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Permit 5980 - Boeing - Room Addition
ElkL :.P44- 59 APPHOVED FOR ISSUANCE BY: \ .. 1 ),-A ) BUILDING OFFICIAL know the same whether specified the provisions to sign DATE: 3 ' -(-) to be true and correct. All provisions herein or not. The granting of of any other state or local laws for and obtain this building permit. I hereby certify of law and ordinances this permit does regulating construction hat I have read and x mined this permit and governing this work will be complied with, not presume to give authority to violate or cancel or the performance or work. I am authorized SIGNATURE: _,..e..,,,_,, PRINT NAME: i / , . .r =,_, ,/ DATE: -- o "/ ,6f/j. , /zJ COMPANY: ". - . ,3j(G22,c+ PROPERTY OWNER Boeing PHONE 544 - 2931 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA 1041 ZIP 98124 -2207 CONTRACTOR Wilson & Dean Inc. PHONE 767 -7760 ADDRESS 6001 Sixth Avenue South, P.O. Box 81226, Seattl , WA I ZiP 98108 WA. ST. CONTRACTOR'S LICENSE # WILSODC365DC EXP. DATE 5_, 9 _c,o ARCHITECT Boeing PHONE 544 -2931 ADDRESS P.O. Box 3707 M S 46 -87, Seattle, WA ZIP 98124 -2207 TYPE OF CONSTRUCTION: -N UBC EDITION (year) SETBACKS' - ' N - S - E - W - UTILITY PERMITS REDUIRED?DY (thro E N o Public Works) FIRE PROTECTION: ®S rinklers 0 Detectors 0 N/A p ZONING: BAR /LAND USE CONDITIONSOYes ®No BUILDING PERMIT FEE CONDITIONS (other than those noted on or attached to permit/plans): 1041 5 n DESCRIPTION AMOUNT RCPT N DATE BUILDING PERMIT FEE 252.00 1041 5 n PLAN CHECK FEE 164.00 OCC. LOAD SQUARE FEET OCC. LOAD BUILDING SURCHARGE 4.50 SQUARE FEET OCC. LOAD SQUARE FEET ENERGY SURCHARGE TOTAL SQUARE FEET TOTAL OCC. LOAD OTHER: TOTAL - 420,50 `/ USE -} / / CODE COMPLIANCE / / / Firm 4 SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING �� �� PERMIT NO. DATE ISSUED: 3 SI S CERTIFICATE OF OCCUPANCY NO. 3417 S 120 P1 BUILDIt PERMIT (POST WITH INSPEt;: 'ION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES PLAN es • PROJECT INrOF7MATIOr • Jig SUI # V LU U •N - 25,000.00 PROJECT NAME/TENANT goei n ASSESSOR ACCOUNT # 734560_014 TYPE OF 0 New Building 0 Addition LJ Tenant Improvement (commercial) Li Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construct interior room in existing warehouse building loacted at East Marginal Way Corporate Park. This permit shall become null and void if the work is not commenced within 180'days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. DATE ISSUED: PERMIT NO. CONTACTED L , ,, DATE READY DATE NOTIFIED _ O� D� l (init.),1E3 PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING I i L �Q 3RD NOTIFICATION BY: (init.) (r FIRE PLAN CHECK NUMBER 90-- ll3 'AR • BUILDING - initial review O PLANNING O PUBLIC WORKS O OTHER N:t BUILDING - final review REVIEW COMPLETED BUILDING PERMIT APPLICATION TRACKING PROJECT NAME SITE ADDRESS 1 -► « s 1 PI INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. TIE 3-14-90 3 -14 -90 (ROUTED) �7�=q INIT: J"l�l� INIT: INIT: INIT: !PROVED n c CONSULTANT: Date Sent Date Approved - FIRE PROTECTION: ` S • rinklers S Detectors N/A FIRE DEPT. LETTER DATED: - 0 INSPECTOR: S /5 ZONING: 1BARILAND USE CONDITIONS? ( )Yes -f),1 No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E W- UTILITY PERMITS REQUIRED? Yes No PUBLIC WORKS LETTER DATED: tJIREME .: SUITE NO. ME UBC EDITION (year): IT VLUV 01JUlllL•CilllCl l7VUI17Va11J, 1 unnna r•r1 .w I vv (206) 433 - 1849 JENSEN JOB #900032. DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE ,: 40 PLAN CHECK NUMBER - C-» ( 1 ?-) APPLICATION MUST BE FILLED OUT COMPLETELY PLAN CHECK FEE 1(674.0C> : 4 50 BUILDING SURCHARGE ENERGY SURCHARGE OTHER: (.42e), a) , ; TOTAL. SITE ADDRESS BOEING MILITARY AIRPrLANE §UITE # 3417 So. 120th Place Tukwila, Wa. VALUE OF CONSTRUCTION - $ 25, 000.00 PROJECT NAME/TENANT E. Marginal Way Corporate Park BOEING MILITARY AIRPLANES. ASSESSOR ACCOUNT # LAND 734560 -03.45 BLDG. 102304 -9069 TYPE OF • New Building • Addition a Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Storage 0 Reroof LI Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: CONSTRUCT INTERIOR ROOM IN EXISTING WAREHOUSE BUILDING LOCATED AT EAST MARGINAL WAY CORPORATE PARK. BUILDING USE (office, warehouse, etc.) MANUFACTURING (B -2) OCCUPANCY (FACILITIES FOR LASER ETCHING). NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? No Li Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 252,089 Tenant Space: 2,723 Area of Construction: 2,723 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? @ No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER BOEING MILITARY AIRPLANES PHONE (206 `5d4 -2931 ADDRESS P.O.BOX 3707, M/S 46 -87, SEATTLE, WA. ZIP98124 -2207 "CONTRACTOR WILAON & DEAN INC. PHONE (206) 767 -7760 ADDRESS 6001 6th Ave. So. P.O. BOX 81226, Seattle, Wa. ZIP 98108 WA. ST. CONTRACTOR'S LICENSE # WI- [S- OD- C365DC EXP. DATE ARCHITECT BOEING MILITARY AIRPLANES. PHONE ( 206)544 -2931 ADDRESS P.O. BOX 3707, M/S 46 -87, SEATTLE, WA. IZIR98124 -2207 CITY OF TUKWILA Department of Community Development - Building Division ESAME TO BE EREBY "CERTIFY. ,THAT I HAVE READ AND EXAMINED : THIS APPLICATION AND KNOW ;TRUE:AND:CORRECT AND I AM AUTHO IZED :TO APPLY THIS SIGNATURE DATE 3 - 08 -96 BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME CONTACT PERSON TEARY NEAL TUNISON APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure w!!! be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED NEAL TUNISON BUILDIK 3 PERMIT APPLICATION ADDRESS p.O. BOX 3707, M/S 46 -87, SEATTLE, WA. FEES (for staff use only) DATE APPLICATION EXPIRES PHONE(206)544..293j CITY /ZIP98124 -2207 PHONE(206 )544 -2931 COFAMERCI1"_.:..:.:•?.::•••::pia'•'''i''':g,i*''tj''.t)ItIl;$.f • ' - ..:••*::.'"1.::1:- NEW.:.•••••;••••••:-:.:F4J.• ••••••:'.'''ild,10 perrniy,:..a• P •••• : • '.. ,..::::•:::::::•:::::•::•••••••::::••••; • .. ..... .... . .::_:.::.:,.. ' :::::.•::::,..:::::„..•...::•,..,.. :..,........... ... . . Bult.(,“.•„•.:,-. 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Arct!iiisctudraw ... .. • • Plan :•ral:' ' strilq.0 - • , :: . , ... .,..„:;::::•••...•••••iai drawings ' • ..-‘• ::::•••••••:,i, • • . , -__L.,::••••:::::.',„::::::: • .... •• ..... .0eaa : ,:drEl,17.:.!:::::::.........,,,,........:...........,....,......, ..................:.:,...... tion.dia wiNa.::::,;....:,..,:••::•:':,::::::::::• "...:. . ,'..,....,....::,,, .,.,...,..ed......-gte.:. • Landscape ....„ . . . . .. .. .:;.......:-...,.....i•,....:.•• ....b.„...i.....,:iiii. utility i•••iipor..- permit . .... (one for .. . ...'..' ... OW • • • .. ....,:,. • •• :. :. .. , p iii:6):t14,:•:!..;:777 drawings ::•7::••••••••••• ' i'at ii, i f,r.,./..„.::::::::•::::„:::,-::::::,••••• .: subilif!!9. :::.• • ••:::-•-• . ::',:''" • .• .............: .. • •TE,..„:stit , • ears ... : . , • .........,,....::::::::::•::•:::::••; •••• :tt, 4 ..........::•,....:.............„:„...„... -77....... . : .... , ...„........„ ..: RESIDENTIAL RACK Completed building permit application Altietssor. Account • •• Of Building floor plan showing •••• Exit doors ;:••• CkneitsionSOfall .•• ..•••••••• • ,:•••• ••••••• • • • •••••••• •••::::: . . . . . Tenant 'space floor : plan showing roCit "storage: ..;:aislai • • •••••-• ••••• •:. • .....;• ••••.• •::•• .••• ••• ..::•••-•:•••••,•• •••• •• • • • • • ••••• • •• • • • • •• • • • ••• • • •••• ••••••• • •:••••••••;•••••••••••••:••••••• ;••••••:••• • . • .:.• . • ... . . . • • • rind 0 kft ways on p#Irr, . .. • .••:•••••,...:,..•.••:„.•,..... • •[-----i:SfrtictUral:calculatiOns.staniped bYle • .• engineer (rack storage 8.! and •••••••• ....• .• .•••••• •••••• •••••• ••••• • • ::.: .. • •• ••••• • NEW SINGL.rafAMILY DWELUNGSIADDONS fl . .• . ;.: : • ... • Completed building permit application (one for each structure) fl Legal description . • E Assessor Account Number • • : . :•• •••••••••••• • ; . Two sets (2) of working drawings, which include: .':':••••••••••‘:':.:".:':.",. • : , • :, :•:. . • . • • : • • • • Site plan • Foundabon plan • Floor plan • Roof plan • Building elevations (ail views) • • Building cross-section • Structural framing plans E Washington State Energy Code data n Completed utility permit application SCBMITTAL CHEMIST Six (6) sets of site plans showing utilities NOTE: Bullring site plan and utility site plan may be combined. See usity permit application and checklist for specific submittal requirements. Aronal topographical and soils information may be required if unique site conditions. f Oie.F9.171f4 • • NP4A/1.41. p ermit appli cation ANTI building p Complete • . • *. •• ••:. • 0 0 Carnplei H i E t s al) for each structure . _ m aterial being removed and ' ;. NOTE .fAtertification letter is required prior to final inspection and Assessor A ccount Number • :•••• ..• • material be ing instelied r oot , .:• : • • • • Tsiwate. licensed As : ee Structural naisat.nsi by ati6n antenna/satellite attachment . • - engineer elaY be rPc •••• • Washington S tate stalls 117 ..... antn cicuissaas stamped ••••• ..-• itar,77.77r;•••••'.:::::::',..;:•:••••••'"•ti.inc19 Plan (showing building arid • •• of . . .................... • . . . . • . . • . . . • • • • • ..*:•:•••••••••• • • • • It application (one for each structure) E Completed bulking perm •.. Assessor Account Number • • . • : ••-• • . . Two (2) sets of working drawings, which include • • : • . • : • • Site plan •• • Foundation plan • Floor plan : .• • Roof plan • Building elevations (all views) • Building cross-section :. • :. • Structural framing plans "' :.• • E LI . • ' NOTE: If any utility work is to be done provide utility permit application. and plans must be submitted . • • Completed building permit application (one for each structure) Assessor Account Number Narrative describing existing roof, material being removed, and material being installed. NOTE: A certification letter Is required prior to final inspection and sign- off of the permit CITY OF TUKWILA Buildrepartment 6300 S ..,center Boulevard Tukwila, WA 98188 (206) 431-3670 Type of Inspection ( Site Address "e3C--( / 7 ---- 9 Requestor I' r - vi Special Instructions INSPECTION RECORD L I T la) 1 111° ( PERMIT # P Date 9 - - o Date Wanted Project Phone # / 1't71/ -9 0 a . CV r`f bcy Pe' Inspection Results/CommTS: Ca ;?fr; Insnprtnr 1) /2.4 • Date 9 6-4:1445 CITY OF TUKWILA BuildinrIpartment 6300 So Inter Boulevard Tukwila, *A 98188 (206) 431-3670 :nspector ype of Inspection ite Address equestor pedal Instructions 1M Vnll A vori Loye5L_qs . INSPECTION RECORD PERMIT # Lc/ Date 0 Date I ,— tf Date Wanted 9 () p.m. Project (J029)CA( Phone # )ay2 C 17:2- — 9 CO31 . CaLp Orb,. (Aij e nspecti on Results/Comments: F td 4 /■3.. v\I Lc_ Type of Inspection f�C J Site Address /i' 1 ;4) Y Requestor 7 Orli Special Instructions CITY OF TUKWILA Buildin ' ,artment 6300' Sot&,'Inter Boulevard Tukwila, WA 98188 (206) 431 -3670 Inspection Results /Comments: c c, !i I Inspector • INSPECT RECORD PERMIT # �� ` I 3 0 Date 7 ,- /4, - 0 Date Wand Project Cam (l� ( Phone # 1 5=3 e-v �'l (A) cep l Date )1) / hh X-' 4 k 0. zJ s.,,- �,� . sue CITY OF TUKWILA Building Division 6200 Soulhcenter Blvd. Tukwila, WA 98188 433.1845 .Xledatc, ■gto Permit No. S 0_ Date _2-1 f5—eta Job Address 3 £l/7 c _/2-° PL. CORRECTION NOTICE he following items are found to be in violation of Ordinance and shall be corrected. �r 6 4. 