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Home My WebLink AboutPermit B95-0065 - KCI - TENANT IMPROVEMENT AND DOCKCity of Tukwila (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95-0065 Type: B-BUILD Category: ACOM Address: 10828 EAST MARGINAL WY S Location: Parcel #: 032304-9164 Zoning: Type Const: III-N Gas/Elec: Wetlands: Water: SEATTLE Contractor License No.: MMISEI*094P5 Status: ISSUED Issued: 10/27/1995 Expires: 04/24/1996 Type of Occupancy: WAREHOUSE Slopes: N Sewer: VAL VUE TENANT KCI 10828 EAST MARGINAL WYS,,.TUKWILA, WA 98168 OWNER MCCONKEY DEVELOPMENT"CO::. C/0 HIATT DEBBIE,`:4040 168TH'AV, 'REDMOND WA 98052 CONTACT HOWARD TURNER Phone: 206 365-7431 18420 24TH PLACE N`. E';. SEATTLE, WA ;; 98155 CONTRACTOR M M I.,SERVICES INC Phone: 206 882-3034 14907 NE 40, REDMOND WA 98052 ****************;**************************************** k'k*************** k Permit Description: INTERIOR;`AND EXTERIOR: -..TENANT IMPROVEMENTS AND'DOCK ADDITION`.. ' Units: !p01 Buildings: 001' Fire Protection: SPR,INKLERED' UBC Edition: 1991." Front: Left: SETBACKS Back: Right:' Valuation: ;` 124.00.00 Total Permit Fee:' 227.25 *****************************:k********** k********** k**************1***** *** Permit Authorized Signature`; Date I hereby,<'o.ertify' that I have read and exa'mjned this permit and; know the same to b,ov:.tr'ue `and 'Correct. All provisions `.of..`l,aw and ordinances governingthis work will be complied with', whetherspecified. herein or not. The granting of th,i;s.permit does not presume to givethor;i.t'y to violate or cancel the ; provi s;+irons of any other state or localjaws : r.egu l at i ng construction r't.he performance of'work I am authorized .to sign for and obtain this i1'di.ng perm Signature:_ Print Name:__AiZ_2i1 Date 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. .% `` CITY OF TUKWIL./ . -- (.-.. � Department of Cot.,,'unity Development -- Permit Cente� . / 6300 Southcenter Boulevard - #100, Tuktwrlla, WA 98188 t�, o (2(206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER k ` :f- r SITE ADDRESS ' SUITE NO. INSTRUCTIONS TO STAFF 0 Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. 1 Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. O Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. .::.DEPARTMENT . .:; DATE IN DATE': REQUIREMENT I GOMIUIEN7S BUILDING - , ? c CONSULTANT: Date Sent - ___ Date Approved - _- ■ initial review ROUTED FIRE 3)...3 i FIRE PROTECTION: c21. Sprinklers a Detectors N/A FIRE DEPT. LETTER DATED: 7 INSPECTOR: S / I __— _�. NIT` O PLANNING ZONING: BAR/LAND USE CONDITIONS? J Yes )..., o .. REFERENCE FILE NOS.: K INIT MINIMUM SETBACKS: N- S- E- W- PUBLIC 3 3 TILITY PERMITS REQUIRED? Yes _1J' No ._..` WORKS 3 /2 5 f pis" PUBLIC WORKS LETTER DATED: 4/3 ii qS INIT: 0 OTHER INIT: '�igg VBUILDING - TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review m eg N C` eS Igto 99 l *BUILDING 11 - 1 OFFICIAL INIT: . REVIEW COMPLETED AMOUNT CONTACTED Row o�r -6 r (�-Qy OWING: DATE NOTIFIED 4 _ ( ,� — ,�r• BY: 43 !) (init.) 2nd NOTIFICATION • BY: �. -- 7 (init.) 3RD NOTIFICATION --1 , CI 5 BY: ^ w '" (Init.) ► �Yl co w.2 1 , 1 eX.4 . �S. W RI %-0 4`L/ 01 /08 /S3 ■ L. BUILDIN3 PERMIT ....,---_ _ ,Aidiski, --...._________ APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206J 431 -3670 DESCRIPTION AMOUNT RCPT :# DATE BUILDING PERMIT FEE l rj, PLAN CHECK PLAN CHECK FEE ¶fl NUMBER \ • BUILDING SURCHARGE APK ;I MUST rol3E , OTHER: : i x Fl .l. fl V(I ">,CUMI.:gl.' 0 . ... .!..:q. TOTAL .Q.71. . SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ 0 i3 6.. E rrk.