1/2=1- 1'-2 1/4" — soffit detail UNISTRUT MEMBERS PROVIDING FRAME FOR HANGING LIGHTING FIXTURE J -BOX FOR ELECTRICAL CONNECTION - PROVIDE PUTTY C PACK • ACCESS PAN'L FOR SERVICING RE FIBERGLASS SHROUr TO BE • PAINTED WITH I ESCENT PAINT • THERMAFIBER B KET WORESCENT FLOOR CHT FIXTURE • FIBERGLASS TO BE PAINTED WITH 4.____>— INTUMESCENT PAINT - ONE HOUR PROTECTION ht fixture at primary diffuser,— ,'-o" C15 3"=1'-0" TICYYYS? KEY: 1. 3/8" DIAMETER THREADED RODS WITH NUTS AND WASHERS ATTACHED TO STRUCTURAL SUPPORT ABOVE BY OTHERS (24"O.C. IN OPENING AND 12" O.C. IN STACK AREA). 2. (2) LAYERS 3/4" x 12" x CONTINUOUS PLYaiDOD GLUED AND SCREWED TOGIiTHER WITH STAGGERED JOINTS, BY CT [HERS. HEADER MUST BE PARALLEL TO TI ::E FLOOR WITH MAXIMUM TOLE 3ANCE OF ±1/4"RECESSED TRACK BY CORNELL. 3. TOP OF TRACK. NOTE: ALL TRACK 1S TO BE FASTENED TO THE HEADEIt BY USING THE #10 x 21/2" FLAT HEAD FULL THREAD SCREWS PROVIDED WITH DOOR BY CORNELL. etail access panel,typ. 4" PLAM BACKSPLASH PLASTIC LAMINATE TOP 2-1/2 " METAL STUDS PLASTIC LAMINATE 4" METAL STUDS meeting room counter 1/2"=c -O" RATED W EL, PER PLAN ANCHOR CLIP & FASTENER PER MFR, UNIVERS/IL METAL FIRE -RATED ACCESS DOOR, PAINTED TO MATCH STYLE UVR, BY MILCOR 1-800-1124-8642 PLASTIC LAMINATE DRILL HOLES FOR PIN SHELF RESTS FOR 2 ADJ. SHELVES MELAMINE INTERIOR SPACE FOR UNDER CTR LIGHTING DOOR PULLS PER SPECS. 4" PLAM BACKSPLASH PLASTIC LAMINATE TOP SINK PER SPECS MELAMINE INTERIOR PLASTIC LAMINATE 1'-0" M 1 cabinet, typ. Ct.'1/2"=1'-0" 1 isr v. 0 M o o REVIEWED FOR CODE COMPLIANCE APPROVED APR 08 201 City of Tukwila BUILDING DIVISION HEAD SIM. (4) 12 GA. VERT. WIRE SPLAYED 90' FROM EACH OTHER 12 GA. VERT. WIRE HANGER ® 4'-0" 0.C. ADJ. HANGER SIZE FOR LOADING PER CODE 45' I VERTICAL STRUT ,/� 0 12' O.C. 45' 2" MAX. 11111 40,0101e CROSS RUNNER MAIN RUNNE ceiling support N.T.S. LIGHT FIXTURE (N)GWB CEILING bd. ceiling soffit detail IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING IS NOT TO SCALE. a —A DEGd( • 11E WIRE WEDGE ANCHOR 4"X1 W. SPLAY WIRE TO BE WRAPPED AROUND THREE FULL TURNS WITHIN A 3" LENGTH S STAGGERED UGHTING SUSPENDED GWB SOFRT CEILING #8 S screw to metal stud 3%" STEEL STUDS 16" O.C. suspended ceil. soffit det. 1 1/29=1 '-0" x--12 GA HANGER WIRE ATTACHED TO / STRUCTURE ABOVE 1 1 /2"=1'-0" %" MARINE -GRADE PLYWOOD SUBSTRATE 3x3xy" AT FRONT & BACK ENDS & BETWEEN LAVS WALL TYPE PER FLOOR PLAN H.I. DOOR AND FRAME W/ SMOKE AND DRAFTSTOP GASKET CONT. ALONG HEAD AND JAMB 12 1 hr door jamb 3 = 11-0" 7 3"x1)1" STEEL TUBE SPACER EXP. BOLTS 3"xlB ga STEEL STUD BACKINS BACK & ENDS public restroom vanity detail =1'-0" WALL TYPE PER FLOOR PLAN WOOD DOOR PER DOOR SCHEDULE HOLLOW METAL FRAME HEAD SIM. XPIRE FEB 1,12012 8� not rated door jamb } 3" = r-0" %" "X" GWB 3%" STEEL STUDS 16" O.C. 1 1/2"= V —0" %" MARINE -GRADE PLYWOOD :UBSTRATE IOP & FACING BY I4TERIORS 3x3x3/4" AT FRONT & BACK ENDS & BETWEEN LAYS 2'-D" 3"xl)4" STEEL SPACER EXP. 3"x18 ga STEI STUD BACKINS BACK & ENDS FACE OF STUD public restroom vanity section 1 1/2-.1'-0" 2,1/1. 2X2 ALUM RAIL & POST 1 "0 STEEL PIPE • RAIL W/ BRACKET _5_5 /2" TEMPERED GLASS N u_ 10 MOUNTING BRACKET — EXPANSION BOLTS 11 • II TOP OF DECK III III 41 alum & glass guardrail frz 1-1/2" = 1'-0" M 1 DESCRIPTION I PERMIT COMMENT REVISION 1 PERMIT COMMENTS 61 O0 Z 0 PERMIT REVIEW COMMENTS 2 5 li CONFORMING SET ' PLOT DATE: 03/30/2011 ° J013 No: 1009 -C \I 0 0 m r- <®«®4 DRAWN 5Y: UKK CHECK, DE NOTES: CONSTRUCTION SET PLOT DATE: 03/30/2011 ° J013 No: 1009 J f Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 426.216.0918 FM: 428.210.0329 CEILING DETAILS SHEET: A520 OF: SHEETS FILL ENTIRE GAP WITH MINERAL IVOOL • SAFING OR APPROVED FIREPROF1IlG EDGE GYPSUMF — WALLBOARD 1 DEFL KC11ON STEEL BEAM PER STRUCTURE METAL STUD 016" O.C. H1_111 1 HH 1 I 1 I I I I - WALLBOARDS ONLY WHERE SCHEDULED EDGE OF GYPSLM OARD, 6 x CANTILEVER " GAP FILL WITH IBLE SEALANT EDwall / metal deck details 1 1/2"=1'-0" perpendicular to deck flute 4 4 a• a FASTEN ,SI— WALLBOARDS TO STUDS ONLY. DO Nor FASTEN TO TOP TRACK. MEDAL STUD 016 O.C. rzip 4 STEEL BEAM PER STRUCTURE METAL STUD EXTENSION ELDED TO BEAM wall / metal deck details 1 1/2"=1'-0" parallel to deck flute a DECK METAL BRACE IN Y -PATTERN 024" O.C. ANCHOR TO UNISTRUT ABOVE; ALTERNATE SPACING WITH UNISTRUT W/ VERT. RODS L'71 ).72J _add/ UNISTRUT CHANNE '.1000T W/ LS2485 024" O,C. PERPENDICULAR TO (E)OWJ 12" 1'-2 1/4" 1'-2 1/4" folding partition ceiling soffit detail 1 1/2"=1'-0" ARE KEY: • .4 DECK d . WALLBOARDS ONLY WHERE SCHEDULED FASTEN WALLBOARDS TO STUDS ONLY. DO NOT FASTEN TO TOP TRACK. HMETAL EADTOALAL.LIOG AT W 1/2" DEFLECTION USING SHORT CUT STUDS, DOUBLE TOP TRACKS OR PROPRIETARY DEFLECTION TRACK. wall / metal deck details 1 1/2"=1'-0" parallel to deck flute 1. 3/8" DIAMETER THREADED RODS WITH NUTS AND WASHERS ATTACHED TO STRUCTURAL SUPPORT ABOVE BY OTHERS (24"O.C. IN OPENING AND 12" O.C. IN STACK AREA). 2. (2) LAYERS 3/4" x 12" x CONTINUOUS PLY.%OOD GLUED AND SCREWED TOGETHER WITH STAGGERED JOINTS, BY OTHERS. HEADER MUST BE PARALLEL TO TIME FLOOR WITH MAXIMUM TOLERANCE OF ±1/4"RECESSED TRACK BY CORNELL. 3. T '. OF TRACK. NOTE: ALL TRA CK IS TO FASTS?•'' D TO THE HEADEI; BY USING 0 x 2 1/2" FLAT HEAD FULL TH CREWS PROVIDED WITH OR BY ''.' ELL. 46' CROSS RUNNER (4) 12 GA. VERT. WIRE SPLAYED 90' FROM EACH OTHER 5- 2' MAX. MAIN RUNNE 2 ceiling support N.T.S. 12 GA. VERT. WIRE HANGER 0 4'-O" O.C. ADJ. HANGER SIZE FOR LOADING PER CODE VERTICAL STRUT 0 12' O.C. LIGHT FIXTURE IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING 15 NOT TO SCALE. (N)GWB CEILING -L bd. ceiling soffit detail 1/2"=11-0" a e DE- - TIE WIRE WEDGE ANCHOR 4"X1j" SPLAY WIRE TO BE WRAPPED AROUND THREE FULL TURNS WITHIN A 3" LENGTH - SUSPENDED GWB SOFFIT CEILING B s screw to metal stud 336" STEEL STUDS 0 16" O.C. 1 suspended ceil. soffit det. 1 1/2"=1'-0" 12 GA. HANGER WIRE ATTACHED TO STRUCTURE ABOVE 3" STEEL STUDS 0 16" 0.C. i6" X GWB 1 CODA:DEWED:OMPCE MAR : '111 ofTukwi DING DIVISI RECEIVED JAN 26 2011 PERMIT CENTER z 0 3' 0 W 0 1 Qi 1 12/24/ 10 1 PERMIT COMMENT REVISION • 1 A I 01 /05/ I I I PERMIT COMMENTS Q 1 01/18/11 ! CONSTRUCTION SET NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 a 0 De a DRAWN BY: UKK Ch ECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 7 t' Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425,216,0318 FM; 425.216,0320 CEILING DETAILS St1EET: A520 OF: ShEETS 4 BENTONITE WATERPROOF' NG • ..- ►s_aysslsls:aRsa_ssss:r_ssscr._ . •i_i_ PL SUB -BASE PER SOILS REPORT CONCRETE SEALER PAI NTED/SPAYED ON SURFACE. / G" CONCRETE SLAB PER STRUCTURAL 10 MIL. VAPOR BARRIER 4 OA, ` is :"a. " i;•%%a ; %.i a asst%• 1a's%a"-ics:;:{_s.is_ is%:":isa:i:a:ssi;so,:s ia:%i.%kiss.isscisa=i.isi:ica:i.a.a.a.a_a.as+ i-ira'i_ s`_i_i_s'<s_s'._a�,i=s=ins`=i-s`•s•i•i=i•s:•i•s'= SUB -BASE PER SOILS REPORT SLAB ON GRADE COMPOSITE DECK PER STRUCTURAL i TT INSULATION 20 GA. SHEET METAL LINER OVER 5/8" TYPE 'X' GWB PVER 22 GA. CORRUGATED STEEL DECK (SVLLC) PLE ONE HOUR (MIN.) FIRE RATING: CONCRETE SEALER PAI NTED/SPAYED ON SURFACE. COMPOSITE DECK PER STRUCTURAL FLOOR DECK N DECK PER RAL DWG. CONCRETE SEALER PAI NTED/SPAYED ON SURFACE. COMPOSITE DECK PER STRUCTURAL R- 19 INSULATION BATT INSULATION FLOOR DECK W/ INSULATION 1—HOUR F.R.: UL# XD935; UL# N609 FOR U RESTRAINED BEAMS ROOFING MEMBRANE :iiiiiiTz//r_ /2" PROTECTION BOARD R-25 RIDGID INSULATION VAPOR : RRIER METAL PAN DECK PER STRUCTURAL DWG. STEEL BEAM PER STRUCTURAL DWC. LOW ROOF DECK CATWALK PROVIDED BY SVLLC suuuu■■■■■�•■■■■■■■■■■u■r 0 rtn METAL P STRUCT N DECK PER RAL DWG. SERVICE LEVEL DECK STEEL B AM PER STRUCTURAL DWG. ROOFING MEMBRANE I /2" PROTECTION BOARD 12,-25 RIDGID INSULATION UPPER ROOF DECK N DECK PER RAL DWG. PER STRUCTURAL PER STRUCTURAL 4 1a CONCRETE SEALER PAI NTED/SPAYED ON SURFACE. BENTONITE WATERPROOFI NG PLENUM WALL BELOW GRADE i i CONCRETE SEALER TO BE APPLIED ON BOTH SIDE OF CONC. EXPOSED PLENUM WALL 5/8" TYPE 'X' GW5 ONE SIDE ON LY 4" METAL STUD @ 1 G" O.C. 4" STUD INT. WALL 2—HOUR F.R. — GA FILE NO. UL U436 AND j GA#WP8250 (PROVIDE 2 HOUR), SIM. TO GA# WP9020\ CORRUGATED METAL SIDING (SEE SPECIFICATION) 8 STRUCTURAL STEEL (SEE STRUCTRAL DWG) 5/8" TYPE 'X' GW8 (FIRE TAPE WHERE PLANS INDICATE ONE HOUR FIRE RATING) 4" METAL STUD @ 1 G" O.C. R- 13 BATT INSULATION 4" STUD INT. WALL (W/ INSULATION) ONE HOUR (MIN.) FIRE RATING: UL# 465 i 5/8" TYPE 'X' GWB (FIRE TAPE WHERE PLANS INDICATE ONE HOUR FIRE RATING) G" METAL STUD @ I G" O.C. R- 13 BATT INSULATION 5/5" TYPE "X" GYP DD. 6" STUD INT. WALL (W/ INSULATION) ONE HOUR (MIN.) FIRE RATING: UL# 465 5/8" TYPE 'X' GWB (FIRE TAPE WHERE PLANS INDICATE ONE HOUR FIRE RATING) 4" METAL 5TUD @ I G" O.C. BLDG. EXTERIOR BLDG. INTERIOR EXTERIOR WALL CORRUGATED METAL EXTERIOR FINSH (SEE SPECIFICATION) (2) LAYERS GO MIN. BUILDING PAPER I" RIGID INSULATION 5/8" GLASS MAT GYPSUM SHEATHING G" METAL STUD @ 1 G" O.C. R-13 BATT INSULATION 5/8" TYPE "X" GYP BD. NON -RATED EXPIRED FEB 112012 4" STUD INT. WALL (W/O INSULATION) SHAFT WALL W/ 1" SHAFT LINER 5/8" TYPE 'X' GWB R-21 BATT INSULATION ` — 22 GA. STEEL LINER PANEL O/ 1- I /2" CORRUGATED DECK (SV) ONE HOUR (MIN) FIRE RATING: UL# 465 CORRUGATED METAL EXTERIOR FINSH (SEE SPECIFICATION) STEEL GIRT (SEE STRUCTRAL DWG) (AIR AND MOISTURE BARRIER CORRUGATED METAL DECKI NG (SVLLC) 22 GA. STEEL LINER PANEL (SVLLC) RETURN AIR TOWER (EXT. WAL L NON—RATED SHAFT WALL ASSEMBLY (C -H CHANNELS WITH I" SHAFT LINER AND 5/8" TYPE 'X' GWB) CORRUGATED METAL DECKING ( VLLC) D(0- )Jflp • 5/8" TYPE 'X' GWB (FIRE TAPE WHERE PLANS INDICATE ONE HOUR FIRE RATING) G" METAL STUD @ I G" O.C. 5/8" TYPE "X" GYP BD. RETURN AIR TOWER (INT. WALL) 6" STUD INT. WALL (W/O INSULATION) 1—HOUR F.R. — GA FILE N0. UL# U436 AND GA# WP9020 ONE HOUR (MIN.) FIRE RATING: UL# 465 dr.,— 22 GA. STEEL LINER PANEL (SVLLC) RETURN AIR TOWER (INT. WALL) 1—HOUR F.R. — GA FILE NO. UL# U436 AND GA# WP9020 CORRUGATED METAL EXTERIOR FINISH (SEE SPECIFICATION) AIR AND MOISTURE BARRIER GIRT EXTERIOR WALL @ UNCONDITIONED SPACE NON—RATED IF THESE SHEETS ARE NOT 24" X 30 THEN DRAWING 15 NOT TO SCALE. EXISTING WALL ASSEMBLY TO REMAIN (2) LAYERS GO MIN. BUILDING PAPER 0/ NEW GYP SHEATHING ON EXISTING WALL ASSEMBLY I " AIR GAP 8" FULLY GROUTED CMU WALL NEW 4" METAL STUD WITH 5/8" GYP 5D. AND BATT INSULATION DEMISING WALL w/ 4" FURRING 2—HOUR F.R.. — GA FILE NO. UL# U436 AND \ GAO/P.8250 . (PROVIDE 2 HOUR), SIM. TO GA# WP9020 GRID EXISTING WALL ASSEMBLY TO REMAIN (2) LAYERS GO MIN. BUILDING PAPER 0/ NEW GYP SHEATHING ON EXISTING WALL ASSEMBLY 1" AIR GAP 8" FULLY GROUTED CMU WALL DEMISING WALL w/ EXPOSED CMU 2—HOUR F.R. — GA FILE NO. UL# U436 AND GA#WP8260 (PROVIDE 2 HOUR), SIM. TO GA# WP9020 I / 4• 4 4 ea d 4 8" FULLY GROUTED CMU WALL NEW 4" METAL STUD WITH 5/8" GYP BD. AND BATT INSULATION CMU WALL w/ 4" FURRING )2—HOUR F.R.. — GA FILE NO. UL #10436 AND \ >GA$YwP82O (PROVIDE 2 HOUR), 51 . TO GA# WP9020 REVIEWED OR CODECOMPL NCE D AppRAV MAR 182 CityotT la BUILDIN !VISION a 4 8" FULLY GROUTED CMU("' WALL �_..dd RECEIVED U JAN 2 6 2011 a . PERMITiNTER CMU WALL / NO FURRING con 2—HOUR F.R. — GA FILE NO. UL# U436 AND GA#WP8250 (PROVIDE 2 HOUR), SIM. TO GA# WP9020 /\ MARK DATE DESCRIPTION Ai I 12/24/10 I PERMIT COMMENT REVISION IQ2 1 01/05/1 I i PERMIT COMMENTS A 01 /ion f 1 1 CONSTRUCTION SET CHECK: DF I NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 DRAWN BY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 SOB NO: 1009 J f Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216,0318 FM 425.216.0329 WALL TYPE SHEET: A6O0 OF: SHEETS DOOR HARDWARE GROUPS: HW -A: PIVOT HINGES CLOSERS CONCEALED ROD EXIT DEVICES PULL HANDLES THRESHOLD PIVOT HINGES PUSH DAR/PULL HANDLE CLOSER HEAVYWEIGHT HINGES PASSAGE LEVER IATCHSET WALL STOP HW -D: HEAVYWEIGHT HINGES CLASSROOM LEVER LOCKSET CLOSER WALL STOP HW -E: HEAVYWEIGHT HINGES PANIC HARDWARE CLOSER T HW -F HEAVYWEIGHT HINGES PANIC HARDWARE CLOSER SMOKE GASKETING HW -G: HEAVYWEIGHT HINGES LEVER. LOCKSET WALL STOP HW -H: HEAVYWEIGHT HINGES LEVER LOCKSET CLOSER SMOKE GASKETING HW -I: HEAVYWEIGHT HINGES PRIVACY LOCKSET CLOSER WALL STOP HEAVYWEIGHT HIN LEVER LOCKSET CLOSER THRESHOLD e 5 HW -K: HEAVYWEIGHT HINGES LEVER LOCKSET MANUAL FLUSH DOLT THRESHOLD DOOR HARDWARE GENERAL NOTES: I . ALL METAL DOOR AND FRAMES MUST CONFORM TO THE RECOMMENDATIONS OF STEEL DOOR INSTITUTE FOR PERFORMANCE CRITERIA AND INSTALLATION PROCEDURES, 2, ALL DOOR AND HARDWARE MUST BE INSTALLED AS RECOMMENDED BY MANUFACTURER. 3. ALL HARDWARE FOR HANDICAPPED ACCESSIBLE AREAS MUST COMPLY WITH FEDERAL, STATE, AND LOCAL ADA REQUIREMENTS. PROVIDE LEVER TYPE HANDLES AT APPROPRIATE MOUNTING HEIGHTS. 4. ALL FIRE RATED DOORS MUST BE UL LISTED AND LABELLED ACCORDINGLY. 5. CONTRACTOR SHALL PROVIDE MASTER KEYING A5 REQUIRED BY OWNER. PROVIDE DUPLICATE KEYS A5 REQUIRED BY OWNER. G. AU. DOOR CLOSERS TO REQUIRE 15 LB. OR LESS EFFORT TO OPEN DOOR. 2 DOOR TYPES N A G 5 Izs 6,.,. T. ILN . rdwlw: C D e IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING 15 NOT TO SCALE. DOOR 5ChEDULE MARK LOCATION DOOR FRAME RATING -MIN. GLASS HDWR GROUP DETAIL REMARKS SIZEITHICK JAMB TYPE FINISH TYPE FINISH ryEAD/JAMB MATERIAL DCT. INT. EXT. INT. ® ENTRY LOBBY - STORE FRONT Ps. '. e c+ f 4 ) ANOD. ALUM A CLR CLR ALUM CLR CLR TEMPERED A � J� STOREFRONT SYSTEM >o ELEVATOR MACHINE ROOM 3'-d'x6'-8'x a" SCWD B SEV S#V TIMELY FF FF 45 H /� 2' o© WOMEN'S RESTROOM 3-dk6'-8°xl�a" SCWD B SOV 54V TIMELY FF FF - - 1 ® JANITOR'S CLOSET 3-0NC-8'5d%' SCWD B 54V 54V TIMELY FF FF - - G 0 MEN'S RESTROOM 3'-0'x6'-8513' SCWD B S4V SOV TIMELY IF FF - - 1 06 STAIR#2 3'-ONG-5'x I Y4' METAL B PT PT HM PT FT - - E 08 STAIR#2 3'-O'k6'-55(I%' SCWD F Fr PT TIMELY FT PT 45 -� F ® HALLWAY 3'-05(61-851 13 ' METAL B PT PT HM PT PT - 10 ELECTRICAL ROOM PR (3' -0'x7' -0'k I Y41 METAL D Pr PT HM PT PT - +o ELECTRICAL ROOM 3'-0'xG'-8'x I %4 METAL B Fr FT HM PT PT - - J 11 SERVING KITCHEN 3' -0'x6' -8'x133/4 5CWD C 50V 50V TIMELY FF FF - TEMPERED G / _ J' 0 MEETING ROOM 3'-0"x6'�":I�" SCWD E 54V 50V TIMELY FF FF - TEMPERED D 0 MANAGER'S OFFICE 3'-dk6'-8'x13/4 SCWD C 54V 54V TIMELY FF FF - TEMPERED G 0 SERVER CLOSET 3L01%' -‘5"x 13/41 SCWD B 54V SOV TIMELY FF FF - - C ® BREAK ROOM 3'-Ox6'-8"x13/4 SCWD C 54V 54V TIMELY FF FF - TEMPE G 0 TEAM ROOM 3'-0'x6'-8'kI3.4 5CWD C 54V 54V TIMELY FF FF - TEMP D C - ® OFFICE 3-0xG'-8"x13114' 5CWD C 54V 54V TIMELY FF FF - TEMPE O G 0 WOMEN'S RESTROOM 3-O'x6'-&x13i" SCWD B 54V 54V TIMELY FF FF - I PO - ®° WOMEN'S RESTROOM 3 -0'x6' -8"x13" SCWD B 54V 54V TIMELY FF FF - - I 0 MEN'S RESTROOM 3' -(7'x6' -8'x134' SCWD B 54V 5411 TIMELY FF FF - - I ______;_.---<. i_ ® STAIR #2 F 54V 54V TIMELY FF FF 45 TEMPERED F 3'-D°x6'-8'x 1 Y' - i ®0 t. 1, ?CET 3' -0'x6' -8'k I %' SCWO : 54V PF - - - 09 PARTY ROOM - STOREFRONT 3-05( '-O'x I A -'. ALUM A CLR CLR ALUM CLR CR - TEMPERED 6 - 09 -.4111DP 31 c;ti \ w� 31-056'-8" `.' M B 4 PT PT / 10 PARTY ROOM - STOREFRONT 3'-011T-0kl3' ANOD. ALUM ACLR A)JJM• CLR CLR - TEMPERED B 0 .: A 7 •WER 3-dk6' 8' a B Pr PT HM PT PT 45 H ///-/_ 12 CLASSROOM 3'-dk6'-8`x13' 5CWD E - • 541/ TIMELY FF FF - - D / 12 RETURN AIR TOWER 3' -0'x6' -8'x1%" METAL B PT Pr HM 1'T PT 45 - H ,..,:„....-----< ' 0 RETURN AIR TOWER 31-0'x61-8'xIQ" METAL B FT PT HM PT PT 45 - H i' ® STAIR #2 3' -0'x6' -8'x I Y4" METAL B PT PT HM Fr PT - - .i _____%—_----' 44Y 4. ' 1? WINDOW 5Ch EDU LE MARK SIZE FRAME FINISH GLASS U VALUE AREA DETAIL REMARKS HEAD JAMB SILL A 12'-9"X 13'-0" ALUM. FF 1 " INS. .29 1 45 5F 0 15'-7"X7'-2" ALUM. FF 1" INS. .29 1 12 SF it1 5'-8"x 1 2'-0" ALUM. FF I" INS. .29 225 SF vjp1 O11 1-e" 11, 2' 48 E G' -4"X7'-2" ALUM. FF I " INS. 29 45 5F F 8'-6"X 16'-O" ALUM. FF I /4" TEMP 1 3G SF EXPIRED ,FEB .1,12012 REVIEWED FOR CODE COMPLIANCE APPQnVED MAR 18 2011 City of Tukwila BUILDING DIVISION RECEIVED JAN 26 2011 PENT CENTER .,.. DESCRIPTION 1 A ! 12/24/10 1 PERMIT COMMENT REVISION 1 A ! 01/05/1 I ! PERMIT COMMENTS 1 A I 011 18/ 1 1 I CONSTRUCTION SET NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 UJ I-- < 0 cC Q DRAWN BY: UKK CHECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 Jlf Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 426.216.0318 FAX: 425.216.0329 w 0 w U 0 0 z DOOR AND SHEET: A605 OF: SHEETS IF THESE SHEETS ARE NOT 24" X 36' THEN DRAWING 15 NOT TO SCALE. FINISH SChEDULE ROOM # ROOM NAME FLOOR BASE CEILING WALLS REMARKS NORTH EAST SOUTH WEST MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH GROUND LEVEL 100 ENTRY LOBBY STAINED CONC. 6" VINYL EXPOSED DECK - - GWB PT - - CMU SEALED 101 REGISTER STAINED CONC. 6" VINYL EXPOSED DECK GW5 PT GWB PT GWB PT CMU SEALED 102 ELEVATOR MACHINE ROOM SEALED CONC. 6" VINYL EXPOSED DECK GWB FT GWB PT GWB PT CMU SEALED 103 WOMEN'S RESTROOM STAINED CONC. G" VINYL GWB GWB FT GWB PT GWB PT/PL GWB PT/PL 48" PLASTIC LAMINATE WAINSCOT 104 JANITOR'S CLOSET SEALED CONC. 6" VINYL EXPOSED DECK GWB PT/FRP GWB PT/FRP GWB PT/FRP GWB PT/FRP 48" FRP WAINSCOT 105 MEN'S RESTROOM STAINED CONC. 6" VINYL GWB CT/GWB FT CT/GWB PT GWB PT/PL GWB PT/PL 48" PLASTIC LAMINATE WAINSCOT 106 STAIRWELL SEALED CONC. 6" VINYL EXPOSED DECK GWB FT GWB PT GWB PT CMU SEALED 107 NOT USED 108 NOT USED 109 HALLWAY STAINED CONC. 6" VINYL EXPOSED DECK GW5 PT GWB PT GWB PT GWB PT 110 ELECTRICAL ROOM SEALED CONC. - EXPOSED DECK GWB PT GWD PT GWB PT GWD PT 11 I SERVING KITCHEN SEALED CONC. 6" VINYL GW5 GWB PT GW5 PT GWB PT GWB PT 112 MEETING ROOM CARPET G" VINYL ACT GWB PT GWB PT GW5 PT GWB PT SUSPENDED CEILING "CLOUD" 113 MANAGER'S OFFICE CARPET 6" VINYL EXPOSED DECK GWB PT GWB PT GWB PT GWB PT 114 SERVER ROOM SEALED CONC. 6" VINYL EXPOSED DECK GWB FT GW5 FT GW5 PT GW5 PT SECOND LEVEL 200 BREAK ROOM SEALED CONC. C' VINYL EXPOSED DECK GWB PT GWB FT GWB FT CMU SEALED 201 TEAM ROOM SEALED CONC. G" VINYL EXPOSED DECK GWB PT GWB FT GWB PT CMU SEALED 202 TEAM ROOM SEALED CONC. G" VINYL EXPOSED DECK GWB PT GWB FT GW5 PT CMU SEALED 203 WOMEN'S RESTROOM STAINED CONC. G" VINYL GWB GW5 PT/PL GWB PT GWB FT GWB FT/PL 48" PLASTIC LAMINATE WAINSCOT 204 WOMEN'S RESTROOM STAINED CONC. G" VINYL GWB GWB PT GWB PT GWB PT/PL GWB PT/PL 48" PLASTIC LAMINATE WAINSCOT 205 MEN'S RESTROOM STAINED CONC. G" VINYL GWD GW5 PT/PL GWB PT GWB FT GWB PT/PL 48" PLASTIC LAMINATE WAINSCOT 20G STAIRWELL SEALED CONC. G" VINYL EXPOSED DECK GWB PT GWB PT GWB PT CMU SEALED 207 JANITOR'S CLOSET SEALED CONC. G" VINYL EXPOSED DECK GWB PT GWB PT GWB PT GWB FT 208 HALLWAY STAINED CONC. G" VINYL EXPOSED DECK GWB FT GWB PT GWB PT 209 PARTY ROOM STAINED CONC. G' VINYL EXPOSED DECK GWB FT GWB PT GWB PT GWB PT 210 PARTY ROOM STAINED CONC. 6" VINYL EXPOSED DECK GWB PT GWD PT GWB PT GWB PT 21 I MAIN HALL CARPET 6" VINYL EXPOSED DECK GWB PT GWB PT GWD FT GW5 PT 212 CLASSROOM SEALED CONC. G" VINYL EXPOSED DECK GWB PT GWB PT GWB PT GWD PT 213 UTILITY ROOM SEALED CONC. G" VINYL EXPOSED DECK GWB PT GWB PT GWD PT GWD PT 214 HALLWAY SEALED CONC. 6" VINYL EXPOSED DECK GW5 PT GWB PT GWB PT GWB FT EXPIRED FEB 1:12012 REVIEWED FOR CODE COMPLIANCE APPPflVED MAR 182011 City of Tukwila BUILDING DIVISION RECEIVED JAN 262011 PERMIT CENTER 2 0 L 2 0 (I) w 0 1 Q 1 12/24/1 O I PERMIT COMMENT REVISION 1 A ! 01/05/1 I I PERMIT COMMENTS 1 A ! 01/18/11 1 CONSTRUCTION SET NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 fMARK DATE le"tei rr IX0. 4 ced d' r Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FM: 425.216.0329 IM oM O cn SCHEDULE SHEET: A6 1 0 OF: SHEETS RAWN BY: UKK HECK: DF NOTES: CONSTRUCTION SET PLOT DATE: 01/18/2011 JOB NO: 1009 le"tei rr IX0. 4 ced d' r Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FM: 425.216.0329 IM oM O cn SCHEDULE SHEET: A6 1 0 OF: SHEETS CRITERIA General Shoring Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS 1. CODE REQUIREMENTS: ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2006 EDITION AND THE LATEST EDITION OF THE PTI DOCUMENT, "RECOMMENDATIONS FOR PRESTRESSED ROCK AND SOIL ANCHORS". 2. REFERENCE DOCUMENTS: a. REPORT ON GEOTECHNICAL INVESTIGATION BY PANGEO, INC. JOB NO. 09-145, DATED 12/23/09 3. DESIGN LOADS: THE SOIL PRESSURE INDICATED ON THE SOIL PRESSURE DIAGRAM WAS USED FOR DESIGN, IN ADDITION TO THE DEAD AND LIVE LOADS. 4. SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: STRUCTURAL STEEL, MISCELLANEOUS METAL, TENDONS, ANCHORS, REINFORCING STEEL, GROUTS, AND CONCRETES. PROPOSED DEMOLITION AND SHORING SEQUENCE SHALL ALSO BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 5. SOILS INSPECTION: INSPECTION BY THE SOILS ENGINEER SHALL BE PERFORMED FOR PILE PLACEMENT AND TIEBACK PLACING AND STRESSING. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF PILE. SOIL COMPACTION SHALL BE SUPERVISED BY AN APPROVED TESTING LAB. 6. SPECIAL INSPECTION: SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 109 AND 1704 OF THE INTERNATIONAL BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT,AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. CONCRETE CONSTRUCTION STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING AND HIGH-STRENGTH FIELD BOLTING) AUGERCAST PILE INSTALLATION 7. UTILITY LOCATION: THE SHORING CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO DRILLING PILE HOLES, TIEBACK ANCHORS, OR CUTTING OR DIGGING IN STREETS OR ALLEYS. THE UTILITIES INFORMATION SHOWN ON THE PLANS MAY BE NOT COMPLETE. 8. SPECIAL CONDITIONS: CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING STRUCTURES IN THE FIELD AND SHALL NOTIFY THE ENGINEER OF ALL FIELD CHANGES PRIOR TO FABRICATION AND INSTALLATION. 9. SOILS: SEE REPORT OF GEOTECHNICAL INVESTIGATION FOR MORE COMPLETE INFORMATION, INCLUDING RECOMMENDATIONS FOR SHORING IN GENERAL, TIEBACK INSTALLATION, SHORING MONITORING, EXCAVATION, LAGGING, AND DRAINAGE. 10. CONCRETE: CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD CYLINDER TESTS, UNLESS APPROVED OTHERWISE. REQUIRED ULTIMATE COMPRESSIVE STRENGTH OF STRUCTURAL GROUT SHALL BE REACHED BY 7 DAYS FOR TIEBACKS AND 28 DAYS FOR PILES. f' c Minimum Cement Max. Water Per Use (psi) Per Cubic Yard 94 LB Cement ---- 1-1/2 Sacks Pile lean concrete AS AN ALTERNATIVE TO THE ABOVE, THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE ALTERNATE MIX DESIGN WILL BE REVIEWED FOR CONFORMANCE TO I.B.C. 1905.3. 11. SAWN LUMBER: SAWN LUMBER SHALL CONFORM TO "GRADING AND DRESSING RULES," WEST COAST LUMBER INSPECTION BUREAU (WCLIB), LATEST EDITION. LUMBER SHALL BE THE SPECIES AND GRADE NOTED BELOW. Use Grade Fb (psi, single use) 4X TIMBER LAGGING HEM -FIR NO. 1 975 TOP TIMBER LAGGING SHALL BE PRESSURE TREATED WITH WATERBORNE PRESERVATIVES IN ACCORDANCE WITH AWPB LP -22 TO A MINIMUM RETENTION OF 0.4 LBS/CU.FT. 12. STEEL SPECIFICATIONS: DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE FOLLOWING SPECIFICATIONS: a. STRUCTURAL STEEL: AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ALLOWABLE STRESS DESIGN. b. WELDING: AWS D1.1.(AWS PREQUALIFIED JOINT DETAILS USE 1/4" MINIMUM WELDS UNLESS NOTED OTHERWISE). c. WELDER CERTIFICATION: WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) 13. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASTM SPECIFICATION Fy WIDE FLANGE SHAPES PLATES, SHAPES, ANGLES, AND RODS STRUCTURAL TUBES STRUCTURAL PIPE STRUCTURAL BOLTS WOOD CONNECTION BOLTS ANCHOR BOLTS WELDING ELECTRODES HEADED SHEAR STUDS A992 A36 A500, GRADE C A53, GRADE B A325 -N A307 A307 E70XX A108 50 KSI 36 KSI 46 KSI 35 KSI PILE AND LAGGING CONSTRUCTION 14. DEMOLITION: SHORING AND SOIL EXCAVATION SHALL BE DONE SIMULTANEOUSLY. 15. VERIFICATION: DIMENSIONS AND LOCATION OF EXISTING STRUCTURES SHALL BE VERIFIED PRIOR TO FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBER. NOTIFY ENGINEER ABOUT ANY DISCREPANCIES PRIOR TO FABRICATION. 16. HOLE DIGGING: PILE AND ANCHOR HOLES SHALL BE DRILLED WITHOUT LOSS OF GROUND AND WITHOUT ENDANGERING PREVIOUSLY INSTALLED PILES AND ANCHORS. THIS MAY INVOLVE CASING THE HOLES OR OTHER METHODS OF PROTECTION FROM CAVING. REFER TO REPORT OF GEOTECHNICAL INVESTIGATION FOR RECOMMENDED HOLE DIGGING PROCEDURE. 17. PILE PLACEMENT: ALTERNATE PILES SHALL BE PLACED AND COMPLETED SO THAT AT LEAST 24 HOURS IS ALLOWED FOR THE CONCRETE TO SET PRIOR TO DRILLING ADJACENT PILES. 18. STEEL PILE PLACEMENT TOLERANCES: 1" INSIDE PERPENDICULAR TO SHORING WALL. 1" OUTSIDE PERPENDICULAR TO SHORING WALL. 3" LATERALLY. ALL SHORING PILES IN CITY RIGHT-OF-WAY SHALL BE REMOVED A MINIMUM OF 4 FEET BELOW FINISHED GRADE, UPON THE COMPLETION OF THE PROJECT. 19. LAGGING: TIMBER LAGGING SHALL BE INSTALLED IN ALL AREAS. VOIDS BETWEEN LAGGING AND SOIL SHALL BE BACKFILLED. DRAINAGE BEHIND THE WALL MUST BE MAINTAINED. IT IS CONTRACTOR'S RESPONSIBILITY TO LIMIT THE AMOUNT OF EXPOSED SOIL WITHOUT LAGGING TO AVOID LOSS OF SOIL. MAXIMUM HEIGHT OF 4 FEET IS RECOMMENDED. SPECIAL CARE SHOULD BE TAKEN TO AVOID GROUND LOSS DURING EXCAVATION. MONITORING 20. SHORING MONITORING: THE SHORING WALLS AND ANY ADJACENT SETTLEMENT SENSITIVE ELEMENTS SHOULD BE MONITORED DURING CONSTRUCTION TO DETECT SOIL MOVEMENTS. TO MONITOR THEIR PERFORMANCE, ESTABLISHING A SERIES OF SURVEY REFERENCE POINTS TO MEASURE ANY HORIZONTAL DEFLECTIONS OF THE SHORING SYSTEM IS RECOMMENDED. CONTROL POINTS SHOULD BE ESTABLISHED AT A DISTANCE WELL AWAY FROM THE WALLS AND SLOPES, AND DEFLECTIONS FROM THE REFERENCE POINTS SHOULD BE MEASURED THROUGHOUT CONSTRUCTION BY SURVEY METHODS. AT LEAST EVERY THIRD SOLDIER PILE SHOULD BE MONITORED BY TAKING READINGS AT THE TOP OF THE PILE. TAKING THE READINGS AT LEAST ONCE A WEEK IS SUGGESTED, UNTIL IT IS ESTABLISHED THAT NO DEFLECTIONS ARE OCCURING. THE INITIAL READINGS FOR THIS MONITORING SHOULD BE TAKEN BEFORE STARTING ANY DEMOLITION OR EXCAVATION ON THE SITE. A\ 4'-0" ±12" SHELF -1'-6") OUTSIDE FACE OF FOUNDATION WALL 4x LAGGING PER SHORING NOTES WF SOLDIER PILE PER PLAN AUGERED HOLE (typ.) EMBEDDED PORTION OF PILE TO BE GROUND CLEAN OF MILL SCALE, RUST, ETC. Cantilever Pile 1— w LU U 0 U min. embed "D" 0 TOP OF EXCAVATION (-1 O' -O") BOTTOM OF EXCAVATION (-19'-0") BOTTOM OF WF PILE (-44'-0") Not to Scale 1 0 0 Hydrostatic Pressure Traffic Surcharge At—Rest Pressure Passive Pressure Section at West and South Walls 7 4x TIMBER LAGGING PER SHORING NOTES WF SOLDIER PILE PER PLAN AUGER SIZE PER SCHEDULE bto-1% Not to Scale 11 HH 10/SH1 'H H WF18x50 @MI) e J O! I ell Q • I 1 - -----''NT, - TOP OF FINAL SLAB ELEVATION 1 = 1'-71/4" `,. 1; i \ Y '- J / Plan Notes EXP IHIED FEB 1,1 2012. .ti Shoring Plan 1/8" = 1'-0" 1. FOR GENERAL SHORING NOTES REFER TO SH1. 2. REFER TO SOILS REPORT FOR ADDITIONAL SHORING INSTALLATION REQUIREMENTS. 3. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 4. OBSTRUCTIONS MAY BE ENCOUNTERED DURING EXCAVATION AND SHORING INSTALLATION, NOTIFY ENGINEER OF RECORD IF OBSTRUCTIONS ARE ENCOUNTERED. 5. CONTRACTOR TO VERIFY LOCATION OF LATERAL UTILITY LINES. ADDITIONAL PILES MAY BE REQUIRED. REVIEWED FOR CODE COMPLIANCE APDPnVFO MAR 18 2011 City of Tukwila BUILDING DIVISION 5 6 CITY QF TIALA NOV 0 1 7010 PERMIT CENTER 1 SH1 SWENSON SAY EAG 1~T A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.om DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB MEM REVISIONS: PROJECT TITLE: IFLY - Indoor Skydiving "The Annex @ Southcenter" 301 Tukwila Parkway MENU OWNER: Beta Holding LTD. 18827 Bothell Way NE Bothell, WA 98011 ARCHITECT: Jensen Fey Architecture & Planning 7730 Leary Way NE Redmond, WA 98052 PH 425-218-0318 FX 425-216-0329 MEM ISSUE: PERMIT SHEET TITLE: Shoring Plan & Details SCALE: As Noted DATE: Oct. 13, 2010 PROJECT NO: 1340-2009-01 SHEET NO: NO: OF SHEETS: NOTE: 1. THE FIXTURES SPECIFIED DO NOT SHOW ALL OF THE OPTIONS REQUIRED FOR INSTALLATION. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED MOUNTING EQUIPMENT, FLANGE KITS, SUPPORTS, PENDANTS, ETC. REQUIRED FOR THE SPECIFIC CEILING TYPE AT NO ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND VERIFY CEILING TYPES AND MOUNTING CONDITIONS WITH ARCHITECTURAL CEILING PLANS. 2. ALL FLUORESCENT LAMPS SHALL BE 3000'K. LIGHTING FIXTURE SCHEDULE CHECK: TYPE DESCRIPTION LAMPS MANUFACTURER VA F1 2 -LAMP COMPACT FLUORESCENT PENDANT WITH 12"DIA. FROSTED ACRYLIC REFRACTOR AND BRUSHED ANODIZED ALUMINUM TRIM. PREWIRED WITH BLACK CORD SET AND CANOPY. 2-32W/CFL LSI ABOLITE # ATM-32-CFL2-277V- BRU-AF12CSL 70 F2 1 -LAMP COMPACT FLUORESCENT WALL SCONCE WITH FROSTED GLOBE AND METALLIC SILVER TRIM GUARD. PREWIRED WITH 36IN. LEADS FOR REMOTE MOUNTED BALLAST. 1-26W/CFL LSI ABOLITE # EPT-W-26-CFL-277V MSV-LDS96-8-FG 19 F3 1 -LAMP COMPACT FLUORESCENT PENDANT WITH 12"DIA. SPUN STEEL REFLECTOR (COLOR BY ARCHITECT), WHITE GLOBE, AND WIRE GUARD. PREWIRED WITH BLACK CORD SET AND CANOPY. 1-32W/CFL LSI ABOLITE # RD100-32-CFL-277V- XX-CABLK-G6-WIRE GUARD 35 F4 4FT. 2 -LAMP FLUORESCENT INDUSTRIAL STRIP WITH STEEL 8% UPLIGHT REFLECTOR AND WIRE GUARD. 2-32W/T8 METALUX # IAF -232-277V SERIES LSI INDUSRIES DAYBRITE 62 F5 4FT. 1 -LAMP FLUORESCENT SRIP. SPECIFICATION GRADE. 1-32W/T8 METALUX # SSF-132-277V SERIES LSI INDUSTRIES DAYBRITE 31 F5A 4FT. 1 -LAMP FLUORESCENT STRIP. SPECIFICATION GRADE. 120V 1-32W/T8 METALUX # SSF-132-120V SERIES LSI INDUSRIES DAYBRITE 31 F6 4FT. 2 -LAMP SURFACE FLUORESCENT FIXTURE WITH WRAPAROUND ACRYLIC LENS. SPECIFICATION GRADE. 2-32W/T8 METALUX # WE -232-1-277V SERIES LSI INDUSRIES DAYBRITE 62 F7 6"DIA. 1 -LAMP VERTICAL COMPACT FLUORESCENT DOWNLIGHT WITH CLEAR ALZAK REFLECTOR. 1-32W/CFL OMEGA # S6-32PLT SERIES PORTFOLIO 35 F8 1 -LAMP COMPACT FLUORESCENT PENDANT WITH FROSTED GLOBE AND METALLIC SILVER RIM GUARD. PREWIRED WITH 36FT LEADS FOR REMOTE MOUNTED BALLAST. 1-18W/CFL LSI ABOLITE # EPT-P-18-CFL-277V MSV-LDS96-8-FG 19 F9 FLIGHT CHAMBER LIGHTING F10 1 -LAMP INCANDESCENT LINE VOLTAGE RACK HEAD ON SURFACE MOUNTED SINGLE CIRCUIT TRACK. RING SHAPED LAMPHOLER ON ADJUSTABLE YOKE MOUNT. FINISH AS SPECIFIED BY ARCHITECT. LENGTH OF TRACK AS NOTED ON DRAWING. 2 HEADS PER 4'-0" 1-75W PAR30 LIGHTOLIER # 6282 HEAD # 6000 BASIC LYTESPAN TRACK 75 F11 4FT 1 -LAMP FLUORESCENT WITH VAPOR -TIGHT ENCLOSURE. WALL MOUNTED 1-32W/T8 METALUX #VT1-132-PCR-277V SERIES LSI INDUSRIES DAYBRITE 31 F12 1 -LAMP METAL HALIDE WALLWASHER, WITH MEDIUM NARROW WASH DISTRIBUTION, CAST ALUMINUM HOUSING AND SURFACE MOUNTED ON ROOF. FINISH AS SPECIFIED BY ARCHITECT. UL LISTED FOR WET LOCATION, 1-150W/CMH INSIGHT # MQ2-150CMH-MW-SM-2 170 F13 UP(2) WALL WASHER, FLOODLIGHTS MWITH OUNTE MEDIUM D ON INARROW DNGLE 12" IS RIBUTIONRM. (1) OANDW H (1) 39W MH DOWN WITH ASYMMETRICAL DISTRIBUTION. CAST ALUMINUM HOUSING. FINISH AS SPECIFIED BY ARCHITECT. UL LISTED FOR WET LOCATION. 1-150W/CMH 1-39W/CMH INSIGHT # MQ2-150CMH-MW & # MQ1-39CMH A54/WM2 215 F14 6"DIA. 1 -LAMP METAL HALIDE IN -GROUND UPLIGHT WITH BRASS TRIM AND NARROW FLOOD OPTICS. MOUNTED FLUSH IN CONCRETE. UL LISTED FOR WET LOCATION. 1-39W/CMH KIM # LTV769 SERIES 45 F15 6"DIA. 1 -LAMP METAL HALIDE IN -GROUND UPLIGHT WITH BRASS TRIM AND NARROW FLOOD OPTICS. MOUNTED FLUSH IN CONCRETE. UL LISTED FOR WET LOCATION. 1-20W/CMH KIM # LTV769 SERIES 25 F16 NOT USED F17 (2) -LAMP COMPACT FLUORESCENT WALL SCONCE WITH 18"W x10"H x 9"D RECTANGULAR ALUMINUM HOUSING, GASKETED TEMPERED GLASS LENS AND MEDIUM FORWARD THROW OPTICS. BRONZE FINISH. 2-32W/CFL CREENBRIAR #LBWS SERIES FINELITEM 70 X DIE-CAST ALUMINUM LED EXIT SIGN, UNIVERSAL MOUNTING, WHITE HOUSING, STENCIL FACE, GREEN LETTERS, DUAL VOLTAGE, NI -CAD BATTER WITH SELF-DIAGNOSTIC ELECTRONICS. LED CHLORIDE # CX SERIES 3 NOTE: 1. THE FIXTURES SPECIFIED DO NOT SHOW ALL OF THE OPTIONS REQUIRED FOR INSTALLATION. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED MOUNTING EQUIPMENT, FLANGE KITS, SUPPORTS, PENDANTS, ETC. REQUIRED FOR THE SPECIFIC CEILING TYPE AT NO ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND VERIFY CEILING TYPES AND MOUNTING CONDITIONS WITH ARCHITECTURAL CEILING PLANS. 2. ALL FLUORESCENT LAMPS SHALL BE 3000'K. TO (2) OVERRIDE t) CAT 5 SWITCHES L1-2,4,6 ON ROOF : L1-1,3,5,7 i NEW LIGHTING CONTROL PANEL LOCAL SWITCHES INTERIOR LIGHTING WATTSTOPPER 2 NEU. #LP8 OR EQUAL W/ 8-1P RELAYS 1"C TO TELEPHONE BACKBOARD FRONT ENTRY, SIGN AND BLDG. LIGHTING j 2 NEU. EMERGENCY BATTERIES NEU. rm LIGHTING CONTROL WIRING DIAGRAM NO SCALE NEUTRAL PHASE BN/SAS CHECK: GENERAL NOTES SYMBOL LEGEND NOT ALL CONDUIT AND CONDUCTORS FOR BRANCH CIRCUITS HAVE BEEN SHOWN. IT IS THE PLOT DATE: RESPONSIBILITY OF THE CONTRACTOR TO INSTALL REQUIRED CONDUIT AND WIRE FOR A JOB NO: LIGHTING LOW VOLTAGE / COMMUNICATIONS AS -BUILT DRAWINGS. 2. FLUORESCENT FIXTURE, SURFACE. "2" INDICATES CIRCUITING. "a" INDICATES SWITCHLEG FLUORESCENT STRIP FIXTURE FLUORESCENT LIGHTING FIXTURE, WALL MOUNTED FLUORESCENT LIGHTING FIXTURE, WITH EMERGENCY BATTERY BACKUP, (MINIMUM 1150 LUMEN OUTPUT). INCANDESCENT, COMPACT FLUORESCENT, OR H.I.D. DOWNLIGHT, CEILING MOUNTED. INCANDESCENT, COMPACT FLUORESCENT, OR H.I.D. DOWNLIGHT, CEILING MOUNTED W ITH EMERGENCY BACKUP, (MINIMUM 700 LUMEN OUTPUT). H.I.D. FLOODLIGHT SURFACE OR WALL MOUNTED SURFACE MOUNTED FIXTURE PENDANT MOUNTED FIXTURE INCANDESCENT, COMPACT FLUORESCENT OR H.I.D. LIGHTING FIXTURE, WALL MOUNTED. TRACK LIGHTING FIXTURE. ♦ WALL MOUNTED TELEPHONE OUTLET - PROVIDE BACKBOX AND STUB 3/4"C. UP TO SERVER ROOM. V WALL MOUNTED DATA OUTLET - PROVIDE BACKBOX AND STUB 3/4"C. UP TO SERVER ROOM. t COMBINATION DATA/TELEPHONE OUTLET - PROVIDE BACKBOX AND STUB 3/4"C. UP TO SERVER ROOM. POWER 0 2a 1-0-1 2 i rill... r'� 0 O €E HQ 0 M M a 30 C ® OO O ❑' s" DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE, MOUNTED ABOVE COUNTER AT +44" UNLESS NOTED OTHERWISE. SPECIAL PURPOSE RECEPTACLE, AS NOTED JUNCTION BOX MOTOR CONNECTION EQUIPMENT CONNECTION (INCLUDES CONDUCTORS, TERMINATIONS, GROUNDING CONDUCTOR, ETC.) DISCONNECT SWITCH OR COMBINATION MOTOR STARTER/ DISCONNECT SWITCH. SEE EQUIPMENT SCHEDULES. SWITCH SHALL INCLUDE ALL REQUIRED CONNECTIONS. (60) INDICATES SWITCH AMPERAGE/ (40) INDICATES FUSE AMPERAGE. CIRCUIT HOMERUN - MIN 3/4"C-2#12 PLUS #12GND UNLESS NOTED OTHERWISE. CONDUIT CONCEALED IN WALLS OR CEILING. CONDUIT UNDER FLOOR OR UNDERGROUND. CONDUIT UP/DOWN PANELBOARD I I 9 ? EXIT LIGHT, INDICATES DIRECTION OF ARROW O IN -GROUND FIXTURE. CONTROLS $ a SINGLE POLE SWITCH - "a" INDICATES SWITCHLEG $ 3 THREE WAY SWITCH $4 FOUR WAY SWITCH $LV MANUAL OVERRIDE SWITCH, LOW VOLTAGE $ M MANUAL MOTOR STARTER, WITH THERMAL OVERLOAD AUTOMATIC CONTROLS --____-...- — - - O G W oc WALL SWITCH/OCCUPANCY SENSOR (SINGLE LOAD CONTROL) WALL SWITCH/OCCUPANCY SENSOR (DUAL LOAD CONTROL) CEILING MOUNTED - OCCUPANCY SENSOR, SEE DETAIL. CALL OUTS D FLAG NOTE LIGHTING FIXTURE TYPE. SEE FIXTURE SCHEDULE. EQUIPMENT CALLOUT - SEE EQUIPMENT SCHEDULES FAULT CURRENT CALLOUT - SEE FAULT CURRENT SCHEDULE WEATHERPROOF EF -21 CONTRACTOR SHALL BE RESPONSIBLE FOR INCOMING POWER UTILITY. COORDINATE WITH PSE ## > WP 8. COORDINATE DEVICE HEIGHTS AND LOCATIONS WITH FURNITURE LAYOUT AND ARCHITECTURAL ELEVATIONS, PRIOR TO ROUGH -IN. TO (2) OVERRIDE t) CAT 5 SWITCHES L1-2,4,6 ON ROOF : L1-1,3,5,7 i NEW LIGHTING CONTROL PANEL LOCAL SWITCHES INTERIOR LIGHTING WATTSTOPPER 2 NEU. #LP8 OR EQUAL W/ 8-1P RELAYS 1"C TO TELEPHONE BACKBOARD FRONT ENTRY, SIGN AND BLDG. LIGHTING j 2 NEU. EMERGENCY BATTERIES NEU. rm LIGHTING CONTROL WIRING DIAGRAM NO SCALE NEUTRAL PHASE SHEET INDEX E100 ELECTRICAL COVER SHEET E200 ELECTRICAL SITE PLAN E300 PLENUM LEVEL ELECRICAL PLAN E305 GROUND LEVEL LIGHTING AND POWER PLANS E310 SECOND LEVEL LIGHTING AND POWER PLANS E315 LOW ROOF LEVEL ELECRICAL PLAN E320 SERVICE LEVEL ELECRICAL PLAN E400 ELECTRICAL ONE -LINE DIAGRAM E401 SKYDIVING EQUIPMENT WIRING DIAGRAM RELAY POWER PACK c L LOW VOLTAGE CABLE FOR MANUFACTURER REQUIREMENTS -----_# TO NEXT REMOTE SENSOR IF REQUIRED -m 1 24VDC REMOTE SENSOR EXP RED FEB 1;12012 1 LIGHTS - L ---J \ CONTROL GROUP (a,b,c) L - - - J OVERRIDE (OFF) SWITCH LOCATED IN SAME SPACE AS LUMINARIES PROVIDE r -- ONLY IF INDICATED ON ? M 41„,,41 I PLANS. PPARAre REQu°u'� o Rip r OCCUPANCY SENSOR WIRING DIAGRAM NO SCALE 10a 41/0 RECEIV CITY OF 11 I LA NOV 0 11 2010 PERMIT CENTER DESCRIPTION w O DRAWN BY: BN/SAS CHECK: GENERAL NOTES 1. NOT ALL CONDUIT AND CONDUCTORS FOR BRANCH CIRCUITS HAVE BEEN SHOWN. IT IS THE PLOT DATE: RESPONSIBILITY OF THE CONTRACTOR TO INSTALL REQUIRED CONDUIT AND WIRE FOR A JOB NO: COMPLETE INSTALLATION. HOMERUN FROM FIRST DEVICE TO PANEL SHALL BE INDICATED ON AS -BUILT DRAWINGS. 2. CONTRACTOR SHALL PROVIDE REQUIRED UNSWITCHED CIRCUIT TO ALL EXIT AND EGRESS LIGHTING. 3. ALL EXTERIOR LIGHTING CIRCUITS SHALL BE #10 Cu AND ROUTED THROUGH LIGHTING CONTROL PANEL. 4. CONTRACTOR SHALL COORDINATE HVAC EQUIPMENT REQUIREMENTS (LOCATION, CONNECTION TYPE, CONTROLS, LOAD, VOLTAGE, ETC.) WITH HVAC CONTRACTOR PRIOR TO EQUIPMENT ORDERING AND ROUGH -IN. 5. CONTRACTOR SHALL PROVIDE ALL CONDUIT AND 120V CONTROL WIRING FOR HVAC EQUIPMENT. COORDINATE WITH HVAC CONTRACTOR. 6. CONTRACTOR SHALL COORDINATE SKYVENTURE EQUIPMENT REQUIREMENTS (LOCATION, CONNECTION TYPE, CONTROLS, LOAD, VOLTAGE, ETC.) WITH MANUFACTURER PRIOR TO ROUGH -IN. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR INCOMING POWER UTILITY. COORDINATE WITH PSE AND PROVIDE AS REQUIRED. COORDINATION TO BE DONE PRIOR TO BID. 8. COORDINATE DEVICE HEIGHTS AND LOCATIONS WITH FURNITURE LAYOUT AND ARCHITECTURAL ELEVATIONS, PRIOR TO ROUGH -IN. 9. THE FIRE ALARM SYSTEM SHALL BE BIDDER - DESIGN. PROVIDE COMPLETE SYSTEM WITH DEVICES AS REQUIRED BY STATE AND LOCAL CODES AND AHJ. REFER TO SPECIFICATION SECTION 28 31 00. SHEET INDEX E100 ELECTRICAL COVER SHEET E200 ELECTRICAL SITE PLAN E300 PLENUM LEVEL ELECRICAL PLAN E305 GROUND LEVEL LIGHTING AND POWER PLANS E310 SECOND LEVEL LIGHTING AND POWER PLANS E315 LOW ROOF LEVEL ELECRICAL PLAN E320 SERVICE LEVEL ELECRICAL PLAN E400 ELECTRICAL ONE -LINE DIAGRAM E401 SKYDIVING EQUIPMENT WIRING DIAGRAM RELAY POWER PACK c L LOW VOLTAGE CABLE FOR MANUFACTURER REQUIREMENTS -----_# TO NEXT REMOTE SENSOR IF REQUIRED -m 1 24VDC REMOTE SENSOR EXP RED FEB 1;12012 1 LIGHTS - L ---J \ CONTROL GROUP (a,b,c) L - - - J OVERRIDE (OFF) SWITCH LOCATED IN SAME SPACE AS LUMINARIES PROVIDE r -- ONLY IF INDICATED ON ? M 41„,,41 I PLANS. PPARAre REQu°u'� o Rip r OCCUPANCY SENSOR WIRING DIAGRAM NO SCALE 10a 41/0 RECEIV CITY OF 11 I LA NOV 0 11 2010 PERMIT CENTER DESCRIPTION w O DRAWN BY: BN/SAS CHECK: BAA NOTES: PLOT DATE: 10-13-10 JOB NO: 1 009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 1EL: 425.216.0318 FAX 425.216.0329 O coJ J 1u 0 z � J z= w0co OcO_ SHEET: E 100 OP: SHEETS f / r ee N r — EXISTING UTILITY CO. TRANSFORMER r" EXISTING BUILDING ELECTRICAL ROOM p.. .. ).., AA an EXISTING BUILDING TEL. TERM. BOARD NEW FIRE ALARM CONTROL PANEL EXISTING PSE PRIMARY .VAULT \J ELECTRICAL SITE FLAN Kit=2o-0 r-- 1 NEW MDB r.. NEW PRIMARY SERVICE 1 NEW UTILITY CO. TRANSFORMER < NEW SECONDARY SERVICE — SEE ONE—LINE DIAGRAM ruin electrical MOM 1n3� F l.A,. w' (r GENERAL NOTES 1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID. 2. COORDINATE ELECTRICAL SERVICE REQUIREMENTS WITH POTELCO/PSE — JAMES ROBBINS (james.robbins®pse.com) AND PROVIDE ALL WORK, MATERIAL, ETC. AS REQUIRED. 3. PROVIDE SERVICE IDENTIFICATION PLACARDS IDENTIFYING ADDITIONAL BUILDING SERVICES, AS REQUIRED BY NEC AND LOCAL AHJ. 4. COORDINATE TEMPORARY POWER OUTAGE TO EXISTING TENANTS WITH UTILITY COMPANY AND GENERAL CONTRACTOR. PROVIDE TEMPORARY SERVICE (POWER, TELEPHONE, CABLE) FOR EXISTING TENANTS AS REQUIRED DURING SWITCHOVER. DETAIL NOTES NEW UTILITY COMPANY PRIMARY SERVICE. COORDINATE REQUIREMENTS WITH POTELCO AND PROVIDE AS REQUIRED. TRENCHING/BACKFILL BY CONTRACTOR. CONDUCTORS, CONDUIT, TRANSFORMER, AND PAD/VAULT BY UTILITY COMPANY. PROVIDE NEW FIRE ALARM CONTROL PANEL. REPLACE EXISTING PANEL AND ASSOCIATED DEVICES IN ELECTRICAL ROOM WITH NEW. MAKE REQUIRED CONNECTIONS TO EXISTING BUILDING DEVICES, AS WELL AS NEW TENANT SPACE DEVICES. EX ED FEB 1,1 2012 bio.z•tr& CITY OFETUKWILA SEPARATE Nuv 012010 PERMIT AND APPROVAL PERMIT CENTER REQUIRED 4tJ O N C ari tor, c g o 4,3 ed UTn t a4) o 0 W aa 0 DESCRIPTION 0 ot DRAWN BY: BN/SAS CHECK: BAA NOTES: PLOT DATE: 10-13-10 JOB NO: 1009 J f Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL 425.216.0318 FAX: 425.216.0329 d J Z 3 0 as SHEET: E 2 00 Of: SHEETS (A,A) 4 eerTh A ix �3� \...^' 5) GENERAL NOTES 1. RECEPTACLES IN PLENUM LEVEL SHALL HAVE "WEATHERPROOF" ENCLOSURE, GFCI TYPE. i v i L1-1 1t P1-7 L1-1 QWP P1-7 L1-1 Iii, SP1 -7 P1-7 L1-1 YJ 63.9 •1 LLQ' P1-7 VS L1-1 L1 1 P1-7 L1-1 rn , s , wi, E -F ......................_....__.. • PLENUM LEVEL - ELECTRICAL PLAN 1 /8 = I -O Cs ei 7\ EXPIRED bLoVo FEB 1,1 2012 4'J sfc.agon LA „‚1 1 a h3n GI a DESCRIPTION I MECHANICAL EQUIPMENT SCHEDULE CHECK: TYPE DESCRIPTION VOLTAGE LOAD MOCP CIRCUIT CONDUCTORS WP -1 DEWATERING PUMP - 1 120V/1PH 1/3HP P1-9 3/4"C,2#12 & 1#120 WP -2 DEWATERING PUMP - 2 120V/1PH 1/3HP P1-9 3/4"C,2#12 & 1#120 (A,A) 4 eerTh A ix �3� \...^' 5) GENERAL NOTES 1. RECEPTACLES IN PLENUM LEVEL SHALL HAVE "WEATHERPROOF" ENCLOSURE, GFCI TYPE. i v i L1-1 1t P1-7 L1-1 QWP P1-7 L1-1 Iii, SP1 -7 P1-7 L1-1 YJ 63.9 •1 LLQ' P1-7 VS L1-1 L1 1 P1-7 L1-1 rn , s , wi, E -F ......................_....__.. • PLENUM LEVEL - ELECTRICAL PLAN 1 /8 = I -O Cs ei 7\ EXPIRED bLoVo FEB 1,1 2012 4'J sfc.agon LA „‚1 1 a h3n GI a DESCRIPTION I BN/SAS CHECK: BAA 1 NOTES: PLOT DATE: 10-13-10 J°B NO: 1009 W 1- 0 It a DRAWN BY: BN/SAS CHECK: BAA 1 NOTES: PLOT DATE: 10-13-10 J°B NO: 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 CITY pF EaLA NOV 01 iJ10 PERMIT CENTER ELECTRICAL PLAN SHEET: E300 Of: SHEETS 2 O_ 0 Me mer;' mot ([ I 107 ran women's room 105 1 f A l ra t --\ S (•4) 's L1-3 e L1-3 room 13 1 Oa L1-3 Oa L1-3 10 . SP Av % L1-3 I Eittt- L1-3 ::$ L1-3 entry ,. t:; L1-3 Qa Qa 4.0 I,1-6 L11-6 L®6 1-6 L1 -6 i6 L1-6 L1-3 Ck Li -3 L1-3 L1 -3 work L. return alr tower 81 >•. riot INAI,W53.00.4.:MOVIreirt/4:MMIVAr0,.41.^MnYt K2; GROUND LEVEL - LIGHTING PLAN 1 /8 = I -O Server r err: (2 Or\ DETAIL NOTES 3/4"CONDUIT TO SERVER ROOM. 1"CONDUIT TO SERVER ROOM. 45A/3P SHUNT -TRIP BREAKER FOR ELEVATOR. PROVIDE FEEDER TO MDB (SEE ONE -LINE SHEET E400) LIGHTING CONTROL SYSTEM OVERRIDE SWITCH. SEE WIRING DIAGRAM SHEET E100. PROVIDE LOCAL DISCONNECTING MEANS FOR CONTROL PANELS AND CONDUIT/WIRE TO WP-1/WP-2 AS REQUIRED BY MECHANICAL CONTRACTOR. (M) Stair €oA 2"C TO FACP IN EXISTING BUILDING ELEC. RM. SEE SHEET E200 room Th AM , i( J 1 P1-1 P1-1 "`. Ct c 05 DP1 'P2 ''"r CONTROL PANELS -- (P1-17) (P1-17) ELEVATOR CONTROLLER 1"C, 4#6 & 1#10 GND CAB LTG. EL -2 EU -1 women's room 1## : :o � P1-15 SEE ELEV. WIRING DIAGRAM SHEET E401job FIRE ALARM ANNUNCIATOR A � elevator P1-15 OFT.N TO I Cr P1-15 ✓S' 100 i C ' LIGHTING CONTROLS P1-15 return air ` WARMING I ' DRAWER „..-Hc,„ r P1-39,41 3/4"C,3#12 & 1#120 VERIFY RECEPT -'MICROWAVE P1-27 \+S4"7 P1-27 — COFFEE P1-25 P1-19 REFRIG. P1-23 441 P1-19 l ``T', ,T rieetinci room" P1-19 :•, `tiR<.0 2 400HP MOTORS t ; ON SERVICE-LE.YEL tt SEE SHEET F,,32Of P1-15 �t 4 / P1-11 171- - rtlaVier ri Cap P1-11 a ' +a4 1-28 unit A -F28 II +84 0P..TO...(2.), 4001 -IP .MOTORS 3 ON SERVICE LEVEL. SEE SHEET E320. 0 W ea rn 0 Tr �en 0� (1) oo 'Rrn cis '71ti 0 EXPIRED r..Oi:r , I " Mom 4 x4 x3/4 PLYWOOD : TELEPHONE TERMINAL = ' BOARD #6CU, GND GROUND LEVEL - POWER PLAN 1) 1 /8 = 1 '-0" 2"C FROM TENANT TTB TO BUILDING TELE. TERM. BOARD IN EXISTING ELEC. RM. SEE SHEET E200. 10-;M0 • FEB 1,1 2012 PeEPIN Stipp re APp 441 000fr 01# EtkoFQ RECEIVED CITY OF TUKWILA NOV 01 2010 8Mir CENTER Itcerccal DRAWN BY: MECHANICAL EQUIPMENT SCHEDULE Ch ECK: TYPE DESCRIPTION VOLTAGE LOAD MOCP CIRCUIT CONDUCTORS WH -01 FAN FORCED WALL HEATER 120V/1PH 1500W P1-21 3/4"C,2#12 & 1#12G WH -1 WATER HEATER 208V/1PH 4500W P1-40,42 3/4"C,3#10 & 1#1OG EU -1 FAN COIL UNIT 120V/1PH 114W EL -4 3/4"C,2#12 & 1#12G (M) Stair €oA 2"C TO FACP IN EXISTING BUILDING ELEC. RM. SEE SHEET E200 room Th AM , i( J 1 P1-1 P1-1 "`. Ct c 05 DP1 'P2 ''"r CONTROL PANELS -- (P1-17) (P1-17) ELEVATOR CONTROLLER 1"C, 4#6 & 1#10 GND CAB LTG. EL -2 EU -1 women's room 1## : :o � P1-15 SEE ELEV. WIRING DIAGRAM SHEET E401job FIRE ALARM ANNUNCIATOR A � elevator P1-15 OFT.N TO I Cr P1-15 ✓S' 100 i C ' LIGHTING CONTROLS P1-15 return air ` WARMING I ' DRAWER „..-Hc,„ r P1-39,41 3/4"C,3#12 & 1#120 VERIFY RECEPT -'MICROWAVE P1-27 \+S4"7 P1-27 — COFFEE P1-25 P1-19 REFRIG. P1-23 441 P1-19 l ``T', ,T rieetinci room" P1-19 :•, `tiR<.0 2 400HP MOTORS t ; ON SERVICE-LE.YEL tt SEE SHEET F,,32Of P1-15 �t 4 / P1-11 171- - rtlaVier ri Cap P1-11 a ' +a4 1-28 unit A -F28 II +84 0P..TO...(2.), 4001 -IP .MOTORS 3 ON SERVICE LEVEL. SEE SHEET E320. 0 W ea rn 0 Tr �en 0� (1) oo 'Rrn cis '71ti 0 EXPIRED r..Oi:r , I " Mom 4 x4 x3/4 PLYWOOD : TELEPHONE TERMINAL = ' BOARD #6CU, GND GROUND LEVEL - POWER PLAN 1) 1 /8 = 1 '-0" 2"C FROM TENANT TTB TO BUILDING TELE. TERM. BOARD IN EXISTING ELEC. RM. SEE SHEET E200. 10-;M0 • FEB 1,1 2012 PeEPIN Stipp re APp 441 000fr 01# EtkoFQ RECEIVED CITY OF TUKWILA NOV 01 2010 8Mir CENTER Itcerccal DRAWN BY: BN/SAS Ch ECK: BAA NOTES: PLOT DATE: 10-13-10 JOB NO: 1 009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA98052 TEL: 425.216.0318 FM: 425.216.0329 U) z 0 0— c� ILI H Oo WI G' U <1 n �J N =W o O ° �W z Q k 1 j10 Lo zz �HZ z lii I z1D 1-- N. �T � N )'---'l = M �J i\f)Z C2.1 Sh EET: E305 OF: SHEETS men's ro, or women's roofn women's room • . ' rfi i f7 0 r. 1 /.` /77 \'-• ROOr • YV<'vNrNMA••• YbCYViW'('N.N, reW;rri air tower 2 i r; €w L1 -5l L1-5;�i a a q :...C1._5 L1-5 L1-5 a a a a a (ea L1-5 Litt L1-5 \e' 11=5 L1-5� N9 AI N :, r L1-5 11 I d 1 • •i.it��t i'r :i•T,aarx": • I -L1-5 ,}'d 1 L1-5 r 55. L1-5 F3 +Cr1P law biitte 4) e L1-5 e 5 L1-5 L1-5 L1-1 L1-5 207 Y•vf•, `Y•Y. return air tower I 22• L1-5 L1-5 Cla•",;- 1 206 L1-! ss •+J,.MIN•M.MNNM'n•V•oe W,A.'N•MWVwM•M.M•rwWW.M.MN,•MNn•NNVWeVW,A••-J,.Y SECOND LEVEL - LIGhTING PLAN I /8" = 1 '-0" 61\ • o DETAIL NOTES 3/4"C TO SERVER ROOM. NOT USED. INSIDE AND OUTSIDE TEMPERATURE SENSORS. VERIFY LOCATIONS. ENTRY AND EXIT DOOR ACTUATORS. CONTROL PROVIDED AND INSTALLED BY EQUIPMENT MANUFACTURER. 120V POWER BY ELECTRICAL CONTRACTOR. VERIFY EXACT LOCATIONS. ADDITIONAL FIELD CONNECTIONS TO EQUIPMENT MANUFACTURER INSTALLED EQUIPMENT MAY BE REQUIRED. COORDINATE WITH EQUIPMENT MANUFACTURER. me_: room i 2 i 4 Favon1 n'S room 213 'fvonlutl a room 44rr Lr 1 213ii REFRIG, P1-12 MICROWAVE P1-14 MICROWAVE P1-1.6 ., uG—....x:U::.. �i / t ...Ple•-,26. sa 2 i 5 P1-1 office 202 P1-18 r 0 RCOF t1 P1-26 • P1-3 V:N.Y(NYLY.YL%Y{YVCA71Y.Ytitii(.XRY.X:r va.,.wovo.N4NVali'VC),4i,.,.4•.#N.\..•XN return air ower 21& ^^• P1-3 I J P1-24 P1-26 haliq=:a P1-18 JP1ZT8 cear11'' ec room P1-18 I1=eI,a P1-2 = Zf) t7�7I P1-20 1..,....t..,. 4:1) ... I4.,fY0041ACSM V•N.1,01NL%YfNNtNYt sqp P1-24 P1 -24I. , A dh� P1-24 \, party y room 1 s• • ,,P1- P1-24 P1Q-22 • • utility P1-20 Qt P1 -22 i0 P1-22 n P1-20 :+42' P1 -20a .wt• storage 707 STACKED P1-3 WASHER/DRYER P2-32,34 3/4"C,3#10 & 1#10G et P1-20 Class Mil -YA.«...:fes....... return air tower f 721 I ros le I ^r•^P1-3 ..`w EXPIRED SECOND LEVEL - POWER PLAN I/8" = 1'-0" FEB 1,1 2012 pe$P4a, RFQ04,WITtaD yw C 3 0 ast • RECEIV CITY OF TU LA Nuv 01 2010 RMIT CENTER 0 DESCRIPTION 0 DRAWN DY: MECHANICAL EQUIPMENT SCHEDULE CHECK: TYPE DESCRIPTION VOLTAGE LOAD MOCP CIRCUIT CONDUCTORS WH -01 FAN FORCED WALL HEATER 120V/1PH 1500W P1-31 3/4"C12#12 & 1#12G RTU -4 ROOF TOP UNIT -4 480V/3PH 10.4MCA 15.OA L1-31,33,35 3/4"C,4#12 & 1#12G ., uG—....x:U::.. �i / t ...Ple•-,26. sa 2 i 5 P1-1 office 202 P1-18 r 0 RCOF t1 P1-26 • P1-3 V:N.Y(NYLY.YL%Y{YVCA71Y.Ytitii(.XRY.X:r va.,.wovo.N4NVali'VC),4i,.,.4•.#N.\..•XN return air ower 21& ^^• P1-3 I J P1-24 P1-26 haliq=:a P1-18 JP1ZT8 cear11'' ec room P1-18 I1=eI,a P1-2 = Zf) t7�7I P1-20 1..,....t..,. 4:1) ... I4.,fY0041ACSM V•N.1,01NL%YfNNtNYt sqp P1-24 P1 -24I. , A dh� P1-24 \, party y room 1 s• • ,,P1- P1-24 P1Q-22 • • utility P1-20 Qt P1 -22 i0 P1-22 n P1-20 :+42' P1 -20a .wt• storage 707 STACKED P1-3 WASHER/DRYER P2-32,34 3/4"C,3#10 & 1#10G et P1-20 Class Mil -YA.«...:fes....... return air tower f 721 I ros le I ^r•^P1-3 ..`w EXPIRED SECOND LEVEL - POWER PLAN I/8" = 1'-0" FEB 1,1 2012 pe$P4a, RFQ04,WITtaD yw C 3 0 ast • RECEIV CITY OF TU LA Nuv 01 2010 RMIT CENTER 0 DESCRIPTION 0 DRAWN DY: BN/SAS CHECK: BAA NOTE5: PLOT DATE: 10-13-10 JOB NO: 1009 N J f Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL 425.216.0316 FAX: 425.216.0329 SKEET: E310 OF: 511EET5 TYPICAL OF (8) 4UVFR: AG lei'AT()R......_...._....._...:, 2N P,480V 3%4';C,3#12 & 1#12G PTO LOUVER ACTURATOR ANEL•;IN ELEC. 112. L OUVER A''TUATOR BRAKE f4"C, 2#1 TO Ae-TUATOR MOTOR -VF& - ti OUVER FEEDOCK POT y4"C, 2#12 T0, OTUATOR MOTOR VFD LTA 4 L1-‘4%,. L1-4 CU -1 RTU -02 ,t r� .1 • i 5IZEOr OffNi: i• y,,: ;•tit : ••i• :f 4 't . kt 1j \`` 1 30/20 RTU - 1 roof RTU -03 EF -01 KNNINN'MWMAMYtr.M'YVOIASVOW W WIx.wm4mcnx opmgM'NW.MN:NmommNtmmeri +23'-O' +23'-0" +23'-0' L1-4 L1-4 L1-4 LOW ROOF LEVEL -ELECTRICAL PLAN 4IJ en SCAN 'Ss0 G0Ag O N .t- . D art '0,5) 1 i \,...1 IC ra4) do d iii ,E,, r { 4 1 t —i 5.6) 1/8" = I I-0" 5i0i9& EXPIRED FEB ,1,1 2012 ssep Pe 404 44* iwuks RE44O 0 0 r caTvnFni ° u% t N11V 01 2010 PERMIT CENTER DESCRIPTION UJ a DRAWN 5Y: MECHANICAL EQUIPMENT SCHEDULE CHECK: TYPE DESCRIPTION VOLTAGE LOAD MOCP CIRCUIT CONDUCTORS RTU -01 ROOFTOP UNIT - 01 480V,3PH 14.6MCA 15.OA L1-37,39,41 3/4"C,4#12 & 1#12G RTU -02 ROOFTOP UNIT - 02 480V,3PH 21.1MCA 25.OA L1-38,40,42 3/4"C,4#10 & 1#10G RTU -03 ROOFTOP UNIT - 03 480V,3PH 11.BMCA 15.OA L1-32,34,36 3/4"C,4#12 & 1#12G EF -01 ROOF MOUNTED UTILITY FAN - 01 120V,1PH 1/6HP P1-29 3/4"C,2#12 & 1#12G EF -02 ROOF MOUNTED UTILITY FAN - 02 120V,1PH 1/4HP P1-29 3/4"C,2#12 & 1#12G CU -1 ROOF MOUNTED CONDENSING UNIT 120V,1PH 14.OMCA EL -4 3/4"C,2#12 & 1#12G TYPICAL OF (8) 4UVFR: AG lei'AT()R......_...._....._...:, 2N P,480V 3%4';C,3#12 & 1#12G PTO LOUVER ACTURATOR ANEL•;IN ELEC. 112. L OUVER A''TUATOR BRAKE f4"C, 2#1 TO Ae-TUATOR MOTOR -VF& - ti OUVER FEEDOCK POT y4"C, 2#12 T0, OTUATOR MOTOR VFD LTA 4 L1-‘4%,. L1-4 CU -1 RTU -02 ,t r� .1 • i 5IZEOr OffNi: i• y,,: ;•tit : ••i• :f 4 't . kt 1j \`` 1 30/20 RTU - 1 roof RTU -03 EF -01 KNNINN'MWMAMYtr.M'YVOIASVOW W WIx.wm4mcnx opmgM'NW.MN:NmommNtmmeri +23'-O' +23'-0" +23'-0' L1-4 L1-4 L1-4 LOW ROOF LEVEL -ELECTRICAL PLAN 4IJ en SCAN 'Ss0 G0Ag O N .t- . D art '0,5) 1 i \,...1 IC ra4) do d iii ,E,, r { 4 1 t —i 5.6) 1/8" = I I-0" 5i0i9& EXPIRED FEB ,1,1 2012 ssep Pe 404 44* iwuks RE44O 0 0 r caTvnFni ° u% t N11V 01 2010 PERMIT CENTER DESCRIPTION UJ a DRAWN 5Y: BN/SAS CHECK: BAA NOTES: PLOT DATE: 10-13-10 JCD NO: O 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 SHEET; E3 1 5 OF: SHEETS DETAIL NOTES MAKE CONNECTION TO INTERNALLY ILLUMINATED SIGN. VERIFY EXACT LOCATION WITH ARCHITECTURAL ELEVATIONS. INSTALL HATCH SENSORS PER MANUFACTURER'S REQUIREMENTS AND MAKE CONNECTION TO REMOTE I/O PANEL. SltONALLY ILLUMINATED SIGN O p. ai •••••I/SA,SS�r?'aR):atSnRll+a.a�aa�a.a�a... a.a•a.u�ane INTERNALLY\ ILLUMINATED\SIGN l CONDUITS DOWN TO VFD'S °'Ot2 IN ELECTRIC ROOM 113. SEE SHEET E305. L1-1 L1-1 L1-1 roof S{ i E � P1-5 F5 P1-5 CONFIRM 7f ()Ft:ekrER i JiON AND £ t 1 L1-1 / 24VDC/& CC LINK TO PLC ON STAGING „ROOF. SEE SHEETS • E305 & E`4. 1. 1 SERVICE LEVEL - ELECTRICAL PLAN I /81I = 1 I -o° CONDUITS DOWN TO VFD'S IN ELECTRIC ROOM 113. SEE SHEET E305. f27 REMOTE I/O PAI€L: PROVIDED BY EQUIPMENT MANUFACTURER INSTALLED BY ELECT. CONTRACTOR. VERIFY EXACT LOCATION. 'LJ Th Pi i, 61 EXHRE SEPARATE PERMIT AND APPROVAL REQUIRED FEB .11 2012 C3 Nr yr C a e 8 1 W RE CITY OF CEN TU LA NOV 0 1 /01D PERMIT CENTER htri DESCRIPTION 04 DRAWN BY: BN/SAS CHECK: BAA NOTES: PLOT DATE: 10-13-10 JOB NO: 1 009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 SHEET: E3 20 OF: SHEETS Panel LI PANEL SCHEDULE PROJECT:. I 9.,Y INDOOR SKYDIVING #10051 277/480V, 3PH, 4W 100A Bus MLO. SURFACE WALL 1VIDUNTED 12-Oct40 No. Description I Location Load (VA) Load Type C. B. Amp C.B. Pole Phase 0,3. Amp C.B. Pole Load (VA) Load Type Description i Location Ckt, No, 1 LTG - PLENUM, SERVICE 8. TOWERS. 930 L 20 1 A 20 1 500 L LTG -SIGN 2 3 LTG - GROUND LEVEL 2,567 L .20 1 5 20 1 2,560 L LTG - TOWER FLOODLIGHTS 4 5 LTG - SECOND LEVEL 3,248 1 20 1 0 20 1 720 L LTG - FRONT ENTRY, REAR 6 7 LTG - EATSTAIR & ELEG. ROOMS 13919 1 20 1 A 20 1 Katzen 0 SPARE 8 9 SPARE 1001% a 20 1 p 20 1 100% -SPACE::: SPARE 10 11 SPARE 11,439 1,0441266 20 1 C 20 t LM Largest Mator SPARE 12 13 SPARE 10,000AIC AcCiassoriet: C 20 1 A 20 1 4,500 100% :SPARE 14 15 SPARE Cantinuoaa 'Gonna Load 0 20 1a 12$% 20 1 900 K SPARE 16 17 SPARE 1,98Q 24128,411 VA 20 1 C 20 1. WO R .SPARE 18 19 SPARE 40 A 20 3. A 60 3 1,260 R SPARE '20 21 - 720 9 - - 8 - - 1,260 9 - 22 23- WALL HEATER WM-1 1,500 H - - 0 20 - 1,260 R -- 24 25 SPARE '850 K 20 3 A 20 1 1,080 9 SPACE 26 27-- COFFEE - PREP 105 1,696 K - 1 B 20. 1 900. R SPACE. .28 29 .--. 1;200: K - - C 20 1 1,000 G SPAS 30 31 RTUp4 :896 M 20 3 A 20 3- 3;266 M RTU -03 32 33- WH -01 SECOND FLOOR:LEVEL 1.500 M - - 13 p - 1256 M -- .34 33 SPARE 20 1 8 _ - 1922. S - 30 37 RT1.1,01 4,041 M 20 3 A 30 3 4,041 M RTL.P02 38 39 - 4,041 NI _ . 5 - - 4,041 M -- 40 41 - 4.,041 M - - C - - 4041 M -- 42 TOW Connected LOact Ph A. IA 587 VA 49 A. Total Connected Loadt Ph 13. *475 VA 59 A. total CoortetWi Load. Ph 0 15,116 VA 55 A Total Connected Load: 4E4 KVA Taal Donald Load4E2 KVA 54.6 AMPS 5E1 A94PS Connected Subted Total Demand Demand Loads Loads. (9) Loads recta Load 6 Generat(Non-Continuous) 0 0 100% 0 L Lighting t11334 11,34 125% 14.180 R Receptacles -to to KVA 0 .0 100% t over 10KVA 0 50%. 0 K Kitchen 0 9 100% 0 H Heating 0 0 10096 0 M minors 34,044 34,044 100% 34,044 L.14 La rgestMotor 0 0 125% 0 WH vvatemeater 0 0 100% 0 C continuous General Load 0 0 125% 0 451.378V& 0. YA 45,378 VA 48,212 VA 66,00GAIC Accessories: K - Panel EL (ELEVATOR RM.) PANEL SCHEDULE PROJECT: 1 FIX- INDOOR SKYDIVING #10051 120/208V 1PH, 3W 10Q Bus MLC). SURFACE WALL MOUNTED 12 -Oct -10 Ckt, No. Description I Location Load (VA) Load Type a B. Amp C.B: Pole Phase C.B. Amp CS: Pole .Lced (VA) Load Type Deactiption / Location Ckt. No. 1 ELEV. PIT LTG•& REG 242 0 20 1 A 20 t .500 L CAB LTG 2 3 ELEV.: MACH RM, LTG & REC 242 G 20 1 a 20 1 1,680 NI EU -1 & 01J-1 4 5 SPARE Q R 20 1 A 10,000 100% 10,309 0 SPACE 6 7 SPARE 108(t 3,680 20 1 S 199% .K Katzen 0 SPACai. 8 9 SPARE. 1001% a 20 1 A 3000 3,000 100% -SPACE::: 965904 10 11 SPARE 11,439 1,0441266 20 1 B .20 VIII LM Largest Mator SPACE 12 Total Connected Load: Ph A 742 VA 6 A Total Connected Loact Ph 6 1,922 VA. 16. A Total Connected Load; 2/ KVA Total bernand Load: 2.6 KVA 12,8 AMPS 13,4 AMPS Connected Subfect Total Demand Demand Loada Loads (S) Loads Factor Load 0 General (Nen-Continttens) 464 484 100% 484 L Lighting 500 .500 125% 6:25 k Receptacles - to ID KVA 0 0 100% 0 aver 10 kVA O 50% .0 K Mahan 0 0 65% V H Healing 0 0 100% 0 M Moot a 1)680 1.,680 1909b L080 LM LargestMOter 0 0 176% 0 Wil Weler Hector 0 0 100% 0 C Continuous General:Load 0 0 125% 0 2,664 VA 0 VA 2;684 VA 2,789 VA 10,000AIC AcCiassoriet: C continuous Geitema Load Panel P1 PANEL SCHEDULE pacuac-rz I FLY - INDOOR SKr:WING #10051 120/208V, 3PH, 4W 225A. Bus 150A M.C.B. SURFACE WALL MOUNTED 12 -Oct -10 Ckt, Description/ Load Load a B. SWBD 555 LOAD CALCULATIONS MAIN DIST. BOARD LOAD CALCULATIONS C.B. C.B.. Load Load Desonption i CM, No. Location (VA) Type Cannoned Loada Connected Loads Subted Loads IS) TotalDemand Lorgis Factor Demand Load G OeneraI(Nan-toratnuous) 6 Ge.neral (Woo C,ontintiousj 0 5734 5,734 100% 6,z34 Lighting 0 L Lighting 0 11834 11,534 125% 14J93 0 Q R Receptacles - to 10 KVA. 0 10000 10,000 100% 10,309 0 0 50% :over 1010/A RECEPT - SERVICE LEVEL 108(t 3,680 50% 040 d 199% .K Katzen 0 7.094 7,094 100% 71.104 1001% a I -I Heeling 0 3000 3,000 100% 3000 965904 8 M to4tap/.