14L /w_ 4 6 10 _ , z , b bl - , . a • .. /1-- ,ieekklewst Signed uildi ig ott cl 1 /Inspector Type of Inspection Site Address Requestor Special Instructions Inspector 1 Inspection Results/Comments: CITY OF TUKWILA artment 6300 Ater Boulevar Tukwila, WA 98188 (206) 431-3670 rir-J ,,, Date Want /-4_, Project Phone # INSPECT/ON RECORD PERMIT # Date / fr.too-•-• / 4.,Pe., Date 7 /6 CITY OF TUKWILA Building(' nartment 6300'Sodl„ inter Boulevard Tukwila, WA 98188 (206) 431-3670 INSPECTION RECORD PERMIT # Date Date Wante -221 PI ( . Projec - ze,/ A Phone # Type of Inspectio Site Address 3-/i7 Requestor Special Instructions /20 P Inspection Results/Comments: Ca a.411 eetr, A ge' iRet#1041 Type of Inspection O 4J 1 hOO ' -PLS Date Wanted 5 ...2. 4p • p•m• Site Address e // 2� - 7 7('. Project �'r ""� �,{� Requestor `T0 Vn Phone # Special Instructions Inspector CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 8188 (206) 433 -1849 Inspection Results /Comments: (;., G'c " 1-7 -7 J( /e,5 6 L S J,6 INSPECTION RECORD PERMIT # S9 ?) Date S —/ —9 0 Date (- 2-r-ee) Inspector CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection C,07,4 1000-rd Site Address )C-I T 7 L / 2O t Requestor I eyn Special Instructions Inspection Results/Comments: PERMIT Date 54.n ( aft (110 K /09 INSPECTION RECORD e Date Wanted 5 --/ (iv Project Phone # 60.2W4a':::Aa s' n CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions Inspection Results /Comments: c Inspector Pa ' INSPECT . ON RECORD PERMIT # Date 910 Date Wanted 30`'90 a.m. Project Phone # 5S7 Date/4:2_1_ 3 Q " � Inspector CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection Site Address 5q Requestor Special Instructions Inspection Results/Comments: ( INSPECTION RECORD PERMIT # •C iFs0 L Date Date Wanted Project Phone # CiCv - ZS- Date -1-2_5 -- suui II DATE JULY 23, 1990 (206) 433 -1851 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * *REVISION SUBMITTAL ** PROJECT NAME FACILITY FOR LASER ETCH (BOEING MILITARY AIRPLANES) ADDRESS 3417 SO 120TH PL. SEATTLE,WA. BLDG. 21 -03 ARCHITECT OR ENGINEER JIM BARNES PERMIT NUMBER 5980 (If previously issued) PLAN CHECK NUMBER 90 - 113 TYPE OF REVISION: CHAINLINK FENCE SUBMITTED TO: BOB BENED I CTO RECEIVED CITY Or Tt �K�nn1_A J Lit 2 4 1090 PERMIT CENTER CONTACT PERSON TERRY BENNETT PHONE 544 -2975 SHEET NUMBER(S) 2 "Cloud" or highlight all areas of revisions and date revisions. JUL le ,qA 10:12 AUA. MECN• iuUUUN 1 ME CHANICAL, INC. i3ox 2'19 AUQURN, W I ON 9U071 AU•DU•RM- 1163UA This transmission consists T0 : Takw f' / A r COMMENTS: LL-5 (206)838 -9780 * FAX (206)833 -.138 FAX TRANSMISSION COVER NEET pages, this is [cage 11 CITY l« '( vlkvVL:...A "NIT.) r ,. a nrs •.._. DATE: 2 7 - / 81 n'1 "1'LN'110N: NIr�, l��o -�zs ©N FROM: 2, !I_ el JOB NAME: b `,�. L : G eb{L t I'� ©t r U' P.1/4 1, PRODUCT NAME Two•part silicone RTV foam: DOW CORNING''t Fire Stop Foam. 2. MANUFACTURER Dow Corning Corporation Box 0994 Midland, Michigan 48640 Phone: (517) 496-4000 3. PRODUCT DESCRIPTION DOW CORNING Fire Stop Foam is a medium density, two•part silicone elastomer. It is supplied in liquid A end S components colored black and oft. white, respectively. for easy identification. Wnen the A and 6 components ate thoroughly mixed at room temperature in a 1:1 ratio by either weight or volume, the product will expand and cure to a foamed elastomer in 1 to 5 minutes. Other features of DOW CORNING Fire Stop Foam include: a Enhanced fire resistant properties. • Ability to foam in place and fill complex geometries, • Effective seat — foams while coring to provide a tight, compressive fit. • Ability to be poked through and resealed easily when penetration is modified. • No ampacity derating of cable required when proper seal thicknesses are applied, a Sotventleas formulation. fiasic Uses; ' The air- and watertiynl seat produced by DOW CORNING Fire Stop Foam and its natural fire resistant properties make this product ideal for use as a foamed• m'plaee penetration °_eal and fire stop, wrier, installed according to menulac• turer's, instructsona, the foam seal can withst5nd temperature,, qt up to 2,000 F for 3 hours without lasing (.1Giative characteristics. 11 JIJL g 8 ' 90 1 v • Ma ritHi" Orv�nt .�t�i2�t�ri3Bitii�Hs�riv ge �,�..� Tho tcn•po,nt 440.0140 ror, gt nes Dean rnprviveg0 from pybLvsuanraipyriCnted:yCSI, 10 to, i764.1904,I O,salusao ' 04m,,s1114A 01 1n1/ 00r.0%14010,11 5i O it.CSt'Ans 1natilu16. Vt0 wssfrar.;,tan. 200,10. TABLE is TYPICAL PROPERTIES Thesd values are not intended for use in preparing specifications. As Supplied Part A •- Physical CTM 0176 Appearance Slack liquid CTM 0097 Specific Gravity at 77 F (25 C) 1 03 to 1.09 CTM CO50 Viscosity, Brookfield Model HAF spindle . No. 3 at 10 rpm, poises 33 to 35 CTM 0008 Flash Point, degrees 620 F (326 C) CTM 0006 Fire Point, degrees ' 650 F (343 C) Parr El - Physical CTM 0176 Appearance Off white liquid CT 0097 Specific Gravity at 77 F (25 C) 1 03 CTM 0050 Viscosity, Brookfield Model HAP spindle No. 3 at 10 rpm, poises 50 to 70 CTM 0006 Flash Point, degrees 330 F (165 C) CTM 000$ Fire Faint, degrees 560 F (293 C) As Cured » Physical' CTM 0176 Appearance CTM 092A CTM 0812 CTM 0626 ASTM 0-3574 CTM 0740 CTM 0586 "FP . 4 ' r SPEOP 7pita Seec•Data Sheet 4anto►ms' to editorial style prescribed by The Construetion Specifications • . restltutt. The rndrturmGurer is re- sponsible for liChnical accuracy. Dark gray to black elastomaric foam t•to2 14 to 19 •.50 15 045 Snap Time', mm Dens,ty lbs/1t' Cell Structure', closed cell, percent Tensile Strength, psi K Factor', 17 Ibicu ft foam, i3TN•in /hr•ft -`C Linear Coefficient of Thermal Expansion, ( -26 to 180 C), t;m /cm `C 308 to 1,83x10 As Cured — Flammability'' CTM 0316A Fixed Ignition Time, sec ... 20 Glow•Out Time, sec 10 CTM 0780 ► irniting Oxygen Index, LO! taring . 39 ASTM E-64-79A Flame Spread Rating' 15 'One an A tnci' uejniy Mimeo with any pdr( S and cured at 17 (25 C) rot 24 :sours. 7 and to nont:ur . of dit,on. At f.4 t1m0 11) oegin loam r,,ta �P9 :r2r rniX00 t0r 30 $aCOndi 300 Cut ad :n nonCOnttnad 4o7o190n. •etriatnabrlity 77 1611100 iCNad !barn sAmpiu vi,e )khans - 1.3 anon. east., awns. reptd5snl3tiont 3nC GaectipIon: reytsic.ng iIOininaaiI ly ar$ C93tid small•tcale lam'atoce tc.ta. 5 C11 iisli arty "01 ret,r■le IC: dvthrrrm:np, ovaIu3tir,fy, prOOiO:ing Or CoicJ,0,ng tna tl1imms 1111y or Ournino 411sita0tarwancs 01 in$ pn;tuct un'JOr ACI4aI itrd G040in4r4, wndtrlat Ina wax! is u$40 done or in Comp0a40n with 4In4( ptc4u0t3. 'last report avhileble upon 40 6:641, Specification Writers! Please contact Dow Corning Corporation, Midland, Michigan, before writing speeilicat)one on this product. 07250 C C C C C C 2 4 of -a • C m 5 Co ro r I' JUL 18 '90 10:14 AUB.MECH.INC 206 1384 In commercial Construction, DOW CORNING Pre Stop Foam 13 used in the following applications: $ Sealing gaps arid rtofea in fire -rated wails and floors thrpugn which conduit. wire and cable, ductwork and piping must pass. • Confining the hazards of fire, smoke and toxic gases to the room or favor of origin. • Sealing rooms against the Infiltration of dust, dirt, water and other contaminants. • Controlling passage of sound between working and living areas. • Controlling the movement and loss of gaseous fire extinguishing materials. Limitations: DOW CORNING Fire Stop Foam is not compatigiz with certain materials, chemicals, curing agents and plasti- cizers that can inhibit or retard the foam's cure, These include: • Or9ano• tin and °met or{ ano - metallic compounds. • Silicone rubber containing organo- tin catalyst. • Sulfur, polysullides, polysulfones and other suituecontaining materials. • Amines, urethanes and amine- containing materials. • Unsaturated hydrocarbon plasticizers, A smatt'3cale compatibility teat is etrongiy recommended when suitability to a given appiication is in question. Applicable Standards: Tne sutaoility of DOW CORNING Fire Stop roam ter wall and floor penetration seals le evidenced by the results of fire endurance testing as datinec in ASTM E :4 "Standard Method of Fire Tests of Through- Penetration airestbps" (formerly ASTM 8.11e). Tne material success - lully withstood 3 ants 3 hours o1 fire exposure and the subsequent hose strasm test in 14 design contigurati0ne. Testing was conductec at and wit• nessed try Undervrritere Laboratories, Inc., Northbrook, IL, and is described in the UL Building Materials Directory for use in fire -rated penetration seals, 4, TECHNICAL DATA The physical prooen:eSof this product as supplied aria as ;tired are described in Tale I. Electrical Properrls4: Ina ligt id components of DOW CORNING Fire Stop roam and the cured elastomer they produce possess good electrical insulating properties. Specific: values for dielectric constant, dielectric strength, volume resistivity and dissipation factor are avaitable from Dow Corning upon request. Curd Rate: As supplied and properly mixed, OOW COANtNG Fire Stop Foam has a snap time, or working time, of 1 to 2 minutes at 77 F (26 C) and 50 percent relative humidity, A typical snap time would be about 1 V. minutes. Tne cure rate or snap time is dependent upon the temperatt,re of the A and B components just before ano after they are mixed, Temperatures lower man 77 F (25 C) will result in significantly longer cure rates. while temperatures higher than 77 P (25 C) will result in significantly snorter cure rates. Snap times of less than 1 minute and more than a minutes can result In a less uniform foam cell Stri..oture and a lower expansion ratio. See the "Limitations" section for a listing of materiels that may inhibit the cure of DOW CORNING Fire Stop Foam. S. INSTALLATION Delivery and Storage: The Part A and Part B Corr ,oneets of DOW CONING Fire, Stop Poem are deli:er:.d in separate containers They Should ee stored out of the weather in their unopened containers. The . iquid Part B component of DOW CORNING Fire Stop Foam, If contaminated with strong acids. bases or oatelytic oxidating materials, could generate hydrogen gas. A bulged Part 2 component container may indicate hydrogen gas pressurization, ano appropriate caution should be exeretsed, a,p• 3>4 Wnen stored in their original, unopened containers at a temperature of 90 F (32 C) or below, the Part A and Pan 8 Components of DOW CORNING Fire Stop Foam have a shelf life of 12 ,✓ months from the date of shipment. Storage at temperatures Below 90 F (32 C) will lengthen the product's useful life. Preparing the Work Area; The penetration