(j rr'� tc) i` •t .� li t 1)6) tj 12 1 GreC, PROJECT NAME/TENANT ASSESSOR ACCOUNT# c 0 s 23 04 - 9044 - 05 TYPE OF New Building U Addition `Tenant Improvement (commercial) U Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Tel %\ Jr ryt y vat. -( 51 Nrr t (rL, 4 Eivr ft bil.. (004._ plop 1-r1 A'tit`1 BUILDING USE (office, warehouse, etc.) ► i..4 e �' ti01.) d (, NATURE OF BUSINESS: (..i. . iii 6E..0 aZ rfi6 WILL THERE BE A CHANGE IN USE? gg No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: 1 1 Cary Area of Construction: 77 SG WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 7 No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ S.rinklers ❑ Automatic Fire Alarm S stem • PROPERTY OWNER OC C 6, 2F-A)64.00JASIV PHONE Seri 1 I bo ADDRESS ' $ iQe-cl ai 1/t.o't 'f7 t.l 'UvUC' V(s-ibl ZIP {c?,p04. CONTRACTOR (J -1 t/ a.l,,Ao Sr PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # .... EXP. DATE ARCHITECT 1144 i( A. c„ G.()(, i /-. ►' PHONE �y ADDRESS , til410 704 ? L . 1, .. ��, _ 4 Z ^ c 6 t 5 I HEREBY CERTIFY. THAT I 'HAVE :;READ AND EXAMINED THIS APPLICATION ;AND KNOW :THE :SAME`TO :;R BE TRUE AND CORRECT; • D:1 AM :AUTHORIZEDTO.APPI Y. FOR' THIS PER. MIT BUILDING OWNER SIGNATUI DATE OR AUTHORIZED PRINT NAM la's? ,0I(-) -r PHONE AGENT ADDRESS shy CITY/ZIP CONTACT PERSON SPNA6 « PHONE 7)C9 u* l 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 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fpe schedules. BUILDING OWNER I AUTHORIZED AGENT If the applicant is ',ther the owner, registered architectlengineer, or contractor licensed by the State of Washington, a notarized letter from ti ° property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPI RATION 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 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 3 ct ---- -GIS I Ot22;93 c SUBMITTAL CHECKLIST COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS ' : COMMER TENANT IMPROVEM n Completed building permit application (ono for each structure) • �Co bu pe rmit application {one for each structure or F1 Assessor Account Number A en e ssor Account Number t ant) ss • Two sets •(2) of the follow ing Two (2) sets •of construction plans, which include Specifications Site plan • L `Structural. calculations stamped by a Washington State license L on of ens sp engineer Ex dog :and pro �a�king • L plan posed,: i:apl cable, i o,,;change of use) Soils report stamped by •a Washington State •engineer Overall building plan • n T opo g raphical surve • Tenant'locabon • — ..:. e o jacen (co all Tenant ,: fad t mmon w ) Energy calculations stamped by a Washington Sta li • CUs Overall dimensions of bu ilding or square footage engineer or architect Floor plan of proposed tenant space • . II '' Legal descnpuon • L_ J • ..: •Tenant plan •with use' of each room ••labelled:; • .Working stampd by a Washington State.hcensed • Exit doors; egress :patterns': ••ar .which include e :;:: :: +.Now walls, existing wall, and walls to be demolished • Site plan ction details tru Architect d n Cro sections show in g