$ 11,439 1,0441266 1,961,800 140% 1,661;069 .20 VIII LM Largest Mator 0 470,004 470,004 25% 1:17450i C continuous Geitema Load WH Water Heater 0 4,500. 4,500 100% 4600 12 1,410,012 VA C Cantinuoaa 'Gonna Load 0 1:600 1,000 12$% 2250: 1 900 K MICROWAVE - eftpAKOpOm 17,43)2 \A 2,461,909 vaik 2479,845 vA 1,98Q 24128,411 VA .= 2,563 Mips Ill 20 1 WO R REEPT-LogNGE 4 HALL., 16 17 9E0E1=11 - RESTROOMS & flt4 Panel P1 PANEL SCHEDULE pacuac-rz I FLY - INDOOR SKr:WING #10051 120/208V, 3PH, 4W 225A. Bus 150A M.C.B. SURFACE WALL MOUNTED 12 -Oct -10 Ckt, Description/ Load Load a B. SWBD 555 LOAD CALCULATIONS LOUVER PANELS LOAD CALCULATIONS C.B. C.B.. Load Load Desonption i CM, No. Location (VA) Type Cannoned Loada Subfed Loads (): 'Total Demand: Loads Fadof Dein arid Load. Pole G OeneraI(Nan-toratnuous) .0 0 0 100%. 0 R L Lighting 0 0 •0 125%: 0 SURGE SUPPRESSION NOTE 1 R Racepted as -1e.10:KVA 0 Q 0 100% 0' 3040 0 over101NA 0 0 0 50% 0 RECEPT - SERVICE LEVEL K Knotten a 9 d 199% 0 Ilatthen 11 Heating 0. 0 0 1001% a 20 M. Motors 940008 25,890 905,904 100% 965904 8 1_19 Largest Motor 470,004 0 47000.4 25% 117,501 .20 VIII Water Heater 0 0 0 100% 0 540 C continuous Geitema Load 0 30D 300 125,4 375 1( REFRIG & REC- BREAKROOM 12 1,410,012 VA 26,1043 VA 1.435 208 Mk . , R 1083,180 VA = 1;3o5.Mips A 20 1 900 K MICROWAVE - eftpAKOpOm 14 15 Panel P1 PANEL SCHEDULE pacuac-rz I FLY - INDOOR SKr:WING #10051 120/208V, 3PH, 4W 225A. Bus 150A M.C.B. SURFACE WALL MOUNTED 12 -Oct -10 Ckt, Description/ Load Load a B. Q.B. LOUVER PANELS LOAD CALCULATIONS C.B. C.B.. Load Load Desonption i CM, No. Location (VA) Type Amp Pole Phase Amp Pole (VA) Type Location No. 1 RECEPT. -ELECT, HALL 720 R 20 1 A 30 3 125°,1. 0 SURGE SUPPRESSION NOTE 1 2 3 RECEPT - ROOF & TOWERS 1,080 R 20 1 3040 0 - 0 - 4 5 RECEPT - SERVICE LEVEL 720 R 20 1 C -- 0 Ilatthen ti - 6 7 RECEPT PLENUM 1,080 R 20 1 A 20 1 250 t REMOTE I/0 PANEL 8 9 DEWAlEli PUMPS 1 A 2: 1,728. M 20 1 S. .20 1 250 C PLC 10 11 RECEPT - GR. LEVEL OFFICES 540 R 20 1 C 20 1 1,200 1( REFRIG & REC- BREAKROOM 12 13 RECEIPT - RgcpPTioN DESK 540 R 20 1 A 20 1 900 K MICROWAVE - eftpAKOpOm 14 15 RECEPT- LOBBY, HALL 1,98Q R 20 1 Ill 20 1 WO R REEPT-LogNGE 4 HALL., 16 17 9E0E1=11 - RESTROOMS & flt4 40 A 20 1 C 20 1 1,260 R RECEPT- TE.AM RCOMS 18 19 RECEPT - MEETING 'ROOM 720 9 20 1 A 20 1 1,260 9 RECEPT - U11L,STOR,01A88,BREAK 20 21 WALL HEATER WM-1 1,500 H 20 1 a 20 1 1,260 R RECEPT - MAIN HALL 22 23 REFRIQ - PREP 103 '850 K 20 1 C 20 1 1,080 9 REVERT - pAgry ROOMS 24 25 COFFEE - PREP 105 1,696 K 20 1 A 20. 1 900. R RECEPT - RESTROOMS,HALLJAN 26 27 MICROWAVE & RECEPT - PREP 105 1;200: K 20 1 13 20 1 1,000 G SERVER ROOM 28 29 EF41, 02 A os :896 11:4 20: 1 C. 20 1:250 -G FACP .30 31 WH -01 SECOND FLOOR:LEVEL 1.500 :14 at 1 A 2 748..8 PANEL EL :32 33 SPARE 20 1 8 _ - 1922. S -- 34 35 SPARE 20: 1 0 30 2 Z.500 G STACKEDWASHERIDRYER 36 37 WARE 20 1 A - - Z500 G --- 08 39 WARMING DRAWERS 674 K 20 2 8 30 2 2,250 WH WATER HEATER WH -1 40 41 - 674 K - C - 2250 WH -- 42 Total OaR0ected Load: .Ph A 6,156 VA 22 A Total Connected Load: Ph 6 7,262 VA 26 A Total Connected Load Ph C 4 220 VA 15 A Total Connected. Load:: 17.3 KVA Total Demand LoadI 38.5 KVA 49.0 AMPS 101.4. ANIPS Connected SOW Total Demand Demand Load a Loads (8) Loads Factor Lciad 22;500A1C G GeneralMon-Continuous) 5,250 484 5,734 100% 5,734 t. Lighting 0 500 500 125% 625 R Riaceptattes - to 10 KVA 1 SABO 0 10,000 .100% 10000 Accessates: over 101D/A 0 3(680 511% 1840 K Kitchen 7,094 0 7.094 65% 4,611 11 11 eatng 3,000, 0 3,000 100% 3,000 E4 Motors 2;824 1,680 4,304 100% 4$04 LL Largest Meter 0 0 0 125%. 0 \M1 ftteri-leater 4,500 Q 4,500 100% 4,500 C. Continuous General Load 1,500 0 1;500 125% 1,875 37,648 VA Z664V4 40,312 VA 36 ABS VA 52000 SERIES SURGE SUPPRESSION IN ADJACENT ENCLOSURE. METAL PIPE (1) #3/0 CU BONDING CONDUCTOR (1) #3/0 CU GROUNDING ELECTRODE CONDUCTOR TO MDB (1) #3/0 CU. (TYP.) CONCRETE ENCASED ELECTRODE - MIN. 20' LONG #4 BARE CU IN CONCRETE FOOTING/FOUNDATION 20'-0" 10 x 3/4" COPPER CLAD STEEL GROUND ROD - TYPICAL FOR (2) STRUCTURAL STEEL GROUNDING INSTALLATION SHALL BE IN ACCORDANCE WITH NEC ARTICLE 250 (MINIMUM OF 3 GROUNDING ELECTRODES ARE REQ(JIRED) GROUNDING DETAIL SCALE: NONE MAKE CONNECTION TO BUILDING STEEL TYP. 4 FANS NEW UTILITY CO. PAD MOUNTED TRANSFORMER TO UTILITY CO. PRIMARY VAULT ? SEE SITE PLAN, FAN 1 400HP FEEDER SCHEDULE cii ECK: TAG FEEDER (Cu) CONDUIT AMPERAGE (75t) 4#10, 1#10 GND SWBD. SBA LOAD CALCULATIONS LOUVER PANELS LOAD CALCULATIONS ( 30 > 4#6, 1#10 GND 1"C 65 ( 60 ) 4#2, 1#6 GND Connected Loads Sated Loads i8) ToIal Demand Loads Factor Dernend Load Dem add Load G General (Nan-Contlmmu CI 0 Genera (Non-Continacius) 0 100% 0 100% L Lighting 0 L 0 125°,1. 0 0. R Receptades -4010 KVA 0 00000) .0 100% 0 3040 0 mei 104D/A 0 0 50% 0 K Kitdiert 0 0 0 100% 0 Ilatthen ti Heating 0 wa% 0 100% 0 H '44 Whys 940,091) 9 940908 100% -940.900 IM Largest Motor 470,004 470,004 25% 117::591 WH WattsHester 0 0 9 tea% a 0 C CentizatonaCtoefei Load 0 Water Heater .0 125% 0 100% 0 1,410,01.2 VA I) VA 1,410,012 VA 150 1,0577509 VA:= 1273 kap, 125% 188 13,098 VA OVA MAKE CONNECTION TO BUILDING STEEL TYP. 4 FANS NEW UTILITY CO. PAD MOUNTED TRANSFORMER TO UTILITY CO. PRIMARY VAULT ? SEE SITE PLAN, FAN 1 400HP FEEDER SCHEDULE cii ECK: TAG FEEDER (Cu) CONDUIT AMPERAGE (75t) 4#10, 1#10 GND 1"C LOUVER PANELS LOAD CALCULATIONS ( 30 > 4#6, 1#10 GND 1"C 65 ( 60 ) 4#2, 1#6 GND 1-1/2"C COIF netted j_atads Stinted Loada 8) Tota t Deinaatt Laads :Facior Dem add Load 4#1/0 cu, 1#6 CU GND 1-1/2"C G Genera (Non-Continacius) 0 0 100% 0 ( 600> L Lighting 0 1680 0. 125% 0 3040 00000) 1.71 Recetlacieo -to 101WA 0 3040 0 100% 0 over 40 KVA 0 50% 0 K Ilatthen 0. 0 wa% 0 H Heating a 9 100% 0 M MOlets 12,948 12,948 100% 1 2048 1M La rgast MotOT 0 0 125% 0 va-L Water Heater 0 0 100% 0 C Gonlinuoys General Load 150 150 125% 188 13,098 VA OVA 13,006 mA 13,136 VA = /6 Amps MAKE CONNECTION TO BUILDING STEEL TYP. 4 FANS NEW UTILITY CO. PAD MOUNTED TRANSFORMER TO UTILITY CO. PRIMARY VAULT ? SEE SITE PLAN, FAN 1 400HP FAN 2 400HP 600/600 L (3000> 0 0 7__ 1 VFD 1 1 1 VFD 2 1 L L 0 FAN 3 400HP 600/600 1 j0/600 0 0 cD 0 0 ED CL 0_ N) tr) 0 01 0 CO - -‘- - - - 4- - ELECTRICAL SWITCHBOARD A 1600A, 480/277V, 3P1-1, 4W 55,000AIC 0 r 0 0 co FAN 4 400HP 0 ED ‘," 600/600 - - 1 VFD 3 1 1 VFD 4 1 L _1 0 0 0 a ur 0 3 laa 0 oo .4-I MD Ct 0 00 In 4-1 Cr% qj En Tk 1:1 0 r2 A 0" f..!,_` tg 07 • as '7' Od In 3 •=-1-4, g al DEETAIL. NOTES: PROVIDED BY OTHERS, INSTALLED BY ELECTRICAL CONTRACTOR. PROVIDE BROADBAND HARMONIC FILTER, MIRUS # AUHF-2300-480-60-D-E1, IN NEMA 3R ENCLOSURE, FILTER SHALL BE IEEE 519 COMPLIANT FOR VOLTAGE AND CURRENT DISTORTION. CONTACT MICHAEL BOND OF PERFORMANCE POWER CONCEPTS, BELLEVUE, WA. Pli. 425.638.0340 OR EMAIL mbonappcwo.com. LOUVER ACTUATOR PANELS 22,000AIC E- 1-T 1A,B,C,D1 1E,F,G,H1 1_ _1 1_ _1 0 re) re) °5 0�. o_ 1 ¢-- ----He.) <C re) if 0 \ :1/2 C \ , c.4 I 1&94 1 8 \ 1 cp 1 CD L 0 FILTER ELECTRICAL SWITCHBOARD B 1600A, 480/277V, 3PH, 4W 65,000AIC 0 0 0 PANEL P1 150A M.B. 0 ED 45KVA 480-120/208V STEPDOWN TRANFORMER EXPIRED 0 re) 0 0 N1 UJ 0 0 - CO 1 ED BOARD (MDB) (4 3000A, 80/277V, 3PH, 4W , IC SEE GROUND ROD DETAIL ( 0 .19tot ELECTRICAL ONE -LINE DIAGRAM NO SCALE FEB 1.1201Z c4EFAIRmiA Nov 0 1 zoio PERMIT CENTER ric`Th DESCRIPTION 0 DRAWN BY: FEEDER SCHEDULE cii ECK: TAG FEEDER (Cu) CONDUIT AMPERAGE (75t) 4#10, 1#10 GND 1"C 35 ( 30 > 4#6, 1#10 GND 1"C 65 ( 60 ) 4#2, 1#6 GND 1-1/2"C 115 ( 100 ) 4#1/0 cu, 1#6 CU GND 1-1/2"C 150 ( 150 > (2) 4#350kCMIL, 1#0 GND (2) 3"C 620 ( 600> (1600) (4) 4#600kCMIL, 1#4/0 CND (4) 4"C 1680 (8) 4#500kCMIL, 1#250kCMIL GND (8) 4"C 3040 00000) (3000> (8) 4#500kCMIL (8) 4"C 3040 FAN 2 400HP 600/600 L (3000> 0 0 7__ 1 VFD 1 1 1 VFD 2 1 L L 0 FAN 3 400HP 600/600 1 j0/600 0 0 cD 0 0 ED CL 0_ N) tr) 0 01 0 CO - -‘- - - - 4- - ELECTRICAL SWITCHBOARD A 1600A, 480/277V, 3P1-1, 4W 55,000AIC 0 r 0 0 co FAN 4 400HP 0 ED ‘," 600/600 - - 1 VFD 3 1 1 VFD 4 1 L _1 0 0 0 a ur 0 3 laa 0 oo .4-I MD Ct 0 00 In 4-1 Cr% qj En Tk 1:1 0 r2 A 0" f..!,_` tg 07 • as '7' Od In 3 •=-1-4, g al DEETAIL. NOTES: PROVIDED BY OTHERS, INSTALLED BY ELECTRICAL CONTRACTOR. PROVIDE BROADBAND HARMONIC FILTER, MIRUS # AUHF-2300-480-60-D-E1, IN NEMA 3R ENCLOSURE, FILTER SHALL BE IEEE 519 COMPLIANT FOR VOLTAGE AND CURRENT DISTORTION. CONTACT MICHAEL BOND OF PERFORMANCE POWER CONCEPTS, BELLEVUE, WA. Pli. 425.638.0340 OR EMAIL mbonappcwo.com. LOUVER ACTUATOR PANELS 22,000AIC E- 1-T 1A,B,C,D1 1E,F,G,H1 1_ _1 1_ _1 0 re) re) °5 0�. o_ 1 ¢-- ----He.) <C re) if 0 \ :1/2 C \ , c.4 I 1&94 1 8 \ 1 cp 1 CD L 0 FILTER ELECTRICAL SWITCHBOARD B 1600A, 480/277V, 3PH, 4W 65,000AIC 0 0 0 PANEL P1 150A M.B. 0 ED 45KVA 480-120/208V STEPDOWN TRANFORMER EXPIRED 0 re) 0 0 N1 UJ 0 0 - CO 1 ED BOARD (MDB) (4 3000A, 80/277V, 3PH, 4W , IC SEE GROUND ROD DETAIL ( 0 .19tot ELECTRICAL ONE -LINE DIAGRAM NO SCALE FEB 1.1201Z c4EFAIRmiA Nov 0 1 zoio PERMIT CENTER ric`Th DESCRIPTION 0 DRAWN BY: BN/SAS cii ECK: BAA NOTE5: PLOT DATE: 10-13-10 I J05 NO: 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 6 SHEET: z1 -OO Or: SHEETS OPSGRI TION ELEV. MACH. RM. ELEVATOR DETIAL NOTES: PROVIDE TELEPHONE LINE TO ELEVATOR AND DIAL TELEPHONE IN ELEVATOR MACHINE ROOM. MIN. 1"C. TO MAIN TELEPHONE TERMINAL BOARD. LOCATE PIT LIGHTS AND RECEPTACLES AS RECOMMENDED BY ELEVATOR CONTRACTOR. PIT LIGHTS TO BE NEMA 4X. PROVIDE HEAT DETECTORS IN ELEVATOR MACHINE ROOM AND ELEVATOR SHAFT -MAXIMUM 18" FROM SPRINKLER HEAD, LABEL "ELEVATOR CONTROL ONLY - DO NOT TEST". INTERCONNECT SHUNT TRIP DEVICE SUPPLYING ELEVATOR POWER WITH THESE DETECTORS. CONNECT FOR ELEVATOR RECALL. MOUNT ELEVATOR MAIN DISCONNECT IMMEDIATELY ADJACENT TO DOOR. PROVIDE CONTROL TRANSFORMER TO SUPPLY POWER TO HEAT DETECTORS & SHUNT TRIP, NEMA 1 ENCLOSURE. PROVIDE AUX, DRY CONTACTS FOR AUTOMATIC BACKDOWN FEATURE. COORDINATE REQUIREMENTS WITH ELEVATOR SUPPLIER. CAB LIGHTS AND FAN, EXACT LOCATION TO BE COORDINATED WITH ELEVATOR SUPPLIER. PROVIDE LOCKABLE TYPE DISCONNECTING MEANS IN MACHINE ROOM. LOUVER DAMPER. MAKE CONNECTION TO FIRE ALARM CONTROL PANEL TO OPEN ON ALARM, PER WAC 296-96-02570. COORDINATE LOCATION AND REQUIREMENTS WITH GENERAL CONTRACTOR. CNTRL, TRANSFORMER WITH PRI/SEC FUSING (480 OR 208) / 120V, 250VA SHUNT -TRIP DEVICE 3 -PH PWR i ELEV. PIT TOP OF SHAFT DAMPER ELEVATOR MAIN DISCONNECT AUX DRY CONTACTS ELEVATOR CONTROLLER ELEVATOR RECALL ELEV. LOBBY (TYPICAL) DEDICATED 12OV CIRCUIT TO FIRE ALARM PANEL CAB LTG TEL DED, 120V CKT. �► TO TTB r ELEVATOR POWER* EIRE ALARM WIRING DIAGRAM NO SCALE LTS. DED. 120V CKT. 0 hi �rn CI � 0 xx aa) au G.T.CPcsS44Pi- to CONDUCTOR LEGEND 24VDC MULTICONDUCTOR CABLE (ANIXTER P/N 323-321-2001 OR EQUAL), INSTALL IN CONDUIT AND TERMINATE PER EQUIPMENT MANUFACTURER'S DIRECTION. 24VDC MULTICONDUCTOR CABLE (ANIXTER P/N 60-1801-6 OR EQUAL), INSTALL IN CONDUIT AND TERMINATE PER EQUIPMENT MANUFACTURER'S DIRECTION. 24VDC SHIELDED TWISTED 2 CONDUCTOR CABLE, BELDEN # 9497 OR EQUAL. INSTALL IN CONDUIT AND TERMINATE PER EQUIPMENT MANUFACTURER'S DIRECTION. 24VDC SHIELDED TWISTED 3 CONDUCTOR CABLE, BELDEN # 9498 OR EQUAL. INSTALL IN CONDUIT AND TERMINATE PER EQUIPMENT MANUFACTURER'S DIRECTION. - - - CC LINK CABLE, BELDEN #1349A, 5 -CONDUCTOR DATA CABLE. INSTALL IN CONDUIT AND TERMINATE PER EQUIPMENT MANUFACTURER'S DIRECTION. ft 24VDC CABLE, INSTALLED BY EQUIPMENT MANUFACTURER. SOME FIELD TERMINATIONS MAY BE REQUIRED, PER EQUIPMENT MANUFACTURER'S DIRECTION. 480V POWER. REFER TO ONE -LINE DIAGRAM AND PLAN DRAWINGS FOR SIZE. 120V POWER. REFER TO PLAN DRAWINGS FOR SIZE. DETAIL NOTES: PROVIDED BY EQUIPMENT MANUFACTURER, INSTALLED BY ELECTRICAL CONTRACTOR. SEE PLAN DRAWINGS FOR LOCATIONS. 120V POWER 120V POWER I HATCH ❑ SENSORS ❑ INSIDE TEMP SENSOR OUTSIDE TEMP O SENSOR 120V POWER 2 FACP TEL. TERM. BD. ? PROVIDED AND INSTALLED BY EQUIPMENT MANUFACTURER. SOME FIELD TERMINATIONS MAY BE REQUIRED. REFER TO EQUIPMENT MANUFACTURER DIRECTIONS. GENERAL NOTES: 1. ALL CONDUCTORS SHALL BE RUN IN CONDUIT, UNLESS OTHERWISE NOTED. CONDUIT BY CONTRACTOR. 2. ALL 24VDC, CC LINK AND POWER CONDUCTORS SHALL BE RUN IN SEPARATE CONDUITS WITH 24IN. SEPARATION. 3. ALL 24VDC CONDUCTORS SHALL BE TERMINATED PER EQUIPMENT MANUFACTURER'S DIRECTION. ENT. DOOR J -BOX ENT. DOOR J -BOX REMOTE I/O EVIBRATION ❑ SENSORS HATCH SENSORS CQ O PLC 0. VIBRATION SENSORS L WIRELESS ROUTER CONSOLE FAN 1 FAN 2 400HP 400HP H H VFD 1 FAN 3 400HP FAN 4 400HP VFD 2 a VFD 3 VFD 4 SWITCHBOARD A SBA 480V POWER SEE ONE -LINE DIAGRAM SKYDIVING EQUIPMENT WIRING DIAGRAM NO SCALE SWITCHBOARD B SBB 7/7 ACTUATOR A BRAKE 2HP POT C ACTUATOR B BRAKE 2HP POT 0 0 ❑1 \-1/7 ACTUATOR C ACTUATOR D BRAKE 2HP POT BRAKE 2HP POT 0 LOUVER ACTUATOR PANELS A,B,C,D C 1 480V POWER SEE ONE -LINE DIAGRAM F 0 BRAKE 2HP ACTUATOR A 1 LOUVER ACTUATOR PANELS E,F,G,H POT BRAKE 2HP POT E ACTUATOR F 1 1 1 EXPEI FEB 11 2012 0 0 BRAKE 2HP POT BRAKE 2HP ACTUATOR G c ACTUATOR LofrA7-44fo ui9� RECEIV cITraFnlRinQLA Nuv 01 ?010 PERMIT CENTER CD O rei DRAWN BY: BN/SAS CHECK: BAA NOTES: PLOT DATE: 10-13-10 JOB NO: 1 009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 1 SHEET: E401 OF: SHEETS ROOFTOP UNIT SCHEDULE MARK .MFG MODEL RTU -0'1 RTU -02 CARRIER CARRIER 48HCOAO6BOA6 48HC OAO740A8 DEscR11vN GAS PACKAGED UNIT GAS PACKAGED UMT r CFM ESP MIN. OSA HEAT INPUT Hag CUTPUT AFUE 2,000 Z400. .ar we 44O -CFM •0:7" W 7�►.CFM 60.0 Mali: 60,D MSH 50,0 MBH $0:0 MBH 83;0% COOLING 57,5 MBH EER VOLTAGE MCA MOCP '12.45 ,"3.:0 MBH 12:00 460/60/3 480/60/3 14:B:AMPS 21.1 AMPS.. 15 AMPS 26 AMPS WEIGHT 710 LSS•MAX' 875 LB$ MAX ACCESSORIES 100% ECONOMIZER/RELIEF'ASSEMBLY& RA SMOKE DETECTOR 100*ECdN P.IM EL.IEF.A.....__.... R1Ft SSEAISII(& .ISA SMv . f» DETECTOR RTUJ-03: RTU -04 CARRIER CARRIER 48HC0A05B0A6 48H0DA04B0AE GAB PACKAGED UNIT GAS PACKAGED UNIT 1,500 1,200. ti.7"' Wci 200 CFM 0:riNC 300 CFM 60.0. MBH 60.0 MBH 50:0 MBH :a0;0'MBH 63,0%. 83:0% 40.B MBH 37:3. M8$ 1.3:00 460160(3 12:50 460/ew3 11.3 AMPS: 10.4:AMPS 155 AMPS 15 AMPS 690 LBS MAX 690 LBS MAX 100%' ECONOMIZER/RELIEF ASSEMBLY& RA'SMOKE DETECTOR tOQ% ECONOMIZER/RELJEFASSEMBLY& RASMOKE DETECTOR E)CHAUST FAN SCHEDULE MARK. MANUFACTURER MODEL DESORPTION GEM SP •VOLTAGE POWER WEIGHT AQCESSORE.S. CONTROL EF -01 GREENHECK (364814.: ROOF MOUNTED DOME FAN 4010 Or 115160/1 1/8 HP 58 LSS ? METAL CURB & BDp RUNSCOP'tUNUOUSLY•DURiNG OCCUPIED HOURS. EF42 GREENHECK G -101-A ROC 'MOUNTED DOME FAN 700. 0.5" 115/60/1 1/4 HP 43 LBS METAL CURB Sago RUNS CONTINUOUSLY DURING OCCUPIED HOURS AI R:CQNPITIONING UNIT SCHEDULE MARK MFG MODEL DESCRIPTION CFM CLGGPY SEER VOLTAGE' PIA MCA WEIGHT CONTROL WIRELESS EIJ-1 MITSUBISHI Ms-M)9WA WALL MOUNTED FAN COIL UNIT 261 NA NA 1/5160/1 O,95AMPS b 1:2 AMPS . M. 23 LBS 024 •MEPSUBSHI MU-A09WA OUTDOOR >CONDENSINGUNIT •NA. 9500BTUH 1300 115/80/1 TRIM T4,0 AMPS 78 Les NA ELECTRIC WALL HEATER. SCHEDULE MARK WH -91 MFG KING MOOEL DESCRIPTION PAW 1215 FAN FORCED WALL MOUNTED ELCTRIC HEATERR CFM 85 OUTPUT 250 WATTS VOLTAGE 11516011 WEIGHT 9 LBS CONTROL INTEGRAL THERMOSTAT GRILLES REGISTERS AND DirruSERS SCHEDULE MARK 80-1 MANUFACTURER OTUS MODEL TMR DESCRIPTION ROUND 0UGT MOUNTED'SURPLYAIR OF R SCE. 6" ROUND i REMARKS N0000 SD -2 TITUS 'EMR. ROUND DUCT MOUNTED :&UPPLYARDIFFUSER : '9" ROUND NOC BD SD -3 TITUS TMR ROUND DUCT MOUNTED:: SUPPLX'AR:.OFFUSER 10" ROUND NO.OBD 80;4 TITUS 35t DOUBLE DEEFLEC1TON SUPPLYARDFFUSER: 14xa NO 080 805 TITUS TMR SND DUCT MOUNTEDSUPPLY'AROFF ER: 1rROIJND NO OBD 1G-1 TRIM 23RL nag SLADETRANSFER GR1.LE 20x10 NOOBR ES -1 TITUS 360FL FIXED BLADE EXHAUST GRILLE 0)00 NOCOD. RO-1 1TTUs 23RL POW HLADE RETURN AR GRILLE AS INDICATED NOW CONTROLS SCHEDULE; MARK MANUFACTtf ft T HONEY1M1IELL .MCDEI 18iioq 'DES RIPTON .LOW VOLT CIE ELEC TROIN= PROGRAMMABLE THE1± STAT REMARK COORDII TATE MOUNT LOC.ATI013 Sir I14.AF.3CHEECTURE aaaretawoustal IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING IS NOT TO SCALE. DRAWING SYMBOLS -/-c.. INTAKE © T FD111100. CRD. CSFD. CH ED �ii►' r CO2 SENSOR TEMPERATURE SENSOR THERMOSTAT FIRE DAMPER CEIUNG RADIATION DAMPER CEIUNG SMOKE/FIRE DAMPER WALL MOUNTED FAN FORCED HEATER LOW VOLTAGE WIRING 24 MODULATING DAMPER ACTUATOR 2 -POSITION DAMPER ACTUATOR SUPPLY DIFFUSER RETURN GRILLE EXHAUST GRILLE NV INSULATED FLEXIBLE DUCT INSULATED RECTANGULAR DUCT BARE DUCT E? ROUND CONTROL DAMPER L; RECTANGULAR CONTROL DAMPER r�: BAROMETRIC RELIEF DAMPER 4'l1 GENERAL HVAC NOTES 1 THE FOLLOWING NOTES APPLY TO ALL MECHANICAL DRAWINGS. ADDITIONAL MECHANICAL NOTES MAY BE INDICATED ON EACH MECHANICAL DRAWING. 2 REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING LOUVERS, CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC. 3 REFER TO ARCHITECTURAL DRAWING FOR ROOM ELEVATIONS. LOCATE MECHANICAL DEVICES SUCH AS TEMPERATURE SENSORS, HUMIDISTATS, PANELS, ETC. SO THAT THEY DO NOT CONFLICT WITH GENERAL CONSTRUCTION (WAINSCOT, DOOR HARDWARE, ETC.) NOR WITH ELECTRICAL SYSTEM (LIGHT SWITCHES, SPEAKERS, OUTLETS, ETC.). 4 MECHANICAL DRAWINGS SHOW APPROXIMATE LOCATIONS FOR GRILLES AND DIFFUSERS. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF GRILLES, REGISTERS, DIFFUSERS, AND OTHER CEILING OR SURFACE MOUNTED DEVICES. INSTALL EQUIPMENT IN CONFORMANCE WITH ARCHITECTURAL FEATURES IN THE CENTER OF CEILING 'TILES, IN THE CENTER OF ROOMS, OR WHERE INDICATED ON ARCHITECTURAL DRAWINGS. WHERE EQUIPMENT IS NOT INDICATED ON ARCHITECTURAL DRAWINGS, OBTAIN DIRECTION FROM ARCHITECT PRIOR TO INSTALLATION. 5 SEE ARCH. DRAWINGS FOR EXACT SIZE AND LOCATION OF LOUVERS. COORDINATE EXACT SIZE OF ATTACHED DUCTWORK/PLENUM AND/OR MOTORIZED DAMPERS WITH ARCH. DRAWINGS. 6 GENERALLY DUCTWORK PLANNED TO BE AS HIGH AS POSSIBLE WITH PIPING ABOVE DUCTWORK AND BETWEEN LIGHT FIXTURES. ADJUST AS NECESSARY. 7 COORDINATE LOCATIONS OF MECHANICAL EQUIPMENT AND DUCTWORK TO PROVIDE CLEARANCES OVER LIGHTING FIXTURES FOR REMOVAL AND SERVICE ACCESS DUE TO EQUIPMENT MAINTENANCE. 8 ARRANGE HVAC EQUIPMENT SO THAT ACCESS CLEARANCES INDICATED BY DRAWINGS, REQUIRED BY CODES AND RECOMMENDED BY MANUFACTURER ARE PROVIDED. 9 REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL CHARACTERISTICS OF MECHANICAL EQUIPMENT (VOLTAGES, ETC). 10 ELECTRICAL CHARACTERISTICS OF' LISTED EQUIPMENT SHALL BE VERIFIED BY CONTRACTOR DURING SUBMITTAL PROCESS. ANY ELECTRICAL CHARACTERISTICS THAT DEVIATE FROM THOSE USTED SHALL BE IDENTIFIED BY THE CONTRACTOR. SUBMITTED TO THE ENGINEER FOR APPROVAL AND COORDINATED WITH DIVISION 16 PRIOR TO INSTALLATION OF EQUIPMENT AS REQUIRED TO PROPERLY SERVE EQUIPMENT. 11 DRAWINGS ARE SCHEMA -11C IN SOME AREAS AND MAY NOT SHOW OFFSETS WHICH MAY BE REQUIRED. PROVIDE OFFSETS AS REQUIRED AT NOT ADDITIONAL COST. 12 DUCTS AND PIPES INDICATED WITHOUT DIMENSIONS SHALL BE SIZED PER PRECEDING UPSTREAM DUCT AND PIPE SECTIONS. 13 DUCTWORK SIZES SHOWN ARE CLEAR INSIDE DIMENSION. 14 IF REQUIRED FOR INSTALLATION OF PIPES, DUCTS, AND EQUIPMENT, PROVIDE ADDITIONAL STRUCTURAL MEMBERS BETWEEN COLUMNS, JOISTS, AND STRUCTURAL FRAME TO MEET SUPPORT REACTIONS (FORCES, MOMENTS, DEFLECTIONS). 15 DO NOT CORE DRILL OR DRILL THROUGH BEAMS, COLUMNS, AND SHEAR WALLS, UNLESS INDICATED ON STRUCTURAL DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER. 16 PROVIDE A VOLUME DAMPER FOR EACH SUPPLY BRANCH, RETURN BRANCH (DUCTED ONLY), & EXHAUST BRANCH WHERE THREE CR MORE OPENINGS ARE ASSOCIATED WITH THE BRANCH, AND ELSEWHERE AS NOTED ON DRAWINGS OR IN SPECIFICATIONS. 17 DUCTWORK STATIC PRESSURE AND SEAL CLASS, BASED UPON SMACNA: 18 REFER TO WASHINGTON STATE NREC COMPLIANCE REQUIREMENTS ON DRAWING SCHEDULE SHEETS FOR ADDITIONAL MECHANICAL PROVISIONS 19 ECONOMIZERS ARE PROVIDED AT ROOF MOUNTED EQUIPMENT 20 SEAL DUCTWORK PER WSEC 1414.1 21 BALANCE HVAC SYSTEM PER WSEC 1416.3 22 COMMISSION HVAC SYSTEM PER WSEC 1416.4 23 PROVIDE COMPLETION/RECORD DRAWINGS PER WSEC 1416 24 THERMOSTATS SHALL BE INTERLOCKED TO PREVENT SIMULTANEOUS HEATING AND COOLING PER WSEC 1422, WSEC 1435. 25 INSULATE DUCTWORK PER WSEC TABLE 14-5 bi0e,X90 ABBREVIATIONS AC AIR CONDITIONING AD ACCESS DOOR AFC ABOVE FINISHED CEIUNG AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT BDD BACK DRAFT DAMPER BFC BELOW FINISHED CEIUNG BHP BRAKE HORSE POWER BTU BRITISH THERMAL UNIT CRD CEIUNG RADIATION DAMPER CFM CUBIC FEET PER MINUTE DIM DIMENSION D MPR ON DOWN DWG DRAWING EX EXISTING EAT ENTERING AIR TEMPERATURE EF EXHAUST FAN EFF EFFICIENT, EFFICIENCY EG EXHAUST GRILLE ELEC ELECTRICAL FH FARENHEIT FD ARE DAMPER FLR FLOOR FPM FEET PER MINUTE FT FEET, FOOT G GAS GR GRILLE HP HORSE POWER HR HOUR HTG HEATING HVAC HEATING, VENTILATION AND AIR CONDITIONING HW HOT WATER ID INSIDE DEMENSION IN INCH, INCHES INFO INFORMATION INSUL INSULATE, INSULATION JAN JANITOR KW KILOWATT KWH KILOWATT HOUR LAT LEAVING AIR TEMPERATURE LF UNEAL FEET LVG LEAVING MA MIXED MR MBH THOUSAND BRITISH THERMAL UNITS PER HOUR MAT MIXED AIR TEMPERATURE MAX MAXIMUM MECH MECHANICAL MFG MANUFACTURER MED MEDIUM MIN MINIMUM, MINUTE MISC MISCELLANEOUS N NORTH NA NOT APPLICABLE NTS NOT TO SCALE OSA OUTSIDE AIR OAT OUTSIDE AIR TEMPERATURE 00 OUTSIDE DIMENSION OPP OPPOSITE OV OUTLET VELOCITY PO PRESSURE DROP PERF PERFORATED PF PRE FILTER PH PHASE QTY QUANTITY RA REQD RET RG RPM RETURN AIR REQUIRED RETURN RETURN GRILLE REVOLUTIONS PER MINUTE SA SUPPLY AIR SCHED SCHEDULE SD SMOKE DETECTOR SF SUPPLY FAN SFD SMOKE/FIRE DAMPER S.1.0. SUPPLIED AND INSTALLED BY OWNER/ (OTHE SHT SHEET 'EXPIRED SP STATIC PRESSURE SPEC SPECIFICATION SR SUPPLY REGISTER SS STAINLESS STEEL STAT THERMOSTAT TEMP TD TEMP THRU TSTAT TYP UL UV UMC TEMPERATURE TEMPERATURE DIFFERENTIAL TEMPORARY THROUGH THERMOSTAT TYPICAL FEB 11 2012 UNDERWRITER'S LABORITORY A'q9 UNIT VENTILATOR �4»A'Q�LjjTq?� UNIFORM MECHANICAL CODFS ? 65 �44' 4 RECEIVED_ CITY OF TUKWILA NOV 01 2010 UP UNIFORM PLUMBING CODE UBC UNIFORM BUILDING CODE V VAC VDC VD VAC VAV VEL VOL VOLT VOLTS AC VOLTS DC VOLUME DAMPER VACCUM VARIABLE AIR VOLUME PERMIT CENTER VELOCITY VOLUME 0 DRAWN BY: JWH CHECK: NOTES: PLOT DATE: 1 0/ 13/20 I 0 JOB NO: 1009 J Z 1- J I� 0 U a co c ct rn a) cro 2 > allo E i rn co L v � cn O o E c co Li co J J w CO �i z Q W J Z I fl 62 2j 2 1-x-5 F-1 I --It MOco__ SHEET: M1 .0 1 Oh 5 HVAC SHEETS CAP OFF EXISTING GAS LINE AT THIS POINT AND MAKE READY FOR CONNECTION TO NEW • REMOVE EXISTING GAS PIPING ao 0 0 EXISTING GAS PACKAGED UNIT TO BE REMOVED EXISTING GAS PACKA( UNIT TO BE REMOVED LINNN_EXISTING HEAT PUMP UNIT TO BE REMOVED ROOF DEMO PLAN ED IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING 15 NOT TO SCALE. EXFIRE b to -trio SCALE: 1/8" = 1'0" Ya " = FEB 11 2012 SFA 4ppR Tq, 44 44 40i9s0 RECEIVED_ CITY OF TIIKKtinnLA NOV 0 11 [010 PERMIT CENTER 5' 0 5' 10' 15' 20' 25' n 8 N 0 DRAWN 5Y: ,11NQIH CHECK: NOTES: PLOT DATE: 10/13/2010 SOB NO: 1009 J Z_ Jc sol n N 07 o c� ill ID O N N E Zor2N8 0 L o 0 U C . , V1 g i -A p� U L N o~LL 6 �t E C c L . LLj II t V Z Et' z ° 2cow U illR8 o ov) o ©p_l z Qw o< I z4, 2 iii H 1- _,O W N LT -IF -4 03t2 H= MOm_ SHEET: M2.D 2OF: 5 HVAC SHEETS WH -01 14x6 UP AEN 107 10"0 KILO WIZ 10' IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING I5 NOT TO SCALE. SUPPLY AND RETURN PLENUMS UP TO R1U-04 ON ELEC RM ROOF 2 TYP Lail 11.710] ED'.'l MEMO RM 111 10"0 2 TIP 12"0 ELEV LOOBY 103 tL &c,.RS UP TO (:1J-01 AT RQOF tIv } I// 1 • 18xj�.4PtEI w UP -•T000RTU-1 ANUKT ROOF REGISTER 0"0 101 10"0 U1 14" ENTRY LOBE, `00 MMM:NW 10"0 12"0J 3 M=GR 10:. „7. FIRST FLOOR HVAC PLAN EXPIRE b 1OeX9t2 SCALE: 1/8" = 1'O" is " = 1'-0" FEB 11 2012 ft4Tq•pAM -040 17E-0 RECEIV CITY OF TUKWILA NOV 01 2010 PERMIT CENTER 5' 0 5' 10' 15' 20' 25' t` S N 0 DRAWN DY: Sint CHECK: NOTES: PLOT DATE: 10/ 13/20 I 0 SOB NO: 1009 tl (/) 0 a) CO 0 CO co N C c0 y r 0 8 O N N E `") 8 a0 ' L!) N 0 f0 r r 0) C CV co .-v a) E Ir u. c a E W O co J -J W 0 w o Lu z SHEET: M2.1 3OF: 5 HVAC SHEETS SQUARE 26 GA GALVANIZED "CAN" AT CEIUNG EXHAUST BRANCH DUCT TO GRILLE ALUMINUM EGG -CRATE EXHAUST GRILLE TYPICAL EXHAUST GRILLE DETAIL TYPICAL 1-1/2" GAS UNE AT ROOF TYPICAL MIRO MODEL 1.5 ROOF PIPING SUPPORT - SEE MANUFACTURER'S INSTRUCTIONS FOR FASTENING TO ROOF ROOF MOUNTED GAS PIPING SUPPORT DETAIL RTU -31 6x4 EXAUST DUCT SECTION A r SCALE: 1/8" - 1'0" IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING 15 NOT TO SCALE. existsi`lf roc4 WH -01 1XC1l i1.)1117 1'1 14x6 DUCT DN & UP TO EF -3 MEN 214 WOMEN 213H .......... 14x6 8'0 .fr111 - WOMEN 2131 1 1F?'.i11 r 110111 4 „AN.. 216 WAYE 215 6"0 3 TYP RH & RS UP AND DN SECTION A 'UM u('`L5t T Lic 18x16 DIf( AND ,�,.. TO TU -1 'I'. "/v'E AT ?ROOF202 I"AI. LWAY 2.03 •0 8'0 42 ROOF ■I 1 GAS PIPING U?' 1 01 a4 ON LOWER ; •_ROOF 0.4 L_1 es%• :KW' '1`, f GAS GAS` R 212 18x16 UP (2) TO RTU -2 AT ROOF 16 0 -••••••"N. 0 3 e 1 f/ MAIN HALL 210 y^ f FLi tr 10"0( N .a}.t.18 PLEN•SJMS -UP TO RTU -3 AT 'ROOF SUIT U' ■ 6x4 � I ��"I��� .•: Mi VY11-rEAm RM 1,/ ■1lLi�\■ 201 IRSO IPP• U.N.! /.S,/ i if IDA 3 TYP LA I1� ��411 WALL 206 102 6x4 Keg 17, 3RE.AK RM 200 M'xre» MPCVKVmWMY4ACWAVV<w.V (2) 12x18 PLENUMS UP TO RTU -3 AT 'ROOF 3 TYP fred- wwwwwww.w,vwv b 10- X96 Com, SECOND FLOOR HVAC PLAN SCALE: 1 • = 1•U• SCALE: 1 /8" = 1'0" " = 1-0" 5' 0 EXPIT'E ,FEB .11 2012 RFQ ts #9O1q O CITto Y OF TSU LA NOV 01 2010 PERMIT CENTER 5' 10' 15' 20' 25' N 0 0 N O DRAWN BY: JWH CHECK: NOTES: PLOT DATE: 10/ 13/201 0 JOB NO: 1009 14418 Cascade Drive SW N O o 07, N E O $ c N C o N co 0 - '� •-••• •—• G) Lir t a) o E c CLI O J -J W 0 021w tic z J C w Z= ES I- 0 -000 tu 0c°0 SHEET: M2.2 40F: 5 HVAC SHEETS ROOF CURB DETAIL LBG VENT GAS PIPING TO POINT OF CONNECTION AT METER GAS —C 1-1/2" GAS PIPING UP TO UPPER ROOF i 10 ROOF d.wee.................. ...._._....: Wfid.:.:.... `-,1" GAS PIPING -D -TO LOWER ROOF D 18x16 DN GAS 3 3 3 3 3 3 3 3 IP THESE SHEETS ARE NOT 24" X 36" THEN DRAWING 15 NOT TO SCALE. SEE SHEET M2.1 FOR HVAC EQUIPMENT MOUNTED ON THIS ROOF D N CONFIRM LOCATION AND e5r,Yr OF Or :N?NG PeR S V LLCO 7 0 PLBG RTU— „et, - 12x12 ' 12x12 DN 2 DN 1'1 y..,... .,..... .,...,......._... .4.4..4.4.., ti 4e ..... ................-...... ........_...... ............ .1 :><1 wwrwsxwrirWC$MMrerunwnPWSWMY V CrscYYawcxMM.Wirsnmarewnwrewrewr<wWww4rrnWxwn M/\Y•M�+AA/\MMM\M/J\M\MM4AY.MMi\WNu.\M1Iv W\•`.i\nN/•A.oI\MMiv\/V\M4/\^•' UPPER ROOF HVAC PLAN EXPIRED b to's-m(9 SCALE: 1/8" = 1'0" ya " =1-0" FEB 1.1 2012 RECEIVED CITY OF TI IKWILA NOV 01 7010 PERMIT CENTER 5' 0 5' 10' 15' 20' 25' @,N O DRAWN BY: JWH CHECK: NOTES: PLOT DATE: 10/ 13/2010 JOB NO: 1 009 14418 Cascade Drive SW 0) D NCO 00) (fig ' 0 E cN CCI r CO" C v•-• a) c 4) o E c V) LLI cb E ti-:, _ OM W m U.: L J LU r r4 O 0 03 O dH w I-4 x ,_,z<� I�—I : en o o _ SHEET: M2.3 5 OF: 5 HVAC SHEETS PLUMBING FIXTURE,SCIEDULE MARK MANUFACTURER MODEL DESCRIPTION SVZICPY DRAM) CONNECTION INKIERCONNECTION ELECTRICAL TRIM/ACCESSORIES REMARKS/ACCESSORES T-1 1•4 KOHLER KOHLER` K-11470 K-.2917 ADA WATER CLOSET C.OUNTERTCP LAVAVTORY 4;6 OPE NA 3" NOM.. 111/4" NOM, . 