opening end all related surfaces must be clean of dirt. dust and loose impediment. Surfaces must also be free of water, oil or other free liquids. The loam's liquid Components are nonhazardous alone or mixee: minimal eye protection and gloves are recommended to protect`against spills. Safety glasses with side Shields should be used in industrial environments. t✓AUTION! DOW CORNING Fire. Stop Foam genera :ea a small amount of hydrogen gas during cure. Forced air ventilation is necessary if the work area has less than 2 cubic feat of free air space for each pound of liquid mixture Going foamed. t amming the Penetration: Damming the penetration prevents the liquid foam mixture from running out Defore it foams. Proper damming . tecnniques are described on the product label, Mixing the Components; Prior to use, Part A and Part B compw nents should be thoroughly Stirred in their original containers to uniformly redisperse any filters or pigments that may have settled. If ambient temperature is not Between ea ano 80 F (18 to 27 C), the tempera- ture of the liquid components should be adjusted to obtain a sp+ecilic snap tune within the 1 - to 2- minute range. To properly catalyze DOW CORNING Fire Stop Foam, an equal quantity of Part A is addaa to an equal quantity of Part a by either weight or 'volume For belch mixing by hand or power mix, vigorous anti thorough mixing Should be maintained for 30 to 60 seconds: The mixed product baring to foam immedi- ately: therefore, it should be dispensed in the penetration as soon as mixing is Completed, For large- volume applica- tions, the use of suitable automatic k. ' JUL 18 '90 10:16 AUB,MECH.INC 206 1384 P,4 /. �d5e I. mixing, metering and dispensing equipment is recommended. A I;st of equipment manufacturers is available from Dow Corning upon request. The type or degree. of mining cars Significantly affect the cell structure and density of the Meal toam product. The introduction of air during the mixing action is desirable to ootain a more • uniform cell structure, maximum expansion ratio and volume efficiency. Mixing with an 8 -oz. Semca cartridge will generaity result in slightly higher density than mixing Dy hand. Hand mixing, in turn, will result in a higher density tnan power mixing by automatic mixing, metering and dispensing equipment, Likewise, tt'tr expansion ratios of foam volume to liquid voluma can vary from 2.5:1 to 4.1, depending on the type and degree of mixing. Installation: Because DOW CORNING sire StOp Foam expands to three or four times its liquid volume during cure, no more than one-third of the cavity should be filled with the liquid foam mixture. DOW CORNING File Stop Foam Snouid not be dispensed for a period longerthan the measured Snap time or a maximum of 3 minutes, whicnever is less. If the opening is not filled when the measured snap time Or 3 minutes is reached, application must be stopped for at least 15 minutes to allow foam to set. Another shor of foam can then be applied. To permit a clear view when filling a Nall cavity, damming materials are built up graduaity. The top of the Opening is dammed for the final shot Of foam, After tha foam is installed, the cam is left in place for 24 hours to allow the penetration seal to curt, `ully. /aspect/en: .After 24 Hours, the penetration seal can be inspect.d by removing the damming rnhteriaiS. Cured foam Should completely all the penetration, provi-cing a tight, compressive tit. Any ramairring gaps are filled with freshly mixed roam or DOW CORNING Fire Stop Sealant. The seat can men Oe reinspected after an additional 24 hours. Damming materials which are necassaty to attain a lire rating must be put back. TABLE iI: FOUR -STEP QUALITY CONTROL REQUIREMENTS FOR CHECKING COW CORNING FIRE STOP FOAM ANO DISPENSING SQU1PMENT 1. Snap Time. minutes' 1 to 2 2, Free Fuarn Density' 14 -18 3. Color Cnart Compariscn (Dew Coming Form No. 61- 337A'84$ Pass 4 C.II Strt.ciure Cnart Comparison (Dow Corning Form No 81.339A•8 . Pass 'S ;_n :etc areesuures for feasjiirg yelp limo br.J ;to* i .3tr n:,n.11ty ar$ avara4i6 from Oow Corning yppn reCIU4St• Quality Control: Dow Coming has developed a tour - step quality Control check that can be performed on me site . uicaly and easily. It enould be performed a: least once daily and upon changing to a new lot ct material in order to ensure the perform• ante of both uiepensing equipment and foam product prior to installing penetra- tion seals. The quality control check is shown in Table U. Product quality la more easily main- tained when Inatruotions provided by the equipment manufacturer, especially those regarding component ratio hecks, are followed. Cleanup: Excess cured foam 'around me penetration seal can be removed with a Sharp knife or blade. Spills of Parr A and Part 13 liquid Comporierte can be removed with high -fiaan mineral spirit Solvent. CAUTION! Always follow the manufacturer's label instructions when handling and using a flarnmablesoivent. AVAILABILITY AND COST Availability: DOW CORNING Fare Stop Foam is marketer through distributors through- out the United St Canada and Europe Call or write Dow Corning tar the location nearest you. Cost: Price varies with tie volume of the purchase. '7, WARRANTY Dow Corning warrants tr,at tact) quantity of DOW CORNING Fire Stop Foam product delivered will be IN kind des.ghatad or specified by it, and no other werranty (except of title) is implied. I!. MAINTENANCE AND REPAIRABILITY Once cured in place, COW CORNING Fire Stop foam can be removed, repairs or changes made, and the modified . area retoamed in place with freshly muted foam. Since this product develops good adhesion to itself, the newly applied area will become an integral part of the original penetration seal. Maximum adhesion is obtained when the Surface to be refoamed is free of dust, dirt, moisture and other contaminants. 9. TECHNICAL SERVICES Complete technical information and literature are available from authorized Dow Corning distributors. Laboratory taCilitieC, tecnnical service and a list of distributors are available from Dow Corning Corporation. 10. FILING SYSTEMS Spac•Date li: Specifications and application instruction are available upon. request, Call or we Cow Corning for specific application information. Patent Position: A method of preparing a foam by mixing Part A and Part 8 of DOW CORNING Fire Stop Foam• is claimed in Dow Corning's U.S. Patent No, 3,923,705 and ut Canadian Patent No. 1,0 46,198. Dow Corning ;ntende to enforce that patent, but will oiler licenses thereunder, If a license is needed, Dow Corning will ship the products in containers which bear a label license and the invoice will Include a statement of the royalty due. Alternatively, upon written request, Dow Corning will otter a license agree- ment at a comparable royalty rate under which the licensee may handle his• own accounting of royalties due, regarClees of the source of the material. DATE MARCH 28, 1990 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 * *REVISION SUBMITTAL ** PROJECT NAME (FACILITY FOR LASER ETCH) BOEING MILITARY AIRPLANES ADDRESS 3417 SO. 120TH PL. TUKWILA, WA. RECEIVED' CITY OF TUKWILA APR 0 4 1990 PERMIT CENTER CONTACT PERSON TERRY BENNETT PHONE 544 -2975 ARCHITECT OR ENGINEER BOB JENSEN 544 - 2969 PERMIT NUMBER 5980 PLAN CHECK NUMBER 9n -113 TYPE OF REVISION: INSTALL A DROP CEILING SHEET NUMBER(S) TWO "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: BOB BENED I CTO (If previously issued) 3 . Plan Check 090 -113: Boeing 3417 S 120 P1 THE FOLLOWING COMMENTS APPLY TO � COME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER_ 61_10 _• 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 4. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 5. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 6. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). B. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 433 -1849 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 x 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 X 10 Wall Board Fastening 433 -1849 11 12 13 X 14 FIRE FINAL Insp: 575 -4404 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 x 17 BUILDING FINAL 433 -1849 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 SITE ADDRESS: BUILD\IG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place SUITE NO.: BUILDING �q PERMIT NO. � DATE ISSUED: 9 PROJECT: I ' :• • CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 041261119 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Root Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wail Board Fastening 11 12 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 417 BUILDING FINAL PLAN CHECK NUMBER ° ID - 1 13 PROJECT: THE FOLLOWING COMMENTS APPLY TO A ' BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER -- O O !s No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). , (� Electrical permit shall be obtained through the Washington State (((((/////���� Division of Labor and Industries and all electrical work will be inspected by that agency (872- 63631. O All mechanical work shall be under separate permit through the City of Tukwila. 41.211 permits, inspection records, and approved plans shall be 111111//////�����'"''' posted at the Job site prior to the start of any construction. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.8.0. certified welder and special inspected (Sec. 306, UBC). (9 All high- strength bolting to be special inspected (Sec. 306, UBC). O Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 02( /Partition walls attached to ceiling grid must be laterally braced if over eight 18) feet in length. 12 Readily accessible access to roof mounted equipment is required. t3 Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. lL►7 Any exposed insulations backing material to have Flame Spread V`� Rating of 2s or less, and material shall bear identification showing the fire performance rating thereof. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). A statement from the roofing contractor verifying fire retardancy of rook wfll be required prior to final inspection (see attached ii►t) cedure) . All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington Stag Regulations for Barrier Free Facility (1989 Edition). All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the Job site. l9 Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20 Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21 All spray applied fireproofing as required by U.B.C. Standard No. 43 -8, shall be special inspected. 8 All wood to remain in placed concrete shall be treated wood. 23 All structural masonry shall be special inspected per U.I.C. Section 306 (a) 7. V alidity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. k *ILA . 