wall construction and method of Co • • Structural drawings attachment for :floor and ceiling Mechanical drawings Elevations Structural calculations stamped by a Washington State licensed Civil dra . ; : engineer may be required work is •to be done (2 sets) • Landscape plan • • NO E Ifany tr ty wo if.structural one, submit separate utility permit 7 u !r r k is to:be d F—] Completed utility permit application (one for entire project) application artd plans l r Six • sets of civil drawin NOTE: See utility permit application k list for s pecific ublrty REROOF submittal requirements .. and chec n;Comple building • permit application (o ne for each structure) • n : As se s s o r Acc ount Number •RACK STORAG C . describing existing roof material being removed,.and Comp leted building po mit application material being installed NOTE A certi f ication letter Js required prior to final Jnspe bon . •and sign ; Co Assess o e r. Account Number; ofJ of the perm Two (2).sets of plans, •which include :: • 1 Building floor •plan`showingi: ANTENNA/SATELLI.TE DISHES n Completed buildin permit application • •Entire space where racks will,be located •• Exit doors : ,. I I Assessor Account Number • Dimensions of all aisles L i . Tenant space floor plan •showing zck storage layout, aisles and T w c ( 2 ) sets of pl w • inclu de t" exit, n Site Plan (showing •building and location.. f an oten na/satelllte dish): • NOTE: Include d of racks (height, width and length) aisles • and exit ways on plan:: F D etails antennalsatellite dish and method of attachment • Structural calculations stamped by a Washington St l ice n sed L__ Structu c st b Washington State licensed • engineer (rack storage 8' and over):: engineer •may; be required •;: RESIDENTIAL NEW SINGLE- FAMILY.•DWELLINGSIADDITIONS ,,. RESIDENTIAL REMODELS Completed building permit application (ono for each stru lure) C om p leted building permit application (one for •each struct • Legal description: _ • L Assessor Account Number I J Assessor Account Number. nh ich •incl ude n Two: (2j sets of working drawl gs, •w itu e T wo sets (2 of wor kin g drawings which i nclude 5 pl n ::... ; Foundation plan :: . Site plan - . ,: - .. --.1• (On plan show clasost •hydrant locatlor .Fiuui. pliit Foundation plan I access to bu i lding showing 'Roof plan Fl plan wi and l of a • Buil ing :eleva (all views �.. Roof plan ui dingcross seobon Bui ildin ding elevations yews) • B Structural framing plan ) • Bu cross section .. g ; NOTE if any utilNy Wg il Is to: b d one piny id� u permit app!lcahon Structural framing plans an d plans must be submitted • Washington St Ener C ode data : REROOFS Completed utility permit appli o cati n mplet g permitappliGation (o ne for each •structure) Coed building 1 iS (6) sots of site plans shoeing •utilities Asses Ac Numbe NOTE. Building s ite plan and utility site p lan maybe combine S {� Narrative describing existing root, m bein remov a . utility permit. application and • checklist for specific sub require ments ` ' m bein in Additional topographical and soils information may be required i t unique < NOTE A certification lette is require d p r i or t final In arld sign sito.condltions. off of thepemit r 1 1 ktt ' i7 " 7 r,!,r "ir94: , {' Jri,r�cr..�'� 7.1 L nt . : ':.,v • •if•. ","1!•,f ex t1± ''71E,'..� r � rv��` 4' p 'l':'v I tr.