318" GW 318" HW & CW i NA NA K-4658 BREVIA SEAT KA 5423 4" CENTER SET FAUCET WHITE Wi-IT 1='- SA ELKAY BLR160C STAINLESS STEEL SN( 7-118".DEPTH 1*1'12" NOM.. :31PHW & CW NA LK022237AUCET SINGLE HOLE t14 HS -1 KOHLER WILLIAMS .1‘4904, ELFIN93460 VOCREQUS CHItA URINAL •3606):6 CORNER MOP SINK 'I:0 CPF NA Z NOM, 2' NOM., 3!4" 'C W 1/2" CW & HW 1£2"GiN&1I'W NA K40960 FLUSHO MME'TER T -10-V8 FAUCET, T-35 HOSE. AND WALL HOOK fix SWEATC17R.111RNVALVES Vi/t-ifTE PROV DE T40 MOP HANGER FIRE RATED ENCLOSURE WB -1 fiUVGRAY 12S WASHERCONNEC.TIONS'OX $'%6" 1412" WI -14 A0 SMITH' ECS -40.. ELECTRIC; WATHER HEATER 40OAL. NA 3/4" (2) tJ ti 45o WATT ELEMENT C, 24016O/1 FACTORY INSTALLED HEATER ELEMENT DP -1 D:P.2 ZOELLER ZOELLER 141-125 10426 SIMPLEX DEWMERING CONTROL.f?ANEL. SIMPLEX DEWATEIiP49 CONTROL. PANEEL. NA' NA NA NA k!A NA 115/6011: 111+16()14 PROVt* 3:FLCATS PROVIDE $:FLOATS MOUNT IN:JANIFORS RM 106 MOUNT IN JAN TARS RM 106. WP -1 WP -2 ZOELLER ZOELLER bOSE-MATE 151 DOSE -MATE 151 SUBMERSIBLE DEWATET6NO PUMP 5UBMERSIBLEpEWATt:R*JCxPump 29 GAL 0 20 PCH 2SGAL•2Okali 1-1/2" NPT iArtt4Pt NA 164 1/3 hp@115160"11 9fdip> 435/8011 P kOVIDE PUMP STAND MODAL'120.2421 PROVIDE PUIM'SSTANDMODEL:120-2424 SET IN COHGRETE BASK PROVIDED I3Y OTHERS -SET INCONCRETE BASINPROVIDEDEM E1 WATtmsmacALtuLATIONs PRIVATE QUA&i'IW INDIVIDUAL PUB.lC QUANTITY GENEF'AL .PUBLIC QUANTITY NEAVY USE OESCRIPTYQN .UNITS PER. PRIVATE WOIV:DUAL UNITS PER PUBLIC' GENERAL UMTS PER PUBLIO. HEAVY USE TOTAL UNITS (:75) HOT WATER 3; 0 0. BAR SINK 2,00` 2.00 0.00: 6:00' 4.50 [ 0 0 CLOTHESWASHER,, OOMES.TT 2:00 4:00 000. 2;00. 4.50 5 0 Q LAVATORY 100 1:00 1.00 500 3:75 fl 0 SERVICE SINK CtR MOP BASIN 2.00 3.130 43110 F 4.00 3.90 1 0 0: URINAL,. t:0 G€'F .3.00 4100 5:00 .100. 2.25 5 0 0 VVATER.CLQ$ET, 1.13 CRF,. QRAVt3?f TAI+]FC... 3M .2:0 3:60 1:6,OO 9.90 17 Tt7rAL F1XTURE.UNITS : 3t00 1500 PIPING LEGEND E --- EXISTING UNDERSLAB WASTE PIPING EXISTING VENT PIPING W NEW WASTE PIPING NEW VENT PIPING NEW GAS PIPING NEW POTABLE COLD WATER NEW POTABLE HOT WATER QOM GAS -CW —HW GASB IF THESE 5HEEfS ARE NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. GENERAL PLUMBING NOTES 1 THE FOLLOWING NOTES APPLY TO ALL PLUMBING DRAWINGS. ADDITIONAL NOTES MAY BE INDICATED ON OTHER DRAWINGS. 2 REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING LOUVERS, CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC. 3 REFER TO ARCHITECTURAL DRAWING FOR ROOM ELEVATIONS. LOCATE COMPONENTS AND FIXTURES SO THAT THEY DO NOT CONFLICT WITH GENERAL CONSTRUCTION (WAINSCOT, DOOR HARDWARE, ETC.) 4 MECHANICAL DRAWINGS SHOW APPROXIMATE LOCATIONS FOR PIPING AND PIPING COMPONENTS REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF DUCTS, UGHTS AND ARCHITECTURAL COMPONENTS OTHER CEILING OR SURFACE MOUNTED DEVICES. 5 GENERALLY DUCTWORK PLANNED TO BE TIGHT TO STRUCTURE W1TH PIPING BELOW DUCTWORK AND BETWEEN LIGHT FIXTURES. ADJUST AS NECESSARY. 6 PROVIDE ACCESS PANELS/DOORS IN DUCTWORK AS INDICATED IN DIVISION 15 FOR INSPECTION AND MAINTENANCE FOR ALL CONCEALED PLUMBING COMPONENTS. 7 ELECTRICAL CHARACTERISTICS OF LISTED EQUIPMENT SHALL BE VERIFIED BY CONTRACTOR DURING SUBMITTAL PROCESS. ANY ELECTRICAL CHARACTERISTICS THAT DEVIATE FROM THOSE USTED SHALL BE IDENTIFIED BY THE CONTRACTOR, SUBMITTED TO THE ENGINEER FOR APPROVAL AND COORDINATED WITH DIVISION 16 PRIOR TO INSTALLATION OF EQUIPMENT AS REQUIRED TO PROPERLY SERVE EQUIPMENT. 8 DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW OFFSETS WHICH MAY BE REQUIRED. PROVIDE OFFSETS AS REQUIRED AT NOT ADDITIONAL COST. 9 REFER TO PIPING DIAGRAMS AND DETAILS FOR REQUIRED FITTINGS, VALVES, ETC. FLOOR PLANS AND SECTIONS INDICATE EQUIPMENT LOCATIONS AND GENERAL PIPE ROUTING ONLY. 10 PIPES INDICATED WITHOUT DIMENSIONS SHALL BE SIZED PER PRECEDING UPSTREAM PIPE SECTIONS 11 DO NOT CORE DRILL OR DRILL THROUGH BEAMS, COLUMNS, AND SHEAR WALLS, UNLESS INDICATED ON STRUCTURAL DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER. 12 INSULATE PIPING PER WSEC, TABLE 14-6 DEMOLITION NOTES 1. REMOVE ALL EXISTING SANITARY WASTE PIPING BELOW PROPOSED NEW SPACE. EXISTING SANITARY WASTE PIPING SHALL BE TERMINATED AS INDICATED ON THE NEW CONSTRUCTION DRAWINGS AND MADE READY FOR CONNECTION TO NEW WASTE PIPING. 2. REMOVE ALL WASTE VENT PIPING IN THE EXISTING BUILDING WHERE THE NEW TENANT SPACE IS TO BE CONSTRUCTED 3. REMOVE EXISTING WATER LINES FROM THE AREA ABOVE WHERE THE NEW TENANT SPACE WILL BE CONSTRUCTED. MAKE READY EXISTING WATER LINES FOR CONNECTION TO NEW WATER SUPPLY PIPING AS INDICATED ON DRAWINGS. 4. SEE CML DRAWINGS FOR REVISIONS TO EXISTING WATER SERVICE TO BUILDING. 5. EXISTING 11GHTUNE ON PERIMETER OF BUILDING SHALL BE MODIFIED TO ACCEPT DEWATERING SERVICE PIPING FROM NEW PLENUM SPACE. VERIFY FIELD CONDITIONS AND SEE CIVIL DRAWINGS TO NOTE CHANGES IN THE TIGHTUNE AT THE NEW TENANT SPACE LOCATION. EXEI b 10— Zitos ED FEB 1,1 2012 34,94ckiTF A 44o /q11.44 $. 0 RECEIVED CITY OF TUKIARA NOV 0 7 ?010 PERMIT CENTER 0 0 N O DRAWN t3Y: JWH CHECK: NOTES: PLOT DATE: 10/ 13/20 I 0 JOB NO: 1009 FIRMITAS CONSULTING 14418 Cascade Drive SW co a) 07 C N 4, o 07 tp O U C co N E O N N r N co cp E 0 E 0 cr) w SHEET: P1.0 I OF: 4 PLUMBING SHEETS DISCONNECT /---ALARM LIGHT CONTROL PANEL (LOCATED IN JAN. RM 106 ON FIRST FLOOR) CONDUIT TO PANEL 2" FORCEMAIN TO STORM DRAIN PUMP (115 VAC — 6.0 AMPS) DEWATERING SUMP/PUMP DETAIL SCALE: NONE E -„,e,/, j't(9\IY+Ip/M..„...,Ff1^'�3J^.aG.C. "K.�S” ". 41.Y.it}bY„:Mrve.M.yn N.kaCbY.3.„ i E 2" UP TO _,N>cc HEIGHT OF' ADJACENTfRADE r- 2" FORD MAIN TO EXIS11NG1 BUILDING 11GHTUNE 2" FORCEMAIN (UNDERSLAB) 24x24 FLOOR SUMP ( (BY OTHERS) CO' :'4. e Ay1. Srit: OF ort.. 2" UP TO EIGHT OF ADJACENT GRADE POC 2" FORCEMAIN (UNDERSLAB) FIELD VERIFY EXISTING TlGH1LINE LOCATI9N AND SIZE rl.rr IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING 15 NOT TO SCALE. 24x24 FLOOR SUMP? (BY OTHERS) fr. r t PLENUM FLOOR PLUMBING PLAN (EXPIRED b 119--n& SCALE: 1/8" = 1'0" Ya " = 1'-0" ,FEB .11 2012 S�cp A ATATE lit Quifit 440 CITY OF TUKIMLA NOV 01010 PERMIT CENTER 5' 0 5' 10' 15' 20' 25' S N DRAWN 5Y: JWH CHECK: NOTES: PLOT DATE: 10/13/20 I 0 JOB NO: 1 009 0 Z_ co cn 151 N >o iii .di ? oNo EE Z ❑ CinN 8 O 1� N co Nil 0 CO . c, 41 - in Uait� my N • v N 1... o E 2 w CY W 0 4 Et:, O W m U xJ LU P4 t O Q fn Maj a> - Z J Immmi Z u-i0w I z ,_ ao �wriW N SIF-+ 03t2 1—I- MOco_ SHEET: P2.0 2 OF: 4 FLUMaING SHEETS c:- 15'-10" 7' 0 -/ 2'-7" CCIN_ HW& CW TO WH -1 WH -1 HS -1 METAL PLATFORM FOR WH -1 (FILLED WT. OF WH -1 IS 450 LBS) 3/4" RELIEF PIPING - 7ERMINATE 3" ABOVE HS -1 SECTION A: WH -1 SCALE: 1/4" = 10" 1/2" WATER LINE TRAP PRIMER 2" SS FLOOR DRAIN TRAP WITH PRIMER FLOOR DRAIN DETAIL SCALE: NONE EXISTING COLD WATER PIPING. FILED VERIFY ACTUAL LOCATION STAIR 108 POC 1"HW&CWUP, TO SECOND FLOOR 1• HW 1" CW 3L4 -"^'HW 4". r- '''' /WOS' %T.4$5 MEETING RM 111 1/2" HW j ` `"-11 /2" CW LEV. MACH. 104 M HA LWAY. T 109 E LEV LOBBY 103 ENTRY 'LOBBY 100 r.�rr,y M.� y �'syrtirr .y,,. REGISTER 101 FIRST FLOOR WATER SUPPLY PLAN SCALE: 1/8" — 1'0" EXISTING 4" SS FIELD VERIFY ACTUAL LOCATION STAIR 108 2" VENT UP 11 WCO MAC 1 HALPNA 1119 EV LOBBY 103 0 I 2" 13" roc IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING 15 NOT TO SCALE. ELEC. KITCHEN113 '� PREP 110 -1/2" V ---2" MEETING RM 111 p 1 L1 " .y y-s'ITRY LOBBY UP r 100 REGISTER 101 bio -n& FIRST FLOOR DRAIN & VENT PLAN SCALE: 1/8" = 1'0" " = EXPIRED FEB 1:1 2012 CITY OF 11 JKIMLA NOV 01 ?010 PERMIT CENTER 5' 0 5' 10' 15' 20' 25' 8 N O DRAWN DY: JWH CHECK: NOTES: PLOT DATE: 10/13/2010 JOB NO: 1009 0 c Cap 1 21-1 "T.Z rr^^ vJ QW SHEET: P2.1 30F: 4 PLUMBING SHEETS HS -1 'XMLInra roof U-1 JAN. 218 / 215 ER ` •:1 3 OFF10E v: 202 f,." • 3/4" HW 3/4" ' wwwwwwwwww.v..J.avt. eww•wwwwwwwwwwwww —1" HWYet-CW DN 1" HW 1" CW PAR"Y RM 212 13/4" HW 3/4" CW F MAIN HALL 210 ILIGHT PARTY RM !:a 211 7;77- r -LI :::%:::1.... ' w. WB -1 SUIT UP ! 205 1/2" HW 1/2" CW 1 CLASSROOM /// 208 1/2" fly/ 1/2" CW TEAM RM 201 tiffrs, 1L: M� d 20 �S 07 BREAK. RM 200 EDSECOND FLOOR WATER SUPPLY PLAN SCALE: 1/8" = 1'0" If THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING 15 NOT TO SCALE. 2" V FROM BELOW 3" DN 2" V FROM BELOW ""......{ 4r " /..,"MAIN HALL 7.r21.f.......,...., o"...,..\ ! C€ iAMBE . i 1-1/2" V 2" TEAM RM 201 BREAK RM 200 b1Oe1fl9 SECOND FLOOR DRAIN & VENT PLAN SCALE: 1/8" = 1'0" EXPIRE . FEB 112012 C48FE'vR1MLA NOV 012010 PERMIT CENTER SEPARATE no PERMIT AND APPROVAL REQUIRED 8 N 0 DRAWN at: JWH CHECK: NOTES: PLOT DATE: I O/ 13/20 I 0 JOD NO: 1009 J Z_ ^` W J Nco C -Jcno en J1 N g 07 N E Z°c�o�E` C ° ? N V 3 8 O w'Wm U v Ct • 0 .n ai CO - NCV V N �v a) e E1-€iL taa) eg E 2 di 1 0 E-+ 3�� He Oco_ SHEET: P2.2 4 of: 4 FLUMDING SHEETS REVISION HISTORY NOTES 14 & 16 ALTERED. SHEET SCALE 1.1 GENERAL ASSEMBLY NOTES: 1. THESE NOTES APPLY TO THE ASSEMBLY OF ALL COMPONENTS UNLESS OTHERWISE SPECIFIED ON A PARTICULAR ASSEMBLY DRAWING. 2. FOR COMPONENTS WITH LIFTING TABS, REVIEW THE INSTALLATION DRAWINGS BEFORE LIFTING THE COMPONENT. IN MOST CASES ANGULAR LOADING CANNOT BE APPLIED IN A CERTAIN DIRECTION, SO SPREADER BARS MUST BE USED. 3. DOW CORNING PAINTABLE SILICONE SEALANT (PRODUCT NUMBER 4045095) OR EQUIVALENT MUST BE USED TO SEAL ALL JOINTS AS INDICATED IN DRAWINGS TO PREVENT AIRFLOW LEAKS AND NOISE. 4. LOCTITE 2760 (NO SUBSTITUTES) MUST BE USED ON FASTENER THREADS AS INDICATED IN DRAWINGS TO PREVENT FASTENERS FROM BACKING OUT DUE TO VIBRATION AND/OR TO HELP PREVENT AIRFLOW LEAKS. FASTENER HEADS MUST BE CLEARLY AND PERMANENTLY MARKED TO INDICATE THE USE OF LOCTITE FOR INSPECTION PURPOSES. FOLLOW MANUFACTURER INSTRUCTIONS IF IT IS NECESSARY TO REMOVE A FASTENER SECURED BY LOCTITE. LOCTITE MUST NOT BE USED WHEN SAFETY WIRE IS SPECIFIED. 5. SAFETY WIRE IS SPECIFIED IN PLACE OF LOCTITE IN SOME INSTANCES AND MUST BE APPLIED PER INDUSTRY STANDARDS. IF UNSURE OF WHICH STANDARDS MAY APPLY, CONTACT SKYVENTURE FOR CLARIFICATION. LOCTITE MUST NOT BE USED WHEN SAFETY WIRE IS SPECIFIED. 6. DUE TO SHIMMING AND TOLERANCES, SOME BOLTS MAY REQUIRE ADDITIONAL FLAT WASHERS TO PREVENT THE NUT FROM JAMMING ON THE UNTHREADED PORTION OF THE BOLT. FULL THREAD ENGAGEMENT MUST STILL BE MAINTAINED. WHEN FULLY TORQUED, BOLTS SHOULD HAVE A MINIMUM OF TWO FULL THREADS EXPOSED PAST THE NUT. 7. TORQUE ALL BOLTS TO VALUES INDICATED IN TORQUE TABLE. ALL VALUES ARE SPECIFIED FOR DRY (UNLUBRICATED) SURFACES. ADJUST TORQUES LOWER APPROPRIATELY IF SURFACES ARE LUBRICATED. BEFORE APPLYING TORQUE TO ANY FASTENER, ALL THREADS MUST BE CLEAN AND FREE OF BURRS. IF 5/8-11 OR 3/4-10 BOLTS ARE USED ON ANY FIBERGLASS COMPONENT, USE LOCTITE 242 IN ADDITION TO THE LISTED REDUCED TORQUE. 8. ANY FIELD WELDING NOT SPECIFIED ON THE ASSEMBLY DRAWINGS MUST BE APPROVED BY SKYVENTURE ENGINEERING PRIOR TO WELDING. 9. ALL WELDS AND GROUND SURFACES MUST BE COATED WITH RUST INHIBITIVE PRIMER. 10. SEAL ALL RIVETS & HOLES IN STAGING AREA (SA) ROOF AND ELSEWHERE IN FLIGHT CHAMBER (FC). THIS INCLUDES HOLES USED FOR LIFTING FIXTURES. FIBERGLASS COMPONENT ASSEMBLY NOTES: 11. THERE ARE FOUR UNIQUE FIBERGLASS COMPONENTS (SIX COMPONENTS TOTAL) IN THIS WIND TUNNEL. THEY ARE THE PRIMARY DIFFUSER (PD), 2X INLET TRANSITION DUCT (ITD), 2X OUTLET TRANSITION DUCT (OTD) AND INLET CONTRACTOR (IC). FOR SHIPPING PURPOSES, EACH OF THESE COMPONENTS IS DIVIDED INTO MULTIPLE SECTIONS/PETALS. 12. THE ASSEMBLY PROCEDURE FOR EACH FIBERGLASS COMPONENT IS VERY SIMILAR. REFER TO THE INDICATED INSTALLATION DRAWINGS AND THE NOTES BELOW TO ASSEMBLE EACH COMPONENT. PD: 206-039-1705 & 206-039-1805; ITD: 206-039-1707 & 206-039-1807; OTD: 206-039-1709 & 206-039-1809; IC 206-039-1714 & 206-039-1814. 13. THE FIBERGLASS SECTIONS MAY DIFFER SLIGHTLY FROM THE PICTURES IN THE INSTALLATION DRAWINGS. 14. THE INSIDE (FLOWPATH) SURFACES ARE CRITICAL. THE JOINTS MUST BE AS SMOOTH AND CONTINUOUS AS POSSIBLE. 15. APPLY A CONTINUOUS BEAD OF SILICONE SEALANT TO ALL MATING FLANGES, THEN ALIGN AND BOLT THE SECTIONS TOGETHER USING 5/16-18 ZINC PLATED GR. 5 BOLTS AND NUTS WITH FLAT AND LOCK WASHERS (PROVIDED BY FIBERGLASS MANUFACTURER). USE ONE FLAT WASHER ON EACH SIDE OF THE FLANGES FOR EACH BOLT. FLANGE THICKNESS MAY VARY FROM COMPONENT TO COMPONENT, SO THE MANUFACTURER MAY PROVIDE MULTIPLE BOLT LENGTHS. BE SURE TO PROPERLY MATCH THE BOLTS WITH THE COMPONENTS (SEE NOTE 6). 0216. THE ITD AND OTD HAVE ALUMINUM TRIM PROVIDED TO COVER CRITICAL JOINTS. REFER TO THE APPROPRIATE INSTALLATION DRAWING FOR PROPER LOCATION OF TRIM, EACH PIECE OF ALUMINUM TRIM SHOULD BE INSTALLED IN A BED OF SILICONE WITH COUNTERSUNK COARSE THREAD SCREWS (ALSO INSTALLED IN SILICONE). SCREW SPACING SHOULD NOT EXCEED 12 INCHES. ONCE AFFIXED, THE PARTS SHOULD BE FAIRED IN USING ALUMINUM TAPE, NASHUA PRODUCT NUMBER 322. Ex iRE FEB 112012 1— REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2ui1 City of Tukwila BUILDING DIVISinnl D(0-19(0 RECEIVED CITY 4F TI JIC IIfLA NOV 0 12010 01/21/08 02 01/14/08 01 TORQUE TABLE DATE ISSUE/REVISION STANDARD FIBERGLASS BOLT SIZE GRADE TORQUE (FT -LBS) TORQUE (IN -LBS) TORQUE (FT -LBS) SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. 1/4-20 5 10 120-125 DRAWN BY: ws CHECKED BY: JW 5/16-18 5 18-20 216-240 3/8-16 5 30-35 360-420 JOB NUMBER 206-039 1/2-13 5 75-80 1/2-13 8 115-120 GENERAL ASSEMBLY NOTES 5/8-11 5 150-155 115-120 3/4-10 5 250-260 115-120 1701 l OF l SHEET NUIvMBEit NOTES: 1. SEE DRAWING NO. 206-039-1701 (GENERAL ASSEMBLY NOTES) FOR ADDITIONAL ASSEMBLY REQUIREMENTS. 2. THE CABLE FLOOR (CF) WILL SIT ON A STRUCTURAL STEEL OCTAGON (BY OTHERS). THE FLIGHT CHAMBER (FC) AND STAGING AREA (SA) WILL SIT ON TOP OF THE CF. THE OUTER RADIUS OF THE SA WILL ALSO BE SUPPORTED BY STRUCTURAL STEEL (BY OTHERS). THE INLET CONTRACTOR (IC) WILL HANG FROM THE BOTTOM OF THE CF. 3. USE THE PRE-EXISTING DOWEL PINS FOR ALIGNMENT. ALIGN AN BOLT THE TWO WELDMENT SECTIONS (ITEMS 1 & 2) TOGETHER. TAKE CARE TO ALIGN THE TOP AND THE INSIDE SURFACES OF THE WELDMENT SECTIONS (SEE VIEW 2), THEN FASTEN THE CONNECTOR PLATES (ITEM 5 & 6) TO THE INSIDE OF THE BOTTOM PLATE OF THE WELDMENT WITH FASTENERS AS NOTED BELOW. 4. TO PREVENT DAMAGE TO THE CABLE FLOOR, THE REMAINING COMPONENTS WILL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION IS COMPLETE AND THE UNIT IS READY TO BE COMMIISSIONED. THE PROCEDURES ARE LISTED BELOW. CABLE FLOOR ASSEMBLY DURING COMMISSIONING: A. INSTALL THE AIR DEFLECTOR PER DETAIL "B" ON SHEET 2. B. INSTALL THE UHMW CABLE SUPPORTS (ITEM 28) AS SHOWN IN DETAIL "A" ON SHEET 2. THEY WILL FIT OVER THE VERTICAL SUPPORTS AROUND THE INSIDE PERIMETER. THE CABLE SUPPORT COMES IN 10 FOOT LENGTHS AND WILL NEED TO BE CUT TO LENGTH TO ENSURE THAT NO CABLES WILL REST ON A JOINT BETWEEN TWO PIECES. THERE WILL BE 3 PIECES REQUIRED PER WELDMENT SECTION. C. INSTALL CABLE BEARINGS (ITEM 4) AS SHOWN IN DETAIL "B". THREAD STUDS INTO PRE -THREADED HOLES AND SLIDE BEARING OVER STUDS. D. INSTALL CABLES PER SHEET 3. E. FASTEN THE THRESHOLD PAD (ITEM 3) TO THE DOORWAY LEDGE USING FASTENERS AS NOTED BELOW. F. INSTALL THE FOAM SEAL (ITEM 29) TO THE COVER LEDGES OF THE CABLE TRAY. USE THINEST MATERIAL THAT WILL SEAL STILL ENSURING OVER IS FLUSH WITH TOP OF CABLE TRAY. PREPARE THE PAINTED SURFACES BY SANDING WITH A LIGHT GRIT SAND PAPER. REMOVE ALL DIRT, GRIT AND OIL BY CLEANING WITH ALCOHOL. ALLOW THE SURFACES TO DRY COMPLETELY. ALIGN THE SEALS ALONG THE INSIDE EDGE OF EACH LEDGE AS SHOWN IN DETAIL "B". CUT ALL RADIAL PIECES A LITTLE LONG TO ENSURE AN AIR TIGHT SEAL IN THE CORNERS WHEN COVERS ARE INSTALLED. INSTALL EACH COVER IMMEDIATELY FOR A MINIMUM OF 1 HOUR (SEE NOTE 5G) TO ALLOW THE ADHESIVE TO BOND. G. INSTALL THE ALUMINUM CABLE ACCESS COVERS (ITEMS 7-15) USING FASTENERS AS NOTED IN VIEW 2. 46> COVERS SHOULD BE FLUSH WITH THE TOP OF THE CABLE FLOOR WHEN INSTALLED. ADHESIVE SEAL THICKNESS MAY NEED TO BE ADJUSTED (FROM 1/2") TO 3/8" OR LESS TO ACHIEVE THE FLUSH CONDITION. ALIGN, BOTH SIDES REVISION HISTORY SHEET 3 ADDED. NOTES & BOM ALTERED SHEET SCALE 1:16 TWO POSSIBLE DOOR POSITIONS. ONLY ONE WILL BE PRESENT. USE 1/4-20 X 3/4 SCREWS (ITEM 21) TO ATTACH PAD TO WELDMENT USE 3/4-10 BOLTS AND WASHERS (ITEMS 18 & 19) WITH LOCTITE 2760 (ITEM 27)TO ATTACH EACH CONNECTOR PLATE (TEMS 5 & 6) TO THE WELDMENT SECTIONS (ITEMS 1 & 2). SEE NOTE 3 AND VIEW 2 FOR INSTRUCTIONS ON ALIGNMENT. VIEW 1 COVERS REMOVED FOR CLARITY .6> 34 33 32 31 30 A/R 1032 344 344 344 -- • VIEW 2 DETAIL B SEE SHEET 2 CABLE, .093 DIA, 2400FT COPPER FERRULE WASHER, DISHED USE 3/8-16 X 1 FLAT HEAD SCREWS (ITEM 20) TO SECURE COVERS TO WELDMENTS EXED FEB .1;12012 SPRING, MCMASTER/CARR P/N 96570K13 WASHER, 1.25 THK. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18'[ul1 City of Tukwila BUILDING DIVISION STEEL CN QLoOco0 Z o ct vi �� o0W YJ1'r DJ MNy J0J OJ CD 0W�X z W 1— tn u›; Z 29 6 FOAM, CLOSED CELL, EXTRA SOFT, ADHESIVE BACKED, 1/2" THCK X 3/4" WIDE X 25FT LONG, MCMASTER #8512K56 28 5 EXTRUSION, CLIP ON, UHMW, 1/8" X 3/8" CHANNEL, 21/64" X 1/2" OVERALL, 10 FT LONG, US PLASTICS #49460 UHMW 27 A/R THREAD LOCKER, HIGH STRENGTH, LOCTITE 2760 (NO SUBSTITUTES) 26 A/R THREAD LOCKER, MED STRENGTH, LOCTITE 242 (NO SUBSTITUTES) 25 6 NUT, 1/4-20, HEX HEAD SS 24 12 WASHER, 1/4, LOCK, SPRING TYPE SS 23 12 WASHER, 1/4, FLAT SS 22 6 SCREW, 1/4-20 X 1/2, BUTTON HEAD, HEX SS 21 4 SCREW, 1/4-20 X 3/4, BUTTON HEAD, HEX SS 20 61 SCREW, 3/8-16 X 1, FLAT HEAD, 82°, HEX SS 19 20 WASHER, 3/4, STRUCTURAL, FLAT, GALVANIZED STEEL F436 01/21/08 02 18 20 BOLT, 3/4-10 X 1 1/4, HEX HEAD, ZINC PLATED STEEL GR 8 01/18/08 0I 17 3 206-039-0207-02 CABLE FLOOR, AIR DEFLECTOR ANGLE CLIP DATE ISSUE/REVISION 16 1 206-039-0207-01 CABLE FLOOR, AIR DEFLECTOR PLATE 15 1 206-039-0205-09 CF COVER 9, ASSEMBLY 14 1 206-039-0205-08 CF COVER 8, ASSEMBLY 13 1 206-039-0205-07 CF COVER 7, ASSEMBLY 12 11 10 9 1 1 1 2 206-039-0205-06 206-039-0205-05 206-039-0205-04 206-039-0205-03 CF COVER 6, ASSEMBLY CF COVER 5, ASSEMBLY CF COVER 4, ASSEMBLY CF COVER 3, ASSEMBLY 8 2 206-039-0205-02 CF COVER 2, ASSEMBLY 7 2 206-036-0205-01 CF COVER 1, ASSEMBLY SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JW CHECKED BY: ws JOB NUMBER 206-039 6 2 206-039-0204 CF SMALL CONNECTOR PLATE 5 2 206-039-0203 CF LARGE CONNECTOR PLATE 4 16 206-036-0202 CF CABLE BEARING, ASSEMBLY RECEIV CITY OF TU (MLA 3 1 206-039-0206 CF DOOR THREASHOLD PAD 2 1 206-039-0201-27 CF WELDMENT, SPECTATOR SIDE SECTION NOW 01 2010 STEEL A36 STEEL A36 PERMIT CENTER CABLE FLOOR ASSEMBLY 1 1 206-039-0201-28 CF WELDMENT, STAGING AREA SIDE SECTION ITEM NO. QTY. PART NUMBER DESCRIPTION MATER IAL GRADE BILL OF MATERIALS 1702 1 OF 3 SHEETNUMBa (8) (E) (C) PREPARE THE PAINTED SURFACES BY SANDING WITH A LIGHT GRIT SAND PAPER. REMOVE ALL DIRT, GRIT AND OIL BY CLEANING WITH ALCOHOL. ALLOW THE SURFACES TO DRY COMPLETELY. ALIGN THE SEALS ALONG THE INSIDE EDGE OF EACH LEDGE FOR EACH COVER. CUT ALL RADIAL PIECES A LITTLE LONG TO ENSURE AN AIR TIGHT SEAL IN THE CORNERS WHEN COVERS ARE INSTALLED. INSTALL EACH COVER IMMEDIATELY FOR A MINIMUM OF 1 HOUR (SEE NOTE 5G) TO ALLOW THE ADHESIVE TO BOND. INSIDE EDGE 1 STUDS WILL BE PRESENT DETAIL B TYPICAL COMPONENT LAYOUT EXPLODED VIEW SCALE: 1 : 4 VIEW ROTATED FOR CLARITY (A) (A) USE 1/4-20 X 1/2 SCREWS AND WASHERS (ITEMS 22,23,&24) WITH LOCTITE 242 (ITEM 26)TO ATTACH PLATE TO BRACKTS USE 1/4-20 WASHERS AND NUTS (ITEMS 23,24425) WITH LOCTITE 242 (ITEM 26) TO ATTACH BRACKETS TO CF REVISION HISTORY NO REVISIONS THIS SHT. SHEET SCALE 1:32 DETAIL A SCALE 1 : 2 (B) VERTICAL SUPPORT VIEW ROTATED FOR CLARITY FAIRING REMOVED FOR CLARITY bi 0-A96 EXPI ED FEB 1:1 2012 REVIEWED CODE COMPLANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY QF TUKiMLA NOV 01 1010 PERMIT CENTER SKYV,ENTURE 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JW CHECKED BY: ws JOB NUMBER 206-039 CABLE FLOOR ASSEMBLY 1702 2 OF 3 SHEET NUMBS{ NOTES: 1. SEE DRAWING NO. 206-039-1701 (GENERAL ASSEMBLY NOTES) FOR ADDITIONAL ASSEMBLY REQUIREMENTS. 2. REFERENCE CABLE INSTALLATION SUPPORT MEMO FOR DETAILED SPRING INSTALLATION INFORMATION. ISO VIEW SOME COVERS HIDDEN FOR CLAIRITY ISO VIEW - TYPICAL SPRING/CABLE CONNECTION DETAIL B SCALE 1 : 4 b Oaa REVISION HISTORY NEW SHEET, FERRULES ADDED SHEET SCALE 1:32 EXPIRE .FEB .1.1 2012 REWED CODE COMP LANCE APPROVED MAR 18 2u11 City of Tukwila BUILDING DIviclnif CITY OF TIUKWILA NOV 01 2010 PERMIT CENTER W z 01/21/08 02 01/18/O8 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JW CHECKED BY: WS JOB NUMBER 206-039 CABLE FLOOR ASSEMBLY 1702 30F3 SHEET NUMBER NOTES: 1. NO ASSEMBLY REQUIRED 0 D 0 0 EXPIRED FEB 1 1 2012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1820111 City of Tukwila BUILDING DIVISInPJ CIT YOF IS A NOV 072010 PERMIT CENTER SHEET SCALE 1:16 Q2O^ O 0 Z� ' o/ � 'a 11:12o')�N J - } 4r t? b Z W ^ X th 5 z D 01/21/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is riot to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED BY: JW JOB NUMBER 206-039 FLIGHT CHAMBER ASSEMBLY 1703 1 OF 1 SHE( NUMBER NOTES: 1. SEE DRAWING NO. 206-039-1701(GENERAL ASSEMBLY NOTES) FOR ADDITIONAL ASSEMBLY REQUIREMENTS. A DETAIL C SCALE 1 : 8 DETAIL B SCALE 1 : 8 REVISION HISTORY NOTE & BOM ALTERED CORRECTED DETAIL "A" VISUALLY, CHANGED COTTER PIN P/N. ADDED BOM ITEMS 10, 11 & 12. ADDED DETAIL VIEW "C". 03 DETAIL A 03 SCALE 1 : 4 TOP SKIN HIDDEN FOR CLAIRITY 12 4 11 4 ATTACH BUMPERS (ITEMS 1 & 2) USING 5/16-18 X 1.75" THREADED ROD AND BINDING BARRELS (ITEMS 7&8). APPLY LOCTITE (ITEM 9) TO THREADS OF ROD . SECTION THRU BUMPER SCALE 1 : 2 WASHER, 3/4, SAE, FLAT, ZINC PLATED BOLT, 3/4-10 X 1 1/4, HEX HEAD, ZINC PLATED EXP I E FEB .1,1 2012 — REVIEWED CODE COMPLIANCE APPROVED MAR 18 'cull City of Tukwila BUILDING DIVISION, STEEL STEEL 10 1 206-039-0411 CONTROL TABLE FRAME WELDMENT SS HD GR 5 304 SHEET SCALE 1:32 07/01/08 03 01/22/08 02 01/17/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the properly rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. 9 A/R THREAD LOCKER, MED STRENGTH, LOCTITE 242 (NO SUBSTITUTES) DRAWN BY: WS CHECKED BY: JW 8 23 5/16-18 X 1.75 FULLY THREADED ROD, ZINC PLATED, MCMASTER P/N 95475A588 STEEL 7 46 6 2 BINDING BARREL, 5/16-18 X 1, ZINC PLATED, MCMASTER P/N 90216A350 STEEL COTTER PIN, MCMASTER #98401A483 OR EQUIVALENT SS 18-8 JOB NUMBER 206-039 5 2 4 3 2 CLEVIS PIN, MCMASTER #92390A387 OR EQUIVALENT SS 18-8 2 PIN, QUICK RELEASE, MCMASTER #98700A493 OR EQUIVALENT 2 HSPB6405-12 115 VAC DOOR ACTUATOR, DUFF NORTON 1 206-039-0407-02 TOP BUMPER 1 2 206-039-0407-01 SIDE BUMPER ITEM NO. QTY. PART NUMBER DESCRIPTION SS FtECEIV ern OF TLIKVVILA NJV 012010 18-8 PERMIT) t GRADE STAGING AREA ASSEMBLY BILL OF MATERIALS 1704 1 OF 1 SHEET NUMBER NOTES: 1. SEE DRAWING NO. 206-039-1701(GENERAL ASSEMBLY NOTES) FOR ADDITIONAL ASSEMBLY REQUIREMENTS. 2. EACH QUADRANT OF THE FIBERGLASS PRIMARY DIFFUSER (PD) IS CONSTRUCTED FROM THREE INDIVIDUAL SECTIONS, A CORNER SECTION (ITEM 1), AND TWO SIDE PANELS (ITEMS 2 &3) TOTALING 12 SECTIONS IN ALL. THE POSITION OF ALL SECTIONS SHOULD BE PRE -LABELED AND THE SECTIONS SHOULD BE ASSEMBLED ACCORDINGLY. THE SECTIONS MUST BE SHIMMED APART AT THE BOTTOM DURING ASSEMBLY. THIS CREATES A LARGER INNER DIAMETER TO ENSURE CLEARANCE WITH THE SKINNING SYSTEM EXTENDING ABOVE THE FLIGHT CHAMBER DURING INSTALLATION. USE SHIMS AT THE BOTTOM OF EACH OF THE 12 INTERFACES TO CREATE A 1/8" GAP, MINIMUM, BETWEEN THE BOTTOM FLANGES OF EACH SECTION. ONCE THE PD IS IN PLACE, THE NECESSARY FASTENERS WILL BE LOOSENED, THE SHIMS WILL BE REMOVED, ANY FASTENERS THAT COULD NOT BE INSTALLED BECAUSE OF SHIMMING WILL BE INSTALLED, AND ALL FASTENERS WILL BE TORQUED. 4. THE GENERAL ASSEMBLY NOTES (206-039-1701) SPECIFY THAT ALL JOINTS MUST BE SEALED WITH SILICONE SEALANT AND THAT ALL FASTENERS MUST BE TORQUED. DO NOT APPLY SEALANT TO ANY SURFACES OR JOINTS THAT ARE SHIMMED APART AND DO NOT TORQUE BOLTS (IF THEY ARE PRESENT) IN THE AREAS AFFECTED BY SHIMMING. THE JOINTS WILL BE SEALED AND THE BOLTS TORQUED DURING INSTALLATION OF THE PD. 5. BRACE THE FIBERGLASS PANELS WITH WOOD AND/OR STRAPS TO PREVENT BOWING OR SAGGING DURING ASSEMBLY. 6. ASSEMBLY INSTRUCTIONS: A. BE SURE TO CONFORM TO NOTE 3 FOR STEPS "B", "0", AND "D". B. USING THE FASTENERS IDENTIFIED IN THE EXPLODED VIEW, ASSEMBLE ONE EACH OF THE SIDE PANELS (ITEMS 2 & 3) TO A CORNER SECTION (ITEM 1) TO FORM A QUADRANT. INSTALL STIFFENERS (ITEMS 5 & 6) ON EACH SIDE OF JOINTS. C. AFTER ALL FOUR QUADRANTS HAVE BEEN ASSEMBLED, ASSEMBLE TWO OF THE FOUR QUADRANTS TO FORM EACH HALF OF THE PD. INSTALL STIFFENERS (ITEMS 7 & 8) ON EACH SIDE OF THE JOINT. D. FINALLY, ASSEMBLE THE TWO HALVES TO COMPLETE THE PD. INSTALL STIFFENERS (ITEMS 7 & 8) ON EACH SIDE OF JOINTS. E. INSTALL THE TOP FLANGE STIFFENERS (ITEM 9) USING THE FASTENERS NOTED IN DETAIL "A". THIS WILL PROVIDE ADDITIONAL SUPPORT TO THE PD AS IT IS SET IN PLACE. AFTER THE PD IS SET IN PLACE, THE BOLTS WILL BE REMOVED TO ALLOW FOR INSTALLATION OF THE PD SEAL. IF THE PROVIDED FASTENERS ARE TOO LONG TO SECURELY FASTEN THE TOP FLANGE STIFFENERS, SHORTER BOLTS MAY BE SUBSTITUTED OR EXTRA WASHERS MAY BE USED TO TEMPORARILY SECURE THE STIFFENERS. PLEASE NOTE THAT ALL OF THE TOP FLANGE STIFFENERS MUST BE SECURELY FASTENED TO THE PD PRIOR TO LIFTING THE ASSEMBLY. INSTALL THE SUPPORT BRACKETS (ITEM 4) AT THE LOCATIONS SHOWN USING THE FASTENERS NOTED IN DETAIL "B". IT MAY NOT BE POSSIBLE TO FULLY INSTALL THE SUPPORT BRACKETS WHILE THE PETALS ARE SHIMMED APART. AT A MINIMUM, BRACKETS MUST BE BOLTED ALONG ONE SIDE SO THAT THEY ARE ATTACHED TO THE STRUCTURE. IF THE SUPPORT BRACKETS CANNOT BE FULLY INSTALLED, INSTALLATION MUST BE COMPLETED AFTER THE SHIMS HAVE BEEN REMOVED DURING INSTALLATION. WHEN THE SUPPORT BRACKETS ARE PROPERLY INSTALLED, THE BOTTOM SURFACE (LOAD BEARING) WILL BE PARALLEL TO THE BOTTOM PLANE OF THE DIFFUSER. ENSURE FLOW PATH AT THE TOP OF THE DIFFUSER ASSEMBLY IS SQUARE. CHECK THE DIAGONAL DIMENSIONS AND ADJUST THE ASSEMBLY 04\ r SQUARENESS CAREFULLY USING CHAIN OR CABLE WINCHES. 