19 08 s City of Tukwila 2 FIRE DEPARTMENT 0 444 Andover Park East Z Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -113 Dear Sir: March 16, 1990 Gary L. VanDusen, Mayor Re: The Boeing Company (Laser) - 3417 South 120th Place The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) The exit passage way from this tenant area may not pass through a room except as allowed by the Uniform Building Code. 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) 4. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) Walls and ceilings of corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction. (UBC 3305(g)) (UFC 19 1n' (n11 0 Yours truly, cc: T.F.D. file ncd City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. (Some industrial lasers involve the use of hazardous materials in quantities requiring a hazardous material permit) The Tukwila Fire Prevention Bureau Gary L, VanDusen, Mayor Plan Review PROJECT of I wct ADDRESS • 34 k 1 DATE '3 _ t -qC) OCCUPANCY GROUP -. 6 - 2 O ,/ MP, 14sa TYPE OF CONSTRUCTION VW I - r - )1 7 R.k NOTES: 0 dv - F1 tQ.J. 3 14 -`=tO LOCATION ON PROPERTY. - EL 1 6T tA4Wa t al243, ?Al2.K BUILDING HT. / NO. STORIES rAt°"" ��D 4/C-' FLOOR AREA ' , 2 v(70S ek 2"723 OCCUPANT LOAD Off' LP. FAGS Q. = " AU- OTO-P- 1 - • 2? /IUD =21 ipMEtrr 4-inc)siw4 �Nc`osotQ�� PLAN CHECK NUMBER EXITING REQUIREMENTS , 4LL 4 Ace. 'E.v u .O FA T' H ST E o ! . • ■A ag4 012 'lb GCt Poon- c•► /. 65" bcc t-'4 - nkis P,Q0A- <S(O oi-E T 2e&0, 1/ 'CacrTi Nct 4 k , DETAILED REQUIREMENTS OCCUPANCY, N�G TYPE OF CONSTRUCTION N 'E:QD, D1i6ktvt,'3E►tqc I4IsTIsI.I..eo ( 6Q1)u ew-t, PART V, CHAPTER 23, U.B.C. � '? Q{?EQUL1.T QED. . S,E.C. N 1/ CHAPTER 51 -10, W.A.C. Wtic 1 p tC( t-Vt 1 ! &OICATEO t" o.R P. LAvalei.e.o ( µSE. _: N(FCo. LISG CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: PLANNING DIVISION APPROVED FOR I _ BUILDING ISSUANCE BY: OFFICIAL DATE: � < ? - (,; - (.1‘ I hereby certify ha I have read and :x -mined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be o with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: �/� DATE: — a' 7 PRINT NAME: S 1 =� ,E0//e" ,, COMPANY: j .��/ ��_ : PROPERTY OWNER goei nq [PHONE 544 PHONE 767 -2931 ZIP 98124 -2207 -7760 ( fZIP 98108 J C. _ j ti _ c1 0 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA CONTRACTOR Wilson & Dean Inc. ADDRESS 6001 Sixth Avenue South, P.O. Box 81226. Seattle. WA EXP. DATE WA. ST. CONTRACTOR'S LICENSE # WILSODC3tz5DC ARCHITECT Boeing PHONE 544 -2931 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA ZIP 98124 -2207 TYPE OF CONSTRUCTION: UBC EDITION (year) It -N RA SETBACKS: N - S- E - W- FIRE PROTECTION: Q SSp rinklers 0 Detectors 0 N/A UTILITY PERMITS REQUIRED - Yes ®No (throug et is works) ZONING: BAR/LAND USE CONDITIONSDyes n No CONDITIONS (other than those noted on or attached to perms/plans): CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: PROJECT NAME/TENANT gee i n . .= S PROJECT INFORMATION UI O VALU •T • USE 5aso o 3417 S 120 P1 TYPE OF ■ New Building • Addition co Tenant t3UILUII', Li 1 I1M1 1 (POST WITH INSPE.. 1 ION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL - RCPT • DATE 252.00 .10W 1 7-9 [] AMOUNT 164.00 4.50 420.50 , Ni PLAN CHECK #90 -113 FEES ON . 25,000.00 ASSESSOR ACCOUNT 1 64 -6b 4 Improvement (commercial) • Demolition (building) • Grading/Fill el (residential) 0 Other WORK: 0 Rack Storage 0 Reroof 0 Remod DESCRIBE WORK TO BE DONE: Construct interior room in existing warehouse building loacted at East Marginal Way Corporate Park. CODE COMPLIANCE SQUARE FEET TOTAL SQUARE FEET OCC. LOAD SQUARE FEET I OCC. LOAD SQUARE FEET OCC. LOAD OCC. LOAD SQUARE FEET I OCC. LOAD TOTAL SQUARE FEET TOTAL OCC LOAD This permit shall become null and void if the work is not commenced wit 18 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. l DATE ISSUED: TH SPECIFICATION DRAWING INDEX SHEET N0. SHEET TITLE SHEET SHEET TITLE N0. T -1 TITLE SHEET M--1 4004 REV G PLUMBING A -1 OVERALL FLOOR PLAN M -3 1 4004 REV K MECH ROOM A -2 FLOOR PLAN (1/4") M -1 4006 PIPING PLAN A-3 ROOF PLAN (1/4") M -2 4006 PIPING DETAILS A-4 REFLECTED CEILING PLAN (1/4") A -5 LONGITUDINAL SECTION (1/4 ") M - -4 4106 HVAC PLAN A -6 CROSS SECTION (1/4") M -5 4106 HVAC DETAILS A-7 CROSS SECTION (1/4") 4306 FIRE PROTECTION . A - -8 WALL SECTIONS (3/4 ") 4356 FIRE PROTECTION A-9 WALL SECTIONS (3/4 ") kifilA E-2 480V FEEDER 107 - 217.04 --1015 . E--9F GROUNDING S -1 ''FLOOR FRAMING AND PILING PLAN NOTES E-15 REVISION "C" LIGHTING E -15A LIGHTING LASER ETCH 5 -2 SECTIONS, ELEVATIONS E -15R LIGHTING REMOVALS S--3 EXTERIOR WALL OPEING E -35 REVISION "C" 120/208V POWER ELEVATION, SECTIONS, NOTES E-55 REVISION "A" 480V POWER E- -138 DIAGRAMS E -139 SOUND MASKING SYSTEM & INTERCOM E -140 WARNING AND INTERLOCK SYSTEMS ES-6A SECURITY CONDUIT .... ._ . TH SPECIFICATION a D IS APPROVED ErRAYM BY 311. C1!_Ca!£D DATE MAR N -: SUBTITLE I TI TI E 8 H E E T LAST Rn'VSIQtd SY "r4I .' 0t. DATE OF �ti.EY Im".."' 1 ENGR. ,,; : TITLE LASER ETCH SYSTEM BLDG. 7-217.04.1 S/6 BERKLEY APPROVED BY DEPT. DATE I CHECKED ° °. 900032 MOEN kifilA ,w 107 - 217.04 --1015 - ROVED i REVISION 99 509 99 518 LOCATION MAP 167 900 99 ' 181 PROJECT SITE 167 KENT 405 PUCE? SOUND REGION 520 BELLEVUE I RENTON 409 207 18 11 V 1V_OLDIl/n!D U OR L NES 7=217D SER ETCH SYST NO SCALE N RE+ASION 99 14-05 o a 14 -011 BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH SEATTLE, WASHINGTON 98108 KING COUNTY AIRPORT OFFICE CENTER (FAA) VICINITY MAP tir 0)030W LOT 99 FROM SEATTLE -- TACOMA AIRPORT APPROVED FROM DOWNTOWN SEATTLE EAST MARGINAL WAY CORPORATE PARK DATE - • EXIT O G ACCES R 599 TUKWILA PROJECT SITE 900 J;. EXIT 157-- • a�T 158 DEVELOPMENTAL CENTER FROM KENT & AUBURN FACILITIES DEPARTMENT — EXIT 157 900 S hi ' NO SCALE WHSE C WHSE D D AUBURN, WA. 98002 D EVERETT, WA. 98201 D KENT, WA. 98031 D PORTLAND, OR. 97220 [ RENTON, WA. 98055 EATTLE, WA. 98124 WHSE E AREA MAP WH SE A `- - - -- UVu PROJECT] SITE NO SCALE EAST MARGINAL WAY CORPORATE PARK LAND USE CODE BUILDING CODE OCCUPANCY GROUP CONSTRUCTION TYPE LOCATION ON PROPERTY FLOOR AREA (ACTUAL) BUILDING HEIGHT: STORIES: TILE • SEPARATE PERMIT AND APPROVAL REQUIRED OCCUPANT LOAD: SEISMIC ZONE 3 CITY OF TUKWILA APPROVED r.; k. / hit &1V.V .i Bill_ ' NGG D VlSiON FIRE PROTECTIONS SE.PARATION EXTERIOR WALL (NON -- BEARING) INTERIOR WALLS (NON — BEARING;? INTERIOR WALLS (BEARING) STRUCTURAL FRAME FLOORS STAIRS ENCLOSURES SHAFT ENCLOSURES ELEVATOF; SHAFT CORRIDORS ROOF a CODE SUMMARY By Y . Date 4 Permit No FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adapted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. 0 HM (HEAVY MANUFACTURING) __KING COUNTY 1988 UBC KING COUNTY /TUKWILA B--2 OFFICE /FACTORY V —N SEPARATION 60 FEET (2 - -- SIDES) BUILDING FOOTPRINT 252,089 SF PROJECT /.REA 2,723 SF 26' -5 1/2" FLOOR TO PLATE 14 [MANUFACTURING] F ULLY AUTOMATIC THROUGH —OUT F/s CLASS I 1 HOUR 1 HOUR 1 UR 1 HO UNPROTECTED N/A N/A N/A N/A N/A UNPROTECTED PERMIT cE>r, Tz13 h f . r .. ( j1. , :J4 f 4r ••C 1: .r✓'4� 1i,}.. ? ... Y H.w h.' �tS'7iltk°+% III!I I! I !III!!IhUIIII!Il11IIlII!IIIIIIh y � t f III III !II III IIIII;1 I I I I IIl III 111 III ill III III III III II ili'III III lI! III IIl VIII l III III III III IItitil I I I I I i 1 , I VIII IIl III III Ili III II. I) I I►I V I I I I I illll I I I I I l l 1 l i l l( l I I I I I I I ' III I i l I I 1 1'1 1 '1 14 T 11: r I N(• r 2 5 6 8 9 1() 11 M11r1F 07 GFP1/ANY 12 40 I N =: If the micrcfilmcd cocumerit is less deer r tilsn this notice, it is Cue to the quality cr the oricin'I c'ocun�ent. SZ. f,G ce, Ze LG o : 6L 81 LI 91- 9l In CL Z L LL oi- 6 8 L { 9 9 +i U ;Whir IIIIIIIIiIIIII, i11111IILIIIIIIIII11111111IIIlIiIIflilillll11111111111 11IIlliIl111III11IIIIIIIIII IyIIIIIIIIiIiIIIIIIIIIIIIIinIIIIIIff IIIIII IIIIIIililillillr1111) 1IIIIill11111 1 !!II11111III rJ I C Z L ww IIIIIIIIIIIIIiIIIiIIII !I�IIIIIII!ILlllll 1 • - APPROVED DATE 1 1 - 1/32" = O 1 L FLOOR PLAN , 1/ ,>r DATE ;.i "wain MUM 1IIIIIIIII . 11111114.11111 ..... IAREHOUSE "D» FACILITIES DEPARTMENT -- t L 1- AREA OF WORK J 111 Mirla 111•1111111111111111 MR MIMI BY 4 4 AUBURN, WA. 98002 C EVERETT, VGA, 98201 Cf KENT, WA. 98031 E PORTLAND, OR. 97220 El RENTON, WA. 98055 El SEATTLE, WA. 98124 1 T - APPROVED BY (s) ACC PTABIUTY MS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE 3 DRAAWN BY CHECKED ENGR. 1ECKED CONSTRUCTION NOTES: 1. All construction shall comply with the 1988 Uniform Building code as revised by the city of Tukwila; Washington State Regulations for Barrier Free Design; Washington State Energy Code; and all applic- able local codes, ordinances, and standards. 2. Contractor is to verify all existing conditions, dimensions, details, e and notify the owner of any and all discrepancies prior to proceeding with the work. 3, All items marked ' N.!.C . " are not part of this contract unless other- wise noted. 4. All work shall be applied in accordance with the manufacturer's latest recommendations or written directions. 5. Do not scale drawings; dimensions govern. The Contractor shall notify owner immediately of any and e!! olscrepancies. 6. All dimensions are to face of stud of wall or center line uA . _.nn unless otherwise noted. 7. Where construction details are not shown or noted for any part of the work, the details shall be the some as for other similar work. 8. Where devices or items or parts thereof are referred to in singular, it is intended that such shall apply to as many such devices, items or parts as are required to properly complete the work. 9. Contractor shall verify all `building standards" with owner prior to beginning any work, 10. It shall be the responsibility of the Contractor to locate all existing utilities whether shown hereon or not and to protect them from damage. The Contractor shall bear all expense of repair or replace- ment of utilities or other property damaged by opertations in con- junction with the execution of his work. 11. The Contractor will verify and conform to all requirements of all utility companies unless otherwise noted in the plans and specifica- tions. 12. Existing elevations and locations to be joined shall be verified by the Contractor before construction staking. If they differ from those shown on the drawings, the Contractor shall notify the owner so that modifications can be made before proceeding with the work. 13. All debris shall be removed from premises and all areas shall be left in a clean (broom) condition at all times. 14. The Contractor shall take all necessary precautions to ensure the safety of the occupants and workers at all times. 15. Approved plans shall be kept in a plan box and shall not be used by any workman. All construction sets shall reflect the same infor- mation. The Contractor shall also maintain in good condition, one complete set of plans with all revisions, addenda, and change orders, on the premises at all times which are to be under the care of the job superintendent. 16. The Contractor shatl be responsible for the complete security of the building and site while job is in progress and until the job is com- pleted. The Contractor shall provide temporary water, power, and toilet facilities, as required. 