("; :4 41i..y .��`•.ts ' ; { S "}': J ' 7 ".;•• �Cu%HI°J'4� <`a^h" ^ ;.q,�a ,t - ^� ' 0 • i CC) � GENERA 25.00 4-A. !r *4 * *kA *4•AA•kA'k•kd �l k A "A" Athi<1'** �c: h*,l*4Ak t4 0 .1 i••*•A•A**A k hh ,� CITY OF •'UKW Reprinted: WA Reu in•ted; 00/29/95 11:42 'TRANSMIT TOTAL 25.00 4'fi•k•A ** *tA-A , N**A• krotkA* kA* h*. A4i< A**,.. i* i<•..* A•+ k),,A * *4,x* **A*AA'k•kA.*AA4k. *** *i< CHANGE 0.00 . , •CRAW$MIT Number': 9400283.4 Amount: ".5.0'0 0a/ F ig 1h5 11:37 5672A000 16:22 Payment Method: CHECK Kotation: TURNER pt ASSOC. nit: SLEI Permit Na: PW95-"00E19 Tepee PW -WME WAYER MAIN EXTENSION Parcel No: 032304• -9164 :rite Addre .E: 10828 EAST MARGINAL WY a Location: 10830 I: MARGINAL WY 3. ALONG BLDG WALL OUTSIDE Total rees: 25.00 This Payment; 25.00 Total ALL Pmts: 25.00 Ba Iancee .00 **k*• A.**#*A*: l**• 4A*** 4-.?•*.* A: A*• A*** k•k*A•**ir•AA•A *Ak•A***•k'.4AAA ** I.**** Accourtt Code Description Amount 000/345.030 PLAN CHECK m UI ILITY. 10.00 401/342.400 INSP FEE - F'LH /L1 /WME 15.00 Ya { , „ ir,f . + 1 ,.yf s it r : +., 1 yi�� tir Jf)v '•.:; t f . t i �� " ?EJ1 v { w 4 y� I () C) +0 GENERA 135.00 , k*A *A.***4.k** *A* *h kkkiv*A * *** *h *** *******Ak*4*Ir *k.47rrk *kA***4.A.***A'k GENERA B7,75 CITY OF 1 ;l.W, WA trif TRANSMIT GENERA 4,50 f ***hk* ** **** k* h AhA******* A**A* k* A*A.A* k *•A* *kk•1sh**ark*kAk**Ak*k:k** TOTAL 2 7.25 1RANSMTT Number: 94001911 Amount~ 227.25 03/03/95 15:34 CHECK 227,25 Payment Method: CHECK Notation: TURNER A ASSOC, Init: SLB CHANGE 0.00 `. a'' b ` /9 OG7OA000 14 :59 Permit No: 1395••0065 Type: 0�- BUILD BUILDING PER 4 Parcel No: 032304 -9164 Site Address: 108Qt LAST MARGINAL WY 5 Total Fees: 227.25 This Payment 227.25 Total ALL Pints: 227.25 ! Balance; .00 i : A A• k* A* A• kk• kh**Ak• k**• k****** 4* kA• k• A**14.- •k•h /rA•kkk,k*k *k *A *•k *kA * *kk* Account Code Description Amount 000/322.100 BUILDING .» NONRES 135.00 000/345,1130 PLAN CHECK - NONRES 87.75 ;.,,y: 000/386,904 STATE BUILDING SURCHARGE 4.50 , ' -• -., 1 1 _., r'� ' � }r ryu...+ 1 . b,St .rr'al.e r, fi i�,: e a�,n {,. w�''Srsi'�k' ` ` r•,k.. ✓.s ..�S:t<�..::.. Lin.; St- v4tt {ittn�{E `,,;}��uL.£4AY�.,r.:i�' Stt�l, ?'ri ji•! i�L •.z,4it ,rw:'n.tui,:: ,) is ,;::k:t t � ! fi 5 iwF.nt, « -:tr l +. ,.. i ' -• INSPECTION RECORD Retain a copy with permit lS - t� (a pY p (• INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter• Blvd., #100, Tukwila, WA 9818: i i" (206) 431 -3670 , Project: K r Type of inspection: NGA ) Address: Q kilikA Date called: Special instructions: Date wanted: ,� am. jl(D p.m. Requester: Phone No.: Approved per applicable codes. I Corrections required prior to approval. COMMENTS: _(IJ TiQA'Z`c 2 A fdNOP 114Ar ie-C r WAS GontC A Nro A •ial 1 04A1 of V'J\\ , `S1Aectg" • SfKoLE v t c'bo TtA c n vJ rc"l itr At-b9 Rs'ao 1r ' A 3 s r r4 +AU— s4114 Kv c-bct e-f) - .' A $ __. - W %Iry 0 %r S mu fW CAaG - 7 - nAtS visa �. .Qis) p>SW ti- .� I\ ••\Z•o(e G MuGN �� ..,o�„ ilk to' 114E t4E N`FN Q ► c■ A.,40 S'C/G CM.P 1 f' aSS 1 Inspector: , � I Date: 7 6 1 / q I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date:; X- .'a.inkrA:t4Wir!'1 +`c01/1 4 .AiatfiE i '+ ei liiy?!.i'tilati.