1 Ft> LOOSELY INSTALL THE TOP STEEL FRAME MEMBERS (ITEM 10), USING THE FASTENERS NOTED IN DETAIL "A" & "D". SEE ISO VIEW FOR 05 I/ ORIENTATION CLARIFICATION. I. TORQUE ALL BOLTS FOR THE STEEL FRAME MEMBERS WITHOUT FORCING THE FLOW PATH OUT OF SQUARE. J. RECHECK THE SQUARENESS OF THE FLOW PATH SURFACE AT THE TOP OF THE DIFFUSER. INSTALL FLANGE STIFFENERS (ITEMS 7 & 8) ON EACH SIDE OF THE JOINT USE 3/8-16 X 2 1/2" BOLTS, NUTS AND WASHERS (ITEMS 15,16,17,18 & 19) TO ATTACH THE TOP FLANGE STIFFENERS. THE FENDER WASHER MUST BE INSTALLED ON THE FIBERGLASS SIDE. THE FLANGE STIFFENERS MUST BE SECURELY ATTACHED BEFORE ATTEMPTING TO LIFT THE DIFFUSER. THE FASTENERS SPECIFIED WILL BE USED TO ATTACH THE PD SEAL DURING INSTALLATION. DETAIL A SCALE 1:12 USE 1/2-13 X 2 " BOLTS, NUTS AND WASHERS (ITEMS 20,21,22 & 23)TO INSTALL THE TOP STEEL FRAME MEMBERS. INSTALL ONE FLAT WASHER ON EACH END OF THE BOLTS. USE HARDWARE PROVIDED WITH TOP STEEL FRAME (ITEM 10) TO ADJUST FIT BETWEEN FRAME AND STIFFENING ANGLES. USE 3/4-10 X 2 1/2" BOLTS, NUTS AND WASHERS (ITEMS 24,25,26 & 27) TO ATTACH THE SUPPORT BRACKETS. INSTALL ONE FLAT WASHER ON EACH END OF THE BOLTS. WHEN INSTALLED PROPERLY, THE BOTTOM SURFACE OF THE SUPPORTS WILL BE PARALLEL TO THE BOTTOM PLANE OF THE DIFFUSER. DETAIL B SCALE 1:12 THE JACK BOLT (ITEM 28) WILL BE USED TO LEVEL THE PRIMARY DIFFUSER WHEN IT IS INSTALLED. INSTALL FLANGE STIFFENERS (ITEMS 5 & 6) ON EACH SIDE OF THE JOINT. USE 1/2-13 X 2 1/2" BOLTS, NUTS, AND WASHERS (ITEMS 12,13, 14 & 23) TO BOLT THE SECTIONS TOGETHER. INSTALL ONE FLAT WASHER ON EACH SIDE. SHIM BETWEEN BOTTOM OF PETALS TO CREATE 1/8" GAP BETWEEN BOTTOM FLANGES. DETAIL D SCALE 1:10 USE 3/4-10 X 2 1/2" BOLTS, NUTS AND WASHERS (ITEMS 24,25,26 & 27) TO ATTACH THE TOP STEEL FRAME MEMBERS TO ONE ANOTHER. b WISto EX?IED FEB 112012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 21111 City of Tukwila BUILDING DIVISION REVISION HISTORY P/N CHANGED, NOTES ALTERED BOM CHANGE. ITEM 11 REMOVED & ADDED 2 OF ITEM 10 TOP FRAME SHIMS ADDED UPDATED TOP STEEL FRAME ASSEMBLY, CHANGED NOTES ALTERED QTY FOR BOM ITEMS 12, 13, 14 & 23. UPDATED TWO NOTES. SHEET SCALE 1:40 TOP VIEW i BOTTOM VIEW 018030 -4(NI',n Wfiq mut Mv) pOr. CO^Z o -' >< vZ�LL3 3 M nr 1 29 A/R SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT 28 8 BOLT, 1-08 X 12, HEX HEAD, ZINC PLATED, FULLY THREADED STEEL GR 5 27 64 WASHER, 3/4, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 26 128 WASHER, 3/4, STRUCTURAL, FLAT, GALVANIZED STEEL F436 25 64 NUT, 3/4-10, HEAVY HEX HEAD, GALVANIZED STEEL A563 24 64 BOLT, 3/4-10 X 2 1/2, HEAVY HEX HEAD, GALVANIZED STEEL A325 23 540 WASHER, 1/2, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 22 96 WASHER, 1/2, STRUCTURAL, FLAT, GALVANIZED STEEL F436 21 48 NUT, 1/2-13, HEAVY HEX HEAD, GALVANIZED STEEL A563 07/01/08 06 20 48 BOLT, 1/2-13 X 2, HEAVY HEX HEAD, GALVANIZED STEEL A325 06/05/08 05 19 80 WASHER, 3/8, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 02/28/08 04 18 80 WASHER, 3/8, FENDER, FLAT, ZP STEEL HD 02/17/08 03 17 80 WASHER, 3/8, USS, FLAT, GALVANIZED STEEL HD 01/22/08 02 01/17/08 01 16 80 NUT, 3/8-16, HEX HEAD, ZINC PLATED STEEL GR5 DATE ISSUE/REVISION 15 80 BOLT, 3/8-16 X 2 1/2, HEX HEAD, ZINC PLATED STEEL GR5 14 13 984 492 WASHER, 1/2, USS, FLAT, GALVANIZED NUT, 1/2-13, HEX HEAD, ZINC PLATED STEEL STEEL HD GR 5 12 492 BOLT, 1/2-13 X 2 1/2, HEX HEAD, ZINC PLATED STEEL GR 8 11 **OMITTED** 10 4 206-039-0515-01 TOP STEEL FRAME STEEL A36 SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. 9 4 206-039-0506 PRIMARY DIFFUSER TOP FLANGE STIFFENER 8 4 206-039-0505-02 PRIMARY DIFFUSER SPLIT FLANGE STIFFENER, ANGLE FLANGE 7 4 206-039-0505-01 PRIMARY DIFFUSER SPLIT FLANGE STIFFENER, ANGLE FLANGE, MIRROR 6 8 206-039-0504-02 PRIMARY DIFFUSER SPLIT FLANGE STIFFENER, SUPPORT BRKT FLANGE, MIRROR DRAWN BY: WS CHECKED BY: JOB NUMBER JW 206-039 5 8 206-039-0504-01 PRIMARY DIFFUSER SPLIT FLANGE STIFFENER, SUPPORT BRKT FLANGE 4 8 206-036-0502 PRIMARY DIFFUSER SUPPORT BRACKET 3 4 PRIMARY DIFFUSER MIRRORED SIDE PANEL RECEIVED_ CITY OF TU LA 2 4 PRIMARY DIFFUSER SIDE PANEL NOV 01 2010 1 4 PRIMARY DIFFUSER CORNER PANEL ITEM NO. QTY. PART NUMBER DESCRIPTION PERMIT CENT BILL OF MATERIALS 11 MATERIAL PRIMARY DIFFUSER ASSEMBLY GRADE 1705 1 OF 1 SHEET NUMBER 22'-1 7/8"101, 04 22 1 7/8"00. 1 1 LU 1 1 l[�l TOP VIEW i BOTTOM VIEW 018030 -4(NI',n Wfiq mut Mv) pOr. CO^Z o -' >< vZ�LL3 3 M nr 1 29 A/R SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT 28 8 BOLT, 1-08 X 12, HEX HEAD, ZINC PLATED, FULLY THREADED STEEL GR 5 27 64 WASHER, 3/4, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 26 128 WASHER, 3/4, STRUCTURAL, FLAT, GALVANIZED STEEL F436 25 64 NUT, 3/4-10, HEAVY HEX HEAD, GALVANIZED STEEL A563 24 64 BOLT, 3/4-10 X 2 1/2, HEAVY HEX HEAD, GALVANIZED STEEL A325 23 540 WASHER, 1/2, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 22 96 WASHER, 1/2, STRUCTURAL, FLAT, GALVANIZED STEEL F436 21 48 NUT, 1/2-13, HEAVY HEX HEAD, GALVANIZED STEEL A563 07/01/08 06 20 48 BOLT, 1/2-13 X 2, HEAVY HEX HEAD, GALVANIZED STEEL A325 06/05/08 05 19 80 WASHER, 3/8, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 02/28/08 04 18 80 WASHER, 3/8, FENDER, FLAT, ZP STEEL HD 02/17/08 03 17 80 WASHER, 3/8, USS, FLAT, GALVANIZED STEEL HD 01/22/08 02 01/17/08 01 16 80 NUT, 3/8-16, HEX HEAD, ZINC PLATED STEEL GR5 DATE ISSUE/REVISION 15 80 BOLT, 3/8-16 X 2 1/2, HEX HEAD, ZINC PLATED STEEL GR5 14 13 984 492 WASHER, 1/2, USS, FLAT, GALVANIZED NUT, 1/2-13, HEX HEAD, ZINC PLATED STEEL STEEL HD GR 5 12 492 BOLT, 1/2-13 X 2 1/2, HEX HEAD, ZINC PLATED STEEL GR 8 11 **OMITTED** 10 4 206-039-0515-01 TOP STEEL FRAME STEEL A36 SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. 9 4 206-039-0506 PRIMARY DIFFUSER TOP FLANGE STIFFENER 8 4 206-039-0505-02 PRIMARY DIFFUSER SPLIT FLANGE STIFFENER, ANGLE FLANGE 7 4 206-039-0505-01 PRIMARY DIFFUSER SPLIT FLANGE STIFFENER, ANGLE FLANGE, MIRROR 6 8 206-039-0504-02 PRIMARY DIFFUSER SPLIT FLANGE STIFFENER, SUPPORT BRKT FLANGE, MIRROR DRAWN BY: WS CHECKED BY: JOB NUMBER JW 206-039 5 8 206-039-0504-01 PRIMARY DIFFUSER SPLIT FLANGE STIFFENER, SUPPORT BRKT FLANGE 4 8 206-036-0502 PRIMARY DIFFUSER SUPPORT BRACKET 3 4 PRIMARY DIFFUSER MIRRORED SIDE PANEL RECEIVED_ CITY OF TU LA 2 4 PRIMARY DIFFUSER SIDE PANEL NOV 01 2010 1 4 PRIMARY DIFFUSER CORNER PANEL ITEM NO. QTY. PART NUMBER DESCRIPTION PERMIT CENT BILL OF MATERIALS 11 MATERIAL PRIMARY DIFFUSER ASSEMBLY GRADE 1705 1 OF 1 SHEET NUMBER NOTES: SEE DRAWING NO. 206-039-1701 (GENERAL ASSEMBLY NOTES) FOR ADDITIONAL ASSEMBLY REQUIREMENTS. THE INTENT OF THIS DRAWING IS TO SHOW HOW TO ASSEMBLE THE COMPONENTS OF TURN 1. INSTRUCTIONS FOR MOUNTING TURN 1 TO THE SERVICE DECK ARE PROVIDED IN INSTALLATION DRAWING 206-039-1806. FLOW PATH SIZES AND MOUNTING FEET LOCATIONS ARE CRITICAL. EACH PANEL OF THE TURNING VANE BOX HAS BEEN SPLIT INTO TWO SECTIONS FOR SHIPPING PURPOSES. ITEMS 3 & 4 ARE COMBINED TO FORM SIDE A, ITEMS 5 & 6 FOR SIDE B, AND ITEMS 1 & 2 FOR THE TOP. 5. ASSEMBLY PROCEDURE: A. ASSEMBLE THE FRAME COMPONENTS TOP, SIDES, AND FRONT (ITEMS 1 THRU 7) USING FASTENERS AS NOTED BELOW. DO NOT TORQUE THE BOLTS UNTIL THE VANE BANKS ARE INSTALLED (NOTE 5D). B. INSTALL CENTER VANE MOUNTING BRACKETS (ITEM 8) USING FASTENERS AS NOTED BELOW. DO NOT TORQUE BOLTS UNTIL VANE BANKS ARE INSTALLED (NOTE 5D). C. INSTALL THE FAIRINGS (ITEM 12) USING FASTENERS AS NOTED IN DETAIL "B". D. INSTALL VANE BANK ASSEMBLIES (ITEM 9). IT IS NECESSARY TO PLACE NYLON SHIMS (ITEMS 10 & 11) BETWEEN THE STEEL VANE BRACKETS AND THE ALUMINUM VANE PLATES TO PREVENT GALVANIC CORROSION. IF A SINGLE THICKNESS OF SHIMS IS PROVIDED (JUST ITEM 10 OR JUST ITEM 11), THAT THICKNESS WILL BE USED AT EVERY LOCATION. IF MULTIPLE THICKNESSES ARE PROVIDED (BOTH ITEM 10 AND ITEM 11), THEY WILL BE MARKED AS TO WHICH LOCATION THEY CORRESPOND AND MUST BE INSTALLED IN THOSE LOCATIONS FOR PROPER FIT. AT LEAST ONE SHIM MUST BE USED AT EACH INTERFACE. INSTALL SHOULDER WASHERS (ITEM 17) ON EACH BOLT TO PREVENT GALVANIC COROSION. THE CENTER VANE MOUNTING BRACKETS WILL REQUIRE A SHOULDER WASHER ON BOTH THE HEAD SIDE AND THE NUT SIDE OF EACH BOLT. 1. INSTALL THE VANE BANK ASSEMBLIES. TEMPORARILY SUPPORT THE ASSEMBLIES UNTIL THE SHIMS AND BOLTS CAN BE INSTALLED. 2. INSTALL THE SHIMS BETWEEN THE CENTER VANE BRACKETS AND THE VANE BANKS FIRST. USE THE FASTNERS AS NOTED BELOW. TIGHTEN THE VANE BRACKETS. 3. INSTALL SHIMS BETWEEN THE VANE BANKS AND THE SIDE PANELS. IT MAY BE NECESSARY TO LOOSEN THE SIDE PANEL MOUNTING BOLTS TO SNUG TIGHT TO PULL THE SIDE PANELS AGAINST THE VANE ASSEMBLIES. E. INSTALL MOUNTING BRACKETS (ITEM 13) USING FASTENERS AS NOTED BELOW. 6. APPLY A CONTINUOUS BEAD OF SEALANT (ITEM 31) TO ALL FLANGED CONNECTIONS TO PROVIDE AN AIR TIGHT SEAL. 7. SKINS AND INSULATION NOT SHOWN FOR CLARITY. HEX HEAD SCREWS MAY BE SUBSTITUTED FOR PAN HEADS IF REQUIRED DUE TO ACCESS. QUANTITY OF ONLY 3 TRANSITION FAIRIINGS NEEDED PER TUNNEL (ITEM 12). QUANTITY SHOWN IS FOR ONE T1 ASSEMBLY, EACH TUNNEL WILL REQUIRE TWO T1 ASSEMBLIES. EXCEPT ITEM 12. BOLTS TO SNUG TIGHT TO PULL THE ASSEMBLIES TIGHT AGAINST THE CENTER INSTALL THESE SHIMS. USE FASTENERS AS NOTED BELOW. TIGHTEN THE BOLTS TO 1/2-13 X 1 1/2 BOLTS, NUTS AND WASHERS {ITEMS 18,21,22,&23) TYP BOTH SIDES 1/2-13 X 1 1/2 BOLTS, NUTS AND WASHERS (ITEMS 18,21,22,&23) 1/2-13 X 2 BOLTS, NUTS AND WASHERS (ITEMS 19,21,22&23) BOTH CENTER VANE BRACKETS 1/2-13 X 1 1/2 BOLTS, NUTS AND WASHERS (ITEMS 18,21,22,&23) TYP BOTH SIDES 3/4-10 X 2-1/2 BOLTS AND WASHERS (ITEMS 27,28,&29) TYP ALL MOUNTING BRACKETS 5/8-11 X 2 BOLTS AND WASHERS (ITEMS 24,25,&26) • USE TWO FLAT WASHERS (ITEM 25) TO PREVENT THE UNTHREADED PORTION OF THE BOLT FROM BOTTOMING ON THE TAPPED HOLE • TYP BOTH SIDES 1/2-13 X 2 BOLTS AND WASHERS (ITEMS 19,17,21,&22) • WASHER STACK: SHOULDER - FLAT - LOCK 1/2-13 X 2 BOLTS AND WASHERS (ITEMS 19,17,21,&22) • WASHER STACK: SHOULDER - FLAT - LOCK 1/2-13 X 1 1/2 BOLTS AND WASHERS (ITEMS 18, 21, &22) BOTH CENTER VANE BRACKETS 1/2-13 X 2-3/4 BOLTS, NUTS AND WASHERS (ITEMS 20,17,21,22,&23) FOR EACH INTERFACE INDICATED • WASHER STACK: SHOULDER - FLAT - LOCK • USE FLAT WASHER ON BOTH SIDES • USE SHOULDER WASHERS (ITEM 17) ON BOTH SIDES TO PROVIDE PROTECTION FROM GALVANIC CORROSION 8. 9. REFER TO INSTALLATION DRAWING 206-039-1806 FOR LIFTING INSTRUCTIONS *DO NOT APPLY ANGULAR OR SIDE LOADING TO THESE LIFTING TABS UNTIL REVIEWING THE DRAWING REFERENCED ABOVE* REVISION HISTORY P/N CHANGED SHEET SCALE 1:24 10. EXP I RE bio-aq& FEB .1,1 2012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION 31 A/R SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT 30 A/R THREAD LOCKER, HIGH STRENGTH, LOCTITE 2760 (NO SUBSTITUTES) UJ oG 1— Z M Rif 1 29 24 WASHER, 3/4, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 28 24 WASHER, 3/4, STRUCTURAL, FLAT, GALVANIZED STEEL F436 27 24 BOLT, 3/4-10 X 2 1/2, HEAVY HEX HEAD, GALVANIZED STEEL A325 26 4 WASHER, 5/8, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 25 8 WASHER, 5/8, STRUCTURAL, FLAT, GALVANIZED STEEL F436 24 4 BOLT, 5/8-11 X 2, HEAVY HEX HEAD, GALVANIZED STEEL A325 23 84 'NUT, 1/2-13, HEAVY HEX HEAD, GALVANIZED STEEL A563 22 108 WASHER, 1/2, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 21 128 WASHER, 1/2, STRUCTURAL, FLAT, GALVANIZED 20 20 BOLT, 1/2-13 X 2 3/4, HEAVY HEX HEAD, GALVANIZED STEEL F436 STEEL A325 19 24 BOLT, 1/2-13 X 2, HEAVY HEX HEAD, GALVANIZED STEEL A325 18 64 BOLT, 1/2-13 X 1 1/2, HEAVY HEX HEAD, GALVANIZED STEEL A325 17 60 WASHER, SHOULDER, NYLON, MICROPLASTICS 12SW54005 OR EQUIVALENT 16 27 SCREW, #10-32 X 1/2, PAN HEAD, PHILLIPS SS 01/21/08 02 15 2 206-039-0607-02 TURN 1 SMALL ACRYLIC WINDOW 01/14/08 01 14 2 206-039-0607-01 TURN 1 LARGE ACRYLIC WINDOW DATE ISSUE/REVISION 13 4 206-039-0604 TURN 1 MOUNTING BRACKET 12 3 206-039-0603 TURN 1 TRANSITION FAIRING 11 3 206-039-0602-05 TURN 1 SHIM PLATE, 1/16"THICK, NON CONDUCTIVE, VANE BANKS 10 3 206-039-0602-04 TURN 1 SHIM PLATE, 1/8" THICK, NON CONDUCTIVE, VANE BANKS 9 3 206-039-0602 TURN 1 VANE BANK SUB -ASSEMBLY NYLON 6/6 OR NYLON 6/6 OR HDPE SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. 8 2 206-039-0601-11 TURN 1 CENTER VANE BRACKET DRAWN BY: JW CHECKED BY: WS 7 206-039-0601-10 TURN 1 SUB-WELDMENT, FRONT -LOWER 6 1 206-039-0601-09 TURN 1 SUB-WELDMENT, SIDE B -BOTTOM 5 1 206-039-0601-08 TURN 1 SUB-WELDMENT, SIDE B -TOP REGEIV CITY OF TU LA JOB NUMBER 206-039 4 1 206-039-0601-06 TURN 1 SUB-WELDMENT, SIDE A -BOTTOM 3 206-039-0601-05 TURN 1 SUB-WELDMENT, SIDE A -TOP 2 1 206-039-0601-03 TURN 1 SUB-WELDMENT, TOP -FRONT NOV 01 7010 PERMIT CENTER 1 206-039-0601-02 TURN 1 SUB-WELDMENT, TOP -BACK TURN 1 ASSEMBLY ITEM NO. QTY. PART NUMBER DESCRIPTION MATERIAL GRADE BILL OF MATERIALS 1706 1 OF 2 SHEET NUMBER 7 5/16" TYP — n 0 16' 8" 15'-8" FLOW PATH n 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 1 1 m 0 0 0 0 0 0 0 0 0 0 0 0 v 0 0 0 0 v 0 0 0 0 0 0 0 0 D 0 5'-1 11/16"TYP �— VANE BANK OUT TO OUT 19'-7" 11" 7'-10" FLOW PATH 5'-5 11 /16" TYP SLOT TO SLOT 0 0 e 1'-6' TYP 4 1 /2" TYP 6 0 0 o o e Q 0 r, R 4 01 T 4 8'-10" L [27/16 " 0 0 0 0 9 0 0 o o 9 18'-8" TYP Q SLOT TO Q SLOT 0 0 0 0 0 e 2'-3 3/4" 7'-9 7/16" 10'-4 7/16" VANE BANK 11'-3 3/8" CENTER PLATE TRANSITION FAIRING (ITEM 12) #10-32 X 1/2 PAN HEAD SCREWS (ITEM 16) WITH THREAD LOCKER (ITEM 30) SECTION A -A DETAIL B SCALE 1 : 4 EX D(o-�qco FEB .1,12012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION ECEIVED. CINROF Tl1 LA NOV 01 2010 PERMIT CENTER SHEET SCALE 1:18 W 1-- z LU M d' 01/21/08 02 01/14/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JW CHECKED BY: WS JOB NUMBER 206-039 TURN 1 ASSEMBLY 1706 20F2 SHEET NUMBER NOTES: 1. SEE DRAWING 206-039-1701 (GENERAL ASSEMBLY NOTES) FOR ADDTIONAL ASSEMBLY REQUIREMENTS. 2. THE INLET TRANSITION DUCT (ITD) ASSEMBLY DRAWING PROVIDES A BILL OF MATERIAL FOR THE FASTENERS USED TO ASSEMBLE THE FIBERGLASS SECTIONS. ALL QUANTITIES IN BOM ARE FOR ONE ITD FIBERGLASS ASSEMBLY AS SHOWN. THERE ARE TWO ITD ASSEMBLIES PER TUNNEL. 4. NUMBERS BOXED BY HEXAGONS ARE ASSEMBLY REFERENCE NUMBERS. PETALS WILL BE CLEARLY MARKED WITH THESE NUMBERS TO FACILITATE FIELD ASSEMBLY. BOLT THE SECTIONS TOGETHER USING 5/16-18 X 1-1 /2 ZINC PLATED GR. 5 BOLTS AND NUTS WITH FLAT AND LOCK WASHERS (ITEMS 1, 2, 3 & 4 PROVIDED BY FIBERGLASS MANUFACTURER). USE ONE FLAT WASHER ON EACH SIDE OF THE FLANGES FOR EACH BOLT. • • • • DETAIL C SCALE 1 : 2 blOe4& REVISION HISTORY P/N CHANGED SHEET SCALE 1:16 03 ADDED PETAL ASSEMBLY REFERENCE NUMBERS. ADDED NOTE 4. EXPI E FEB 112012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 [u l l City of Tukwila BUILDING BIVIStnm 5 4 A/R SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT 75 WASHER, 5/16, LOCK, SPRING TYPE, ZINC PLATED RECEIVED_ Cmr OF Tl I LA Nth 01 '010 STEEL HD 06/18/08 03 01/21/08 02 01/17/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED BY: JW JOB NUMBER 206-039 3 150 WASHER, 5/16, SAE, FLAT, ZINC PLATED 2 1 ITEM NO. 75 75 QTY. NUT, 5/16-18, HEX HEAD, ZINC PLATED STEEL BOLT, 5/16-18 X 1 1/2, HEX HEAD, ZINC PLATED STEEL DESCRIPTION MATERIAL BILL OF MATERIALS GR 5 INLET TRANSITION DUCT ASSEMBLY GR 5 GRADE 1707 1 OF 1 SHEET NUMBER NOTES: 1. SEE DRAWING NO. 206-039-1701 (GENERAL ASSEMBLY NOTES) FOR ADDITIONAL REQUIREMENTS. 0 1 e f A 2 DETAIL A SCALE 1 : 4 ATTACH VIBRATION ISOLATOR PADS TO THE LOWER FRAME OF THE FAN. ISLOATORS ARE CONNECTED WITH 1-8 NUT, FLAT WASHER AND LOCK WASHER. (ISOLATOR AND HARDWARE SUPPLIED BY FAN MANUFACTURER) FEB 1 1 2012 ODpCODE CM FOR APPROVED MAR 18 2bi1 City of Tukwila BUILDING DIVISION D i D-aqlo RECEIVED CITY OFTUKKVVTLA NOV 01 2010 PERMIT CENTER SHEET SCALE 1:24 CV CholachCOCNO IsiviC) H N sz C. WX 'v cn Lw r >- Z 1/21/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED BY: JW JOB NUMBER 206-039 FAN ASSEMBLY 1708 1 OF 1 SHEET NUMBER NOTES: 1. SEE DRAWING 206-039-1701 (GENERAL ASSEMBLY NOTES) FOR ADDTIONAL ASSEMBLY REQUIREMENTS. 2. THE OUTLET TRANSITION DUCT (OTD) ASSEMBLY DRAWING PROVIDES A BILL OF MATERIAL FOR THE FASTENERS USED TO ASSEMBLE THE FIBERGLASS SECTIONS. ALL QUANTITIES IN BOM ARE FOR ONE OTD FIBERGLASS ASSEMBLY AS SHOWN. THERE ARE TWO OTD ASSEMBLIES PER TUNNEL. BOLT THE SECTIONS TOGETHER USING 5/16-18 X 1-1/2 ZINC PLATED GR. 5 BOLTS AND NUTS WITH FLAT AND LOCK WASHERS (ITEMS 1, 2, 3 & 4 PROVIDED BY FIBERGLASS MANUFACTURER). USE ONE FLAT WASHER ON EACH SIDE OF THE FLANGES FOR EACH BOLT. DETAIL C SCALE 1 : 2 5 A/R b 1 0--14 & REVISION HISTORY P/N CHANGED SHEET SCALE 1:24 EXPIRED FEB 1 1 2012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION RECEIV CITY Of TU D IA NOV 0 1 '/010 PERMIT CENTER SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT M gCr 1 01/21/08 02 1/17/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED BY: JW JOB NUMBER 206-039 4 290 WASHER, 5/16, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 3 580 WASHER, 5/16, SAE, FLAT, ZINC PLATED STEEL HD 2 290 NUT, 5/16-18, HEX HEAD, ZINC PLATED STEEL GR 5 OUTLET TRANSITION DUCT ASSEMBLY 1 290 BOLL 5/16-18 X 1 1/2, HEX HEAD, ZINC PLATED STEEL GR 5 ITEM NO. QTY. DESCRIPTION MATERIAL GRADE BILL OF MATERIALS 1709 1OF1 SHEET NUMBER NOTES: 1. SEE DRAWING NO. 206-039-1701(GENERAL ASSEMBLY NOTES) FOR ADDITIONAL ASSEMBLY REQUIREMENTS. 2. THE INTENT OF THIS DRAWING IS TO SHOW HOW TO ASSEMBLE THE COMPONENTS OF TURN 2. INSTRUCTIONS FOR MOUNTING TURN 2 TO THE OUTLET TRANSITION DUCT (OTD) AND THE SERVICE DECK ARE PROVIDED IN INSTALLATION DRAWING 206-039-1810. FLOW PATH SIZES AND MOUNTING FEET LOCATIONS ARE CRITICAL. EACH SIDE OF THE TURNING VANE BOX HAS BEEN SPLIT INTO TWO PIECES FOR SHIPPING PURPOSES. ITEMS 1 & 2 ARE COMBINED TO FORM THE BACK, ITEMS 3 & 4 FOR SIDE A, ITEMS 5 & 6 FOR SIDE B, AND ITEMS 7 & 8 FOR THE TOP. 5. ASSEMBLY PROCEDURE: A. ASSEMBLE FRAME COMPONENTS TOP, SIDES, BACK, AND FRONT (ITEMS 1 THRU 9) USING FASTENERS AS NOTED BELOW. DO NOT TORQUE BOLTS THAT CONNECT ONE SIDE TO ANOTHER UNTIL VANE BANKS ARE INSTALLED (NOTE 5D). B. INSTALL CENTER VANE MOUNTING BRACKETS (ITEM 10) USING FASTENERS AS NOTED BELOW. DO NOT TORQUE BOLTS UNTIL VANE BANKS ARE INSTALLED (NOTE 5D). C. INSTALL FAIRINGS (ITEM 17) USING FASTENERS AS NOTED IN DETAIL "B". D. INSTALL VANE BANK ASSEMBLIES (ITEM 12). IT 15 NECESSARY TO PLACE NYLON SHIMS (ITEMS 13 & 14) BEI WEEN THE STEEL VANE BRACKETS AND THE ALUMINUM VANE PLATES. ITEM 13, ITEM 14, OR BOTH MAY BE PROVIDED. IF A SINGLE THICKNESS IS PROVIDED (JUST ITEM 13 OR JUST ITEM 14), THAT THICKNESS WILL BE USED AT EVERY LOCATION. IF MULTIPLE THICKNESSES ARE PROVIDED (BOTH ITEM 13 AND ITEM 14), THEY WILL BE MARKED AS TO WHAT LOCATION THEY CORRESPOND TO AND THEY MUST BE INSTALLED IN THOSE LOCATIONS FOR PROPER FIT. AT LEAST ONE SHIM MUST BE USED AT EACH INTERFACE TO PREVENT GALVANIC CORROSION. INSTALL SHOULDER WASHERS (ITEM 24)ON EACH BOLT TO PREVENT GALVANIC CORROSION. THE CENTER VANE MOUNTING BRACKETS WILL REQUIRE A SHOULDER WASHER ON BOTH THE HEAD SIDE AND THE NUT SIDE OF EACH BOLT. 1. INSTALL THE VANE BANK ASSEMBLIES. TEMPORARILY SUPPORT THE ASSEMBLIES UNTIL THE SHIMS AND BOLTS CAN BE INSTALLED. 2. INSTALL THE SHIMS BETWEEN THE CENTER VANE BRACKETS AND THE VANE BANKS FIRST. USE THE FASTNERS AS NOTED BELOW. TIGHTEN THE BOLTS TO SNUG TIGHT TO PULL THE ASSEMBLIES TIGHT AGAINST THE CENTER VANE BRACKETS. 3. INSTALL SHIMS BETWEEN THE VANE BANKS AND THE SIDE PANELS. IT MAY BE NECESSARY TO LOOSEN THE SIDE PANEL MOUNTING BOLTS TO INSTALL THESE SHIMS. USE FASTENERS AS NOTED BELOW. TIGHTEN THE BOLTS TO SNUG TIGHT TO PULL THE SIDE PANELS AGAINST THE VANE ASSEMBLIES. E. INSTALL MOUNTING BRACKETS (ITEM 11) USING FASTENERS AS NOTED BELOW. F. INSTALL ANGLE FLASHING (ITEMS 15 & 16) TO BOTTOM OF ASSEMBLY USING FASTENERS AS NOTED BELOW. ATTACH FLASHING SO THAT IT IS FLUSH WITH THE INSIDE OF THE BOTTOM 4X4 TUBING. ONCE TURN 2 15 SET IN PLACE, THE FLASHING WILL BE FLEXED OUT AND ATTACHED TO THE INSIDE WALL OF THE RETURN AIR TOWER. ADDITIONAL FLASHING PIECES WILL THEN BE USED TO COVER THE GAPS IN THE CORNERS. SILICONE SEALANT WILL BE USED TO SEAL ALL SEAMS AND JOINTS. 6. APPLY A CONTINUOUS BEAD OF SEALANT (ITEM 30) TO ALL FLANGED CONNECTIONS (INCLUDING INTERFACE BETWEEN ANGLE FLASHING AND BOTTOM OF ASSEMBLY) TO PROVIDE AN AIR TIGHT SEAL. 7. SKINS AND INSULATION NOT SHOWN FOR CLARITY. HEX HEAD SCREWS MAYBE USED INSTEAD OF PAN HEAD SCREWS IF ACCESS REQUIRES. BOM QUANTITY REFLECTS ONE T2 ASSEMBLY. EACH TUNNEL WILL REQUIRE TWO T2'S. 1/2-13 X 1 1/2 BOLTS, NUTS AND WASHERS (ITEMS 18,21,22,8,23) 1/2-13 X 1 1/2 BOLTS, NUTS AND WASHERS (ITEMS 18,21,22,&23) TYP BOTH SIDES 1/2-13 X 1 1/2 BOLTS, NUTS AND WASHERS (ITEMS 18,21,22,&23) 1/2-13 X 1 1/2 BOLTS, NUTS AND WASHERS (ITEMS 18,21,22,&23) TYP BOTH SIDES REFER TO INSTALLATION DRAWING 206-039-1810 FOR LIFTING INSTRUCTIONS *DO NOT APPLY ANGULAR OR SIDE LOADING TO THESE LIFTING TABS UNTIL REVIEWING THE DRAWING REFERENCED ABOVE* 1/2-13 X 1 1/2 BOLTS, NUTS AND WASHERS (ITEMS 18,21,22,&23) TYP BOTH SIDES 1/2-13 X 1 1/2 BOLTS, NUTS AND WASHERS (ITEMS 18,21,22,&23) 1/2-13 X 2 BOLTS, NUTS AND WASHERS (ITEMS 19,21,22,&23) TYP CENTER VANE BRACKETS 1/2-13 X 1 1/2 BOLTS, NUTS AND WASHERS (ITEMS 18,21,22,&23) TYP BOTH SIDES 3/4-10 X 2-1/2 BOLTS AND WASHERS (ITEMS 25,26,&27) TYP ALL MOUNTING BRACKETS 10-32 X 1/2 SCREWS (ITEM 28) TYP ANGLE FLASHING SHORT SIDE 1/2-13 X 1 1/2 BOLTS AND WASHERS (ITEMS 18,22423) • USE TWO FLAT WASHERS (ITEM 22) TO PREVENT THE UNTHREADED PORTION OF THE BOLT FROM JAMMING ON THE TAPPED HOLE • TYP BOTH SIDES Mi‘k1/2-13 X 2 BOLTS AND WASHERS (ITEMS 19,24,22,&23) • WASHER STACK: SHOULDER - FLAT - LOCK 10 32 X 1/2 SCREWS (ITEM 28) TYP ALL ANGLE FLASHING, LONG SIDE 1/2-13 X 2 BOLTS AND WASHERS (ITEMS 19,24,22&23) • WASHER STACK: SHOULDER - FLAT - LOCK 1/2-13 X 2 BOLTS AND WASHERS (ITEMS 19,22,&23) TYP CENTER VANE BRACKETS 1/2-13 X 2-3/4 BOLTS, NUTS AND WASHERS (ITEMS 20,21,24,22,&23) FOR EACH INTERFACE INDICATED • WASHER STACK: SHOULDER - FLAT - LOCK • USE FLAT WASHER ON BOTH SIDES • USE SHOULDER WASHERS (ITEM 24) ON BOTH SIDES TO PROVIDE PROTECTION FROM GALVANIC CORROSION REVISION HISTORY P/N CHANGED SHEET SCALE 1:24 EXPIRE FEB .1,12012 bIoafl' REVIEWED R CODE COMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION Y u z 30 A/R SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT 29 28 27 A/R 144 24 THREAD LOCKER, HIGH STRENGTH, LOCTITE 2760 (NO SUBSTITUTES) SCREW, #10-32 X 1/2, PAN HEAD, PHILLIPS WASHER, 3/4, LOCK, SPRING TYPE, ZINC PLATED SS STEEL HD 26 24 WASHER, 3/4, STRUCTURAL, FLAT, GALVANIZED STEEL F436 25 24 BOLT, 3/4-10 X 2 1/2, HEAVY HEX HEAD, GALVANIZED STEEL A325 24 96 WASHER, SHOULDER, NYLON, MICROPLASTICS 12SW54005 OR EQUIVALENT 23 250 WASHER, 1/2, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 22 290 WASHER, 1/2, STRUCTURAL, FLAT, GALVANIZED STEEL F436 21 216 NUT, 1/2-13, HEAVY HEX HEAD, GALVANIZED STEEL A563 20 36 BOLT, 1/2-13 X 2 3/4, HEAVY HEX HEAD, GALVANIZED STEEL A325 19 36 BOLT, 1/2-13 X 2, HEAVY HEX HEAD, GALVANIZED STEEL A325 18 178 BOLT, 1/2-13 X 1 1/2, HEAVY HEX HEAD, GALVANIZED STEEL A325 01/21/08 02 01/14/08 01 17 4 206-036-1003 TURN 2 TRANSITION FAIRING STEEL A525 DATE ISSUE/REVISION 16 2 206-036-1004-01 TURN 2 ANGLE FLASHING, SHORT SIDE 15 2 206-036-1004-02 TURN 2 ANGLE FLASHING, LONG SIDE 14 A/R 206-036-1002-05 TURN 2 SHIM PLATE, 1/16' THICK, NON CONDUCTIVE, VANE BANKS NYLON 6/6 13 7 206-036-1002-04 TURN 2 SHIM PLATE, 1/8" THICK, NON CONDUCTIVE, VANE BANKS NYLON 6/6 12 4 206-036-1002 TURN 2 VANE BANK SUB -ASSEMBLY 11 4 206-036-1005 TURN 2 MOUNTING BRACKET SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. 10 3 206-036-1001-14 TURN 2 CENTER VANE BRACKET 9 1 206-036-1001-13 TURN 2 SUB-WELDMENT, FRONT -LOWER 8 1 206-036-1001-03 TURN 2 SUB-WELDMENT, TOP -FRONT 7 1 206-036-1001-02 TURN 2 SUB-WELDMENT, TOP -BACK RECEIVED CmrOr 6 1 206-036-1001-08 TURN 2 SUB-WELDMENT, SIDE B -TOP NOV 012 0 10 DRAWN BY: WS CHECKED BY: JOB NUMBER JW 206-039 5 1 206-036-1001-09 TURN 2 SUB-WELDMENT, SIDE B -BOTTOM PERMIT CENTER 4 1 206-036-1001-05 TURN 2 SUB-WELDMENT, SIDE A -TOP 3 1 206-036-1001-06 TURN 2 SUB-WELDMENT, SIDE A -BOTTOM 2 1 206-036-1001-11 TURN 2 SUB-WELDMENT, BACK -TOP TURN 2 ASSEMBLY 1 206-036-1001-12 TURN 2 SUB-WELDMENT, BACK -BOTTOM ITEM NO. QTY. PART NUMBER DESCRIPTION MATERIA L GRADE BILL OF MATERIAL 1710 1 OF 2 SHEET NUMBER n 26'-2" 25-2" FLOW PATH .. glow e 0 0 0 e e e oaW i O 0 O e O 0 0 O 0 l 0 0 0 0 0 0 0 ■ O 0 0 0 0 0 O O O O e e e e e e O e 0 O e O O 10'-4" FLOW PATH 6-2 11/16" TYP. VANE BANK WIDTH OUT TO OUT 27-10 3/8" A f-1 1 1'-5 1/2" 11" PLATE WIDTH 10 3/16" VANE BOX FLANGE i 7 5/16"TYP 8 -4" TYP o ®4 o O 0 SLOT TO Q SLOT O 1 '-6' TYP 0 0 0 4 1/2" TYP 0 e 0011 MEM 0 0 0 o o - 1 2'-3 3/4" 10'-7 3/4" 0 o O o o e - 0 0 0 O O O O O O O O e O e O O O O 0 0 26-11 3/8" TYP Q SLOT TO Q SLOT lam 27/16" 1 1" TOP OF LIFT LUG TO TOP OF FLANGE 1 1 '-2 5/16" 11 11_05/16h1 10'-4" REVISION HISTORY P/N CHANGED, DIMS EDITED SHEET SCALE 1:25 FLOW PATH Imo am - T ° 12'-1 3/4' TO BOTTOM OF MOUNTING 13 -3" BRACKETS SECTION A -A TRANSITION FAIRING (ITEM 17) #10-32 X 1/2 PAN HEAD SCREWS (ITEM 28) WITH THREAD LOCKER (ITEM 29) DETAIL B SCALE 1 : 4 b 10 err (o 10 3/4" EXPIRE FEB 11 2012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2U11 City of Tukwila BUILDING DIVISION REVgP_ CITY OF CEITU LA NOV 01 2010 PERMIT CENTER N 02P- 2 o 0 Z � i10-Aw JM H ^M 2 0".43 LU X vZU � 3 SKYVENTURE 01/21/08 02 01/14/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED BY: JW JOB NUMBER 206-039 TURN 2 ASSEMBLY 1710 20F2 SHEET NUMBER NOTES: 1. REFER TO DRAWING NO'S. 206-039-1701 (GENERAL ASSEMBLY NOTES) & 206-039-1801 (GENERAL INSTALLATION NOTES) FOR ADDITIONAL ASSEMBLY AND INSTALLATION REQUIREMENTS. THERE ARE FOUR LOUVER DOORS, TWO INTAKE AND TWO EXHAUST, THAT WILL BE ASSEMBLED AND INSTALLED INTO THE RETURN AIR TOWERS (RAT). EACH LOUVER WILL BE SHIPPED IN TWO SECTIONS. THE ASSEMBLY PROCEDURE FOR ALL LOUVERS WILL BE THE SAME. EACH LOUVER WILL HAVE SOLID SHEET -METAL SKINS WITH A BOLT ACCESS PANEL ON ONE SIDE, AND PERFORATED SKINS ON THE OTHER. THE PERFORATED SKINS ON THE EXHAUST LOUVERS WILL BE FACING THE OUTSIDE OF THE RATS. THE PERFORATED SKINS ON THE INTAKE LOUVERS WILL BE FACING THE INSIDE OF THE RATS. SEE SHEET 3, SECTION "C -C" FOR CLARIFICATION. 3. ALL BOLTED CONNECTIONS ARE STRUCTURALLY CRITICAL. APPLY LOCTITE (ITEM 8) TO THE THREADS OF ALL BOLTS BEFORE THEY ARE INSTALLED, EXCEPT APPLY LOCTITE (ITEM 10) TO THE SCREWS OF BOLT ACCESS PANELS AND LOUVER DOOR SEALS. PERMANENTLY AND CLEARLY MATCH MARK BOLT HEAD AND STEEL TO INDICATE THE USE OF LOCTITE. THESE MARKINGS WILL BE USED TO MONITOR BOLT ROTATION DURING INSPECTION. TORQUE ALL BOLTS PER THE TABLE FOUND IN THE GENERAL ASSEMBLY NOTES. 4. LOUVER ASSEMBLY PROCEDURE: A. REMOVE THE BOLT ACCESS PANEL. ON THE INTAKE LOUVER, THE DOOR SEALS MUST BE REMOVED FIRST. BOLT THE HINGE AND ACTUATOR SIDE SECTIONS TOGETHER USING THE FASTENERS SHOWN BELOW. TORQUE THE BOLTS PER THE GENERAL ASSEMBLY NOTES. SEAL BETWEEN THE SECTIONS WITH SILICONE SEALANT (ITEM 9). B. APPLY SILICONE SEALANT (ITEM 9) TO THE PERIMETER OF THE BOLT ACCESS PANEL AND REATTACH TO THE FRAME AS NOTED BELOW. C. ON THE INTAKE LOUVER, REATTACH THE DOOR SEALS USING THE PREVIOUSLY REMOVED FASTENERS. 5. SEE SHEET 2 FOR INSTRUCTIONS ON ATTACHING THE LOUVER DOOR JAMBS TO THE RAT, AND SHEET 3 FOR INSTALLATION OF THE LOUVER DOORS INTO THE RAT. REATTACH TO THE FRAMING USING 10-24 X 3/4 BUTTON HEAD CAP SCREWS (ITEM 7). USE LOCTITE (ITEM 10) TO RETAIN SCREWS. NO FASTENERS FOR SKINNING ON THIS EDGE. (25-0") FRAME WIDTH ( 25-2") TO EDGE OF SEALS ALL HINGES ARE FASTENED TO THE HINGE PAD BY THE FABRICATOR USING SAFETY WIRE AND SHOULD NOT BE REMOVED. IF IT IS NECESSARY TO REMOVE THE BOLTS, 1 THEY MUST BE PROPERLY TORQUED AND SAFETY WIRED PER INDUSTRY STANDARDS AFTER RE -INSTALLATION. LOCTITE MUST NOT BE USED ON THESE BOLTS. LOUVER DOOR SEAL 6 TO BOLT THE SECTIONS TOGETHER, REMOVE THE LOUVER DOOR SEALS AND THIS NARROW SHEET (BOLT ACCESS PANEL) TO EXPOSE THE BOLT HOLES. REMOVAL OF THE LOUVER DOOR SEALS DOES NOT APPLY TO THE EXHAUST LOUVER. AFTER BOLTING THE TWO SECTIONS TOGETHER (PER DETAIL "A"), APPLY SILICONE SEALANT (ITEM 9) AROUND THE PERIMETER OF THE BOLT ACCESS PANEL AND REATTACH TO THE FRAME USING 10-24 X 3/4 BUTTON SOCKET HEAD SCREWS (ITEM 7). APPLY LOCTITE (ITEM 10) TO THE THREADS BEFORE INSTALLING. ON THE INTAKE LOUVER, DO NOT INSTALL FASTENERS ALONG THE EDGES INDICATED, AS THE SKINS ARE SECURED BY THE LOUVER DOOR SEALS ALONG THOSE EDGES. REATTACH THE LOUVER DOOR SEALS WITH THE PREVIOUSLY REMOVED FASTENERS. USE 3/8-16 X 1 1/4 BOLTS & WASHERS (ITEMS 5 & 6) TO BOLT THE SECTIONS TOGETHER. APPLY LOCTITE (ITEM 8) TO THE THREADS BEFORE INSTALLING. TORQUE THE BOLTS PER THE GENERAL ASSEMBLY NOTES. PERMANENTLY & CLEARLY MARK THE HEADS OF THE BOLTS TO INDICATE THE USE OF LOCTITE FOR INSPECTION PURPOSES. DETAIL A SCALE 1 : 4 NO FASTENERS FOR SKINNING ON THIS EDGE. 02 206-036-1711-01 INTAKE LOUVER QTY: 2 PER TUNNEL 6>LOUVER DOOR SEAL 02 10 DETAIL B SCALE 1 : 4 A/R FEB 1 1 2012 21/16") 10'-0 1/16" (9'-9 15/161 TO HINGE Q /02\ 206-036-1711-02 EXHAUST LOUVER QTY: 2 PER TUNNEL SCALE: 1 : 32 REVIEWED FOR CODECOMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION THREAD LOCKER, MED STRENGTH, LOCTITE 242 (NO SUBSTITUTES) 9 A/R 1'-6 1/2" ) SHEET SCALE 1:16 M ce REVISION HISTORY 02 P/N CHANGED, BOM QTY. ALTERED 03/12/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT 8 A/R THREAD LOCKER, HIGH STRENGTH, LOCTITE 2760 (NO SUBSTITUTES) 7 A/R SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. SCREW, #10-24 X 3/4, BUTTON HEAD, HEX SS DRAWN BY JW CHECKED 0Y: WS 6 52 WASHER, 3/8, USS, FLAT, GALVANIZED 5 52 STEEL HD BOLT, 3/8-16 X 1 1/4, HEX HEAD, ZINC PLATED 4 2 206-036-1101-04 LOUVER DOOR, INTAKE, ACTUATOR SIDE 'Ct1VeTtI�' 5 NOV 0 1 2010 JOB NUMBER 206-039 3 2 206-036-1101-03 LOUVER DOOR, INTAKE, HINGE SIDE 2 206-036-1101-02 LOUVER DOOR, EXHAUST, ACTUATOR SIDE 1 2 206-036-1101-01 LOUVER DOOR, EXHAUST, HINGE SIDE ITEM NO. QTY. PART NUMBER PERMIT C BITER LOUVER DOOR ASSEMBLY DESCRIPTION MATERIAL GRADE BILL OF MATERIALS 1711 1 OF 3 SHEET NUMBER NOTES: 2. 