17. All work shall be quaranted for a period of one (1) year after com- pletion, unless otherwise specified, and shall be so stated in Con- tractor's written proposal and agreement. All repairs, corrections, discrepancies, etc., must be made without any additional cost to the owner, and within five (5) days after notice is given. 18. All operations conducted on the premises shall not be objectionalble beyond the property boundary lines by reason of noise, steam, odor, fumes, gases, smoke, vibration, hazard or other causes. 19. Gypsum wallboard systems shall conform to Chapter 47 of the 1988 U.B.C. All gypsum wallboard shall be 5/8" Type "X" unless otherwise noted, foil faced. 20. All exposed gypsum board to have metal edges at all corners and wall intersections. 21. The Contractor shall verify all door rough opening dimensions with door manufacturers. 22. All required fire doors shall bear a label from a recognized agency showing the specific rating. 23. Exit signs and illumination shall conform to the 1988 U.B.C. Chapter 33. 24. Exit doors shall be openahle from the inside without the use of a key or any special knowledge or effort. 25. Fire extinguishers: Verify requirements and locations with Fire Marshal. The Contractor shall supply extinguishers and cabinets, as required. 26. All drapes, hangings, curtains, drops, and all other decorative material, that would tend to increase the fire and panic hazard shall be made from nonflammable material, or shall be treated and maintained in a tire retardant condition by means of a flame retardant solution or process approved by the County Fire Marshal. Provide a certification to this effect. OVED A. Exit doers, exit lights, and fire extinguisher locations shall not be concealed or obstructed by an decorative material. Flame spread classification of interior finishes shall be per Table 42 -B of the 1988 U.B.C. SUBTITLE TITLE BLDG. 7-217.04.1 217.04.1 OVERALL FLOOR PLAN LASER ETCH SYSTEM s/6 27. All Sprinkler heads and piping shall conform with all applicable codes. 28. Joints around door frames, between walls and roof, and between wall panels; openings at penetrations of utility services through walls, floors, and doors; and all other such openings in the building envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. BERKLEY CITY OF TUJKWILA APPROVED f?111L. IMC DI \. ,SION 'II ,l '• t., rr . PERMIT CENTER LAST RE45iON M8>7t. Er 'JOB N0. A -1 DWG t40. 107 900032 217,04 --1015 DATE r:8k*'t". ju__.. $^ �'t , rTSLr!S",.. F_t✓ „'t�Jt.v!stl.: V ,...... ,:ii V, ,. ::,•. ` I�lil�lll�ill( 111!11�1111111�111lIII�II!�I�I� 2 Ilf 111�111�l11'111f IJl�111�1+ ( III 11111111111111111111(11 11111111 1111111 111 111 111 111 ICI I,I i�I I1!Ilil 11l !(I 111 Ili 111 ICI i111111 1,1 111 I, .:. 1 ► 1�1 4 5 6 7 8 9 1 () 11 MAlIE J I &r LUT 12 NOTE: If the microfilmed document is less clear then this notice, it is due to the quality cr the oripinel document. 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FINISH HARDWARE REMARKS 1 H.1.OIM HEIGHT I L THICKNESS HOLLOW METAL { STEEL CHANNEL HOLLOW METAL TELESCOPING BUTT HINGES 1 LOCKSET S & G DIAL LOCK I .� i DOOR CLOSER � f THRESHOLD r AUTOMATIC DOOR BOTTOM SOUNDSTRIPPING ELECTRIC STRIKE DOOR ALARM I REMOVEABLE MULLION DOOR STOP dSVH 101A B 3' -0" 7' -Q" 1 3/4" X X 11111111MIEll 17 X X 11E1111111111111111111111111 X X roe J PAIR OF DOORS - RHA; LEFT HAND EMERGENCY EXIT ONLY 101B A 3' -0" 7' -0" 1 3/4" X AIRLOCK X ° 20 FL B N WALL S WALL E WALL W WALL CLG X�� 12 102 103 104 C A A 14 -0" 3' -0" : 3' -O" 14' -0" 7' -O" 7' -0" 1 3/4" 1 3/4" . X )( � .mo Inallengillitillilli � m, - � �.._._ -- 105' B 3'-0" 7' -0" 1 3/4" X X X PAIR OF DOORS - RHA __ 106A A 3'--0" 7' -O" i 3/4" X � . . EXIT ONLY 106C 107 C A 14' -0" 3' -O" MINEWINIIIIIIIIIIIIIIIIIIIIIIMMINIIIIIIIIIIIII aligimin. 7' -O" IIIIIINIIIIIIMMINUMICISIEll ......_................ CO LO a 1 -U ... a REVISION <101A 101 FL B N WALL S WALL E WALL W WALL CLG A2 A8 CONTROL ROOM RESILIENT RESILIENT GWB -PAINT GWB -PAINT GWB -PAINT GWB -PAINT GWB -PAINT A 11' -6" A2 A8 CJ CO LO i07 sL B N WALL S WALL E WALL W WALL CLG i �I 6'- DATE B 107 VESTIBULE RESILIENT RESILIENT GVIB -PAINT GWB -PAINT GWB- -PAINT GWB -PAINT GWB -PAINT DOOR TYPES REVISION FLOOR PLAN 1/4 = 1._0,. C 55' -6" I BY 61' -8 1/2" 40' -1 1/4" A2 A6 103 FL B N WALL S WALT. E WALL W WALL CLG STORAGE CONC.-SEAL -- RESILIENT GWB -PAINT GWB -PAINT GWB -PAINT GWB -PAINT GWB -PAINT C � 102 16 FACILITIES DEPARTMENT A2 A2 A9 A7 A2 A8 3'_ 4" E A2 A 9 ❑ AUBURN, WA. L� EVERETT, WA. LI KENT, WA. C7 PORTLAND, OR, RENTON, WA. I SEATTLE, WA. < 103 " 2 -10 1/2" CO 17 98002 98201 98031 97220 98055 98124 00 6' -10" S cn " 20 6' -0 3 4" " 104 15 a r- 105 12 16' -2 1/2" A2 A9 e N 0) APPROVED BY ACOEPTABIUTY DEPT. THIS DESIGN AND /OR SPECIFICATION IS APPROVED 24 D 31 CHECKED ENGR. CHECKED OVED 104 FL B N WALL S WALL E WALL W WALL CLG A2 A5 ELECTRICAL ROOM CONC. -SEAL RESILitNT GWB -PAINT GWB -PAINT GWB -PAINT GWB-PAINT GWB -PAINT DATE FE9 90_ SUB1ITtE DATE 0 ITT E BLDG. 7- 217094.1 S/6 LEGEND: GENES L NOTES: 116 �rt 'M'ON 1%-ta. L1.FrG� 5EG• as314 CONSTRUCT1ON NOTES: i- �`>. STEEL TRACK, 6 -IN. X 18 GAUGE, HIGH -LEG. E9,>. 10 Eilok- 12 18 20 EDP- OP- Do- 25 26 27 • 28 APPROVED DATE 1111111111111M1 .1111.1111111im Pow- 30 34 FLOOR PLAN LASER ETCH SYSTEM EXISTING PARTITION EXISTING PARTITION TO BE REMOVED NEW PART111ON CITY Of TUKWILA APPROVED 61JIL' -U' ' i SON GYPSUM BOARD, TYPE "X ", 5/8" THICK. ALL GYPSUM WALL BOARD IS TO BE FACED WITH ALUMINUM FOIL. STEEL STUDS, 6 -1N. X 18 GAUGE, AT 1' -4" O.C. INSULATION, FOIL -FACED FIBERGLASS, R- -19. PLYWOOD, FIRE - RESISTIVE TREATED, 1/2• -IN. THICK. STEEL JOISTS, 12 -IN. X 12 GAUGE, AT 1' -4" O.C. STEEL TRACK, 12 -IN. X 12 GAUGE, HIGH -LEG. STEEL JOISTS, 8 -IN. X 12 GAUGE, AT 1 -4" O.C. STEEL TRACK, 8--IN, X 12 GAUGE, HIGH -LEG. HOLLOW METAL DOOR FRAME. HOLLOW METAL WINDOW FRAME, WITH METAL GLAZING BEADS. HOLLOW METAL DOORS. RESILIENT FLOORING. RESILIENT BASE. EXPANDED METAL, 9- GAUGE. TELESCOPING METAL DOOR. UTILITY TRENCH WITH REMOVABLE STEEL COVERS. CONCRETE LASER & ROBOT FOUNDATION. INSULATION, 2- LAYERS OF 1 -IN. RIGID FIBERGLASS. ROD -STOCK FILLER AND SILICONE SEALANT. EXISTING AUGER -CAST PILING NEW AUGER -CAST PILING NEW CONCRETE GRADE BEAM. EXISTING SUB - GRADE. EXISTING CONCRETE TILT -•up PANELS EXISTING GLU -LAM BEAM. EXISTING WOOD PURLINS. EXISTING PLYWOOD ROOF EXISTING CONCRETE SLAB EXISTING STUD WALL SHEETMETAL TRIM, 18 -GAUGE GALVANIZED, PAINTED TS 6 "X6" OPENING IN WALL FOR LASER COAT RACK SHELF, COVER W1TH PLASTIC LA'.1IN TE NEW ASPHALT RAMP AT DOOR OPENING BERKLEY LAST REVSION SYMBOL DATE ,S'rtEET -100 NO. DWG NO. -' 7 _ • A -2 PERMIT CENTER 900032 107.217.04- :-..K ;LtVgra... . :"4/?•7rs fi x,$,;, - ; :C ,ct -- �.• - OE; hr' I3, Lc: +i I I!II!I!11!I!!1!III IIIIIII!IIII!!III(! !�I! �!{!�h {III;I!h1III!111{ III{ 1111IIII111{ hIh1h II11 1111 111111111111111111111111111 1111111 1111 I II11111111I1 111! 11111111111111111! 11111111 1111111111111111111111111111111111111111111I 1 11 U4L'F:II6FPM.. , 12 2 2 4. 5 6 7 8 9 NOTE: If the micrcfilrned c'ocumcnt is iess clear then this r•ctice, it is cue to the cuelity er the orininel c'ocument. GZ hZ CZ ZC lZ O bl 8L LL 91. cl 'L Cl. Zl ll 01, 6 9 L 9 5 4 E' Z L v +r+ u 111!11!III! illHOWI*1II 1111 !1111111111111111111H1W111II 111111111111! II1II41111IIIIII►1111111111111111111!! 11111IIIIII111IIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIII! 1111111! 111111111! 111! 1! 1111II1111111111111111 11111110li111!!I11!1111 f 20 ! -1 1 105 LASER FL B N WALL S WALL E WALL W WALL. CLG CONC. -SEAL RESILIENT GWB -PAINT GWB• -PAINT GWB -PAINT C GWB -PAINT GWB -PAINT A2 A8 II . 17 ! ROBO T roe J ROOM FL B N WALL S WAU. E WALL W WALL CLG CONC. -SEAL RESILIENT GWB -PAINT GWB- PAINT GWB -PAINT GWB -PAINT GWB -PAINT 106 AIRLOCK ° 20 FL B N WALL S WALL E WALL W WALL CLG CONC. -SEAL RESILIENT GWB -PAINT GWB -PAINT GWB- -PAINT GWB -PAINT GWB -PAINT 12 CO LO a 1 -U ... a REVISION <101A 101 FL B N WALL S WALL E WALL W WALL CLG A2 A8 CONTROL ROOM RESILIENT RESILIENT GWB -PAINT GWB -PAINT GWB -PAINT GWB -PAINT GWB -PAINT A 11' -6" A2 A8 CJ CO LO i07 sL B N WALL S WALL E WALL W WALL CLG i �I 6'- DATE B 107 VESTIBULE RESILIENT RESILIENT GVIB -PAINT GWB -PAINT GWB- -PAINT GWB -PAINT GWB -PAINT DOOR TYPES REVISION FLOOR PLAN 1/4 = 1._0,. C 55' -6" I BY 61' -8 1/2" 40' -1 1/4" A2 A6 103 FL B N WALL S WALT. E WALL W WALL CLG STORAGE CONC.-SEAL -- RESILIENT GWB -PAINT GWB -PAINT GWB -PAINT GWB -PAINT GWB -PAINT C � 102 16 FACILITIES DEPARTMENT A2 A2 A9 A7 A2 A8 3'_ 4" E A2 A 9 ❑ AUBURN, WA. L� EVERETT, WA. LI KENT, WA. C7 PORTLAND, OR, RENTON, WA. I SEATTLE, WA. < 103 " 2 -10 1/2" CO 17 98002 98201 98031 97220 98055 98124 00 6' -10" S cn " 20 6' -0 3 4" " 104 15 a r- 105 12 16' -2 1/2" A2 A9 e N 0) APPROVED BY ACOEPTABIUTY DEPT. THIS DESIGN AND /OR SPECIFICATION IS APPROVED 24 D 31 CHECKED ENGR. CHECKED OVED 104 FL B N WALL S WALL E WALL W WALL CLG A2 A5 ELECTRICAL ROOM CONC. -SEAL RESILitNT GWB -PAINT GWB -PAINT GWB -PAINT GWB-PAINT GWB -PAINT DATE FE9 90_ SUB1ITtE DATE 0 ITT E BLDG. 7- 217094.1 S/6 LEGEND: GENES L NOTES: 116 �rt 'M'ON 1%-ta. L1.FrG� 5EG• as314 CONSTRUCT1ON NOTES: i- �`>. STEEL TRACK, 6 -IN. X 18 GAUGE, HIGH -LEG. E9,>. 10 Eilok- 12 18 20 EDP- OP- Do- 25 26 27 • 28 APPROVED DATE 1111111111111M1 .1111.1111111im Pow- 30 34 FLOOR PLAN LASER ETCH SYSTEM EXISTING PARTITION EXISTING PARTITION TO BE REMOVED NEW PART111ON CITY Of TUKWILA APPROVED 61JIL' -U' ' i SON GYPSUM BOARD, TYPE "X ", 5/8" THICK. ALL GYPSUM WALL BOARD IS TO BE FACED WITH ALUMINUM FOIL. STEEL STUDS, 6 -1N. X 18 GAUGE, AT 1' -4" O.C. INSULATION, FOIL -FACED FIBERGLASS, R- -19. PLYWOOD, FIRE - RESISTIVE TREATED, 1/2• -IN. THICK. STEEL JOISTS, 12 -IN. X 12 GAUGE, AT 1' -4" O.C. STEEL TRACK, 12 -IN. X 12 GAUGE, HIGH -LEG. STEEL JOISTS, 8 -IN. X 12 GAUGE, AT 1 -4" O.C. STEEL TRACK, 8--IN, X 12 GAUGE, HIGH -LEG. HOLLOW METAL DOOR FRAME. HOLLOW METAL WINDOW FRAME, WITH METAL GLAZING BEADS. HOLLOW METAL DOORS. RESILIENT FLOORING. RESILIENT BASE. EXPANDED METAL, 9- GAUGE. TELESCOPING METAL DOOR. UTILITY TRENCH WITH REMOVABLE STEEL COVERS. CONCRETE LASER & ROBOT FOUNDATION. INSULATION, 2- LAYERS OF 1 -IN. RIGID FIBERGLASS. ROD -STOCK FILLER AND SILICONE SEALANT. EXISTING AUGER -CAST PILING NEW AUGER -CAST PILING NEW CONCRETE GRADE BEAM. EXISTING SUB - GRADE. EXISTING CONCRETE TILT -•up PANELS EXISTING GLU -LAM BEAM. EXISTING WOOD PURLINS. EXISTING PLYWOOD ROOF EXISTING CONCRETE SLAB EXISTING STUD WALL SHEETMETAL TRIM, 18 -GAUGE GALVANIZED, PAINTED TS 6 "X6" OPENING IN WALL FOR LASER COAT RACK SHELF, COVER W1TH PLASTIC LA'.1IN TE NEW ASPHALT RAMP AT DOOR OPENING BERKLEY LAST REVSION SYMBOL DATE ,S'rtEET -100 NO. DWG NO. -' 7 _ • A -2 PERMIT CENTER 900032 107.217.04- :-..K ;LtVgra... . :"4/?•7rs fi x,$,;, - ; :C ,ct -- �.• - OE; hr' I3, Lc: +i I I!II!I!11!I!!1!III IIIIIII!IIII!!III(! !�I! �!{!�h {III;I!h1III!111{ III{ 1111IIII111{ hIh1h II11 1111 111111111111111111111111111 1111111 1111 I II11111111I1 111! 11111111111111111! 11111111 1111111111111111111111111111111111111111111I 1 11 U4L'F:II6FPM.. , 12 2 2 4. 5 6 7 8 9 NOTE: If the micrcfilrned c'ocumcnt is iess clear then this r•ctice, it is cue to the cuelity er the orininel c'ocument. GZ hZ CZ ZC lZ O bl 8L LL 91. cl 'L Cl. Zl ll 01, 6 9 L 9 5 4 E' Z L v +r+ u 111!11!III! illHOWI*1II 1111 !1111111111111111111H1W111II 111111111111! II1II41111IIIIII►1111111111111111111!! 11111IIIIII111IIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIII! 1111111! 111111111! 111! 1! 1111II1111111111111111 11111110li111!!I11!1111 _ A 'TABILITY SPECIFICATION IS APPROVED DRAWN BY 311_ CHECKED DAZE MAR EO _ 9181I7U pp ROOF PLAN LAST REdSiOPJ SYMBOL DnIE I " �"" — - �• —•��•• A-3 APPROWD BY �....� ._.___. DEPT. DA ltil BLDG. 7- LASER 217.04.1 T\ S/6 SYSTEM BERKLEY CHECKED JOB NO. 900032 APrjc `~ 3= i ' ® DWG NO. 107-217.04-1015 ROOF PLAN 1/ = p -o " (s) DALE BY APPROVED DATE FACILITIES DEPARTMENT EJAUBURN, WA, E EVERETT, WA. C� KENT, WA. O PORTLAND, OR I RENTON, WA. SEATTLE, WA. 98002 98201 98031 97220 98055 98124 r , J I�IIi�l�!�I1III 1 11I11I IlIIfIIIillII I iIjIJl 111 111 111 !�! 11i f�l !�{ {�I !II III i III �� I I I l i II I � ILl1i . IilIIIjIIIII Ii1l 2 4 � l llIl�I�li!'�III�I Ili�l I►I� S_.... h 7 8 9 1n ( NOT7: If the micrcfi(rned document is less clear then this notice, it is cue to the puelity or the orinineI document. He Le 9c, SZ f1G ce :e lG Q� 4l JLl 1 . 1 9l al 4 7 7 E 'et Zl Ll...._Q[ 6 Q L 9 c: I' ' � !� I 1111111 Ni (! ! II Ph � II,11 IIII Ilil�ll!! I� ! II• I.► �!� ��ill�lll�►il, Ili 1111111,iiIIlllilll I!i,�lil, f�InliiI.IIIII���I IIIflllli IIIII�IIi I.IIIlIII .I,IIIIII 1{1lIIIII III{IIIII IIIIIIIII I�IIIl1!I IlillJll IIIl�II11 IIIII.II!I(IIII�lilli {fIIICI J IIII111111i!IIIliIl!1Ill 11 MAOEII1 ENMANY 12 t Z L wel IIIII III IIIIII II{IIII!I!IIIIII!IlIII!!II s LEGEND: GENERAL NOTES: CONSTRUCTION NOTES: 1 1/2" x 9 GA FLATTENED EXPANDED METAL. 1/2" ACX FIRE — TREATED PLYWOOD SHEETING. FASTEN TO JOISTS WITH #6 x 1 1/2" DRYWALL SCREWS AT 6" O.C. EDGE AND AT 10" O.C. INTERMEDIATE SUPPORTS. (TYPICAL) 12" x 14 GA (ANGELES 14FJ12) STEEL JOISTS AT 16" O.C. 6" x 18 GA (ANGELES 18HD5600) STEEL JOISTS AT 16" O.C. FASTEN TO TRACK WITH L2x2x1 S GA x 0' -4 ", (3) #12 TEK SCREWS TO EACH JOIST AND (3) #12 TEK SCREWS TO TRACK. 6" x 18 GA STEEL TRACK. FASTEN TO EACH STUD WITH (3) #12 TEK SCREWS. FXISTING PARTITION rXISTIN G rAPTITiON TO BC PrMOvUD NEW PAR fl FION CITY OF TUKWILI\ APPROVED (3111 DI JG IvisR - ml MAR 0 8 PERMIT CENTER ,. EVI SION REFLECTED CEILING PLAN DRAW 9Y 31 A ckEcKED A °PRO'.W BY BLDG. 7- 217.04.1 LEGEND: REFLECTED CEILING PLAN CONSTRUCTION NOTES: CEILING ELEVATION = 22' -0 ". CEILING ELEVATION = r3�>. LIGHTING FIXTURES (1 YPICAL) 5/8" TYPE "X" FOIL -- LACKED GWB. UNISTRUTS AT 2' - -O" O.C.. LASER ETCH SYSTEM FXISTING PARTITION f XIST1NG PARTITION TO BC R! - MOVED NEW PARTITION T s 5 ID 3- 1"7 -90 eF A LAS? REVSION S1:4801 SHEET BERKLEY CITY OF T11KWILA APPROVED 900032 Dwc NO. 107-- 217.04 -1015 AffigrEZAW FACILITIES DEPARTMENT AUBURN, WA. 98002 C_] EVERETT, WA. 98201 Eli KENT, WA. 98031 �J PORTLAND, OR. 97220 U RENTON, WA. 98055 SE ATITLE, WA. 98124 .. F. r .. .+c... n. -.+S• .rrn .•t :.: r ..y i. ...,.. cts._ z -, D.. �...'.rr , :_. -l. .rr '1. .f +.. 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II11111111 1111111 111111111111111 i't e•, ai: v;', A` sifa +�n'%'e,.ki�.'G:<u..�.F:ri:t'." 1 1 0 se. DATE REVISION FACILITIES DEPARTMENT C� AUBURN, WA. 98002 • EVERETT, WA. 98201 D KENT, WA. 98031 C� PORTLAND, OR. 97220 RENTON, WA. 98055 . j SEATTLE, WA. 98124 ACCEPTABIUTY THIS DESIGN AND/OR SPEGWICATION IS APPROVED APPROVE!' BY DEPT. DATE DRAWN BY 31A CHECKED CHEMED APP vED FEB 90 SUBBILE TITLE BLDG. 7-217.04.1 SECTION LASER ETCH SYSTEM S/6 BERKLEY LAST REVSION SYMBOL SHEET A-5 900032 OW0 NO. 107-- 217.04- JOB N0. CONTROL ROOM LASER ETCH ROOM LASER L ROOM T 03 to Cs, TOP OF TOP OF PLATE I I I I ! - = III I I IEI I -f, I I _ I . i{ 1II- 1 I 11 -111- -111 '111 =-111- :I 1 1-111 -! 11�- ..111- :11 1-11 1--111 �.-._l11- -- 111E-1il; - 1i!- M! I I-. E-I I !11E111 ! J .1. Ti�1'�.f�`!'�'✓''��� s I I --- 1 1=i i 11111111 1 I -1! !! -1 I I -111 -1 -I I Imo! I ICI I_�=11 f 1 111-1-11111-1-11111 --111-=111E-1111 I 111= 111E-1111 -l. 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X 18 GAUGE, AT 1' - -4" O.C. INSULATION, FOIL -FACED FIBERGLASS, R-19. STEEL TRACK, 12-IN. X 12 GAUGE, HIGH -LEG. STEEL JOISTS, 8 -IN. X 12 GAUGE, AT 1 -4" O.C. ti [ ,- SHELF, COVER WITH PLASTIC LAMINATE NEW ASPHALT RAMP AT DOOR OPENING GYPSUM BOARD, TYPE "X ", 5/8' THICK_ ALL GYPSUM WALL BOARD IS TO BE FACED WITH ALUMINUM FOIL. PLYWOOD, FIRE - RESISTIVE TREATED, 1 /2• -I14. THICK. STEEL TRACK, 6 -IN. X 18 GAUGE, HIGH -LEG. STEEL JOISTS, 12 -IN. X 12 GAUGE, AT 1 -4 O.C. STEEL TRACK, 8 -IN. X 12 GAUGE, HIGH -LEG. HOLLOW METAL DOOR FRAME. HOLLOW METAL WINDOW FRAME, WITH METAL GLAZING BEADS. HOLLOW METAL DOORS. RESILIENT FLOORING. RESILIENT BASE. EXPANDED METAL, 9-- GAUGE. 16 TELESCOPING METAL DOOR. UTILITY TRENCH WITH REMOVABLE STEEL COVERS. CONCRETE LASER & ROBOT FOUNDATION. INSULATION, 2- LAYERS OF 1 -IN. RIGID FIBERGLASS. ROD -STOCK FILLER AND SILICONE SEALANT. EXISTING AUGER -CAST PILING NEW AUGER -CAST PILING NEW CONCRETE GRADE BEAM. EXISTING SUB - GRADE. EXISTING CONCRETE TILT -UP PANELS EXISTING GLU -LAM BEAM. EXIS11NG WOOD PURLINS. EXISTING PLYWOOD ROOF EXISTING CONCRETE SLAB EXISTING STUD WALL SHED/UAL TRIM, 18 -GAUGE GALVANIZED, PAINTED IS 6 "X6" OPENING IN WALL FOR LASER COAT RACK r {�r.ra 1'1''.R • PERMIT CEPITI l l I.. �.r. {.Ji.i: i1✓J.,. i p,�diY�.kdr..,�: 1 ACCEPTABILITY SPECOCATION D3 AIZED CRAM BY MA DATE FED 90 SUBTITLE j S E C TI ON , LAST MOON . SWOOP. . . DATE 04EOKED A-6 ENG& . LASER ETC -1 SYSTEM BLDG. 7-217.04.1 S/6 BERKLEY. APPROVED BY DEPT. DATE CHEM) ll Jes NO. 900032 . • ii.e - . 3, a DIM NO. 107-217:04-1015 I 4 REVISION BY 1 ±1 - 111_==i I 1-!-±: I In II-1-111 I I -:::1111- 1 _11 - 111E - 1117 -- _ =- illII - 7_111_ --7T .7_ - 111 - 1 : =1111 - 7 - i -- III_ = 111 .- : - l - _ -- dlr:L111 — =111 - ill 111 111E11 I 1.. I H 111 LI ii!4 1 l " SECTION 1/4" = 1:3 111111111111111 APPROVED DATE 11111111111111111111 thi I t BY a Cl 1111-111 -111 1=1 1: I 11 - 11i=111 Jijfflii 11-111-111 A2 A6 11 AriE FACILITIES DEPARTMENT AUBURN, Wk 98002 EVERETT, WA. 98201 0 KENT, WA. 98031 :PORTLAND, OR. 97220 El. RENTON, WA. 98055 . SEATTLE, WA. 98124 I I -1_111 I I____111 I I 17-:--1111-=111-E111_=-1111 1- 11EllIEEIII - - = 1 - 111 — =-1111 : - : 111 I I I — 111 1:1= -111- 7- 111 -1-7 -111E111 — =111- -- - = —IllEillE111E - :4ti1t it 21 LILI T CONSTRUCTION NOTES: 10 14 1 Ow- 14 18 19 19 20 28 30 1 23 24 24 26 O m- 29 Rf2..".>' TS 6"X6" 190-- OPP-- EN RAL. GYPSUM BOAP,D, TYPE "X", 5/8" THICK. ALI. GYPSUM WALL BOARD IS TO BE FACED WITH ALUMINUM FOIL. STEEL STUDS, 6-IN. X 18 GAUGE, AT 1'-4" O.C. INSULATION, FOIL-FACED FIBERGLASS, R-19. PLYWOOD, FIRE-RESISTIVE TREATED, 1/2-IN. THICK. STEEL TRACK, 6-IN. X 18 GAUGE, HIGH-LEG. STEEL JOISTS, 12-IN. X 12 GAUGE, AT 1'-4" O.C. STEEL TRACK, 12-IN. X 12 GAUGE, HIGH-LEG. STEEL JOISTS, 8-IN. X 12 GAUGE, AT 1-4" O.C. STEEL TRACK, 8-IN. X 12 GAUGE, HIGH-LEG. HOLLOW METAL DOOR FRAME. HOLLOW METAL WINDOW FRAME, 'MTH METAL GLAZING BEADS. HOLLOW METAL DOORS. RESILIENT FLOORING. RESILIENT BASE. EXPANDED METAL, 9-GAUGE. TELESCOPING METAL DOOR. UTILITY TRENCH WITH REMOVABLE STEEL COVERS. CONCRETE LASER & ROBOT FOUNDATION. INSULATION, 2-LAYERS OF 1-IN. RIGID FIBERGLASS. ROD-STOCK FILLER AND SILICONE SEALANT. EXISTING AUGER-CAST PILING NEW AUGER-CAST PILING NEW CONCRETE GRADE BEAM. EXISTING SUB-GRADE. EXISTING CONCRETE TIT-UP PANELS EXISTING GLU-LAM BEAM. EXISTING WOOD PURLINS. EXISTING PLYWOOD ROOF EXISTING CONCRETE SLAB EXISTING STUD WALL SHEETMETAL TRIM, 18-GAUGE GALVANIZED, PAINTED OPENING IN WALL FOR LASER COAT RACK SHELF, COVER WITH PLASTIC LAMINATE NEW ASPHALT RAMP AT DOOR OPENING CITY OF TUKWILA APPROVED 11 •• I 1 Bin; flu' G nivr=,!nm MAR a FERMICEi4TER ••••••• " . „ • • 11111 11111111111111111M I 11111111111111111111111 111111111 2 • r Ii lollmiffii;hiiIIHkillo 5 7 NOT: If the micrcfilmed document is less cleer then this nctice it is Cue to the quality or the oripinel c'ccument. , . . • • • .,, 9 1C) 11 12 oc or 8e, Ge 9(., Se he ce zz bt Eit it 9t Gt ht et tt 01, 6 9 L 9 c; "" U 111111111 MIIIIIIIIIIIIIIIIIIIIIIIIIIIIMhildlli11111111111611111 • • ? , • +aeot.r..4-,,,,,0•4..., „._, ;, lll ,;;{ II I,,,I 111!11161 - -- =! 11-1-11-1 ii= - =1 I I --I 11--i I i= III = I I 1 =I I I =111 1 I l, i f l - - I I =! I I ! 1=1 I I 6 11 I i 6 6 = =# I i� - 1 6 6 =61 I _6 I I - ==6 I I I 1 6 - I I! = I . I { ( - -f I ��-6 ! i —16 I���_I i 6 ; I�-6 � I---- ' I �' Li Li c,_1 Li 0 14 ... A3 29 '111=111=111=111= -1 11_ ,Iil6 „ -fr Li % � *, .n . . � 11I !III II111Hill 111{'1 III f 111111 III 1111 11111111111111111111J III I1 III 11 I111I1111111111111p11111111IIII IIIII 1I; 1111111; I1I i11111111111; 111; 111 ;111111111111Ili ;lll ;lil ;lll ;11 11! lrU •, '� 5 6 7 8 9 1() 11 MAh{ iN 61 PMAN( 1 2 Nari: If the micrcfilmcd doclament is less clear thsn this I notice, it is cue the quality cr the oririnel c'ocument. OE: h ' fs,; Lc: 9, se bl, CZ Ze ~ � LG oe bl 8t LL 91 .. . SL bL CL Zt ll O(, 6 u L. 9 I�! �Ililill�Iii11111�1! �f 1111161'lilllllli "�I!II!,II��I� ill IIIIII•. IIIII! 11161 Illillll .11llll! I! I!111! !II!l IIII!! 111111111161111111! Illlllllill61111111111111111111�11! Illlll�lllllllllllllllllf111111111116111111111�1! IIIII' 1611111i11i�l1!11�1!I�Il1!IIIII E. Z L V4" 1' II!IIIII 16111111111 !IIIIIII!61!IiIIIIII BLDG, 7-- 217.04.1 S/6 GENERA, NO TES: CONSTRUCTION NOTES: 25 � LASER ETCH SYSTEM CITY OF TUKWILW APPROVED GYPSUM BOARD, TYPE "X ", 5/8" THICK. ALL GYPSUM WALL BOARD IS TO BE FACED WITH ALUMINUM FOIL. STEEL STUDS, 6-1N. X 18 GAUGE, AT 1' -4” O.C. INSULATION, FOIL -FACED FIBERGLASS, R -19. PLYWOOD, FIRE - RESISTIVE TREATED, I /2 -IN. THICK. STEEL TRACK, 6 -IN. X 18 GAUGE, HIGH -LEG. STEEL JOISTS, 12 -IN. X 12 GAUGE, AT 1' -4” O.C. STEEL TRACK, 12 -IN. X 12 GAUGE, HIGH -LEG. STEEL JOISTS, 8 -IN. X 12 GAUGE, AT 1 - -4" O.C. DATE • 1111=MINII 11111111111111111111111111i1111 RENWON RED MIN ' AKROWD DATE MagegrAfaiM FACILITIES DEPARTMENT C1 AUBURN, WA. EVERETT, WA. C� KENT, WA. �J PORTLAND, OR. 0 RENTON, WA. IV SEATTLE, WA. VIOL DATE 98002 98201 98031 97220 98055 98124 ACCEPTABILITY Tlft DEELiN AZZ SPFXVICAllakl SY SECTION tiler REVSKIN A -7 900032 DWO ldA. 107-217:04-1015 STEEL TRACK, 8--IN. X 12 GAUGE, HIGH -LEG. HOLLOW METAL DOOR FRAME. HOLLOW METAL WINDOW FRAME, WITH METAL GLAZING BEADS. HOLLOW METAL DOORS. RESILIENT FLOORING. RESILIENT BASE. EXPANDED METAL, 9- GAUGE. TELESCOPING METAL DOOR. UTILITY TRENCH W41TH REMOVABLE STEEL COVERS. CONCRETE LASER & ROBOT FOUNDATION. INSULATION, 2- LAYERS OF 1 -IN. RIGID FIBERGLASS. ROD -STOCK FILLER AND SILICONE SEALANT. EXISTING AUGER -CAST PILING NEW AUGER -CAST PILING NEW CONCRETE GRADE BEAM. EXISTING SUB - GRADE. EXISTING CONCRETE 11LT -UP PANELS EXISTING GLU -LAM BEAM. EXISTING WOOD PURLINS. EXISTING PLYWOOD ROOF EX!JTING CONCRETE SLAB EXISTING STUD WALL SHEETMETAL TRIM, 18 -GAUGE GALVANIZED, PAINTED TS 6 "X6" OPENING IN WALL FOR LASER COAT RACK SHELF, COVER WITH PLASTIC LAMINATE NEW ASPHALT RAMP AT DOOR OPENING BERKLEY. MAR (t 8 1E33; PENMrT CENTER rijl ... y.M..i1✓ YY_n+]:Y: ✓"' 9USrI�'nv YwY�;: �, �� / �. H 9 • ax!.r�rl S ait3r%'r.',� $arn!X3 :. i ": a Re h, r! BLDG. 7-217.04.1 SECT! ON LASER ETCH SYSTEM 3 B 1 Re A lM BY BERKLEY. A-8 430 N 900032 DM NO. 107- '217.04 -1015 WALL SECTION 3/4" = 1' - -0" WALL SECTION awrra�v.r tr111MMIt WALL SECTION ri` 3/4" = 1' -0" A 2 J A8 FACILITIES DEPARTMENT AUBURN, WA. 0 EVERET'T, WA. 0 KENT, WA. C� PORTLAND, OR. L RENTON, WA. SEATTLE, WA. 98002 98201 98031 97220 98055 98124 16 WALL SECTION 9 Co • IIII1 III{Ili1 ill {ill{ III {III {II'{IIII1I 111li1 li1Lfl1 lll�lll�lll�lllilll�i1l�lll {I1I{IIII�1I 6 2 4 I NOT if the micrcfilmed document is less cleer the: this i ncticc, it is cue to the cuslity or the oricinel cocument. 