3. REFER TO DRAWING NO'S. 206-039-1701 (GENERAL ASSEMBLY NOTES) & 206-039-1801 (GENERAL INSTALLATION NOTES) FOR ADDITIONAL ASSEMBLY AND INSTALLATION REQUIREMENTS. REFER TO SHEET 3 FOR BILL OF MATERIALS AND PARENT VIEWS. JAMB INSTALLATION PROCEDURE: A. CENTER HORIZONTAL JAMBS (ITEM 3) BETWEEN VERTICAL STEEL BEAMS LEFT TO RIGHT AND HORIZONTAL BEAM FRONT TO BACK. SEE DETAILS "M" AND "R" FOR CLARIFICATION. SHIM AS NECESSARY TO LEVEL AND WELD IN PLACE AFTER POSITIONING. B. CENTER VERTICAL JAMBS (ITEMS 4 &5) BETWEEN HORIZONTAL STEEL BEAMS TOP TO BOTTOM AND VERTICAL BEAMS FRONT TO BACK. SEE DETAILS "M" AND "N", AND SECTION "T -T' FOR CLARIFICATION. SHIM AS NECESSARY TO PLUMB VERTICAL. THE MITERED CORNERS BETWEEN THE VERTICAL JAMBS AND THE HORIZONTAL JAMB SHOULD BE AS SYMMETRIC AS POSSIBLE. WELD JAMBS IN PLACE AFTER POSITIONING. C. FILL GAPS AT MITERED CORNERS WITH SILICONE SEALANT (ITEM 19). CENTER HORIZONTAL JAMBS BETWEEN VERTICAL STEEL BEAMS AND SHIM AS NECESSARY TO LEVEL. WELD IN PLACE AFTER POSITIONING JAMB. _ NC)M — \ N ( ... 7 ::::.-jaa - .. Ii 11N Il MI T•J VIEW J -J ' EXHAUST LOUVER N-' CENTER VERTICAL JAMBS BETWEEN HORIZONTAL STEEL BEAMS AND SHIM AS NECESSARY TO PLUMB VERTICAL. THE MITERED CORNERS BETWEEN THE VERTICAL JAMBS AND THE HORIZONTAL JAMB SHOULD BE AS SYMMETRIC AS POSSIBLE. WELD IN PLACE AFTER POSITIONING JAMB. DETAIL R TYPICAL HORIZONTAL JAM DETAIL SCALE 1 : 8 --I (l o" ) i 0 41 1/2" SECTION T -T TYPICAL VERTICAL JAMB DETAIL SCALE 1 : 8 1/4N 2-18 1/4 /2-18 (1/2") ate O 0 O 0 0 DETAIL M TYPICAL CORNER DETAIL SCALE 1 : 8 FILL GAPS AT MITERED CORNERS WITH SILICONE SEALANT. EXP E FEB.1 1.Z01Z REVISION HISTORY P/N CHANGED, WELD ALTERED SHEET SCALE 1:48 b I 0 "-a.* DETAIL P SCALE 1 : 8 N O 0 0 O 0 0 010 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION (3/4") (81/2") (1/2") RECEIVED_ CITY OF TU LA DETAIL N NOV 01 2010 TYPICAL JAMB AND DOOR MOUNT TERMINATION SCALE 1 : 8 PERMIT CENTER w z 03/12/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JW CHECKED BY. WS JOB NUMBER 206-039 LOUVER DOOR ASSEMBLY 1711 20F3 SHEET NUMBER . I- - + Hi/ 00 VIEW K -K CENTER VERTICAL JAMBS BETWEEN HORIZONTAL STEEL BEAMS AND SHIM AS NECESSARY TO PLUMB VERTICAL. THE MITERED CORNERS BETWEEN THE VERTICAL JAMBS AND THE HORIZONTAL JAMB SHOULD BE AS SYMMETRIC AS POSSIBLE. WELD IN PLACE AFTER POSITIONING JAMB. DETAIL R TYPICAL HORIZONTAL JAM DETAIL SCALE 1 : 8 --I (l o" ) i 0 41 1/2" SECTION T -T TYPICAL VERTICAL JAMB DETAIL SCALE 1 : 8 1/4N 2-18 1/4 /2-18 (1/2") ate O 0 O 0 0 DETAIL M TYPICAL CORNER DETAIL SCALE 1 : 8 FILL GAPS AT MITERED CORNERS WITH SILICONE SEALANT. EXP E FEB.1 1.Z01Z REVISION HISTORY P/N CHANGED, WELD ALTERED SHEET SCALE 1:48 b I 0 "-a.* DETAIL P SCALE 1 : 8 N O 0 0 O 0 0 010 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION (3/4") (81/2") (1/2") RECEIVED_ CITY OF TU LA DETAIL N NOV 01 2010 TYPICAL JAMB AND DOOR MOUNT TERMINATION SCALE 1 : 8 PERMIT CENTER w z 03/12/08 03 01/21/08 02 01/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JW CHECKED BY. WS JOB NUMBER 206-039 LOUVER DOOR ASSEMBLY 1711 20F3 SHEET NUMBER NOTES: 1. REFER TO DRAWING NO'S. 206-039-1701 (GENERAL ASSEMBLY NOTES) & 206-039-1801 (GENERAL INSTALLATION NOTES) FOR ADDITIONAL ASSEMBLY AND INSTALLATION REQUIREMENTS. 2. THE LOUVER DOORS ARE LOCATED IN THE RETURN AIR TOWERS (RAT). BOTH THE INTAKE AND THE EXHAUST LOUVER WILL OPEN INTO THE RAT. THE EXHAUST LOUVER WILL MOUNT WITH THE HINGES AT THE BOTTOM AND THE PERFORATED SKIN FACING OUTSIDE THE RAT. THE INTAKE LOUVER WILL MOUNT WITH THE HINGES AT THE TOP AND THE PERFORATED SKIN FACING INSIDE THE RAT. 3. THE FOLLOWING MUST BE COMPLETED BEFORE THE INSTALLATION PROCEDURE CAN BEGIN: A. ASSEMBLE THE LOUVER DOORS. SEE SHEET 1 FOR ASSEMBLY INSTRUCTIONS. B. INSTALL THE LOUVER DOOR MOUNT (ITEM 6) AND CENTER BETWEEN VERTICAL STEEL BEAMS LEFT TO RIGHT AND HORIZONTAL BEAM FRONT TO BACK. SEE DETAILS "H" AND "N" FOR CLARIFICATION. SHIM AS NECESSARY TO LEVEL THE DOOR MOUNT AND USE FASTENERS SHOWN IN DETAIL "H" TO ATTACH THE DOOR MOUNT TO THE RAT STRUCTURAL STEEL. C. INSTALL THE DOOR JAMBS. SEE SHEET 2 FOR DOOR JAMB INSTALLATION. 4. WHERE REQUIRED, APPLY SAFETY WIRE AS PER INDUSTRY STANDARDS. IF UNCLEAR AS TO WHICH STANDARDS MAY APPLY, CONTACT SKYVENTURE FOR CLARIFICATION. 5. LOUVER AND ACTUATOR INSTALLATION PROCEDURE: A. IF THE ACTUATORS (ITEMS 8 & 9) ARE NOT ALREADY ATTACHED TO THE CLEVIS BRACKETS (ITEM 7), DO SO USING THE SUPPLIED CLEVIS PINS AND SECURE WITH THE SUPPLIED COTTER PINS (SEE DETAIL "F"). B. EACH LOUVER (INTAKE & EXHAUST) WILL USE ONE OF EACH ACTUATOR (A &B) (ITEMS 8 & 9). THE EXHAUST LOUVER MOTORS WILL FACE UP AND THE INTAKE LOUVER MOTORS WILL FACE DOWN. ORIENT ALL ACTUATORS SO THAT THE MOTOR IS BETWEEN THE ACTUATOR SCREW AND THE RAT STRUCTURAL STEEL. CLEVIS BRACKETS MUST BE ORIENTED AS SHOWN IN DETAILS "F" AND "G". SEE TOP, DETAIL, AND SECTION VIEWS FOR ORIENTATION CLARIFICATION. ONCE PROPER LOCATION AND ORIENTATION IS DETERMINED, ATTACH THE ACTUATOR CLEVIS BRACKETS TO THE RAT STRUCTURAL STEEL IN THE APPROPRIATE LOCATIONS USING FASTENERS SHOWN IN DETAIL VIEW "CLEVIS BRACKET". APPLY THREAD LOCKER (ITEM 18) AND TORQUE ALL BOLTS PER THE GENERAL ASSEMBLY NOTES. PERMANENTLY AND CLEARLY MARK THE HEADS OF THE BOLTS TO INDICATE USE OF LOCTITE FOR INSPECTION PURPOSES. C. INSTALL THE LOUVER DOORS IN THE CORRECT LOCATION (EXHAUST OR INTAKE). FASTEN THE HINGES TO THE LOUVER DOOR MOUNT USING THE FASTENERS SHOWN IN DETAIL "H'. ALIGN EACH DOOR TO OPEN AND CLOSE WITHOUT INTERFERENCE. TORQUE ALL 5/16-18 BOLTS PER THE GENERAL ASSEMBLY NOTES. SECURE THE BOLTS WITH SAFETY WIRE. DO NOT APPLY THREAD LOCKER TO THESE BOLTS. D. ATTACH THE ACTUATOR TRAVEL NUT TO THE LOUVER TRUNNION ON BOTH ENDS OF EACH DOOR USING THE CLEVIS PIN AND KEEPER PLATE AS SHOWN IN DETAIL "L". ADJUST THE TRAVEL NUT SO THE DOOR WILL OPEN AND CLOSE EVENLY ON BOTH SIDES. TORQUE KEEPER PLATE BOLTS (3/8-16 GR 5) PER THE GENERAL ASSEMBLY NOTES. SECURE THE BOLTS WITH SAFETY WIRE (ITEM 17). DO NOT APPLY THREAD LOCKER TO THESE BOLTS. QUANTITIES SHOWN ARE FOR A SINGLE RAT. THERE ARE TWO RATS PER TUNNEL. ACTUATOR MOTOR ACTUATOR SCREW - RAT STRUCTURAL STEEL CLEVIS BRACKET CLEVIS PIN (SHIPPED WITH CLEVIS BRACKET) COTTER PIN (SHIPPED WITH CLEVIS BRACKET) LOUVER DOOR—\,1/4 RAT STRUCTURAL STEEL clt UI ". CLEVIS PIN, KEEPER PLATE AND HARDWARE SUPPLIED WITH LOUVER DOOR ASSEMBLY 519 ACTUATOR SHAFT • • • DETAIL F SCALE 1 : 8 n► K I j1 I 11 SMOOTH iSKIN 1 1 1 I 1 1 `►K TRUNNION ACTUATOR SCREW DETAIL L SCALE 1 : 4 �-TRAVEL NUT ASSEMBLY (PRE-INSTALLED & SHIPPED WITH ACTUATOR) RAT STRUCTURAL STEEL 02\ POSITION ALL ACTUATORS WITH THE ACTUATOR SCREW BETWEEN THE MOTOR AND THE LOUVER. DETAIL G SCALE 1 : 8 4X EACH CLEVIS BRACKET. USE 7/8-9 X 2.5 STRUCTURAL BOLTS, WASHERS AND NUTS (ITEMS 12, 13 & 14). APPLY LOCTITE (ITEM 18) TO THE THREADS BEFORE INSTALLING. TORQUE THE BOLTS PER THE GENERAL ASSEMBLY NOTES. SHIM UNDER TOP TWO BOLTS AS NECESSARY. PERMANENTLY & CLEARLY MARK THE HEADS OF THE BOLTS TO INDICATE THE USE OF LOCTITE DETAIL VIEW (CLEVIS BRACKET) FOR INSPECTION PURPOSES. SCALE 1:6 ACTUATOR NOT SHOWN FOR CLARITY INSTALL EXHAUST LOUVER ACTUATORS WITH MOTOR FACING UP & MOTOR SHAFT TO OUTSIDE OF MAIN SCREW SHAFT. PERFORATED SKIN SMOOTH SKIN INSTALL INTAKE LOUVER ACTUATORS WITH MOTOR FACING DOWN & MOTOR SHAFT TO OUTSIDE OF MAIN SCREW SHAFT. SECTION E -E SECTION C -C PERFORATED i SKIN SECTION D -D USE 3/4-10 X 2 1/2 BOLTS AND WASHERS (ITEMS 10& 11) TO ATTACH LOUVER DOOR MOUNT TO THE RAT STRUCTURAL STEEL. APPLY LOCTITE (ITEM 18) TO THE THREADS BEFORE INSTALLING. TORQUE THE BOLTS PER THE GENERAL ASSEMBLY NOTES. PERMANENTLY & CLEARLY MARK THE HEADS OF THE BOLTS TO INDICATE THE USE OF LOCTITE FOR INSPECTION PURPOSES. SHIM AS NECESSARY TO LEVEL. PILLOW BLOCK EACH HINGE IS COMPRISED OF FOUR PILLOW BLOCKS JOINED BY A SINGLE HINGE PIN. TWO OF THE PILLOW BLOCKS ARE FASTENED TO THE LOUVER DOOR AND THE REMAINING TWO ARE FASTENED TO THE LOUVER DOOR MOUNT. DETAIL H SCALE 1 : 4 03 03 USE 5/16-18 X 1 1/4 DRILLED BOLTS AND LOCK WASHERS (ITEMS 15 & 16) TO FASTEN DOOR HINGES TO THE LOUVER DOOR MOUNT. TORQUE THE BOLTS PER THE GENERAL ASSEMBLY NOTES AND SECURE WITH SAFETY WIRE (ITEM 17). DO NOT APPLY THREAD LOCKER TO THESE BOLTS. J .•t j npi c t ED FEB 112012 blosacto TOP VIEW REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVIsinP' . 1 , fir c SHEET SCALE 1:32 REVISION HISTORY 02 P/N CHANGED, NOTE ALTERED 03 BOLT SIZE CHANGE FOR ACTUATOR CLEVIS BRACKET TO STEEL. SILICONE SEALANT ADDED TO BOM 19 A/R SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT 18 A/R THREAD LOCKER, HIGH STRENGTH, LOCTITE 2760 (NO SUBSTITUTES) 17 A/R WIRE, .051 DIA 16 28 15 28 SS 316L BOLL 5/16-18 X 1 1/4, DRILLED HEX HEAD, ZINC PLATED (WASHER, 5/16, LOCK, SPRING TYPE, ZINC PLATED 14 16 STEEL GR 5 STEEL HD NUT, 7/8-9, HEAVY HEAX HEAD, GALVANIZED STEEL A563 03/12/08 03 01/21/08 02 13 32 WASHER, 7/8, STRUCTURAL, FLAT, GALVANIZED STEEL F436 01/18/08 01 DATE ISSUE/REVISION 12 16 11 40 BOLL 7/8-9 X 2.5, HEAVY HEX HEAD, GALVANIZED STEEL A325 WASHER, 3/4, STRUCTURAL, FLAT, GALVANIZED 10 40 STEEL F436 BOLT, 3/4-10 X 2 1/2, HEAVY HEX HEAD, GALVANIZED STEEL A325 9 2 206-036-1131 LOUVER DOOR ACTUATOR B ASSEMBLY 8 2 206-036-1130 LOUVER DOOR ACTUATOR A ASSEMBLY 7 4 SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. 206-036-1126 LOUVER DOOR ACTUATOR CLEVIS ASSEMBLY DRAWN BY: JW CHECKED Br WS 6 2 206-036-1121 LOUVER DOOR MOUNT, ASSEMBLY 5 2 206-036-1124-03 LOUVER DOOR JAMB, VERTICAL, OPPOSITE HAND J08 NUMBER 206-039 4 2 206-036-1124-02 LOUVER DOOR JAMB, VERTICAL 3 2 206-036-1124-01 LOUVER DOOR JAMB, HORIZONTAL 2 1 206-036-1707-02 LOUVER DOOR, EXHAUST 1 1 206-036-1707-01 ITEM NO. QTY. PART NUMBER LOUVER DOOR, INTAKE RECEIV CITY OF TULA NOV 01 2010 —PERMIT CENTER LOUVER DOOR ASSEMBLY MATERIAL GRADE BILL OF MATERIALS 1711 30F3 SHEET NUMBER NOTES: 1. NO ASSEMBLY REQUIRED ..: .. 44/44zz, ;,.. .: bLoa9& EXIF FEB 1,1 Z012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKKwVILA NOV 01 2010 PERMIT CENTER SHEET SCALE 1:24 Z D 01/21/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED BY: JW JOB NUMBER 206-039 TURN 3 ASSEMBLY 1712 1 OF 1 s11rrT NUMBLR NOTES: 1. NO ASSEMBLY REQUIRED btoua EXPIIE FEB .1,12012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION! RECEIVED_ CITY QF TUKWLA Nuv 01 2010 PERMIT CENTER SHEET SCALE 1:24 N CV Q O ^ Z v 0 COCO SC W __J l J - 0 F12 CI) CD a n Z pWVX= Z�LL3 3 01/21/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: ws CHECKED BY: JW JOB NUMBER 206-039 TURN 4 ASSEMBLY 1 71 3 1 OF 1 SHEET NUMBER NOTES: 1. SEE DRAWING 206-039-1701 (GENERAL ASSEMBLY NOTES) FOR ADDTIONAL ASSEMBLY REQUIREMENTS. 2. THE INLET CONTRACTOR ASSEMBLY DRAWING PROVIDES A BILL OF MATERIAL FOR THE FASTENERS USED TO ASSEMBLE THE FIBERGLASS SECTIONS. FOR DETAILED ASSEMBLY INSTRUCTIONS SEE DRAWING NO. 206-039-1814. BOLT THE SECTIONS TOGETHER USING 5/16-18 X 1-1 /2 ZINC PLATED GR. 5 BOLTS AND NUTS WITH FLAT AND LOCK WASHERS (ITEMS 1, 2, 3 & 4) PROVIDED BY FIBERGLASS MANUFACTURER). USE ONE FLAT WASHER ON EACH SIDE OF THE FLANGES FOR EACH BOLT. DETAIL A SCALE 1 : 2 REVISION HISTORY P/N CHANGED SHEET SCALE 1:32 EXHR FEB 1 1 2012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION RECEIVED. CITY OF TUKKIWMLA NUV 01 2010 PERMIT CENTER SKYVENTURE 01/21/08 02 01/16/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED BY: JW 5 A/R SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT JOB NUMBER 206-039 4 500 WASHER, 5/16, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 3 1000 WASHER, 5/16, SAE, FLAT, ZINC PLATED STEEL HD 2 500 NUT, 5/16-18, HEX HEAD, ZINC PLATED STEEL GR 5 1 500 BOLT, 5/16-18 X 1 1/2, HEX HEAD, ZINC PLATED STEEL GR 5 INLET CONTRACTOR ASSEMBLY ITEM NO. QTY. DESCRIPTION MATERIAL GRADE BILL OF MATERIALS 1714 1 OF 1 SHEET NUMBER REVISION HISTORY GENERAL INSTALLATION NOTES: 1. THESE NOTES APPLY TO THE INSTALLATION OF ALL COMPONENTS UNLESS OTHERWISE SPECIFIED ON A PARTICULAR INSTALLATION DRAWING. 2. FOR COMPONENTS WITH LIFTING TABS, REVIEW THE INSTALLATION DRAWINGS BEFORE LIFTING THE COMPONENT. IN MOST CASES ANGULAR LOADING CANNOT BE APPLIED IN A CERTAIN DIRECTION, SO SPREADER BARS MUST BE USED, 3. DOW CORNING PAINTABLE SILICONE SEALANT (PRODUCT NUMBER 4045095) OR EQUIVALENT MUST BE USED TO SEAL ALL JOINTS AS INDICATED IN DRAWINGS TO PREVENT AIRFLOW LEAKS AND NOISE. ADDED NOTE 17. 4. LOCTITE 2760 (NO SUBSTITUTES) MUST BE USED ON FASTENER THREADS AS INDICATED IN DRAWINGS TO PREVENT FASTENERS FROM BACKING OUT DUE TO VIBRATION AND/OR TO HELP PREVENT AIRFLOW LEAKS. FASTENER HEADS MUST BE CLEARLY AND PERMANENTLY MARKED TO INDICATE THE USE OF LOCTITE FOR INSPECTION PURPOSES. FOLLOW MANUFACTURER INSTRUCTIONS IF IT IS NECESSARY TO REMOVE A FASTENER SECURED BY LOCTITE. LOCTITE MUST NOT BE USED WHEN SAFETY WIRE IS SPECIFIED. SHEET SCALE 1:1 5. SAFETY WIRE IS SPECIFIED IN PLACE OF LOCTITE IN SOME INSTANCES AND MUST BE APPLIED PER INDUSTRY STANDARDS. IF UNSURE OF WHICH STANDARDS MAY APPLY, CONTACT SKYVENTURE FOR CLARIFICATION. LOCTITE MUST NOT BE USED WHEN SAFETY WIRE IS SPECIFIED. 6. DUE TO SHIMMING AND TOLERANCES, SOME BOLTS MAY REQUIRE ADDITIONAL FLAT WASHERS TO PREVENT THE NUT FROM JAMMING ON THE UNTHREADED PORTION OF THE BOLT. FULL THREAD ENGAGEMENT MUST STILL BE MAINTAINED. WHEN FULLY TORQUED, BOLTS SHOULD HAVE A MINIMUM OF TWO FULL THREADS EXPOSED PAST THE NUT. 7. TORQUE ALL BOLTS TO VALUES INDICATED IN TORQUE TABLE. ALL VALUES ARE SPECIFIED FOR DRY (UNLUBRICATED) SURFACES. ADJUST TORQUES LOWER APPROPRIATELY IF SURFACES ARE LUBRICATED. BEFORE APPLYING TORQUE TO ANY FASTENER, ALL THREADS MUST BE CLEAN AND FREE OF BURRS. IF 5/8-11 OR 3/4-10 BOLTS ARE USED ON ANY FIBERGLASS COMPONENT, USE LOCTITE 2760 IN ADDITION TO THE LISTED REDUCED TORQUE, 8. ANY HELD WELDING NOT SPECIFIED ON THE INSTALLATION DRAWINGS MUST BE APPROVED BY SKYVENTURE ENGINEERING PRIOR TO WELDING. 9. ALL WELDS AND GROUND SURFACES MUST BE COATED WITH RUST INHIBITIVE PRIMER. 10. SEAL ALL RIVETS & HOLES IN STAGING AREA (SA) ROOF AND ELSEWHERE IN FLIGHT CHAMBER (FC). THIS INCLUDES HOLES USED FOR LIFTING FIXTURES. COMPONENT INSTALLATION NOTES: 11. THE APPROXIMATE WEIGHT OF EACH COMPONENT IS LISTED IN THE WEIGHT TABLE, ALONG WITH COMMON ABBREVIATIONS USED WHEN REFERRING TO THE COMPONENTS. 12. ALIGNMENT OF THE INSIDE SURFACES AT ALL COMPONENT INTERFACES IS CRITICAL. AIR MUST BE ABLE TO FLOW SMOOTHLY FROM ONE COMPONENT TO ANOTHER WITH NO STEPS OR GAPS 13. WITH THE EXCEPTION OF THE INLET CONTRACTOR (IC) AND PRIMARY DIFFUSER (PD), NONE OF THE FIBERGLASS COMPONENTS HAVE HOLES IN THE INTERFACE FLANGES. THEY ARE INTENDED TO BE CLAMPED TO THE MATING STEEL PART AND MATCH DRILLED BEFORE FASTENERS ARE INSERTED. SEE INDIVIDUAL INSTALLATION DRAWINGS FOR MORE DETAIL. 14. FLAT WASHERS MUST BE USED ON ALL FASTENERS THAT MAKE CONTACT WITH FIBERGLASS (BOTH BOLT AND NUT SIDE). 15. ALL OF THE UPPER DECK/SERVICE DECK COMPONENTS (T1, ITD, FANS, OTD, AND T2) MUST BE IN PLACE AND ALIGNED BEFORE ANY OF THE MOUNTING BOLTS ARE TORQUED. SNUG THE BOLTS FOR EACH COMPONENT WHILE OTHER COMPONENTS ARE PLACED AND ALIGNED. 16. JACK BOLTS ARE PROVIDED FOR SOME COMPONENTS TO AID IN ALIGNMENT. IF THESE JACK BOLTS ARE USED, SHIM THE FULL SPAN BETWEEN THE JACK BOLTS AND THE FULL WIDTH OF THE SUPPORT BRACKET. THE JACK BOLTS ARE OUTSIDE OF THE LOAD PATH AND MUST BE REMOVED AFTER THE SHIMS AND BOLTS ARE INSTALLED. LONGER MOUNTING BOLTS THAN SPECIFIED MAY BE NEEDED ONCE THE SUPPORT BRACKETS ARE SHIMMED. WEIGHT TABLE COMPONENT CABLE FLOOR ABBREVIATION WEIGHT (LBS.) FLIGHT CHAMBER (PER SECTION - 2 PER TUNNEL) STAGING AREA 1: NO CONTROL ROOM CF FC 4,100 STAGING AREA 2: W/CONTROL ROOM * PRIMARY DIFFUSER SA1 1,500 6600 SA2 PD 5500 17,300 TURN 1 (PER TURN BOX - 2 PER TUNNEL) INLET TRANSITION DUCT FANS (PER FAN - 4 PER TUNNEL) Ti ITD 9,000 OUTLET TRANSITION DUCT 900 16,400 OTD TURN 2 (PER TURN BOX - 2 PER TUNNEL) LOUVER (4 PER TUNNEL) T2 3,150 13,850 5,600 TURN 3 (PER INDIVIDUAL BANK - 5 PER TURN) T3 TURN 4 (PER INDIVIDUAL BANK - 5 PER TURN) T4 1,400 INLET CONTRACTOR IC 1,400 5,800 * INCLUDES AN ESTIMATE OF 1,200 LBS. FOR EQUIPMENT, WALLS, ETC. 17. BOLTS THAT CONNECT ONE COMPONENT TO THE NEXT ARE SPECIFIED IN THE BILL OF MATERIALS OF THE DOWNSTREAM COMPONENT INSTALLATION DRAWING. tOftft REVI�iNOMP LIANCE EDFOR 02 CODE C APPROVED MAR 18 lull eZ1($9 City of Tukwila BUILDING DIULSIOM FEB 11 2012 TORQUE TABLE rom 1/21/08 02 1/14/08 01 DATE ISSUE/REVISION STANDARD FIBERGLASS BOLT SIZE 1/4-20 GRADE TORQUE (FT -LBS) 5 10 TORQUE (IN -LBS) 120-125 TORQUE (FT -LBS) SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: ws CHECKED BY: JW 5/16-18 3/8-16 1/2-13 5 18-20 216-240 5 5 30-35 75-80 360-420 Ct+OOF-T- KWtLA NOV- r'I 2010 JOB NUMBER 206-039 1/2-13 5/8-1 1 8 115-120 PERM1LCENTER 5 150-155 115-120 3/4-10 5 250-260 115-120 GENERAL INSTALLATION NOTES 1801 1 OF 1 SHEET NUMBER NOTES: 1. SEE DRAWING NO. 206-039-1801 (GENERAL INSTALLATION NOTES) FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. INSTALLATION INSTRUCTIONS: A. PLACE CABLE FLOOR (CF) ON STRUCTURAL STEEL AND CENTER IN OCTAGON. B. CF CAN BE CLOCKED IN 7 1/2° INCREMENTS FOR ALIGNMENT WITH INLET CONTRACTOR. SKYVENTURE WILL MAKE FINAL DETERMINATION ON ORIENTATION OF CF. C. USE THE JACKING BOLTS PROVIDED (ITEM 1) TO LEVEL THE ASSEMBLY. SHIM THE CF AS NECESSARY TO HOLD IT LEVEL AND REMOVE THE JACKING BOLTS. D. TACK WELD THE CF IN PLACE. NO OTHER WELDING TO THE CF IS ACCEPTABLE WITHOUT PRIOR APPROVAL FROM SKYVENTURE ENGINEERING. SEE DRAWING NO. 206-039-1803 FOR FLIGHT CHAMBER AND STAGING AREA INSTALLATION STAGING AREA SIDE EXTENDED BASE PLATE SHELF USED TO SUPPORT OBSERVATION LEVEL STEEL DECKING iv 111 1111111 SEE DRAWING NO. 206-039-1814 FOR INLET CONTRACTOR INSTALLATION. \\\ DETAIL B SCALE 1 : 4 SOME EDGES HIDDEN FOR CLARITY l —(5") A A RETURN AIR TOWER LOCATED ON BOTH SIDES SECTION A -A SKYVENTURE 14R4-4.3 CABLE FLOOR P/N 206-039-1702 FLIGHT CHAMBER SIDE 16-8" Q TO q TYP. /2") REVISION NOTES Q TO Q DIM CHANGED, STEEL BEAMS ALTERED NOTES ON DETAIL VIEW "B" CHANGED JACK BOLT LENGTH SHEET SCALE 1:48 WELDED NUTS ARE SPACED AT 7.5 DEGREES RADIALLY TO CENTER ON SUPPORT STEEL FOR JACKING BOLTS. USE FULLY THREADED 1-8 X 4 A JACKING BOLTS (ITEM 1) TO LEVEL . BOLTS SHALL BE REMOVED AFTER SHIMMING. 4 DETAIL C SCALE 1 : 4 Qi oc•-•ictb EXF1E FEB .11 2012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION RECEIV(D, CITY OF TU�KwVILA NUV 01 2010 PERMIT CENTER Z 1/21/08 03 01/18/08 02 01/17/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: ws CHECKED BY: JW JOB NUMBER 206-039 1 BOLT, 1-08 X 4, HEX HEAD, ZINC PLATED, FULLY THREADED STEEL GR 5 ITEM NO. QTY. DESCRIPTION MATERIAL GRADE BILL OF MATERIALS CABLE FLOOR INSTALLATION 1802 1 OF 1 SHEET NUMBER /02\ TYP. CLOCKING 7.50° )-'" INCREMENT - ° r1 1 I \--.. (16'-2 o • (15'-11 3/4") /2") REVISION NOTES Q TO Q DIM CHANGED, STEEL BEAMS ALTERED NOTES ON DETAIL VIEW "B" CHANGED JACK BOLT LENGTH SHEET SCALE 1:48 WELDED NUTS ARE SPACED AT 7.5 DEGREES RADIALLY TO CENTER ON SUPPORT STEEL FOR JACKING BOLTS. USE FULLY THREADED 1-8 X 4 A JACKING BOLTS (ITEM 1) TO LEVEL . BOLTS SHALL BE REMOVED AFTER SHIMMING. 4 DETAIL C SCALE 1 : 4 Qi oc•-•ictb EXF1E FEB .11 2012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION RECEIV(D, CITY OF TU�KwVILA NUV 01 2010 PERMIT CENTER Z 1/21/08 03 01/18/08 02 01/17/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: ws CHECKED BY: JW JOB NUMBER 206-039 1 BOLT, 1-08 X 4, HEX HEAD, ZINC PLATED, FULLY THREADED STEEL GR 5 ITEM NO. QTY. DESCRIPTION MATERIAL GRADE BILL OF MATERIALS CABLE FLOOR INSTALLATION 1802 1 OF 1 SHEET NUMBER NOTES: 1. SEE DRAWING NO. 206-039-1801 (GENERAL INSTALLATION NOTES) FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. INSTALLATION INSTRUCTIONS: A. ALIGNMENT HOLES HAVE BEEN PRE -DRILLED INTO THE BOTTOM OF EACH SECTION. ALIGN THE //\, HOLES WITH THE LOCATING PINS INSTALLED IN THE CABLE FLOOR AND LOWER EACH SECTION /02\ INTO PLACE. B. VERIFY ALIGNMENT OF THE SURFACES INSIDE THE FLOWPATH. ALL SURFACES MUST BE FLUSH. C. THERE ARE A TOTAL OF 4 CONNECTIONS OF ADJOINING SECTIONS THAT MUST BE MADE. INSTALL 3/8-16 X 1" BOLTS, WASHERS AND NUTSCTITE (ITEMS 6,7 & 8)AS SEEN IN VIEW 'TYPICAL CONNECTION BETWEEN FC/SA SCTIONS". APPLYTHE BOLTS BEFORE INSTALLING THEM. INSTALL METAL HOLE PLUGTEM (I EM 9)10)TF WWITH A BEAD OF THE THREADSO O SILICONE SEALENT (ITEM 11) TO AVOID UNWANTED REMOVAL. D. FROM THE INSIDE OF THE CABLE FLOOR, INSTALL 1/2-13 X 1 1/2" BOLTS AND WASHERS (ITEMS 4 & 5) TO BOLT THE FLIGHT CHAMBER AND STAGING AREA SECTIONS TO THE CABLE FLOOR. APPLY LOCTITE (ITEM 10)TO THE THREADS OF THE BOLTS BEFORE INSTALLING THEM. E. CAULK ALL INTERFACES & LIFT POINT HOLES *IMMEDIATELY* WITH SILICONE SEALANT (ITEM 11) FOR AIR/WATER TIGHT SEAL. F. REMOVE BOLTS FROM ANGLE SECTIONS WHERE TWO HALVES OF STAGING AREA MEET AND TRIM VERTICAL SECTION AT LEAST 2" BELOW TOP OF CABLE FLOOR (SEE SECTION "D''). G. INSTALL STEEL DECKING (ITEMS 1,2,&3). 3. MULTIPLE OPTIONS EXIST FOR THE PICTURED COMPONENTS, SO COMPONENTS RECEIVED MAY NOT LOOK EXACTLY LIKE PICTURES SHOWN. LOCATION OF TYPICAL CONNECTIONS BETWEEN FC/SA SECTIONS.. R12' O 3/16" SKYVENTURE 14R4-4.3 FLIGHT CHAMBER & STAGING AREA P/N 206-039-1703 (FC) & P/N 206-039-1704 (SA)A 77D 158.90° REVISION HISTORY P/N ADDED, NOTE 4 ADDED, NOTE 2 ALTERED SHEET SCALE 1:24 REMOVE BOLTS FROM CENTER SUPPORT ANGLES AND TRIM VERTICAL ANGLE BELOW TOP OF CABLE FLOOR 2 PLACES ALONG TOP TUBE, 4 PLACES DOWN BOTH VERTICAL TUBES, 10 TOTAL. SECTION .D -D SCALE 1 : 8 VIEW ROTATED AND CROPPED FOR CLARITY 4_ DETAIL VIEW TYPICAL CONNECTION BETWEEN FC/SA SECTIONS • ALIGN ALL FLOWPATH SURFACESNN AND CAULK ALL INTERFACES , 4 aW SCALE 1 : 48 y.. 4.> 4 PLACES ALONG TUBE— bkig(ip rat FEB 1.12012. 11 A/R ( 9'-5 / 16" ) 4.;' 4 PLACES ALONG TUBE REVIEWED FOR CODE COMPLIANCE- APPDOVED MAR 18 2011 4 LACES ALPONG TUQ3E�UI�ifyof DIVISION la I BUILDING DIVISION N CN. NO pLa^owU h Ozo LL ens M c o LO ow>< vza¢ z � 3 1/21/08 02 1/17/08 01 DATE ISSUE/REVISION SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT 10 A/R THREAD LOCKER, HIGH STRENGTH, LOCTITE 2760 (NO SUBSTITUTES) SkyVenture hereby expressly reserves the property rights to this drawing and It Is not to be reproduced. copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. 9 44 7/8" METAL HOLE PLUG SS 8 22 NUT, 3/8-16, HEX HEAD .35 DRAWN BY: ws CHECKED BY: JW 7 44 WASHER, 3/8, FLAT SS 6 5 4 22 12 12 BOLT, 3/8-16 X 1, HEX HEAD WASHER, 1/2, FLAT 1TY REQ 1JK WOW BOLT, 1/2-13 X 1 1/2, HEX HEAD, FULLY THREADED NOVSg 1 201 LA 0 JOB NUMBER 206-039 3 2 206-039-0410-03 SA METAL DECK, EXIT PERMIT CENTE R 2 1 206-039-0410-02 SA METAL DECK, ENTRANCE 1 1 206-039-0410-01 SA METAL DECK, CONTROL ROOM FLIGHT CHAMBER & STAGING AREA INSTALLATION ITEM NO, QTY. PART NUMBER DESCRIPTION MATERIAL GRADE BILL OF MATERIALS 1803 1 OF 1 SHEET NUMBER NOTES: 1. SEE DRAWING NO. 206-039-1801 (GENERAL INSTALLATION NOTES) FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. THE PRIMARY DIFFUSER (PD) IS LOCATED ABOVE THE FLIGHT CHAMBER (FC) AND DIRECTS THE AIR FLOW INTO TURN 1. IT IS CRITICAL THAT THE TOP FLANGE STIFFENER PLATES ARE IN PLACE AND SECURE BEFORE LIFTING THE PD. THE PD MAY BE SAFELY HOISTED BY RIGGING THE STEEL TUBE FRAME AT THE TOP. 3. ENSURE THE LIGHT GAUGE STAINLESS STEEL FAIRING ON TOP OF THE FLIGHT CHAMBER IS PROTECTED FROM DAMAGE PRIOR TO LIFTING THE PD. EXTREME CARE MUST BE TAKEN TO ENSURE THE FAIRING IS NOT DAMAGED DURING THE LIFT. 4. THERE ISA 1" DESIGNED GAP BETWEEN THE PD AND THE FC, SEE DRAWING 206-039-1815. THERE WILL BE SIGNIFICANT DEFLECTION OF THE STEEL DECKS THAT SUPPORT BOTH THE PD AND THE FC AS EQUIPMENT, CONCRETE, ETC. ARE SET IN PLACE. DO NOT ALLOW THE FLIGHT CHAMBER TO CARRY THE LOAD OF THE PD AT ANY TIME. USE THE SUPPLIED JACK BOLTS DURING CONSTRUCTION TO PREVENT ANY LOAD ON THE FLIGHT CHAMBER. ONCE ALL EQUIPMENT AND CONCRETE IS IN PLACE, SHIM THE PD SUPPORT BRACKETS AS NECESSARY TO ACHIEVE THE DESIGNED 1" GAP BETWEEN THE PD AND THE FC ALL THE WAY AROUND. THE STEEL TUBE FRAME AT THE TOP WILL BE USED FOR ALIGNING THE PD TO TURN 1 AND FOR STRUCTURAL STABILITY UNDER WIND LOAD. THE TUBE FRAME WILL BE SECURED TO THE STRUCTURE USING AN ADJUSTABLE LENGTH ROD AND SPHERICAL BEARING ASSEMBLY AS SHOWN IN DETAIL "D". THE TOP ATTACHMENT ASSEMBLY (ITEM 1) MUST BE BOLTED TO THE PD TOP STEEL FRAME AFTER IT HAS BEEN PLACED WITHIN THE STRUCTURE. THE MEMBER IS DESIGNED TO ALLOW FOR VERTICAL MOVEMENT AT THE PD TO SERVICE DECK INTERFACE WITHOUT TRANSFERRING ANY VERTICAL LOADS TO THE FIBERGLASS DIFFUSER FROM THE STEEL. 6. INSTALLATION INSTRUCTIONS: A. ENSURE THAT THE FLIGHT CHAMBER (FC) AND STAGING AREA (SA) ARE IN PLACE AND PROPERLY ALIGNED BEFORE INSTALLATION OF THE PRIMARY DIFFUSER. REFER TO DRAWING 206-039-1803 FOR FC AND SA INSTALLATION. THE SPLIT FLANGES AT THE FLIGHT CHAMBER/PD INTERFACE WILL BE SHIMMED APART AT ASSEMBLY TO PROVIDE ADEQUATE CLEARANCE AROUND THE SKINNING SYSTEM EXTENDING ABOVE THE FLIGHT CHAMBER. LOWER THE PD INTO PLACE AVOIDING ANY CONTACT WITH THE FLIGHT CHAMBER SKINNING SYSTEM. ONCE THE PD IS IN POSITION, REMOVE THE SHIMS, INSTALL ANY FASTENERS THAT WERE REMOVED TO SHIM THE SPLIT FLANGES APART, TORQUE ALL FASTENERS TO THE PROPER VALUE, AND ADD SEALANT AS REQUIRED (SPECIFIED IN THE GENERAL INSTALLATION NOTES) TO CREATE AIR—TIGHT SEAL AT ALL JOINTS. DUE TO SHIMMING OF THE SPLIT FLANGES, IT IS POSSIBLE THAT THE SUPPORT BRACKETS WERE NOT FULLY INSTALLED. COMPLETE INSTALLATION OF THE SUPPORT BRACKETS USING THE PROVIDED FASTENERS. ONCE THE SUPPORT BRACKETS HAVE BEEN INSTALLED, LEVEL THE PD AND ALIGN IT WITH THE FLIGHT CHAMBER BY USING THE SUPPLIED JACK BOLTS. SHIM THE SUPPORT BRACKETS AS REQUIRED TO ACHIEVE THE DESIRED GAP PER NOTE 4. DO NOT ALLOW THE FLIGHT CHAMBER TO CARRY THE LOAD OF THE PD AT ANY TIME. ONCE PROPER ALIGNMENT HAS BEEN ACHIEVED, AND THE SUPPORT BRACKETS SHIMMED, REMOVE THE JACK BOLTS AND FASTEN THE SUPPORT BRACKETS TO THE STRUCTURAL STEEL USING THE FASTENERS SPECIFIED BELOW (ITEMS 2,3,4 &5). D. CONNECT THE ADJUSTABLE LENGTH TIE ROD AND CLEVIS ASSEMBLIES SHOWN IN DETAIL "D". THE CLEVIS ASSEMBLIES WILL BE USED TO ADJUST THE PLAN LOCATION OF THE TOP OF THE DIFFUSER TO ALIGN IT TO TURN 1 ONCE IT IS INSTALLED. AIR FLOW 16'-11 15/16" CLEARANCE ENVELOPE OF TOP FRAME 17'-211/16"TYP SECTION B—B 15'-6 11/16" TYP INSIDE CLEARANCE SKYVENTURE 14R4-4.3 PRIMARY DIFFUSER 206-039-1705 1 B 16' 8" TYP 15'-8' TYP t 2'-4 3/8" TO TOP OF FIBERGLASS - Q OF TOP ATTACHMENT ASSEMBLIES 014L6" VIEW A—A 016-r BOLT CIRCLE — JACK BOLTS FLOW PATH l 27'-11" TO TOP OF FIBERGLASS 1 B A RUBBER SEAL WILL BE INSTALLED BETWEEN THE PD AND TURN 1 INTERFACE. REFER TO DRAWING 206-039-1816 FOR PD—T1 SEAL INSTALLATION. STIFFENER PLATES MUST BE SECURELY ATTACHED BEFORE LIFTING ASSEMBLY REVISION HISTORY P/N CHANGED, NOTE 6 ALTERED, CHANGED LOOK OF TEMP STANDOFFS ADDED TOP ATTACHMENT ASSEMBLIES & BOLTS TO BOM. ALTERED NOTES ACCORDINGLY MODIFIED AND ADDED FOAM BLOCKS, ALTERED NOTES REMOVED TEMPORARY STAND OFFS. ADDED P/N TO BOM. THE INSIDE WALLS MUST BE ALIGNED TO PROVIDE AN UNINTERRUPTED SURFACE BETWEEN THE PD AND THE FLIGHT CHAMBER. A FOAM SEAL WILL BE INSTALLED BETWEEN THE PD AND FLIGHT CHAMBER INTERFACE. REFER TO DRAWING 206- 039-1815 FOR FC/SA—PD SEAL INSTALLATION. ikz0z0mx/z-, /e, . / zr i 1 TYP. CROSS—SECTION THRU SPLIT FLANGE SCALE 1 : 4 Noel* USE JACK BOLTS TO LEVEL THE PD. DO NOT ALLOW THE FLIGHT CHAMBER TO CARRY THE LOAD OF THE PD AT ANY TIME. 2'-10 7/16"TYP A MI .1M SET ON STEEL DECK & SHIM AS REQUIRED FOR ALIGNMENT AND CLEARANCE WITH FLIGHT CHAMBER. DO NOT ALLOW THE FLIGHT CHAMBER TO CARRY THE LOAD OF THE PD AT ANY TIME. USE 3/4-10 X 3 1/2' BOLTS, NUTS & WASHERS (ITEMS 2,3,4 & 5) TO BOLT THE SUPPORT BRACKETS TO THE STRUCTURAL STEEL. FLAT WASHERS SHALL BE USED ON BOTH SIDES OF THE STEEL. (53/16") A c ISOMETRIC VIEW Ex SCALE 1:48 FIRED FEB .1,1 2012 USE 5/8-11 X 2" BOLTS, NUTS & WASHERS (ITEMS 6,7,8 & 9) TO BOLT THE TOP ATTACHMENT ASSEMBLIES TO THE TOP 04 STEEL FRAME OF THE PD. FLAT WASHERS SHALL BE USED ON BOTH SIDES OF THE STEEL REVIEWED FOR . CODE COMPLIANCE APPROVED / MAR 18 21111 City otTukwila BUILDING DIVISION , TOP ATTACHMENT ASSEMBLY WILL \% ADJUST THE PD POSTION DURING INSTALLATION. WILL ACT AS STRUCTURAL CONNECTION FROM PD TO STRUCTURAL STEEL IN SERVICE. DETAIL D SCALE 1 : 8 RECEIVE�Dp CITY OF TUKIMLA NUv 012010 PERMIT CENTER SHEET SCALE 1:32 CD LCNI O N. 3 OZ O'2 LUV3c#) (hMN O �a W .4ZE4 1 I z w l— ` V z V 06/23/08 05 6/05/08 04 2/29/08 03 1/21/08 02 1/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. 