7 8 o: he fiC Le 4 +c; g t eZ Ze lG QG 6L 8L Ll 91 91 ril Cl 'et Lt QI- 6 0 L 9 5 h f: Z L ""+ II { l i! I I ( I( il1! I il li ! � IllillIII !!I!li!1iill ill !I► IIII II!II l(Iilllil 1 Illlliill I IIIIIIIII I IIUIIIII IIIlIIIII IHI!!li! IIlIIIIII i IIIIlIIII l IH I III! Illillllliil III IIIi ! it 1 I .,.. ,. _.. -<, .:.. , .� . I .�, �!� ! IIJ��Ii i��I�II{ Illilii l!11IJI{1(►11111!Illi i�l{ IjI1 : iiIi{ III{!, ijlll {!Ii {I�lill! {ill{III(III{II 9 1C) 11 MAOFIM OFRMANY 1 2 CONSTRUCTION NOTES: CITY Or rUJKwftA APPROVED f• E3til! DII`G n1 SInN GYPSUM BOARD, TYPE "X ", 5/8" THICK. ALL GYPSUM WALL BOARD IS TO BE FACED WITH ALUMINUM FOIL. STEEL STUDS, 6 -IN. X 18 GAUGE, AT 1' -4" O.C. INSULATION, FOIL -FACED FIBERGLASS, R -19. PLYWOOD, FIRE - RESISTIVE TREATED, 1 /2 -IN. THICK. STEEL TRACK, 6--IN. X 18 GAUGE, HIGH -LEG. STEEL JOISTS, 12 -IN. X 12 GAUGE, AT 1 O.C. STEEL TRACK, 12 -IN. X 12 GAUGE, HIGH -LEG. STEEL JOISTS, 8 -IN. X 12 GAUGE, AT 1 -4" O.C. STEEL TRACK, 8 -IN. X 12 GAUGE, HIGH -LEG. HOLLOW METAL DOOR FRAME. HOLLOW METAL WINDOW FRAME, YTH METAL GLAZING BEADS. HOLLOW METAL DOORS. RESILIENT FLOORING. RESILIENT BASE. EXPANDED METAL, 9- GAUGE. TELESCOPING METAL DOOR. UTILITY TRENCH WITH REMOVABLE STEEL COVERS. CONCRETE LASER & ROBOT FOUNDATION. INSULATION, 2- LAYERS OF 1 - -IN. RIGID FIBERGLASS. ROD -STOCK FILLER AND SILICONE SEALANT. EXISTING AUGER -CAST PILING NEW AUGER -CAST PILING NEW CONCRETE GRADE BEAM. EXISTING SUB - GRADE, EXISTING CONCRETE TILT -UP PANELS EXISTING GL U -LAM BEAM. EXISTING WOOD PURLINS. EXISTING PLYWOOD ROOF EXISTING CONCRETE SLAB EXISTING STUD WALL SHEETMETAL. TRIM, 18 -GAUGE GALVANIZED, PAINTED TS 6 "X6" OPENING IN WALL FOR LASER COAT RACK SHELF, COVER WITH PLASTIC LAMINATE NEW ASPHALT RAMP AT DOOR OPENING c I!•t\ 0P i9't� PERMIT CL'NTEfl t DAZE KB 90 BLDG. 7- 217.04.1 SECTION LASER ETCH SYSTEM BERKLEY. 900032 NO NO. 107-217.04-1015 i i WALL SECTION 3/4" = 1' 0 " ....0119970.9l. 15 1 III II IIIII111111IIIIi11H Ii: ta•• 11111! II a WALL SECTION 3/4" ',1111111 11111111111111111111111111110 1 Q 3/4" = 1*- 0" a FACILITIES DEPARTMENT WALL SECTION A2 1 A9 [� AUBURN. WA. 98002 ED EVERETT, WA. 98201 :WENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 • SEATTLE, WA. 98124 p111.11111_11111UELIEF WALL SECTION 3/4" = 1'--o" A2 A9 I111IIl 1I111111111I !Id II II 1111 Ill IIIIIII111II111IIIf 111 III II 'I1I111111111111111I111111 1111111111111111 111111 1111 l IJ II1 11111IIIII11111Ii1 1IlIII111IIIIIIIIII 111111111111111111 0 2 4 5 6 7 8 9 10 11 MAK GERMANY 12 NOT ?: If the micrcflImed document is less ciecr then this netice, it is c'ue to the quality cr th. el oripinel eocument, oc hr' bc: c2Z +ie £Z ZZ lG p E>L Sl Gt 6t 5 . ` i i . ., £l .. L.`... 61, 6 0 G ! ` J S r t G L WW (� lilit Will(111111111 �1 1111111111111 ►11111.1HHIIIIIIIIIIIIII 111111, 111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi1 .1 111111 111111111IIIIIiIIllllillll 111►11111111111111111111illiill 1)11l IIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIll1111111111111111I111111I111i1HIIII11111111IIIIIIIIIIIli1111111 1111111111111II1111 CONSTRUCTION NOTES: 26� CITY OF TUKWILA APPROVED STEEL STUDS, 6 —IN. X 18 GAUGE, AT 1' -4" O.C. INSULATION, FOIL —FACED FIBERGLASS, R -19. GYPSUM BOARD, TYPE "X ", 5/8" THICK. ALL GYPSUM WALL BOARD IS TO BE FACED WITH ALUMINUM FOIL. PLYWOOD, FIRE — RESISTIVE TREATED, 1 /2 —IN. THICK. STEEL TRACK, 6 —IN. X 18 GAVGE, HIGH —LEG. STEEL JOISTS, 12 —IN. X 12 GAUGE, AT 1' -4" O.C. STEEL TRACK, 12—IN. X 12 GAUGE, HIGH —LEG. STEEL JOISTS, 8 —IN. X 12 GAUGE, AT 1 -4" O.C. STEEL TRACK, 8 —IN. X 12 GAUGE, HIGH —LEG. HOLLOW METAL DOOR FRAME. HOLLOW METAL WINDOW FRAME, WITH METAL GLAZING BEADS. HOLLOW METAL DOORS. RESILIENT FLOORING. RESILIENT BASE. EXPANDED METAL, 9— GAUGE. TELESCOPING METAL DOOR. UTILITY TRENCH WITH REMOVABLE STEEL COVERS. CONCRETE LASER & ROBOT FOUNDATION. INSULATION, 2— LAYERS OF 1 —IN. RIGID FIBERGLASS. ROD —STOCK FILLER AND SILICONE SEALANT. EXISTING AUGER —CAST PILING NEW AUGER —CAST PILING NEW CONCRETE GRADE BEAM. EXISTING SUB—GRADE. EXISTING CONCRETE TILT—UP PANELS EXISTING GLU —LAM BEAM. EXISTING WOOD PURLINS. EXISTING PLYWOOD ROOF EXISTING CONCRETE SLAB EXISTING STUD WALL SHEETMETAL TRIM, 18 —GAUGE GALVANIZED, PAINTED TS 6 "X6" OPENING IN WALL FOR LASER COAT RACK SHELF, COVER WITH PLASTIC LAMINATE NEW ASPHALT RAMP AT DOOR OPENING PERMIT cemEI .a+a t .c .., ',fx . ��.c.:.s ;w-. ..: :�..., p., '.1.: r7 <:..'. s <, -4.,- i- •C;" .:s._.�;'.ccz'r'.�c�.�'� tisi7' „.: ... ACCEPTABILITY THIS DESIGN SPEOFICAT IS A APPROVED ND/OR ION DRAWN BY 31 A DATE ' Fte 90 . . . . 9..IBT1TLE REFLECTED CEiLING PLAN . IAST PCvsick4 SY).480L OAT CHECKED SHEET , A-4 APPROVED BY DEPT. ai11 ENGR. TI TLE LASER ETCH SYSTEM to BLDG. —217.04.1 S/6 BERKLEY CHECKED .108 O. 900032 0 , DWG NO. 107-217 04-1015 APPROVED nvIsice4 RELEASED FOR CONSTRUCTION SUSPENDED CEILING I JI ••• • - • . • • . I ., ! --i _ 77. 0_ -- = 7."..2_7- • .=.L. L ".."=-7-17 I • • 1/4 = •17. = = - • . — REFLECTED CWNCIELAN ."•'4. • ' , ' . , ' ' . . • .71. •••—•••■•= dffEZEZAW FACILITIES DEPARTMENT 101■•••■•211. " - - 1 E AUBURN, WA. 98002 n EVERETT, WA. 98201 ri KENT, WA. 98031 11 FOR TLAND, OR. 97220 Li RENTON, WA. 98055 M SEATTLE, WA. 98124 r r L •■••■•■•••••••••••••••••••••■•• 4 2 '4 5 6 7 8 9 10 11 MADE In Plafli 12 r N3T-i: If the microfilmed c'ocument is less clear th&r1 this notice, it is cue to the e,uality Cr the oripinel c'ocument. f3• Le 9, GZ 4/L CE ee o 7.i (it IA CI Z1 13 N 6 9 L. 9 ci 1111/1 111111_11 • • 11. Iro m me m o utomaton.......mr.verrommermormamoram......,rowatireaw o , •.• 4.4/ ' •■••••••••■•IMMINNIMWAMIMINSNIIMINIMI 1/1,..11,11110111.111114Mor leymo..m.. rumba/ AltlIPTIIMMONINeg41411k$MINIMIMI LEGEND: GENERAL NOTES; CONSTRUCTION NOTES: • 2 • AT I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved piens acknowledged. ............................... Datrz Permit No.... u •... CITY OF TUKWILA APPROVED APR 103. EXISTING PARTITION EXISTING PARTITION TO BE REMOVED NEW PARTITION .11•••••••••••• .. ....... RECEIVED CITY OF TUKVVII A APR 0 4 1990 PERMIT CENTER 1 4 - RE`ASIOH • APPROVED 1 SYM REVISION BY, APPROVED D <:?x �T APPROVED BY ( UAL L I N 3/90 p • ANIAL ,.. S /6 I DEPT. i !E A: TThiii D -., JOB NO. 90 00 2 DWG NO. 107- 217 --04 -43x6 __. ,. ._,._ APSaR OVEd `. —I 1 r-- r--. 2 1/2 1 1/2 2 ii 1 ill 1 4 - RE`ASIOH • APPROVED OATS SYM REVISION BY, APPROVED D <:?x �T APPROVED BY ( UAL L I N 3/90 p • ANIAL ,.. S /6 'TASTER BERKLEY DEPT. i !E A: TThiii D -., JOB NO. 90 00 2 DWG NO. 107- 217 --04 -43x6 ,. ._,._ APSaR OVEd `. AC C£P li DESICN TA AND1Y SPECIFICATION IS IU �OR APPROVED L E "f A R E cCHECKED r90 �.... e P A R T I A L FIRE P R O T E C T I O N PLAN ~ LAST REVS1ON SYMBOL DATE SHEET �T APPROVED BY ( UAL L I N 3/90 p �' 'MEC BLDG. 7- 217.04.1 . ANIAL ,.. S /6 'TASTER BERKLEY DEPT. DATE E !E A: TThiii D -., JOB NO. 90 00 2 DWG NO. 107- 217 --04 -43x6 ,. ._,._ APSaR OVEd `. LOW POINT DRAIN PARTIAL FIRE s DR ❑TECTICN PLAN OWEAFAritg FACILITIES DEPARTMENT T 11 nJ [1 AUBURN, WA. 98002 0 EVERETT, WA. 98201 D KENT, WA. 98031 0 PORTLAND, OR. 97220 D RENTON, WA. 98055 C] SEATTLE, WA. 98124 1 F L - J LOW PAINT DRAIN 8' MAIN C� • v Q III III lil III I�! ! I ! I I I I I I I ! I ! Ill�i �Ijl ICI I�i�l(I ICI ill ICI ICI I� If I ICI ICI 111 I1 ICI {1{I1i11j !1L11ia !I1 I , �� ! I! !I►II►�►I��li I I I(! ! f f+ I I I�� .� f ?_ - h 7 8 y OC h ' ue Le 9c.' SL ye ee k; Q: tit 8l LA 91 GI +/L El Zl Lt QI 6 £I L. f; i+!! !lil� +III ill !I+iliilll li+'lIII111� +; lI+ + I ► ��ifil;? �i! �I!! il!!;l l�fJ!! ilI!;) li!! iliil) I!!! JI!! nl l�!!!! I! illl! I!! lil l!! Ifill! I! i! fliniliiiilii! il! I!! I! ii! I!! iili! i! �I!! !I!ii!1►ii!fi!i!li!!!I!i�!11!!I NOT':: If the micrcfiimed document is less clear then this notice, it is due to the quality at the original document. 10 11 MADE NGFPIANY 12 9 S h E Z t wr+ liil�!i l l!! Ininlllinilil !Ili!illlillll�iili!i!�Ii!ff !iiil :r '.J Me AlAti) 5/EP f/qG OF 72igw1C4 F/E V�jr J At C LEGEND -0— PENDANT GENERAL \CTES 1.) NOTIFY BOEING FIRE DEPT. - 24 HOURS PRIOR TO SHUTDOWN. 2.) FOR EARTHQUAKE BRACING USE 1" STEEL PIPE FOR BRACES UP TO 7' -0" LONG & 1 1/4" PIPE FOR BRACES 7' -1" TO 9' -0" LONG. FLATTEN AND DRILL ENDS FOR MOUNTING. 3.) USE 1/2 ", 165 DEGREE FAHRENHEIT SPRINKLER HEADS (PENDANT OR UPRIGHT AS INDICATED, UNLESS NOTED OTHERWISE,) 4.) SLOPE ALL PIPING AS INDICATED TO DRAIN TO THE LOW POINT DRAIN. 5.) ALL MATERIALS & INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 FOR ORDINARY HAZARD OCCUPANCY. 6.) FOR REFLECTED CEILING PLAN SEE DRAWING NUMBER 107-217-04-1015—A4 7.) CONNECT TO EXISTING CROSS MAINS WHERE INDICATED ONLY AFTER HYDROSTATIC TEST (200 PSI FOR 24 HOURS) HAS BEEN WITNESSED & APPROVED BY THE BOEING FIRE DEPT. 8.) TYPE OF HANGERS & INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA PAMPHLET 13 SECTION 3 -15, 9.) ALL EQUIPMENT MUST BE UL LABELED AND FM APPROVED ALARM VALVE: PENDANT TOTAL SPRINKLERS THIS VALVE/ THIS DWG.: TYPE STRUCTION 1,) PIPING SHALL BE BLACK STEEL SCH. 40 ASTM A53 GRB 2.) FITTINGS SHALL BE GROOVED, VICTAULIC WITH ZERO FLEX STYLE 07 COUPLINGS OR 125LB, CAST IRON SCREWED. LOCATION: DEGREE QTY 165D F 27 RECEIVED CITY OF TUKWILA APR 0 4 1990 PERMIT CENTER estor > uTES " 'feet I A 3.2 �, �d ..,.... h.. Lr::,....... �, r+ i.. 1:. 4.. F..+ .,.«.e= .'ii.a3a.,•J.:.:i.sl +w.. . v w..+.: r.: t.. �'.. at r�F'«..1�`.ea +'Fr;�.Ne'.s� -a?�: e.+:ecsa4°i'.i!` , :,` r t�"Y.