9 48 WASHER, 5/8, LOCK, SPRING TYPE, ZINC PLATED STEEL HD DRAWN BY: WS CHECKED BY: JW 8 96 WASHER, 5/8, STRUCTURAL, FLAT, GALVANIZED STEEL F436 7 48 NUT, 5/8-1 1, HEAVY HEX HEAD, GALVANIZED STEEL A563 6 48 BOLL 5/8-11 X 2, HEAVY HEX HEAD, GALVANIZED STEEL A325 JOB NUMBER 206-039 5 48 WASHER, 3/4, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 4 96 3 48 WASHER, 3/4, STRUCTURAL, FLAT, GALVANIZED STEEL F436 NUT, 3/4-10, HEAVY HEX HEAD, GALVANIZED 2 48 1 8 STEEL A563 BOLT, 3/4-10 X 3 1/2, HEAVY HEX HEAD, GALVANIZED 206-036-0517 PRIMARY DIFFUSER, TOP ATTACHMENT ASSEMBLY STEEL A325 PRIMARY DIFFUSER INSTALLATION ITEM NO. QTY. PART NUMBER DESCRIPTION BILL OF MATERIALS MATERIAL GRADE 1805 1 OF 1 SHEET NUMBER 1 1 r I • ,LLI m — =1- m r . . . . . . . . . . . . . . . . a if L_.I 10 11 LJ if I 27'-11" TO TOP OF FIBERGLASS 1 B A RUBBER SEAL WILL BE INSTALLED BETWEEN THE PD AND TURN 1 INTERFACE. REFER TO DRAWING 206-039-1816 FOR PD—T1 SEAL INSTALLATION. STIFFENER PLATES MUST BE SECURELY ATTACHED BEFORE LIFTING ASSEMBLY REVISION HISTORY P/N CHANGED, NOTE 6 ALTERED, CHANGED LOOK OF TEMP STANDOFFS ADDED TOP ATTACHMENT ASSEMBLIES & BOLTS TO BOM. ALTERED NOTES ACCORDINGLY MODIFIED AND ADDED FOAM BLOCKS, ALTERED NOTES REMOVED TEMPORARY STAND OFFS. ADDED P/N TO BOM. THE INSIDE WALLS MUST BE ALIGNED TO PROVIDE AN UNINTERRUPTED SURFACE BETWEEN THE PD AND THE FLIGHT CHAMBER. A FOAM SEAL WILL BE INSTALLED BETWEEN THE PD AND FLIGHT CHAMBER INTERFACE. REFER TO DRAWING 206- 039-1815 FOR FC/SA—PD SEAL INSTALLATION. ikz0z0mx/z-, /e, . / zr i 1 TYP. CROSS—SECTION THRU SPLIT FLANGE SCALE 1 : 4 Noel* USE JACK BOLTS TO LEVEL THE PD. DO NOT ALLOW THE FLIGHT CHAMBER TO CARRY THE LOAD OF THE PD AT ANY TIME. 2'-10 7/16"TYP A MI .1M SET ON STEEL DECK & SHIM AS REQUIRED FOR ALIGNMENT AND CLEARANCE WITH FLIGHT CHAMBER. DO NOT ALLOW THE FLIGHT CHAMBER TO CARRY THE LOAD OF THE PD AT ANY TIME. USE 3/4-10 X 3 1/2' BOLTS, NUTS & WASHERS (ITEMS 2,3,4 & 5) TO BOLT THE SUPPORT BRACKETS TO THE STRUCTURAL STEEL. FLAT WASHERS SHALL BE USED ON BOTH SIDES OF THE STEEL. (53/16") A c ISOMETRIC VIEW Ex SCALE 1:48 FIRED FEB .1,1 2012 USE 5/8-11 X 2" BOLTS, NUTS & WASHERS (ITEMS 6,7,8 & 9) TO BOLT THE TOP ATTACHMENT ASSEMBLIES TO THE TOP 04 STEEL FRAME OF THE PD. FLAT WASHERS SHALL BE USED ON BOTH SIDES OF THE STEEL REVIEWED FOR . CODE COMPLIANCE APPROVED / MAR 18 21111 City otTukwila BUILDING DIVISION , TOP ATTACHMENT ASSEMBLY WILL \% ADJUST THE PD POSTION DURING INSTALLATION. WILL ACT AS STRUCTURAL CONNECTION FROM PD TO STRUCTURAL STEEL IN SERVICE. DETAIL D SCALE 1 : 8 RECEIVE�Dp CITY OF TUKIMLA NUv 012010 PERMIT CENTER SHEET SCALE 1:32 CD LCNI O N. 3 OZ O'2 LUV3c#) (hMN O �a W .4ZE4 1 I z w l— ` V z V 06/23/08 05 6/05/08 04 2/29/08 03 1/21/08 02 1/18/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. 9 48 WASHER, 5/8, LOCK, SPRING TYPE, ZINC PLATED STEEL HD DRAWN BY: WS CHECKED BY: JW 8 96 WASHER, 5/8, STRUCTURAL, FLAT, GALVANIZED STEEL F436 7 48 NUT, 5/8-1 1, HEAVY HEX HEAD, GALVANIZED STEEL A563 6 48 BOLL 5/8-11 X 2, HEAVY HEX HEAD, GALVANIZED STEEL A325 JOB NUMBER 206-039 5 48 WASHER, 3/4, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 4 96 3 48 WASHER, 3/4, STRUCTURAL, FLAT, GALVANIZED STEEL F436 NUT, 3/4-10, HEAVY HEX HEAD, GALVANIZED 2 48 1 8 STEEL A563 BOLT, 3/4-10 X 3 1/2, HEAVY HEX HEAD, GALVANIZED 206-036-0517 PRIMARY DIFFUSER, TOP ATTACHMENT ASSEMBLY STEEL A325 PRIMARY DIFFUSER INSTALLATION ITEM NO. QTY. PART NUMBER DESCRIPTION BILL OF MATERIALS MATERIAL GRADE 1805 1 OF 1 SHEET NUMBER NOTES: 1. SEE DRAWING NO. 206-039-1801 (GENERAL INSTALLATION NOTES) FOR ADDITIONAL INSTALLATION REQUIREMENTS. FOUR LIFTING POINTS ARE PROVIDED FOR THE INSTALLATION. ANGULAR LOADING MUST NOT BE APPLIED ACROSS THE LONG SIDE OF THE BOX, AND MUST NOT EXCEED 45 DEGREES ACROSS THE SHORT SIDE OF THE BOX. SEE DETAILS B & C FOR CLARIFICATION. 3. DO NOT INSTALL TURN 1 UNTIL AFTER THE DIFFUSER IS INSTALLED. THE VERTICAL GAP BETWEEN THE TOP OF THE PRIMARY DIFFUSER & THE BOTTOM OF TURN 1 IS CRITICAL. THIS GAP SHOULD BE SET ACCORDING TO DETAIL D ON DRAWING 206-039-1816 (5 1/2" ±1/2'). ADJUSTMENTS SHOULD BE MADE WITH THE JACK BOLTS (ITEM 9) & SHIMS PROVIDED. 4. THE TURN 1 ASSEMBLY CANNOT BE ALIGNED WITH THE FAN ASSEMBLY UNTIL AFTER THE INLET TRANSITION DUCT ([ID) IS INSTALLED. SEE DRAWING 206-039-1807 FOR ITD INSTALLATION INSTRUCTIONS. MAX LIFTING LOAD ANGLE IN THIS PLANE DETAIL C SCALE 1 : 3 8'-2 5/16" 7'-9 11/16" 7'-10" AIR FLOW 45° MAX 10'-10 3/4" 8'-6" n 'WINDOW 5'-5 11/16" TYP SECTION A -A 1 8'-10" 7 SKYVENTURE 14R4-4.3 TURN 1 VANE BOX P/N 206-039-1706 A NO ANGULAR LIFTING LOAD IN THIS PLANE DETAIL B SCALE 1 : 3 1'-5 1/2'' A 158" AIR FLOW 16'-8" 4X LIFTING POINTS PROVIDED FOR LIFTING ASSEMBLY *ANGULAR LOADING MUST NOT BE APPLIED ACROSS THE LONG SIDE OF THE BOX, AND MUST NOT EXCEED 45 DEGREES ACROSS THE SHORT SIDE OF THE BOX* *SEE DETAILS B & C FOR CLARIFICATION* SOLID OUTER AND PERFORATED INNER SKINS, SUPPORT STEEL, AND INSULATION ARE REMOVED FOR CLARITY. USE 1/2-13 X 1 1/2 BOLTS, NUTS, AND WASHERS (ITEMS 1,2,3,&4) TO FASTEN THE TWO TURN 1 VANE BOXES TOGETHER. APPLY A CONTINUOUS BEAD OF SILICONE (ITEM 10) BEIWEEN THE FLANGES.— REVISION HISTORY P/N CHANGED, NOTE 2 ALTERED SHEET SCALE 1:24 AFTER THE SUPPORT BRACKETS ARE PROPERLY MOUNTED TO THE SERVICE DECK STEEL, A RUBBER SEAL WILL BE USED TO SEAL BETWEEN THE TURN 1 VANE BOX AND THE DIFFUSER. n 4 a 1 G C C C C C 8'-10" 7'-10'' AIR FLOW J 1 1'-11 3/4" TYP V C Y 0 0 0 U 1 0 0 0 V C Y 0 0 C * m s A 18'-8" TYP 19'-7" D SEE INLET TRANSITION DUCT (ITD) INSTALLATION DRAWING (206-039-1807) FOR INTERFACE DETAILS. 4 SLOTS EACH PAD, 2-7/8 X 7/8 ON 4-1/2 x 18 CENTERS USE 1-8 X 6 FULLY THREADED BOLTS (ITEM 9) TO ADJUST ELEVATION OF T1 ASSEMBLIES FOR ALIGNMENT AND PROPER SPACING ABOVE PD PER NOTE 3. SHIM TO ELEVATION AND REMOVE JACK BOLTS PRIOR TO TIGHTENING STRUCTURAL FASTENERS. AFTER ADJUSTING ELEVATION AND SHIMMING, USE 3/4-10 X 3 BOLTS, WASHERS AND NUTS (ITEMS 5,6,7,&8) TO ATTACH MOUNTING BRACKETS TO SERVICE DECK STEEL. USE FLAT WASHER UNDER BOLT HEAD AND NUT. DETAIL D SCALE 1 : 6 EXPI FEB 1:12012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION CITY OF TIUKWILA NOV 01 2010 PERMIT CENTER LU tY 2 1/21/08 02 01/15/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. 10 A/R SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT 9 8 BOLT, 1-08 X 6, HEX HEAD, ZINC PLATED, FULLY THREADED STEEL GR 5 DRAWN BY: JW CHECKED BY: WS 8 16 NUT, 3/4-10, HEAVY HEX HEAD, GALVANIZED STEEL A563 7 6 5 16 WASHER, 3/4, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 32 WASHER, 3/4, STRUCTURAL, FLAT, GALVANIZED STEEL F436 JOB NUMBER 206-039 16 BOLT, 3/4-10 X 3, HEAVY HEX HEAD, GALVANIZED STEEL A325 4 42 NUT, 1/2-13, HEAVY HEX HEAD, GALVANIZED STEEL 3 42 WASHER, 1/2, LOCK, SPRING TYPE, ZINC PLATED STEEL 2 42 WASHER, 1/2, STRUCTURAL, FLAT, GALVANIZED STEEL 1 42 BOLT, 1/2-13 X 1 1/2, HEAVY HEX HEAD, GALVANIZED STEEL A563 HD F436 A325 TURN 1 VANE BOX INSTALLATION ITEM NO. QTY. DESCRIPTION MATERIAL GRADE BILL OF MATERIALS 1806 1 OF 1 SHEET NUMBER NOTES: 1. SEE DRAWING NO. 206-039-1801 (GENERAL INSTALLATION NOTES) FOR ADDITIONAL INSTALLATION REQUIREMENTS. FOUR LIFTING POINTS ARE PROVIDED FOR THE INSTALLATION. ANGULAR LOADING MUST NOT BE APPLIED ACROSS THE LONG SIDE OF THE BOX, AND MUST NOT EXCEED 45 DEGREES ACROSS THE SHORT SIDE OF THE BOX. SEE DETAILS B & C FOR CLARIFICATION. 3. DO NOT INSTALL TURN 1 UNTIL AFTER THE DIFFUSER IS INSTALLED. THE VERTICAL GAP BETWEEN THE TOP OF THE PRIMARY DIFFUSER & THE BOTTOM OF TURN 1 IS CRITICAL. THIS GAP SHOULD BE SET ACCORDING TO DETAIL D ON DRAWING 206-039-1816 (5 1/2" ±1/2"). ADJUSTMENTS SHOULD BE MADE WITH THE JACK BOLTS (ITEM 9) & SHIMS PROVIDED. 4. THE TURN 1 ASSEMBLY CANNOT BE ALIGNED WITH THE FAN ASSEMBLY UNTIL AFTER THE INLET TRANSITION DUCT (ITD) IS INSTALLED. SEE DRAWING 206-039-1807 FOR ITD INSTALLATION INSTRUCTIONS. 2 MAX LIFTING LOAD ANGLE IN THIS PLANE , / / 0 0 DETAIL C SCALE 1 : 3 10'-10 3/4" i 8'-2 5/16" 7'-9 11/16" 7'-10" AIR FLOW 8' 6" m 5'-5 11/16" TYP SECTION A -A 8'-10" SKYVENTURE 14R4-4.3 TURN 1 VANE BOX P/N 206-039-1706 a. NO ANGULAR LIFTING LOAD IN THIS PLANE DETAIL B SCALE 1 : 3 1'-5 1/2" b a 0 0 15-8" AIR FLOW 16'-8" • 4X LIFTING POINTS PROVIDED FOR LIFTING ASSEMBLY *ANGULAR LOADING MUST NOT BE APPLIED ACROSS THE LONG SIDE OF THE BOX, AND MUST NOT EXCEED 45 DEGREES ACROSS THE SHORT SIDE OF THE BOX* *SEE DETAILS B & C FOR CLARIFICATION* REVISION HISTORY i P/N CHANGED, NOTE 2 02 ALTERED f SHEET SCALE 1:24 SOLID OUTER AND PERFORATED INNER SKINS, SUPPORT STEEL, AND INSULATION ARE REMOVED FOR CLARITY. USE 1/2-13 X 1 1/2 BOLTS, NUTS, AND WASHERS (ITEMS 1,2,3,&4) TO FASTEN THE TWO TURN 1 VANE BOXES TOGETHER. APPLY A CONTINUOUS BEAD OF SILICONE (ITEM 10) BETWEEN THE FLANGES. tek eas H AFTER THE SUPPORT BRACKETS ARE PROPERLY MOUNTED TO THE SERVICE DECK STEEL, A RUBBER SEAL WILL BE USED TO SEAL BETWEEN THE TURN 1 VANE BOX AND THE DIFFUSER. -- 0 a 0 0 n 0 7'- 0'• 8 0" AIR FLOW 1 i 0 F-11 3/4" TYP l 18'-8" TYP 19'-7" m DS SEE INLET TRANSITION DUCT (ITD) INSTALLATION DRAWING (206-039-1807) FOR INTERFACE DETAILS. 4 SLOTS EACH PAD, 2-7/8 X 7/8 ON 4-1/2 x 18 CENTERS USE 1-8 X 6 FULLY THREADED BOLTS (ITEM 9) TO ADJUST ELEVATION OF Ti ASSEMBLIES FOR ALIGNMENT AND PROPER SPACING ABOVE PD PER NOTE 3. SHIM TO ELEVATION AND REMOVE JACK BOLTS PRIOR TO TIGHTENING STRUCTURAL FASTENERS. AFTER ADJUSTING ELEVATION AND SHIMMING, USE 3/4-10 X 3 BOLTS, WASHERS AND NUTS (ITEMS 5,6,7,&8) TO ATTACH MOUNTING BRACKETS TO SERVICE DECK STEEL. USE FLAT WASHER UNDER BOLT HEAD AND NUT. DETAIL D SCALE 1 : 6 10 A/R XPIKE FEB1,1'2012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2u11 City of Tukwila BUILDING DIVISION 1/21/08 02 01/15/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and It is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT 9 8 BOLT, 1-08 X 6, HEX HEAD, ZINC PLATED, FULLY THREADED STEEL GR 5 DRAWN BY: JW CHECKED BY: WS 8 16 7 16 NUT, 3/4-10, HEAVY HEX HEAD, GALVANIZED STEEL A563 WASHER, 3/4, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 6 32 5 16 WASHER, 3/4, STRUCTURAL, FLAT, GALVANIZED R€CEIVFD_ BOLT, 3/4-10 X 3, HEAVY HEX HEAD, GALVANIZED CITYOFTUR KALA STEEL F436 JOB NUMBER 206-039 STEEL A325 4 42 NUT, 1/2-13, HEAVY HEX HEAD, GALVANIZED NOV 01 2010 STEEL A563 3 42 WASHER, 1/2, LOCK, SPRING TYPE, ZINC PLATED 42 WASHER, 1/2, STRUCTURAL, FLAT, GALVANIZED PERMIT CENTER STEEL STEEL HD F436 1 42 BOLT, 1/2-13 X 1 1/2, HEAVY HEX HEAD, GALVANIZED STEEL A325 TURN 1 VANE BOX INSTALLATION ITEM NO. QTY. DESCRIPTION MATERIAL GRADE BILL OF MATERIALS 1806 1 OF 1 SHEET NUMBER NOTES: 1. SEE DRAWING NO. 206-039-1801 (GENERAL INSTALLATION NOTES) FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. THE INLET TRANSITION DUCT (ITD) DIVIDES AND DIRECTS THE AIR FLOW FROM TURN 1 INTO THE TWO FANS. FLEX COUPLINGS (PROVIDED BY OTHERS) WILL BE USED TO ATTACH THE INLET TRANSITION DUCT TO THE FANS. THE FLEX COUPLINGS AND FASTENERS TO CONNECT THE ITD TO THE FAN ARE IDENTIFIED ON THE FAN INSTALLATION DRAWING NO. 206-039-1808. 3. THE ALIGNMENT OF THE ITD TO THE TURN 1 (T1) VANE BOX AND THE FANS IS CRITICAL. THE INSIDE SURFACES MUST BE FLUSH. 4. THE ITD DOES NOT HAVE MOUNTING BRACKETS ATTACHED TO THE SERVICE DECK TO SUPPORT ITS WEIGHT. THE ITD WILL BE ATTACHED TO AND SUPPORTED BY TURN 1. 5. THE INTERFACE FLANGES ARE NOT DRILLED FOR FASTENERS. IT WILL BE NECESSARY TO LOCATE AND DRILL 0.531 CLEARANCE HOLES FOR 1/2-13 BOLTS ON THE TURN 1 SIDE AND 0.656 CLEARANCE HOLES FOR 5/8-11 BOLTS ON THE FAN SIDE. SEE NOTE 6 FOR INSTRUCTIONS. 6. INSTALLATION INSTRUCTIONS: A. ALIGN THE INSIDE SURFACE OF THE ITD WITH THE INSIDE SURFACE OF TURN 1. CLAMP THE FLANGES TOGETHER TO HOLD IN PLACE. B. USE THE HOLES IN THE TURN 1 FLANGE AS A TEMPLATE AND MATCH DRILL 0.531 HOLES IN THE FIBERGLASS FLANGE. C. ATTACH THE ITD TO THE TURN 1 FLANGE USING FASTENERS AS NOTED BELOW. INSTALL THE NUTS AND WASHERS ON THE FIBERGLASS SIDE. D. ALIGN THE INSIDE SURFACE OF THE COMPANION FLANGE OF THE FAN INLET FLEX COUPLING P/N 206-036-0802 TO THE INSIDE SURFACE OF THE ITD AND CLAMP IN PLACE. E. USE THE HOLES IN THE FAN INLET FLEX COUPLING COMPANION FLANGE AS A TEMPLATE AND MATCH DRILL 0.656 HOLES IN THE FIBERGLASS FLANGE. REPEAT THIS PROCEDURE FOR THE SECOND FLEX COUPLING. F. ATTACH THE FLEX COUPLING COMPANION FLANGES TO THE ITD USING FASTENERS AS NOTED IN THE FAN INSTALLATION DRAWING NO. 206-039- 1808. INSTALL THE NUTS AND WASHERS ON THE FIBERGLASS SIDE. 7. USE SILICONE (ITEM 5) TO SEAL ALL FLANGED CONNECTIONS. ALL QUANTITIES IN BOM ARE FOR INSTALLATION OF ONE ITD ASSEMBLY AS SHOWN. THERE ARE TWO ITD ASSEMBLIES PER TUNNEL. 311/16 DETAIL B SCALE 1 : 8 AIR FLOW SKYVENTURE 14R4-4.3 INLET TRANSITION DUCT AP/N 206-039-1707 AIR FLOW 0 9'-8 1/4" TYP REVISION HISTORY P/N CHANGED, BOM ALTERED P/N CHANGED, NOTE 6 ALTERED ALUMINUM TRIM - INSTALL IN ACCORDANCE WITH DRAWING 206-039-1701 NOTE 16 USE 1/2-13 X 2" BOLTS, NUTS AND WASHERS (ITEMS 1,2,3&4) TO FASTEN THE ITD TO TURN 1. CLAMP IN PLACE AND MATCH DRILL THE FLANGE HOLES. INSTALL THE NUTS AND WASHERS ON THE FIBERGLASS SIDE. 5 A/R VIEW A -A (VIEW ROTATED FOR CLARITE)(F I RED FEB 112012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2uii SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT City of Tukwila BUILDING DIVISInn' SHEET SCALE 1:24 N oLOcO < '7N -cc; .�w M E- SL9 cm = , Qo 2 Z p ^ �Z vZ�¢� 1/21/08 03 01/17/08 02 01/14/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED BY: JW JOB NUMBER 206-039 4 60 3 60 WASHER, 1/2, LOCK, SPRING TYPE, ZINC PLATED WASHER, 1/2, STRUCTURAL, FLAT, GALVANIZED 2 60 NUT, 1/2-13, HEAVY HEX HEAD, GALVANIZED 1 60 BOLL 1/2-13 X 2, HEAVY HEX HEAD, GALVANIZED CEIV RE CITY Of TIJ LA NOV 01 7010 IT CENTER STEEL STEEL STEEL STEEL HD F436 A563 A325 INLET TRANSITION DUCT INSTALLATION ITEM NO. QTY. DESCRIPTION MATERIAL GRADE BILL OF MATERIALS 1807 1 OF 1 SHEET NUMBER 16-8" . 15'-8" FLOW PATH \ % 1 7'-10" Z----- ----.....N 1 2 10" FLOW 1 PATH k\\\\ \\\*. 1 _ 0 9'-8 1/4" TYP REVISION HISTORY P/N CHANGED, BOM ALTERED P/N CHANGED, NOTE 6 ALTERED ALUMINUM TRIM - INSTALL IN ACCORDANCE WITH DRAWING 206-039-1701 NOTE 16 USE 1/2-13 X 2" BOLTS, NUTS AND WASHERS (ITEMS 1,2,3&4) TO FASTEN THE ITD TO TURN 1. CLAMP IN PLACE AND MATCH DRILL THE FLANGE HOLES. INSTALL THE NUTS AND WASHERS ON THE FIBERGLASS SIDE. 5 A/R VIEW A -A (VIEW ROTATED FOR CLARITE)(F I RED FEB 112012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2uii SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT City of Tukwila BUILDING DIVISInn' SHEET SCALE 1:24 N oLOcO < '7N -cc; .�w M E- SL9 cm = , Qo 2 Z p ^ �Z vZ�¢� 1/21/08 03 01/17/08 02 01/14/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED BY: JW JOB NUMBER 206-039 4 60 3 60 WASHER, 1/2, LOCK, SPRING TYPE, ZINC PLATED WASHER, 1/2, STRUCTURAL, FLAT, GALVANIZED 2 60 NUT, 1/2-13, HEAVY HEX HEAD, GALVANIZED 1 60 BOLL 1/2-13 X 2, HEAVY HEX HEAD, GALVANIZED CEIV RE CITY Of TIJ LA NOV 01 7010 IT CENTER STEEL STEEL STEEL STEEL HD F436 A563 A325 INLET TRANSITION DUCT INSTALLATION ITEM NO. QTY. DESCRIPTION MATERIAL GRADE BILL OF MATERIALS 1807 1 OF 1 SHEET NUMBER NOTES: 1. SEE DRAWING NO. 206-039-1801 (GENERAL INSTALLATION NOTES) FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. THE FAN ASSEMBLY WILL NEED TO BE SET TO THE PROPER ELEVATION AND ALIGNED WITH THE OTHER FAN ASSEMBLIES. SETTING OF THE VIBRATION ISOLATORS MUST BE DONE PRIOR TO JACKING & SHIMMING (THIS AFFECTS THE ELEVATION OF THE FANS). THE FLEX COUPLINGS PROVIDED BY THE FAN MANUFACTURER WILL BE USED TO CONNECT THE FAN ASSEMBLIES TO THE ITD AND OTD. 3. ALIGNMENT OF THE FAN FLOWPATH SURFACE WITH THE ITD AND OTD FLOWPATH SURFACES ARE CRITICAL. THE INSIDE SURFACES MUST BE FLUSH. 4. FAN INSTALLATION INSTRUCTIONS: A. ALIGN THE INSIDE SURFACE OF THE FAN INLET FLEX COUPLING FLANGE WITH THE INSIDE SURFACE OF THE ITD AND INLET FLEX COUPLING COMPANION FLANGE. B. USE THE HOLES IN THE FLEX COUPLING COMPANION FLANGE AS A TEMPLATE AND MATCH DRILL 0.656 HOLES IN THE FIBERGLASS FLANGE. \C. TIGHTLY WRAP RUBBER STRAP OF FAN INLET FLEX CONNECTOR AROUND ADJACENT FLANGES 03 OF FAN INLET FLEX COUPLING & OVERLAP THE ENDS OF THE RUBBER STRAP & ADHERE. D. ATTACH THE FAN INLET FLEX COUPLING FLANGE TO THE INLET FLEX COUPLING COMPANION FLANGE USING STRAPS & FASTENERS AS SHOWN IN DETAIL "B". INSTALL THE NUTS AND WASHERS ON THE FIBERGLASS SIDE. 4.5 REPEAT STEPS OF NOTE 4 FOR OTD SIDE. 5. USE SILICONE (ITEM 10) TO SEAL ALL FLANGED CONNECTIONS. ALL QUANTITIES IN BOM ARE FOR INSTALLATION OF ONE FAN ASSEMBLY AS SHOWN. THERE ARE FOUR FAN ASSEMBLIES PER TUNNEL. THESE DIMENSIONS ARE CRITICAL AND ADJACENT FANS MUST NOT TOUCH AT THE FLANGES. 2x 3/8-16 BOLTS PER TENSION STRAP FLANGE. USE WASHERS ON EACH SIDE OF FLANGE HOLES, 4 PER BOLT. LOCK NUTS BETWEEN FLANGES AND BOLT END TO PREVENT LOOSENING. DETAIL B SCALE 1 : 4 FLEX CONNECTION TENSION STRAP AND HARDWARE PROVIDED BY FAN MANUFACTURER. USE 5/8-11 X 2" BOLTS, NUTS AND WASHERS (ITEMS 1,2,3&4) 03 TO FASTEN THE FAN TO THE ITD. ALIGN SURFACES, CLAMP IN PLACE AND MATCH DRILL THE FLANGE HOLES. INSTALL THE NUTS AND WASHERS ON THE FIBERGLASS SIDE. SKYVENTURE 14R4-4.3 FAN ASSEMBLY P/N 206-039-1708 A X —A 4 SLOTS EACH PAD, 2-7/8 X 7/8 ON 4-1/2 x 20-1/4 CENTERS 6'-4 3/4" FLOW PATH TO BOTTOM OF FOOTER AIR FLOW INLET FLEX COUPLING FLANGE INLET FLEX COMPANION COUPLING FLANGE USE 1-8 X 6 FULLY THREADED BOLTS (ITEM 9) TO ADJUST ELEVATION OF FAN ASSEMBLIES FOR ALIGNMENT. SHIM AT PROPER ELEVATION AND REMOVE JACK BOLTS PRIOR TO TIGHTENING STRUCTURAL FASTENERS. /t AFTER ADJUSTING ELEVATION AND SHIMMING, USE 3/4-10 X 3 BOLTS, WASHERS AND NUTS (ITEMS 5,6,7,&8) TO CONNECT FAN BASE PLATES 03 TO THE SERVICE DECK STEEL. USE FLAT WASHER UNDER BOLT HEAD AND NUT. SEE OUTLET TRANSITION DUCT (OTD) INSTALLATION DRAWING (206-039-1809) FOR INTERFACE DETAILS AND HARDWARE. FAN OUTLET FLEX COUPLING MAY BE USED TO STIFFEN THE OTD FLANGE FOR ERECTION. DETAIL A SCALE 1 : 8 10" FLEX COUPLING l 09'-2 1/4" FLOW PATH FROM ITD EXFIRED FEB 11 2.01Z 10 f R a 6-7" REVISION HISTORY P/N CHANGED, P/N COLUMN DELETED FROM BOM DELETED FIRST THREE ITEMS OF BOM. ALTERED NOTES, ADDED SHT 2 10" FLEX COUPLING 0 A p A/R 0101-2" FLOW PATH TO OTD OUTLET FLEX COUPLING FLANGE 03 R VIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 CityofTukwila BUILDING DIVISION SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT OUTLET FLEX COMPANION COUPLING FLANGE 9'-0" JACK BOLTS RECEIVED_ CITY OF 71 IKK IA NOV 012010 PERMIT CENTER SHEET SCALE 1:24 2/27/08 03 1/21/08 02 1/16/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. 9 8 7 6 5 8 4 16 BOLT, 1-08 X 6, HEX HEAD, ZINC PLATED, FULLY THREADED STEEL GR 5 DRAWN BY: WS CHECKED BY: JW NUT, 3/4-10, HEAVY HEX HEAD, GALVANIZED STEEL A563 WASHER, 3/4, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 32 16 4 24 3 24 WASHER, 3/4, STRUCTURAL, FLAT, GALVANIZED BOLT, 3/4-10 X 3, HEAVY HEX HEAD, GALVANIZED NUT, 5/8-11, HEAVY HEX HEAD, GALVANIZED WASHER, 5/8, LOCK, SPRING TYPE, ZINC PLATED STEEL F436 JOB NUMBER 206-039 STEEL A325 STEEL A563 2 24 WASHER, 5/8, STRUCTURAL, FLAT, GALVANIZED STEEL STEEL HD F436 1 24 BOLT, 5/8-11 X 2, HEAVY HEX HEAD, GALVANIZED STEEL A325 FAN INSTALLATION ITEM NO. QTY. DESCRIPTION MATERIAL GRADE BILL OF MATERIALS 1808 1 OF 2 SHEET NUMBER (21/8") OUTLET FLEX COUPLING FLANGE OUTLET FLEX COUPLING COMPANION FLANGE 1 1 1 /1611 ) DETAIL C SCALE 1 : 2 DETAIL B SCALE 1 : 2 b I o d-aqb EX INLET FLEX COUPLING COMPANION FLANGE ED FEB '11 2012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION CfTY OF TUKIMLA NOV 01 2010 PERMIT CENTER SHEET SCALE 1:24 2/27/08 03 1/21/08 02 1/16/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED BY: JW JOB NUMBER 206-039 FAN INSTALLATION 1808 2 OF 2 SHEET NUMBER NOTES: 1. SEE DRAWING NO. 206-039-1801 (GENERAL INSTALLATION NOTES) FOR ADDITIONAL INSTALLATION REQUIREMENTS. THE OUTLET TRANSITION DUCT (OTD) DIRECTS THE AIR FLOW FROM THE FANS INTO TURN 2. THE OUTLET FLEX COUPLING (PROVIDED BY THE FAN MANUFACTURER) WILL BE USED TO ATTACH THE OTD TO THE FANS. THE COUPLING IS SHOWN ON THE FAN INSTALLATION DRAWING NO. 206-039-1808. 3. THE ALIGNMENT OF THE OTD TO THE FANS AND TURN 2 IS CRITICAL. THE INSIDE SURFACES MUST BE FLUSH. 4. THE WEIGHT OF THE OTD IS SUPPORTED BY TURN 2 AND TWO SUPPORT BRACKETS THAT ARE BOLTED TO THE SERVICE DECK AND ATTACHED TO THE FLANGES AT THE OTD/FAN INTERFACE. 5. THE INTERFACE FLANGES ARE NOT DRILLED FOR FASTENERS. IT WILL BE NECESSARY TO LOCATE AND DRILL 0.531 CLEARANCE HOLES FOR 1/2-13 BOLTS ON THE T2 SIDE AND 0.656 CLEARANCE HOLES FOR 5/8-11 BOLTS ON THE FAN SIDE. SEE NOTE 6 FOR INSTRUCTIONS. 6. INSTALLATION INSTRUCTIONS: A. ALIGN THE INSIDE SURFACE OF THE OTD WITH THE INSIDE SURFACE OF TURN 2. CLAMP THE FLANGES TOGETHER TO HOLD IN PLACE. USE THE HOLES IN THE TURN 2 FLANGE AS A TEMPLATE AND MATCH DRILL 0.531 HOLES IN THE 03\ FIBERGLASS FLANGE. 7. C. ATTACH THE ITD TO THE TURN 2 FLANGE USING FASTENERS AS NOTED BELOW. INSTALL THE NUTS AND WASHERS ON THE FIBERGLASS SIDE. D. ALIGN THE INSIDE SURFACE OF THE FLEX COUPLING TO THE INSIDE SURFACE OF THE OTD. ROTATE THE FLEX COUPLING SO THAT TWO HOLES ARE SYMMETRIC ABOUT THE VERTICAL Q OF THE ROUND END FLANGE FOR ALIGNMENT WITH THE SUPPORT BRACKET. SEE VIEW "A -A" FOR CLARIFICATION. CLAMP THE FLANGES TOGETHER TO HOLD IN PLACE. E. USE THE HOLES IN THE FLEX COUPLING AS A TEMPLATE AND DRILL 0.656 HOLES IN THE FIBERGLASS FLANGES. REPEAT THIS PROCEDURE FOR THE SECOND FLEX COUPLING. F. FASTEN THE FLEX COUPLINGS TO THE OTD (ALIGNED AS DESCRIBED IN NOTE 6A) USING THE FASTENERS NOTED BELOW. INSTALL THE NUTS AND WASHERS ON THE FIBERGLASS SIDE. G. FASTEN THE SUPPORT BRACKETS TO THE FLEX COUPLING AND FIBERGLASS FLANGE USING THE FASTENERS NOTED BELOW. USE SILICONE (ITEM 6) TO SEAL ALL FLANGED CONNECTIONS. ALL QUANTITIES IN BOM ARE FOR INSTALLATION OF ONE OTD ASSEMBLY AS SHOWN. THERE ARE TWO OTD ASSEMBLIES PER TUNNEL. DETAIL B SCALE 1 : 8 SKYVENTURE 14R4-4.3 OUTLET TRANSITION DUCT AP/N 206-039-1709 AIR FLOW 25'-2" FLOW PATH AIR FLOW 11 -4 10 4" FLOW PATH 10'-8" TYP SEE TURN 2 (T2) INSTALLATION DRAWING NO. 206-036-1810 FOR INTERFACE DETAILS AND CONNECTION HARDWARE. - REVISION HISTORY P/N CHANGED P/N CHANGED, ALTERED NOTE 58 ,6 SHEET SCALE 1:32 USE 5/8-11 x 2" BOLTS, NUTS & WASHERS (ITEMS 1,3,4 & 5) TO FASTEN THE OTD TO THE FAN FLEX COUPLINGS. 5/8-1 1 x 2 1/2" BOLTS (ITEM 2) WILL BE REQUIRED WHERE THE SUPPORT BRACKETS ATTACH TO THE OTD FLANGE AND FLEX COUPLING. INSTALL THE NUTS AND WASHERS ON THE FIBERGLASS SIDE. ALUMINUM TRIM - INSTALL IN ACCORDANCE WITH DRAWING 206-039-1701 NOTE 16 FLEX COUPLING MUST BE ROTATED SO THAT TWO HOLES ARE SYMMETRIC ABOUT THE Q OF THE BOTTOM FLANGE FOR ALIGNMENT WITH THE SUPPORT BRACKET. VIEW A -A (VIEW ROTATED FOR CLARITY) SUPPORT BRACKETS (BY OTHERS) WILL BE PRESENT ON SERVICE DECK AND ARE SHOWN FOR REFERENCE ONLY. 6 15'-7 1/16" TYP TO Q Quo-.19h EXHilED FEB 1 1 2012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2ii11 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV o 1 2010 PERMIT CENTER A/R SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT Wce 0 2 1/21/08 03 01/17/08 02 01/16/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED BY: JW 5 48 WASHER, 5/8, LOCK, SPRING TYPE, ZINC PLATED 4 3 2 STEEL 48 WASHER, 5/8, STRUCTURAL, FLAT, GALVANIZED STEEL 48 NUT, 5/8-11, HEAVY HEX HEAD, GALVANIZED STEEL HD F436 A563 JOB NUMBER 206-039 4 BOLT, 5/8-11 X 2 1/2, HEAVY HEX HEAD, GALVANIZED STEEL A325 1 44 BOLT, 5/8-11 X 2, HEAVY HEX HEAD, GALVANIZED STEEL A325 OUTLET TRANSITION DUCT INSTALLATION ITEM NO. QTY. DESCRIPTION MATERIAL GRADE BILL OF MATERIALS 1809 1 OF 1 SHEET NUMBER NOTES: 1. SEE DRAWING NO. 206-039-1801 (GENERAL INSTALLATION NOTES) FOR ADDITIONAL INSTALLATION REQUIREMENTS. FOUR UFTING POINTS ARE PROVIDED FOR THE INSTALLATION. ANGULAR LOADING MUST NOT BE APPLIED ACROSS THE LONG SIDE OF THE BOX, AND MUST NOT EXCEED 45 DEGREES ACROSS THE 02 SHORT SIDE OF THE BOX. SEE DETAILS C & D FOR CLARIFICATION. 3. USE PROVIDED JACK BOLTS & SHIMS TO SET PROPER ELEVATION. 4. IT IS NOT ADVISED TO INSTALL TURN 2 UNTIL AFTER THE RETURN AIR TOWER INTERNAL SKINS, (DECKING AND SHEET STEEL) ARE INSTALLED. 5. THE TURN 2 ASSEMBLY CANNOT BE ALIGNED WITH THE FAN ASSEMBLY UNTIL AFTER THE OUTLET TRANSITION DUCT (OTD) IS INSTALLED. SEE DRAWING 206-039-1809 FOR OTD INSTALLATION INSTRUCTIONS. C 11 1 ALL QUANTITIES IN BOM ARE FOR INSTALLATION OF ONE T2 ASSEMBLY AS SHOWN. THERE ARE TWO T2 ASSEMBLIES PER TUNNEL. 2" —0- MAX LIFTING LOAD ANGLE IN THIS PLANE DETAIL C SCALE 1 : 3 11'-25/16" 10'-8" 10'-4" AIR FLOW 111 • • 0 0 err AIR FLOW c 8'-4" TYP - SECTION B -B SCALE 1 : 36 4 12'-1 3/4" TO BOTTOM OF MOUNTING 13 3" BRACKETS T FLASHING HIDDEN IN VIEW PLANE FOR VIEWING MOUNTING BRACKETS SKYVENTURE 14R4-4.3 TURN 2 VANE BOX P/N 206-039-1710 A NO ANGULAR LIFTING LOAD IN THIS PLANE DETAIL D SCALE 1 : 3 11-5 1/2" 10'-4" FLANGE OUT AIR FLOW TO OUT SOLID OUTER AND PERFORATED INNER SKINS, SUPPORT STEEL, AND INSULATION ARE REMOVED FOR CLARITY. 