+7'' - • r REVISION APPROVED FIRE SEPARATION WAREHOUSE STORAGE TRANSPORTATION ---- 2 - HR. FIRE SEPARATION AISLE FLOOR PLAN SCALE: !":: O'-O" WAREHOUSE STORAGE OFFIC JA 2-HR. FIRE SEPARATION STORAGE COMPUTER5 if - 4 OFFICES --3-HR. FIRE SEPARATION MANUFACTURING MANUFACTURING MANUFACTURING MANUFACTURING MODEL SHOP DUST COLLECTOR 0 AUBURN, WA. 98002 0 EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 SEATTLE, WA. 98124 STORAGE COMPUTERS 4 MANUFACTURING OFFICES CONFERENCE OFFICES APPROVED BY SECURITY AIRLOCK OFFICE MECH. RM ELEC. RM. -LOBBY CHECKED APPROVED APPROVED DRAWN BY ACCEPTABILITY E. R DUARTE THIS DESIGN AKIDiOR CHECKED SPECIFICATION IS APPROVED TITLE SUBTITLE BLDG. 7- 217.04.1 FLOOR PLAN LEGEND: GENERAL NOTES: FILE COPY I understand that the 4P1an Check approvats are subject to errors and Omissions and approval of plans du no authorize the violation of any adopted code or ordiname. Receipt of contractor's Copy of approved Piens ac !edged. CITY OF TUKWILA APPROVED AUC 319 „1014 JUL 24 1990 PERMIT CENTER DEPT. SYMBOL ARCHITECTURAL MASTER LAST REV;SION SHEET • DWG NO. •• •••• SO eeeeeee I I I I1111111111111,11 11111 II 1111111111 111111 111111111111111111111 11111111111111I1111111111111111111111111111111111 1 I 0 14 ill!. INC 1 2 5 6 7 8 NOT If the microfilmed c'ocurnent is less clear then this notice, it is cue to the ouelity of the otirinel eocurnent. , (-)! ce ye GE o L6 e 61 81. LI 91, GL 1 71 Et 1 IL 0L 6 0 I liffi l tIMI HI IIIMIIIIIIIIIiirdifiiilqi 111111 W 11 . 111 1 1 itifh 111; liiiIIMIIIIIIIIIIIH111111 1 111Hliilihliihn1611111111111 1 1111 1 11111111111111111111111111111111111111111ffillnillifillifthill ; ' 9 10 11 12 "v 0 m II Hi ti im hi it P DO T. „„; - • - . LAST REVISION SYMBOL DATE SUBTITLE ACCEPTABILITY THIS DESIGN AND/OR CHECKED . v FLOOR PL A N SHEET SPECIFICATION IS APPROVED OF ENGR. TITLE • APPROVE° BY DEPT. DATE /N ag am CHECKED _ .. ARCHIT MASTER JOB NO APPROVED ALL DWG NO allillall APPROVED BLDG. 7- 217.04.2 0.P . DO 6 OW 4015 v 7/83 REVISION OPEN TO FIRST FLOOR th APPROVED OPEN FIRST APPROVED SCALE: I 30 FLOOR PLAN OFFICE FriCE OFFICE OFFICES OFFICE OFFICE OFFICE LUNCH ROOM . _ OFFICE P EI A O I O N T T H R S AY OFFICE! OFFICE LAB. I LAB. O AUBURN, WA. 98002 0 EVERETT, WA. 98201 O KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 SEATTLE, WA. 98124 =EN ititakiiiratiMitt= OFFICES OFFICE ELEC.11 ELEC. FLEV TEL. STORAGE OFFICES CONFERENCE WOMEN iiiiiiiiii IiIIIIIIIIIIIIiiirrilliiirriiiiiiilliiiiimiliTtliiiirvpiipillitiliFfiliiiiiIIIIIIIIIIIIII I IIIIIIIIITIIIIIII,IIIIIIIIIIIIHIIIIIIIIIIIIIIII 3 4 5 6 7 8 ' 9 .. . NOT: If the:rhicrefilrned-.docuPnent is less cjecr then this . - notice Ht is cue to the ctielity CT the'crip'inpl eocument. - . . “ vi: e • z :ee Le' -oe bi. , 81 a 91 GI. In CI Z I. LL Q 6 8 ' L 9 9 ' 1.; Z I. "v+ 0 1 IIIIIIIIIIIiI 0 ;} lill1110111IiilidIVIIIIIIIIIIIIIIIIhnIIIIIIIIIHIMIllinkiliffilliliiIIMIII IhrHIPIIIHIIIIIIIII:Iiiiiiilinili IIIIIIIIIIIIIIIIIIIIIIIiIiiinihrill HIIIIIIIMIIII! 111111ifillifillifilkIIIIIIIIIIIIIIIIII • . .... - ..... r • .:,'r'/ ke 3:5 -'i;Cei.A.{ § ,.k;- :.=c4'.i.f.;?':.;>.i':'-';.fi..',,,-,'.=.;,0,Ytiq,=;:;, ri ?z 4.,Mi. '1 i'l;'.4;1=.4-',:::. ..1FiX:.:i,nx,e : ..,,,,-;,, :".. ,ke..•,-.0.,'5,,...;.i., * 0,7,,aaNIZtr..-.,...,..,: W f; ii?;k:Vt:',.:C4: 1 eX LEGEND: GENERAL NOTES: 1. BUILDINGS ARE OCCUPANCY GROUP B-2 ( OFFICES, FACTORIES, WORKSHOPS AND STORAGE ). 2. BUILDINGS ARE TYPE V I-HR. & It N. 3. BUILDINGS ARE FULLY SPRINKLED. 4. BUILDING AREA: a FIRST FLOOR b. SECOND FLOOR TOTAL 252, 089 SF 39, 405 SF NOTES : OA nEcENED CT Y OF UKWILA JIJL 241990 PER1`.11T CENTER rr < 2 i ! E m iv 0 m Q.- < cc 1- 2 m s •111110=111104111.11•1•1•111, 1111111&61.11111• DRAWING INDEX SHEET N0. SHEET TITLE SHEET NO. SHEET TITLE T -1 TITLE SHEET . M -1 4006 PIPING PLAN A -1 OVERALL FLOOR PLAN M -2 4006 PIPING PLAN A -2 FLOOR PLAN (1/4 ") M -3 4006 FLOW DIAGRAM A -3 ROOF PLAN (1/4") 4006 FLOW DIAGRAMS A -4 REFLECTED CEILING PLAN (1/4") M -5 4006 PIPING DETAILS A -5 LONGITUDINAL SECTION (1/4 ") M-6 4006 PARTIAL PIPING ROOF PLAN A -6 CROSS SECTION (1/4") M -4 4106 HVAC PLAN A -7 CROSS SECTION (1/4 ") M -5 4106 HVAC DETAILS A -8 WALL SECTIONS (3/4 ") M-6 4106 HVAC PARTIAL ROOF PLAN A-9 WALL SECTIONS (3/4 ") 4106 HVAC DETAILS A -10 DETAILS M -2 4306 FIRE PROTECTION PLAN S -1 FOUNDATION AND PILING PLAN, STRUCTURAL NOTES E -2 480V FEEDER GROUNDING S -1A GROUND FLOOR FRAMING AND PILING PLAN, NOTES • E -15 REVISION "C" LIGHTING E -15A LIGHTING LASER ETCH S---2 SECTIONS,DETAILS, ELEVATION E -15R LIGHTING REMOVALS S -3 EXT. WALL OPG. ELEV., SEC., NOTES E -35 REVISION "C" 120/208V POWER CM - -36 CMS TRUNK PLAN E -55 REVISION "A" 480V POWER CM-37 LASER ETCH CONTROLS E-- 138 DIAGRAMS CM -38 LASER ETCH DMS E -139 SOUND MASKING SYSTEM as INTERCOM CM-39 LASER ETCH CHILLER CONTROLS E -140 WARNING AND INTERLOCK SYSTEMS ES -6A SECURITY CONDUIT ACU TABIUT IRIS DEEM AND 5PE0f1CA W VED APPRO DATE DRAW 6't 311_ DATE MAR 90 s..+@T!TLE i TL a.�t 1 i SHEET iASY IGN _ . SYMBOL DATE CHECKED 1 SHEET .. T APPROVED . - 1 EUGR TITLE LASER ETCH SYSTEM BLDG. 7-- 217.04.1 S/6 BERKLEY Elf oEPT, £D ,' 900032 AppRowo xvNO 107 - 217.04 --1015 APPROVED it Yv LOCATION MAP . ///// //,/, . REWSON EATTLE REL"ASED` FOR CONSTRUCTION MISCELLANEG GHANGEi REVISED, + t,LL' CONSTRUCTION TYPE 99 509 518 31A 99 99 \ 167 X 900 {<WILA PUGET SOUND R SY APPROVED 181 )167 ( KENT GION 520 r BELLEVUE RENTON 207 109 PROJECT SITE ENG MU 18 NO SCALE REUSTON VICINITY MAP 14 -05 1 no in �14�01] 7417 SER ETCH SYSTEM BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH SEATTLE, WASHINGTON 98108 to RY KING COUNTY AIRPORT OFFICE Q CENIER (FAA) 99 s FROM SEATTLE— TACOMA AIRPORT FROM DOWNTOWN SEATTLE at EAST MARGINAL WAY CORPORATE PARK APPROw0 DAre EXIT 158 -� 599 TUK1AILA LRY L NES SEMI. 900 EXIT 158 EXIT 157 - PROJECT SITE DEVELOPMENTAL CENTER FROM KENT & AUBURN 11.111111111•11111111111111 —EXIT 157 900 110 SCALE AREA MAP WHSE C WHSE E WHSE 7 (7 PROJECT SITE NO SCALE EAST MARGINAL WAY CORPORATE PARK LAND USE CODE BUILDING CODE OCCUPANCY GROUP ._._ CONSTRUCTION TYPE LOCATION ON PROPERTY FLOOR AREA (ACTUAL) BUILDING HEIGHT: STORIES: OCCUPANT LOAD: FIRE PROTECTIONS SEPARATION EXTERIOR WALL (NON — BEARING) INTERIOR WALLS (NON - BEARING) INTERIOR WALLS (BEARING) STRUCTURAL FRAME FLOORS STAIRS ENCLOSURES SHAFT ENCLOSURES ELEVATOR SHAFT CORRIDORS ROOF SEISMIC ZONE 3 BODE SUMMARY HM (HEAVY MANUFACTURING) _KING COUNTY 1988 UBC KING COUNTY /TUKWILA 8-2 OFFICE /FACTORY V—N SEPARATION 60 FEET (2— SIDES) BUILDING FOOTPRINT 252,089 SF PROJECT AREA 2,723 SF 26'-5 1/2" FLOOR TO PLATE 14 [MANUFACTURING] FULLY AUTOMATIC 'THROUGH —OUT F/S CLASS I N/A N/A N/A N/A UNPROTECTED N/A N/A N/A UNPROTECTED REV. 7/15/90 JEB rlEcerJt:u CITY GP TUrWILA JUL 2 Li i ua PERMIT CENTER .A4? IIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111111111111111111i1; 1111 11 111111111111111111 IIIIIIIIIIirl 111111111111111111111111111111111111111111111111111111111111111 2 4 5 6 7 B 9 1 n NOT : If the microfilmed document is Tess Gleer then this notice, it is due to the quality of the ori'inel document. U us, ( 13<; GZ ie cZ. ZZ4.3 LG OG Vl g� ..__ L` __.. ` s{ bl £ Z `` t I 01 6 �f3 G ' 111," IWIIIl'! Ii! 11II111IIII !I IIIII IIIII!I I1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiliil !Ii111111111111II!1111111111 ►111! III!!! IIIIIII111IIIIIIIIIIIIilllllllllll !IIII II! III! IliIIIII !111l!III - ',�:`� i - 1a d , #;. a, .ts. r `� T,1�/. ,,..:l.., i >�? r ..;, � . .. %•r- �'r :a <:'r` . �' ':r...:.,. � °' � � � . FACILITIES A RTM • �. DEPARTMENT r .. EJ AUBURN, WA. 98002 Q EVERETT, WA, 98201 E KENT, WA. 98031 POFTLAND, OR 97220 (_.J RENTON, WA. 98055 SEATTLE, WA. 98124 Y t '.t •7J'r ect nowortommanor • -"' 4F .� ,51.:.t�c..A'n �..'!t :si° x;. : .'.., =%' . ;.Y :�y +strlf+.^ 1 .ii'.rF:• ` pi�+r7 - ;x: I FL B N WALL S WALL E WALL W WALL CLG ROBOT ROOM CONC., EAL; PAINT TRENCH COVER RESILIENT GWB -PAINT GYM-PAINT NB-PAINT GWB -PAINT SUSPENDED METAL TILE EWE FL B N WALL s WALL E WALL W WALL CLG CONTROL ROOM RESILIENT RESILIENT GW8 -PAINT GYM-PAINT GWB -PAINT GWB -PAINT GWe -PAINT 107 ft 8 N WALL 5 WALL E WALL W WALL CLG VESTIBULE RESIDENT RESILIENT GYM -PAINT GYA3- •PAINT GWI3 - PAIN T GYM-PAINT GYM-PAINT RELEASED FUR' CONSTRUCTION MI C'S_' Nt.. H' t WINDOW REVISIONS DOOR TYPES FLOOR PLAN 61' -8 J2" FL 8 N WALL S WALL W WALL CLC� LASER CONC. -SEAL RESILIENT GW8 -PAINT GE-PAINT G.3-• INT GWB -P NT GW -PAINT FL 8 N WALL S WALL E WALL W WALL CLG FL N WALL WALL E WALL W WALT. CLG AIRLOCK 8 S CONC. -SEAL RESILIENT GWB- PAINT GWB -PAINT 013-PAIN T GYM- -PAINT GWD- PAINT IIIIlI {I�I {III {III{III� {III STORAGE CONC. -SEAL RESIUENT GYM-PAINT GM -PAINT CYi - -PAINT GVVB� -PAINT GW8- PAINT DA +X15NA si :5'4':r?. DOOR SCHEDULE � FINISH HARDWARE REMARKS Li el C.5 `� ! 11 i 1 1 v ' II ! 41,--1 o re r c> :a U o -.� o 0 o ` 0 x o C� o w 0 4 CO -_t W �1 C.) t-^ Q A i1) Li Ca CK g 0 S lOt A 8 3' - 7' -.0`" 1 3/4 )( x X PAIR OF DOORS - RHA; LEFT HAND EMERGENCY EXIT ONLY 1018 3' -0" T -0" 1 3/4" 102 � 14M0a 14` --0" EIIIIIIIIII � � 103 A 3 / -0 " 7 1� 0 N 1 3/4" X LOUVERED 0008 -24 X24" 104 3 -0" 7' -O LOUVERED OPENING, 89 SO. INCHES, ABOVE DOOR 105 4'-0" „ - _ -- -- - - Y__. 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STEEL TRACK, 12 -1N. X 12 GAUGE, HIGH -LEG. STEEL JOISTS, 8 -IN, X 12 GAUGE, AT 1 -4 O.C. !.: STEEL TRACK, 8 -IN. X 12 GAUGE, HIGH -LEG. 10 HOLLOW METAL DOOR FRAME. 1010.- HOLLOW METAL WINDOW FRAME, WITH METAL GLAZING BEADS. t !2::;:» • HOLLOW METAL DOORS. RESILIENT FLOORING. RESIDENT BASE. EXPANDED METAL, 9- GAUGE. TELESCOPING METAL DOOR. 1'l UTIUTY TRENCH WITH REMOVABLE STEEL COVERS. 18 CONCRETE LASER & ROBOT FOUNDATION. 19 INSULATION, 2- LAYERS OF 1 -IN. RIGID FIBERGLASS. ?p . 2" WIDE EXPANSION JOINT WITH 6" WIDE STAINLESS STEEL COVER PLATE. NEW AUGER -CAST PILING tiblipp.- NEW CONCRETE GRADE REAM. :w"`. EXISTING SUB-GRADE. EXISTING CONCRETE TILT-UP PANELS 25 EXISTING GLU -LAM REAM. 2EXISTING WOOD PURLINS. Ow. EXISTING PLYWOOD ROOF 28 - °EXISTING CONCRETE SLAB EXISTI IG STUD WALL I3 ">. SHEETMETAL TRIM, 1B- GAUGE GALVANIZED, PAINTED 31 TS 6 "X6' I OPENING IN WALL FOR LASER ►- COAT RACK Imo. 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STEEL TRACK, 12 -1N. X 12 GAUGE, HIGH -LEG. STEEL JOISTS, 8 -IN, X 12 GAUGE, AT 1 -4 O.C. !.: STEEL TRACK, 8 -IN. X 12 GAUGE, HIGH -LEG. 10 HOLLOW METAL DOOR FRAME. 1010.- HOLLOW METAL WINDOW FRAME, WITH METAL GLAZING BEADS. t !2::;:» • HOLLOW METAL DOORS. RESILIENT FLOORING. RESIDENT BASE. EXPANDED METAL, 9- GAUGE. TELESCOPING METAL DOOR. 1'l UTIUTY TRENCH WITH REMOVABLE STEEL COVERS. 18 CONCRETE LASER & ROBOT FOUNDATION. 19 INSULATION, 2- LAYERS OF 1 -IN. RIGID FIBERGLASS. ?p . 2" WIDE EXPANSION JOINT WITH 6" WIDE STAINLESS STEEL COVER PLATE. NEW AUGER -CAST PILING tiblipp.- NEW CONCRETE GRADE REAM. :w"`. EXISTING SUB-GRADE. EXISTING CONCRETE TILT-UP PANELS 25 EXISTING GLU -LAM REAM. 2EXISTING WOOD PURLINS. Ow. EXISTING PLYWOOD ROOF 28 - °EXISTING CONCRETE SLAB EXISTI IG STUD WALL I3 ">. SHEETMETAL TRIM, 1B- GAUGE GALVANIZED, PAINTED 31 TS 6 "X6' I OPENING IN WALL FOR LASER ►- COAT RACK Imo. 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