26'-2" 25'-2" AIR FLOW 4X LIFTING POINTS PROVIDED FOR HOISTING THE ASSEMBLY *ANGULAR LOADING MUST NOT BE APPLIED ACROSS THE LONG SIDE OF THE BOX, AND MUST NOT EXCEED 45 DEGREES ACROSS THE SHORT SIDE OF THE BOX* *SEE DETAILS C & D FOR CLARIFICATION* REVISION HISTORY P/N CHANGED, NOTE 2 ALTERED, REMOVED SHIM FROM BOM SHEET SCALE NONE AFTER THE SUPPORT BRACKETS ARE PROPERLY MOUNTED TO THE SERVICE DECK STEEL, THE ANGLED FLASHING WILL BE FLEXED OUT AND ATTACHED TO THE INSIDE WALL OF THE RETURN AIR TOWER. ADDITIONAL FLASHING PIECES WILL THEN BE USED TO COVER THE GAPS IN THE CORNERS. SILICONE (ITEM 10) WILL BE USED TO SEAL ALL SEAMS AND JOINTS. L 7 1/4" TO BOTTOM OF MOUNTING BRACKETS LT B 26'-11 3/8" TYP Q - 4 SLOTS EACH PAD, 2-7/8 X 7/8 ON 4-1/2 x 18 CENTERS 11 USE 1/2-13 X 2 BOLTS, NUTS, AND WASHERS (ITEMS 1,2,3, & 4) TO FASTEN THE TURN 2 VANE BOX TO THE OUTLET TRANSITION DUCT (OTD). CLAMP THE OTD FLANGE IN PLACE & MATCH DRILL 0.531 HOLES IN THE FIBERGLASS FLANGE. INSTALL THE NUTS & WASHERS ON THE FIBERGLASS SIDE. APPLY A CONTINUOUS BEAD OF SILICONE (ITEM 10) BETWEEN THE FLANGES. USE 1-8 X 6 FULLY THREADED BOLTS (ITEM 9) TO ADJUST ELEVATION OF T2 ASSEMBLIES FOR ALIGNMENT WITH OTD AND FAN. SHIM TO ELEVATION USING ITEM 10 AND REMOVE JACK BOLTS PRIOR TO TIGHTENING STRUCTURAL FASTENERS. FEB 11 2012 AFTER ADJUSTING ELEVATION AND SHIMMING, USE 3/4-10 X 3 BOLTS, WASHERS AND NUTS (ITEMS 5,6,7,&8) TO ATTACH MOUNTING BRACKETS TO SERVICE DECK STEEL. USE FLAT WASHER UNDER BOLT HEAD AND NUT. 10 A/R DETAIL E SCALE 1 : 4 Deo—a9 ry IEWED FOR COMPLIANCE PPROVED MAR 18 2b11 City of Tukwila BUILDING DIHISIO1u SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT *OMITTED RECEIVED_ CITY OFTUKKWW1 A NOV 01 2010 PERMIT CENTER 1/21/08 02 1/14/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. 9 8 BOLT, 1-08 X 6, HEX HEAD, ZINC PLATED, FULLY THREADED STEEL 8 16 WASHER, 3/4, LOCK, SPRING TYPE, ZINC PLATED STEEL 7 32 WASHER, 3/4, STRUCTURAL, FLAT, GALVANIZED STEEL GR 5 HD F436 DRAWN BY: WS CHECKED BY: JW 6 16 NUT, 3/4-10, HEAVY HEX HEAD, GALVANIZED 5 16 BOLT, 3/4-10 X 3, HEAVY HEX HEAD, GALVANIZED STEEL STEEL 4 82 WASHER, 1/2, LOCK, SPRING TYPE, ZINC PLATED STEEL A563 A325 HD JOB NUMBER 206-039 3 82 WASHER, 1/2, STRUCTURAL, FLAT, GALVANIZED STEEL F436 2 82 NUT, 1/2-13, HEAVY HEX HEAD, GALVANIZED STEEL A563 1 82 BOLT, 1/2-13 X 2, HEAVY HEX HEAD, GALVANIZED STEEL A325 TURN 2 VANE BOX INSTALLATION ITEM NO. QTY. DESCRIPTION MATERIAL GRADE BILL OF MATERIALS 1810 1 OF 1 SHEET NUMBER NOTES: 1. SEE DRAWING NO. 206-039-1801 (GENERAL INSTALLATION NOTES) FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. THERE ARE FOUR LOUVER DOORS, TWO INTAKE AND TWO EXHAUST, THAT WILL BE INSTALLED INTO THE RETURN AIR TOWERS (RATS). AN INTAKE LOUVER AND AN EXHAUST LOUVER WILL BE INSTALLED INTO EACH OF THE TWO TOWERS. THE INTAKE AND EXHAUST LOUVERS WILL FIT IN EITHER LOCATION IN A TOWER, SO CARE SHOULD BE TAKEN TO LOCATE PROPERLY. 3. TO INSTALL THE LOUVERS IN THE PROPER LOCATION: A. THE ACTUATOR BRACKETS ON EITHER DOOR WILL FACE INSIDE THE RETURN AIR TOWER (RAT) WHEN THE DOORS ARE CLOSED. THE INTAKE LOUVER WILL HAVE PERFORATED SKIN ON THE BRACKET SIDE OF THE LOUVER. THE HINGES WILL MOUNT TO THE TOP SURFACE OF THE RAT OPENING. C. THE EXHAUST LOUVER WILL HAVE SOLID SKIN ON THE BRACKET SIDE OF THE LOUVER DOOR. THE HINGES WILL MOUNT TO THE BOTTOM SURFACE OF THE RAT OPENING. 4. INSTALL THE LOUVERS IN THE RAT USING THE FASTENERS AS SHOWN BELOW. 5. INSPECT ALL ACCESS PANELS (BOLT ACCESS AND HINGED ACCESS PANELS) TO VERIFY THAT ALL SCREWS ARE INSTALLED. REPLACE ANY MISSING SCREWS USING ITEM 3. DETAIL B SCALE 1 : 4 SKYVENTURE 14R4-4.3 LOUVER P/N 206-039-1711 INTAKE -01 & EXHAUST -02 -EACH HINGE IS COMPRISED OF FOUR PILLOW BLOCKS JOINED BY A SINGLE HINGE PIN. FASTEN THE HINGES TO THE RATS USING 5/16-18 DRILLED BOLTS AND LOCK WASHERS (ITEMS 1 & 2). SECURE BOLTS WITH SAFETY WIRE AFTER THEY ARE TIGHTENED. FOLLOW METHODS IN SV SAFETY WIRE ISM. (DO NOT USE LOCTITE ON THESE PARTS) 1 • • • DETAIL A SCALE 1 : 4 N. THE TRAVEL NUT (SUPPLIED WITH THE ACTUATOR) WILL ATTACH TO THE TRUNNION WITH THE CLEVIS PINS SUPPLIED. USE ONLY THE SUPPLIED CLEVIS PINS, KEEPER PLATES AND 3/8-16 GR5 BOLTS . IT IS CRITICAL TO TORQUE THE BOLTS PER THE GENERAL INSTALLATION NOTES UPON INSTALLATION. SECURE THE BOLTS WITH SAFTEY WIRE AFTER THEY HAVE BEEN TORQUED. FOLLOW METHODS IN SV SAFETY WIRE ISM. (DO NOT USE LOCTITE ON THESE BOLTS) SHEET METAL SKIN OUTSIDE: INTAKE LOUVER - SOLID THIS SIDE EXHAUST LOUVER - PERFORATED THIS SIDE - (2 1/16') (7'-3 3/81 10'-0 1/16" ( 25'-0" ) FRAME WIDTH ( 25'-2") TO EDGE OF SEALS (43/16" 03 I N BOLT ACCES PANEL REVISION HISTORY CHANGED BOLD P/N. ALTERED NOTES ABOUT THE TRUNION. UPDATE VIEWS FOR NEW TRAVEL NUT DESIGN. 0 O O DETAIL C SCALE 1 : 4 l r THESE BOLTS ARE INSTALLED WITH LOCTITE 2760 (NO SUBSTITUTES). FOLLOW MANUFACTURER INSTRUCTIONS IF IT IS NECESSARY TO REMOVE THE BOLTS. - 1 1/2-12 UNS (UNF) CASTLE NUT. TORQUE IS NOT CRITICAL BUT MUST BE TIGHT AND A COTTER PIN MUST BE INSTALLED. SHEET METAL SKIN INSIDE (BRACKET SIDE): INTAKE LOUVER - PERFORATED THIS SIDE EXHAUST LOUVER - SOLID THIS SIDE-\ 2'-1 1/161 LA X1.1 i1 1 2010 CENTER SHEET SCALE 1:24 3/12/08 03 1/21/08 02 1/14/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied In any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED BY: JW JOB NUMBER 206-039 3 50 SCREW, #10-24 X 3/4, BUTTON HEAD, HEX 2 28 SS WASHER, 5/16, LOCK, SPRING TYPE, ZINC PLATED STEEL 1 28 BOLT, 5/16-18 X 1 1/4, DRILLED HEX HEAD, ZINC PLATED ITEM NO. QTY. STEEL DESCRIPTION MATERIAL HD GR 5 GRADE LOUVER DOOR INSTALLATION BILL OF MATERIALS 1811 1 OF 1 SHEET NUMBER •. . ..� •. . . . • • • • . • • . .. . . . 4. ° ° . ) r EXPIRED FEB 112012 CODE COMPLIANCE . _ APPROVED i:6 MAR 18 2u11 �' NOV I City of Tukwila PERMIT BUILDING. DIVISION 2'-1 1/161 LA X1.1 i1 1 2010 CENTER SHEET SCALE 1:24 3/12/08 03 1/21/08 02 1/14/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied In any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED BY: JW JOB NUMBER 206-039 3 50 SCREW, #10-24 X 3/4, BUTTON HEAD, HEX 2 28 SS WASHER, 5/16, LOCK, SPRING TYPE, ZINC PLATED STEEL 1 28 BOLT, 5/16-18 X 1 1/4, DRILLED HEX HEAD, ZINC PLATED ITEM NO. QTY. STEEL DESCRIPTION MATERIAL HD GR 5 GRADE LOUVER DOOR INSTALLATION BILL OF MATERIALS 1811 1 OF 1 SHEET NUMBER NOTES: 1. SEE DRAWING NO. 206-039-1801 (GENERAL INSTALLATION NOTES) FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. TURN 3 VANE BANK ASSEMBLY CONSISTS OF FIVE VANE BANK SECTIONS AND IS LOCATED IN THE CONCRETE PLENUM BELOW THE RETURN AIR TOWER (RAT). IT IS DESIGNED TO TURN THE AIR FLOW 90° FROM THE RAT INTO THE PLENUM. 3. VERIFY THAT ALL TURNING VANES MATCH THE AIR FLOW DIRECTION AS SHOWN IN THE PROFILE BELOW. 4. THE VANE BANK SECTIONS WILL BE INSTALLED IN THE PLENUM ONE SECTION AT A TIME. CENTER THE VANE BANK ASSEMBLY (ALL 5 SECTIONS) IN THE PLENUM SO THAT THERE IS EQUAL DISTANCE BETWEEN THE OUTSIDE END PLATES AND THE PLENUM WALL ON BOTH SIDES. 5. THE VANE BANK END PLATES ARE ALUMINUM AND NEED TO BE ISOLATED FROM ALL STEEL CONTACT TO PREVENT GALVANIC CORROSION. PLASTIC FLAT AND SHOULDER WASHERS ARE SPECIFIED TO SEPARATE THE ALUMINUM PLATES FROM ALL STEEL FASTENERS AND BRACKETS. THE PLASTIC FLAT WASHERS ALSO SERVE TO FILL A DESIGNED GAP BETWEEN THE STRUCTURAL STEEL MOUNTING BRACKETS AND THE END PLATES. SEE DETAILS "A", "B", AND "C" FOR DETAILS. 6. INSTALLATION INSTRUCTIONS: r A. POSITION THE VANE BANK WITH THE PASS-THROUGH SO THAT THE PASS-THROUGH OPENING IS ADJACENT TO THE WALL OF PLENUM. SEE SHEET 2 FOR ADDITIONAL DETAIL. B. INSTALL THE VANE BANK SECTIONS BY PIVOTING THE MATING END OF THE VANE BANK UP TO THE STRUCTURAL SUPPORTS. TEMPORARILY SUPPORT EACH SECTION UNTIL THE ADJOINING SECTION 15 SET IN PLACE. FASTEN THE ADJOINING END PLATES TO THE STRUCTURAL SUPPORTS USING THE FASTENERS NOTED IN DETAIL "B". FASTEN THE SINGLE END PLATES TO THE STRUCTURAL SUPPORTS USING THE FASTENERS NOTED IN DETAIL "A". TIGHTEN ALL BOLTS AND REMOVE ANY TEMPORARY SUPPORTS. C. BOLT THE VANE BANK SECTIONS TOGETHER USING THE FASTENERS NOTED IN DETAIL "C". 7. QUANTITIES SHOWN IN BILL OF MATERIAL REFLECT ONE T3 INSTALLATION. THERE ARE TWO T3'S PER TUNNEL. TURN 3 TURNING VANE PROFILE AIR FLOW SKYVENTURE 14R4-4.3 TURN 3 VANE BANK P/N 206-039-1712 DETAIL C SCALE 1 : 4 PLENUM DECK STRUCTURAL SUPPORT STEEL (BY OTHERS) USE 1/2-13 x 2 BOLTS, NUTS & WASHERS (ITEMS 3, 5, 6, 7 & 8) TO BOLT VANE BANKS TOGETHER. INSTALL ONE NYLON SHOULDER WASHER (ITEM 5) & FLAT WASHER (ITEM 6) ON EACH SIDE. DETAIL A SCALE 1 : 4 USE 1/2-13 x 2 1/2 BOLTS, NUTS &WASHERS (ITEMS 4,5,6,7,8 & 9) TO ATTACH ADJOINING VANE BANKS TO STRUCTURAL SUPPORTS (BY OTHERS). INSTALL ONE FLAT WASHER (ITEM 6) ON EACH SIDE. INSTALL NYLON SHOULDER WASHER (ITEM 5) BETWEEN STEEL WASHER AND VANE BANK END PLATE. INSTALL NYLON FLAT WASHERS (ITEM 9) AS REQUIRED BETWEEN VANE BANK END PLATE AND STRUCTURAL SUPPORTS. USE 1/2-13 x 2 BOLTS, NUTS &WASHERS (ITEMS 3,5,6,7,8 & 9) FROM THE INSIDE TO ATTACH VANE BANK ENDS TO STRUCTURAL SUPPORTS (BY OTHERS). INSTALL ONE FLAT WASHER (ITEM 6) ON EACH SIDE. INSTALL NYLON SHOULDER WASHER (ITEM 5) BETWEEN STEEL WASHER AND VANE BANK END PLATE. INSTALL NYLON FLAT WASHERS (ITEM 9) AS REQUIRED BETWEEN VANE BANK END PLATE AND STRUCTURAL SUPPORT. REVISION HISTORY 2 REMOVED P/N FROM BOM. CHANGED BOLD P/N. PLENUM DECK STRUCTURAL SUPPORT STEEL (BY OTHERS) DETAIL B SCALE 1 : 4 B-7 FEB 112012 9 20 154 78 78 156 4 74 1 1 4 NO. QTY. 8 7 6 5 4 3 2 ITEM REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2u it City of Tukwila �BUILDINR DIVIRIOM RECENF D CITY 4F TU LA MIN 0 12010 SHEET SCALE 1:32 N 0 NC‘i% 0 CO 0 QZVPvi C 443 Lu W to u) u) to -I:51 C:7 2 2 Q vz�LLS Z 3 (0 LU 1— tn z 1/21/08 02 01/14/08 01 DATE ISSUE/REVISION WASHER, 1/2, FLAT, NYLON, MCMASTER-CARR 90295A188 OR EQUIVALEN1P ERMIT CENTER SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. WASHER, SHOULDER, NYLON, MICROPLASTICS 12SWS4005 OR EQUIVALENT NUT, 1/2-13, HEAVY HEX HEAD, GALVANIZED STEEL A563 DRAWN BY: JW CHECKED BY: WS WASHER, 1/2, LOCK, SPRING TYPE, ZINC PLATED STEEL HD WASHER, 1/2, STRUCTURAL, FLAT, GALVANIZED STEEL F436 JOB NUMBER 206-039 BOLT, 1/2-13 X 2 1/2, HEAVY HEX HEAD, GALVANIZED STEEL A325 BOLT, 1/2-13 X 2, HEAVY HEX HEAD, GALVANIZED STEEL A325 TURN 3 VANE BANK SUB -ASSEMBLY W/ PASS THRU TURN 3 VANE BANK SUB -ASSEMBLY TURN3 INSTALLATION DESCRIPTION MATERIAL GRADE BILL OF MATERIALS 1812 1 OF 2 SHE{I NUMRfR 6'-1 5/8" VANE BANK WIDTH 30'-8" PASS-THROUGH MUST BE ADJACENT TO CONCRETE WALL OF PLENUM 11-4" EXPIRED A to -xqr� FEB 1 1 2012 REVWED COCP FOR DEOME APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISION RECEIVfP_ CITVOFTU LA Nov 01, 2010 PERMIT CENTER SHEET SCALE 1:32 w D 1— M :W 1/21/08 02 01/14/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: JW CHECKED BY: WS JOB NUMBER 206-039 TURN 3 INSTALLATION 1812 20F2 SHEET NUMBER NOTES: I. SEE DRAWING NO. 206-039-1801 (GENERAL INSTALLATION NOTES) FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. TURN 4 VANE BANK ASSEMBLY CONSISTS OF FIVE VANE BANK SECTIONS AND IS LOCATED IN THE CONCRETE PLENUM BELOW THE INLET CONTRACTOR. IT IS DESIGNED TO TURN THE AIR FLOW 90° FROM THE PLENUM INTO THE INLET CONTRACTOR. 3. VERIFY THAT ALL TURNING VANES MATCH THE AIR FLOW DIRECTION AS SHOWN IN THE PROFILE BELOW. 4. THE VANE BANK SECTIONS WILL BE INSTALLED IN THE PLENUM ONE SECTION AT A TIME. CENTER THE VANE BANK ASSEMBLY (ALL 5 SECTIONS) IN THE PLENUM SO THAT THERE IS EQUAL DISTANCE BETWEEN THE OUTSIDE END PLATES AND THE PLENUM WALL ON BOTH SIDES. 5. THE VANE BANK END PLATES ARE ALUMINUM AND NEED TO BE ISOLATED FROM ALL STEEL CONTACT TO PREVENT GALVANIC CORROSION. PLASTIC FLAT AND SHOULDER WASHERS ARE SPECIFIED TO SEPARATE THE ALUMINUM PLATES FROM ALL STEEL FASTENERS AND BRACKETS. THE PLASTIC FLAT WASHERS ALSO SERVE TO FILL A DESIGNED GAP BETWEEN THE STRUCTURAL STEEL MOUNTING BRACKETS AND THE END PLATES. SEE DETAILS "A", "B", AND "C" FOR DETAILS. 6. INSTALLATION INSTRUCTIONS: A. INSTALL MAN DOOR ASSEMBLY (ITEM 10) INTO VANE BANK WITH THE PASS THROUGH (ITEM 2). SEE VIEW "MAN DOOR ATTACHMENT" ON SHEET 2 FOR DETAILS. B. POSITION THE VANE BANK WITH THE PASS-THROUGH (ITEM 2) SO THAT THE PASS-THROUGH OPENINGS ARE LOCATED ACCORDING TO VIEW "PASS THROUGH LOCATIONS" ON SHEET 2. THE VANE BANK WITH THE PASS THROUGH WILL BE IN A DIFFERENT POSITION FROM ONE VANE BANK ASSEMBLY TO THE OTHER. C. INSTALL THE VANE BANK SECTIONS BY PIVOTING THE MATING END OF THE VANE BANK UP TO THE STRUCTURAL SUPPORTS. TEMPORARILY SUPPORT EACH SECTION UNTIL THE ADJOINING SECTION IS SET IN PLACE. FASTEN THE ADJOINING END PLATES TO THE STRUCTURAL SUPPORTS USING THE FASTENERS NOTED IN DETAIL "B". FASTEN THE SINGLE END PLATES TO THE STRUCTURAL SUPPORTS USING THE FASTENERS NOTED IN DETAIL "A". TIGHTEN ALL BOLTS AND REMOVE ANY TEMPORARY SUPPORTS. D. BOLT THE VANE BANK SECTIONS TOGETHER USING THE FASTENERS NOTED IN DETAIL "C". QUANTITIES SHOWN IN BILL OF MATERIAL REFLECT ONE T4 INSTALLATION. THERE ARE TWO T4'S PER TUNNEL. 9 04 TURN 4 TURNING VANE PROFILE SKYVENTURE 14R4-4.3 TURN 4 VANE BANK P/N 206-39-1713 USE 1/2-13 x 2 1/2 BOLTS, NUTS &WASHERS (ITEMS 4,5,6,7,8 & 9) TO ATTACH ADJOINING VANE BANKS TO STRUCTURAL SUPPORTS (BY OTHERS). INSTALL ONE FLAT WASHER (ITEM 6) ON EACH SIDE. INSTALL NYLON SHOULDER WASHER (ITEM 5) BETWEEN STEEL WASHER AND VANE BANK END PLATE. INSTALL NYLON FLAT WASHERS (ITEM 9) AS REQUIRED BETWEEN VANE BANK END PLATE AND STRUCTURAL SUPPORTS. USE 1/2-13 x 2 BOLTS, NUTS &WASHERS (ITEMS 3,5,6,7,8 & 9) FROM THE INSIDE TO ATTACH VANE BANK ENDS TO STRUCTURAL SUPPORTS (BY OTHERS). INSTALL ONE FLAT WASHER (ITEM 6) ON EACH SIDE. INSTALL NYLON SHOULDER WASHER (ITEM 5) BETWEEN STEEL WASHER AND VANE BANK END PLATE. INSTALL NYLON FLAT WASHERS (ITEM 9) AS REQUIRED BETWEEN VANE BANK END PLATE AND STRUCTURAL SUPPORT. PLENUM DECK STRUCTURAL SUPPORT STEEL (BY OTHERS) PLENUM DECK STRUCTURAL SUPPORT STEEL (BY OTHERS) USE 1/2-13 x 2 BOLTS, NUTS & WASHERS (ITEMS 3, 5, 6, 7 & 8) TO BOLT VANE BANKS TOGETHER. INSTALL ONE NYLON SHOULDER WASHER (ITEM 5) & FLAT WASHER (ITEM 6) ON EACH SIDE. 0 0 DETAIL A SCALE 1 : 4 DETAIL B SCALE 1 : 4 REVISION HISTORY REMOVED P/N FROM BOM. CHANGED BOLD P/N. ALTERED LOCATION OF PASS THROUGH IN VANE BANK. ADDED ITEMS 10, 11 & 12. SHEET SCALE 1:32 DETAIL C SCALE 1 : 4 • ve. • • ore nowtoi ogitiggitioommisios aree:v res °rm. • • • I es 17pro • re\ :re sor7ies m rn es- wilissisposejosesocio asoni leiegionsis•orraseii,posreasp,% err 'Corr Corre a .11111.11111111a PO nra 11 vorasSi \10.11 1111\10riiiii100.111106000.111 ' "�, ervil Ereirgilipi010111. ellill....riwiplei11•1011111.11111.1161.11 rvi 1111 • • oral g °Co I I I 1111111 ir • • mat\itire ell Ir. I I Walla Cosa rsieriii �•r. J EXPIRED FEB 1;12012 NDLNT PIN, .625 O.D. x 1.50" Length, McMASTER P/N 98320A615 OR EQUIVALENT MAN DOOR ASSEMBLY SHOULDER BOLL McMASTER # 91264A621 OR EQUIVALENT REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2011 City of Tukwila BUILDINA nIVISIOPJ WASHER, 1/2, FLAT, NYLON, MCMASTER-CARR 90295A188 OR EQUIVALENT WASHER, SHOULDER, NYLON, MICROPLASTICS 12SWS4005 OR EQUIVALENT NUT, 1/2-13, HEAVY HEX HEAD, GALVANIZED STEEL I 2 W (0 w Ie m H M z .1r ..)--UJ wir cg )' , ic' V) 06/23/08 03 1/21/08 02 12/13/07 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. WASHER, 1 /2, LOCK, SPRING TYPE, ZINC PLATED WASHER, 1 /2, STRUCTURAL, FLAT, GALVANIZED BOLT, 1/2-13 X 2 1/2, HEAVY HEX HEAD, GALVANIZED RECEIV CITY OF TU IA NOV 0 1 201n RMIT CENTER BOLT, 1/2-13 X 2, HEAVY HEX HEAD, GALVANIZED TURN 4 VANE BANK SUB -ASSEMBLY W/ PASS THRU TURN 4 VANE BANK SUB -ASSEMBLY STEEL STEEL STEEL STEEL STEEL A563 HD F436 A325 A325 DRAWN BY: WS CHECKED 8Y: JW JOB NUMBER 206-039 TURN 4 INSTALLATION QTY. DESCRIPTION BILL OF MATERIALS MATERIAL GRADE 1813 1 OF 2 SHEET NUMBER • • • • HOLE IN VANE BANK TO BE MATCH DRILLED AND TAPPED 3/8"-16 THRU MAN DOOR ATTACHMENT SCALE 1 : 2 IF THREADS OF SHOULDER BOLT PROTRUDE THROUGH VANE BANK END PLATE. GRIND FLUSH PRIOR TO BOLTING SECTIONS TOGETHER 6'-1 5/8" VANE BANK WIDTH 30'-8" MP. -0 .10 .c N 1'-4" PASS-THROUGH FWRI PASS THROUGH LOCATIONS EXPiiiirtED FEB 11 2012 REVWED CODE CIE OMPL NCE APPROVED MAR 18 2011 City of Tukwila BUILDING DIVISInnM RECEIVED_ CITY OF TI.I IA NOV 01 [010 PERMIT CENTER SHEET SCALE 1:32 w D Z 06/23/08 03 1/21/08 02 12/13/07 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED BY: JW JOB NUMBER 206-039 TURN 4 INSTALLATION 1813 20F2 SHEET NUMBER NOTES: 1. SEE DRAWING 206-039-1801 (GENERAL INSTALLATION NOTES) FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. THE INLET CONTRACTOR (IC) IS LOCATED BELOW THE CABLE FLOOR (CF) AND IS USED TO DIRECT THE AIRFLOW `FROM THE PLENUM INTO THE FLIGHT CHAMBER (FC). 3. INSTALLATION INSTRUCTIONS: A. B. SCAFFOLDING WILL BE NEEDED TO CREATE A LEVEL FLOOR AT A MINIMUM ELEVATION OF THE PLENUM DECK TOS. SKYVENTURE 14R4-4.3 INLET CONTRACTOR AA P/N 206-039-1714 START INSTALLATION BY FIRST FINDING THE CENTER OF THE FLOWPATH. THE TYPICAL ASSEMBLY WILL HAVE THE CF INSTALLED AND CENTERED PRIOR TO BEGINNING INSTALLATION OF THE IC. i. STRETCH TWO WIRES ACROSS DIAMETRICALLY OPPOSITE IC MOUNTING HOLES IN CF AT RIGHT ANGLES TO ONE ANOTHER. WHERE THE WIRES CROSS IS THE CENTER OF THE FLOWPATH. ii. DROP A PLUMB BOB FROM THE INTERSECTION OF THE WIRES TO THE BOTTOM OF THE PLENUM AND MARK THE CENTER POINT ON THE CONCRETE. iii. PROJECT THE CF CENTERPOINT PERPENDICULARLY TO THE IC LOWER FLANGE SUPPORT ANGLES & MARK THE CENTERLINE LOCATIONS ON EACH ANGLE. A MEASUREMENT CAN THEN BE MADE ALONG THE ANGLE FROM THE CENTERLINE MARK TO THE CORNER TO ESTABLISH THE 'START POINT LOCATION IDENTIFIED IN SECTION VIEW A -A FOR IC SECTION 1. C. ENSURE THE ADJUSTABLE STRUCTURAL ANGLES CONNECTED TO THE PLENUM STRUCTURE ON WHICH THE IC BOTTOM FLANGE WILL REST ARE SET AS LOW AS POSSIBLE. D. SEE SECTION VIEW A -A FOR ORDER OF INSTALLATION OF FIBERGLASS SECTIONS. HEXAGONAL BOXED NUMBER INDICATES THE MANUFACTURER'S RECOMMENDED SEQUENCE. E. INSTALL SECTIONS 1-4 BY PLACING THE TOP FLANGE BEHIND THE THIN METAL DROP DOWN FAIRING OF THE IC, RAISING THE PART UP AND SWINGING THE BASE OUT AND REST THE BOTTOM FLANGE ON TOP OF THE ADJUSTABLE STRUCTURAL ANGLE. EXTEREME CARE SHOULD BE TAKEN NOT TO DAMAGE THE THIN METAL FAIRING CONNECTED TO THE CF. F. AS EACH SECTION IS PLACED, LOOSELY INSTALL THE FIRST AND THIRD TOP FLANGE BOLTS AS NOTED IN THE ISOMETRIC VIEW (ABOUT 1 /16" LOOSE) TO THE CF TO TEMPORARILY HOLD IN PLACE FOR FINAL ADJUSTMENT AT END OF INSTALLATION. THE BOLTS SHOULD BE INSERTED FROM THE INSIDE OF THE CF AND THE NUTS USED ON THE FIBERGLASS SIDE. G. LOOSELY INSTALL EVERY FOURTH BOLT ALONG THE VERTICALLY ORIENTED STIFFENER RIB ALONG THE LENGTH OF THE SECTION TO HOLD ADJACENT PIECES TOGETHER. H. ALIGN THE FLOWPATH SURFACES ALONG THE VERTICALLY ORIENTED STIFFENING RIBS, TIGHTENING THE BOLTS INSTALLED IN 3.G WHEN THE SURFACES ARE FLUSH. I. ALIGN THE MID -LINE OF SECTIONS 1-4 TO BE COLINEAR WITH THE CENTER LINE OF THE FLOWPATH. J. INSTALL SECTIONS 5-8, THEN SUBSEQUENTLY 9-12 AND 13-16 FOLLOWING THE NUMERIC ORDER SHOWN IN SECTION A -A AND USING THE SAME PROCESS AS SECTIONS 1-4. K. CRITICAL: ENSURE THE CF FAIRING FLOW PATH SURFACE IS FLUSH WITH THE IC FLOW PATH SURFACE TO CREATE A SMOOTH TRANSITION BETWEEN THE IC AND THE CF. ANY STEP IN THE FLOWPATH AT THIS LOCATION IS UNACCEPTABLE AND WILL REQUIRE REWORK. L. RAISE THE STRUCTURAL ANGLES IN THE PLENUM (BY OTHERS) SO THAT THEY ARE FLUSH AGAINST THE BOTTOM FLANGES OF THE IC. M. ANY HOLES IN THE CF INTRODUCE LEAK PATHS FOR AIR FLOW AND MUST BE SEALED WITH SILICONE (ITEM 5). REMOVE EACH TOP FLANGE FASTENER INSTALLED IN 3.F, ONE AT A TIME, AND COMPLETELY FILL THE CAVITY AROUND THE BOLTS WHERE THEY PENETRATE THE CF AND THEN FULLY TORQUE THE BOLT. ENSURE THAT PROPER ALIGNMENT IS MAINTAINED AS FASTENERS ARE TIGHTENED. INSTALL THE REMAINDER OF THE TOP FLANGE BOLTS SEALING EACH GAP AS DESCRIBED. ADD A BEAD OF SEALANT AROUND THE WASHERS AND BOLTS AFTER ALL OF THE FASTENERS ARE TORQUED. N. INSTALL FLASHING BETWEEN THE BOTTOM EDGES OF THE IC AND THE BEAMS THAT SPAN ACROSS THE PLENUM TO CREATE A SMOOTH TRANSITION FROM THE PLENUM INTO THE IC. O. SEAL ALL JOINTS (IC TO CF, IC TO PLENUM ANGLES, IC TO FLASHING) WITH SILICONE (ITEM 5). 0 14'-8" A t_ ASSEMBLY TOP VIEW AIR FLOW ASSEMBLY SIDE VIEW A _t REVISION HISTORY NOTE 3 ALTERED. 04\ /03 P/N CHANGED SHEET SCALE 1:60 USE 1 /2-13 X 2" BOLTS, NUTS & WASHERS (ITEMS 1,2,3 & 4) TO ATTACH THE TOP OF THE INLET CONTRACTOR TO THE CABLE FLOOR. - - INSERT THE BOLTS FROM INSIDE THE CF, USE ONE FLAT WASHER ON EACH SIDE, AND INSTALL THE LOCK WASHERS AND NUTS ON THE FIBERGLASS SIDE. 1 i i I SUPPORT BOTTOM FLANGES WITH STRUCTURAL ANGLES (BY OTHERS). START POINT ASSEMBLY ISOMETRIC VIEW 31'-6" TYP 30-10 TYP FLOW PATH ALIGN POINT WITH CF Q ALIGN POINT WITH CF ALIGN POINT WITH CF SECTION VIEW A -A ASSEMBLY BOTTOM VIEW WITH SECTION INSTALLATION ORDER ALIGN POINT WITH CF Q EXPOIED FEB 11 2012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 20'11 City of Tukwila BUILDING DIVISION CV CN 01,218 Q O Z 4, Rn �-c0 UJ CV) H YJ 1 . > 0_ Z ow--x� 3 z W 1— tn Li) z 01/21/08 04 01/16/08 03 01/07/08 02 12/05/07 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED BY: JW 5 A/R SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT JOB NUMBER 206-039 4 48 NUT, 1/2-13, HEAVY HEX HEAD, GALVANIZED STEEL A563 3 48 WASHER, 1 /2, LOCK, SPRING TYPE, ZINC PLATED STEEL HD 2 96 WASHER, 1/2, STRUCTURAL, FLAT, GALVANIZED 1 48 BOLT, 1 /2-13 X 2, HEAVY HEX HEAD, GALVANIZED RECEIVED, CITY OF TUKKVVILA ITEM NO. QTY. DESCRIPTION Ni1V 0?MO STEEL F436 STEEL A325 INLET CONTRACTOR INSTALLATION PERMIT CENTER MATERIAL GRADE BILL OF MATERIALS 1814 1 OF 1 SHEET NUMBER NOTES: 1. THERE IS A NOMINAL 1" GAP BETWEEN THE TOP TUBES OF THE FLIGHT CHAMBER (FC) AND STAGING AREA (SA) SECTIONS, AND THE BOTTOM FLANGE OF THE PRIMARY DIFFUSER (PD). THIS GAP MUST BE SEALED TO CREATE AN AIR TIGHT CONNECTION BETWEEN THE FC, SA, AND THE PD. 2. INSTALL THE SPECIFIED EXPANSION SEAL (ITEM 1) PER MANUFACTURER INSTRUCTIONS. ALIGN THE FLAT SURFACE OF THE SEAL WITH THE FLAT SURFACE OF THE TUBING FOR A UNIFORM LOOK AND MAXIMUM SURFACE CONTACT. 3. APPLY A CONTINUOUS BEAD OF SILICONE (ITEM 2) AT THE EXPANSION SEAL INTERFACES. SECTION A -A SKINNING SYSTEM/ACRYLIC RETENTION REVISION HISTORY A BOM QTY ALTERED ITEM 1. A SMOOTH INTERFACE BETWEEN THE FC/SA SKIN AND THE PD IS CRITICAL AT THIS LOCATION. FLOW PATH SURFACES MUST BE FLUSH. GAPS OR STEPS SHALL BE REMOVED BY ADJUSTING PD SECTIONS. \BOTTOM OF PRIMARY DIFFUSER 67 \/ EXPANSION SEAL (ITEM 1)- INSTALL PER MANUFACTURER'S INSTRUCTIONS APPLY SILICONE BEAD ALIGN FLAT SURFACES TOP TUBE OF FC OR SA DETAIL B SCALE 1 : 1 ACRYLIC APPROX OD: 014'-6" APPROX LF: 45'-7" bio-iqb EXPlitED FEB 1 1 2012 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2u11 City of Tukwila BUILDING DIVISION ailf/REASILA NOV 01 2010 PERMIT CENTER SHEET SCALE 1:48 v z 01/22/08 02 01/14/08 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the properly rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED BY: JW JOB NUMBER 206-039 2 A/R SILICONE SEALANT, PAINTABLE, DOW CORNING #4045095 OR EQUIVALENT 1 46' MIN. EXPANSION SEAL, SEISMIC COLORSEAL, 1" THICK, GREY (MANUFACTURER: EMSEAL) SEAL INSTALLATION FC/SA TO PRIMARY DIFFUSER ITEM NO. QTY. DESCRIPTION BILL OF MATERIALS 1815 1 OF 1 SHEETNUMBER NOTES: 1. THE PD -T1 SEAL IS LOCATED BETWEEN THE PRIMARY DIFFUSER (PD) AND TURN 1 (T1). IT HAS TO BE FLEXIBLE IN BOTH AXIAL AND RADIAL DIRECTIONS. FOLLOW THE INSTALLATION PROCEDURE CLOSELY TO MAXIMIZE SEAL LIFE. 2. THE DIFFUSER POSITION CAN BE AFFECTED BY THERMAL EXPANSION, WIND LOAD, AND OTHER FACTORS. VERIFY THAT THE DIFFUSER IS IN ITS NEUTRAL POSITION BEFORE INSTALLING THE SEAL. 3. THE OVERALL GAP BETWEEN THE TOP OF THE DIFFUSER AND THE BASE OF TURN 1 SHOULD BE 5 1/2"±1/2". THE HEIGHT OF THE SEAL IS 6". THE EXTRA "SLACK" ALLOWS FOR MOVEMENT OF THE DIFFUSER RELATIVE TO TURN 1 IN ALL DIRECTIONS. TO INSTALL THE SEAL, FOLLOW THE PROCEDURE LISTED BELOW. A. ORIENT THE SEAL SUCH THAT THE LONGER FLANGES ARE FACING DOWN, AND POSITION THE SEAL BETWEEN THE DIFFUSER AND TURN 1. ALIGN THE INSIDE SURFACE OF THE SEAL WITH THE INSIDE SURFACE OF THE DIFFUSER. ENSURE ALIGNMENT BETWEEN THE HOLES IN THE SEAL AND THE HOLES IN THE DIFFUSER AND STIFFENING PLATES. STARTING IN THE CENTER OF EACH SIDE, INSTALL THE PD SEAL MOUNTING STRIPS (ITEM 3) USING FASTENERS AS NOTED IN DETAIL "B". ORIENT THE SEAL MOUNTING STRIPS SO THAT THE FLANGES ARE AGAINST THE SEAL (SEE DETAIL '0"). B. ALIGN THE INSIDE SURFACE OF THE SEAL WITH THE INSIDE SURFACE OF TURN 1. ENSURE ALIGNMENT BETWEEN THE HOLES IN THE SEAL AND THE HOLES IN TURN 1. STARTING IN THE CENTER OF EACH SIDE, INSTALL THE Ti SEAL MOUNTING STRIPS (ITEM 2) USING FASTENERS AS NOTED IN DETAIL "B". ORIENT THE SEAL MOUNTING STRIPS SO THAT THE FLANGES ARE AGAINST THE SEAL (SEE DETAIL "D"). THE HOLES IN TURN 1 ARE TAPPED IN THE STRUCTURAL TUBING AND WILL NOT REQUIRE NUTS. CRITICAL DIMENSION / _ DETAIL B SCALE 1 : 4 N A FOR TURN 1, USE 1 /4-20 X 1 3/4 HEX HEAD BOLTS AND WASHERS (ITEMS 4 & 5) AND LOCTITE (ITEM 6). TURN 1 FRAME HOLES ARE TAPPED 1/4-20. BE CAREFUL NOT TO STRIP BY OVER -TORQUING. FOR THE DIFFUSER, USE 3/8-16 X 2 1 /2 HEX HEAD BOLTS, FLAT & LOCK WASHERS, AND NUTS. INSTALL FLAT WASHERS ON BOTH ENDS OF THE BOLTS, ENSURING THAT A FENDER WASHER IS USED ON THE FIBERGLASS SIDE. *THESE FASTENERS ARE INCLUDED IN THE BOM FOR DRAWING 206-039-1709, AND OMITTED FROM THIS BOM. r ORIENT THE SEAL MOUNTING STRIPS SO THAT THE FLANGES ARE AGAINST THE SEAL. THE SEAL MOUNTING STRIPS WILL HAVE A SMALL GAP IN THE CENTER OF EACH SIDE. DETAIL C SCALE 1 : 4 SECTION A -A 5 1/2"±1/2" (3/8") - DETAIL D SCALE 1 : 2 REVISION HISTORY NOTE 3 ALTERED. BOM P/N ALTERED. ALIGN SEAL AND TURN 1 INSIDE SURFACES EXTRUDED NEOPRENE CHANNEL *THERE WILL ACTUALLY BE SLACK IN THIS AREA, WHICH IS NOT SHOWN HERE ALIGN SEAL AND DIFFUSER SURFACES PD STIFFENER PLATE EXPIRED FEB 11 2012 REVIEWED FOR CODE COMPLIANCE APPROVED ",R182011 Ci►' f,Tukwila BUILD! DIVISION RECEIVE CITY OF TU LA NUV 01 2010 PERMIT CENTER SHEET SCALE - 1:28 ce z gclu 1/21/08 02 1/14/06 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it Is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED 8Y: JW 6 A/R THREAD LOCKER, MED STRENGTH, LOCTITE 242 (NO SUBSTITUTES) JOB NUMBER 206-039 5 72 BOLT, 1/4-20 X 1 3/4, HEX HEAD, ZINC PLATED 4 72 WASHER, 1/4, USS, FLAT, GALVANIZED 3 8 206-039-0513-02 PD -Tl SEAL MOUNTING STRIP, PD SIDE 2 8 206-039-0513-01 PD -Tl SEAL MOUNTING STRIP, T1 SIDE 1 1 206-039-0512 PD -T1 EXTRUDED CHANNEL SEAL PD - T1 SEAL INSTALLATION ITEM NO. QTY. PART NUMBER DESCRIPTION BILL OF MATERIALS 1816 1 OF 1 SHEET NUMBCR i • ORIENT THE SEAL MOUNTING STRIPS SO THAT THE FLANGES ARE AGAINST THE SEAL. THE SEAL MOUNTING STRIPS WILL HAVE A SMALL GAP IN THE CENTER OF EACH SIDE. DETAIL C SCALE 1 : 4 SECTION A -A 5 1/2"±1/2" (3/8") - DETAIL D SCALE 1 : 2 REVISION HISTORY NOTE 3 ALTERED. BOM P/N ALTERED. ALIGN SEAL AND TURN 1 INSIDE SURFACES EXTRUDED NEOPRENE CHANNEL *THERE WILL ACTUALLY BE SLACK IN THIS AREA, WHICH IS NOT SHOWN HERE ALIGN SEAL AND DIFFUSER SURFACES PD STIFFENER PLATE EXPIRED FEB 11 2012 REVIEWED FOR CODE COMPLIANCE APPROVED ",R182011 Ci►' f,Tukwila BUILD! DIVISION RECEIVE CITY OF TU LA NUV 01 2010 PERMIT CENTER SHEET SCALE - 1:28 ce z gclu 1/21/08 02 1/14/06 01 DATE ISSUE/REVISION SkyVenture hereby expressly reserves the property rights to this drawing and it Is not to be reproduced, copied in any format or manner whatsoever without first obtaining SkyVenture's express written permission and consent. DRAWN BY: WS CHECKED 8Y: JW 6 A/R THREAD LOCKER, MED STRENGTH, LOCTITE 242 (NO SUBSTITUTES) JOB NUMBER 206-039 5 72 BOLT, 1/4-20 X 1 3/4, HEX HEAD, ZINC PLATED 4 72 WASHER, 1/4, USS, FLAT, GALVANIZED 3 8 206-039-0513-02 PD -Tl SEAL MOUNTING STRIP, PD SIDE 2 8 206-039-0513-01 PD -Tl SEAL MOUNTING STRIP, T1 SIDE 1 1 206-039-0512 PD -T1 EXTRUDED CHANNEL SEAL PD - T1 SEAL INSTALLATION ITEM NO. QTY. PART NUMBER DESCRIPTION BILL OF MATERIALS 1816 1 OF 1 SHEET NUMBCR