+KikAi}!liWiti. C CITY OF TUKWILA Address: 10828 EAST MARGINAL WY S Permit No: 895-0065 Suite: Tenant: (CI Status: ISSUED Type: 8-BUILD Applied: 03/03/1995 Parcel #: 032304-9164 Issued: 10/27/1995 *********** Permit Conditions: 1. Temporary erosion contromeaSlires„:Shajlte_Implemented as the first order of b01,4ts off- site or into ex ist4,14-`‘Si or m dra n age facilities. 2. No changes wiii, to t p( atrs; unless a pp ikoV".e'd, b v the Architect or/Eiig i? Tukwi Ia Bu ild Divisthn. 3. Electrica)/Wmits*Ileopbe obtained throu the. State Div#AOn Labor alWelectri`CO% work wil0e / thspec*ed,IWthat,Agency (248'-.6fi3O) c IA 4. All me sh'all be' O'ermq)ismed% the CiW'of Tukaiv l Ag /4 k. . , o A 1"' 5. All pAtioq inspfction' apd approved pi aps s Iy,*1 1 b avai* site * se prto the start of a4Y, c�n- struWoryThetre documents all maintained arid abWq dnl Ona4 insWtion,a0r ovaT2is granted. ke\ 6. AnyplOw Cetfing gri is (x_ required to meet jateral.!647aCirig,redirements for SetSmiC 7. Patit*tion grid must be laterally , • - braced if over eight(8)CfeetY'.)n Tepgth': 8. Alt''r'acitorage re4Uire's.raSeperate!:permit through the City of Tukwila. StructUralcalCulationi::Sta*led_by a Washington 1 .:ItattA:,1tcenSed':Structural Engineer,'arerequir. s. tor radk.. storage 6Ver;etght (8) ,feet in height -,• 9. Any exposed ..i insulations backing Matei7 shall have SpreadAatIr4of'25 or less, and/piateri0 ha Ii bear identil0 ficatiOnshowing the fire performance yatingtheieof. 10. All conAtructtpn to be done in copforManCewith plans airequti*iients' the Uniform Building Cog*,:;:(1994 Edition)\* Uniform Mechanical Code (19924Afrit00, and Washington State Energy'Codey(4994'Edition). ' 11. Validity of Permit. The issuance of ,a permit or approval of plans, specifications, and computations shall not4i4, strued to be a permit for, or "anapOrOel of, apyy:4olation of any of the provisions of tliebuilditigcodePf any other ordinance of theA presuming to give authority to violate of this code shall be valid. 12. There shall be no Occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. . . . • ' ,', , '`, ' , ' ; ,• • , „ ,. , „ ,, „ „ ., , • • •,: • . , • , . ,, . • , .., , ,,` (.. WArER MAIN SI.TENSION 1/4 Permit No: PW95-0069 I s s ci t.3o : 10/ ' 7/ I 995 Status: ISSUED App Lettev: 03/31/1995 Project : KCI TENANT IMPR. E p i r e s . 04 i 24 ..' 1 9 9 Site Address: 10828 EAST MARGINAL WY S • Location: 10830 E MARGINAL WY S. ALONG BLDG WALL OUTSIDE DOCK ' , Parcel #: 032304-9164 Watercourse: Wetlands: Slopes: N • Sewer: VAL VUE Water: SEATILE Contractor License No.: , I E N ANT KC I ,..,• ••, • • • - .. - , .• • . .„ ., , .. • OWNER MCCONKEY DEVELOPMENT C/O HIATT DEBBItt..:74040 18TH AV.,;REDMOND-WA9.8052 , , ,- --,..„. ENGINEER ANDERSON, JOHNIa'BRK :!''. ":,. ; !:: Ph:) e' , ...„, „•.,, 2009 MINOR AVE E. i. :.,EATTL . E,. 1 W . P6H2981f1 1 .,':•,'•' • ,•• „ ... , „-. . CONTACT TURNER, JHOWARV '-':-., .ii'''Phs...!,neH, -;,.. • 13420 24TH PL NE: WASH 98155, '''. .0' -;,;.:•!., ' A.A. h h -144. 4 l e l e l e 4 . -A, . h h .k .A k..A::k •4 h,,•k A 4 h .4. :h .k . k. .4. !‘ .k ii fre A. l ',. k ** 1 * * 'A A A k ** ' * * , * * k * ** /4 itA •01 k4i':11! ii:h . h k ltlk k lel k k li 'It . 1: i . . . ,.( . ,'.,. • Additional PerAft DestriOtion . . • . , , „. .,... . RELOCATE ExrsT. 8"WATER DUE TO LOADING DOCK '":: ''' -::: , :••, -,-•,,. i ADDITIONTO AVOID CONFLICTI::WYTH FOUNDATION. , •,..0, „ y, •-, Existing SqUare Feet : - y,, , -''' Ad 0 i t lona 1 S tfy a re Fe ::„.i. . , New Sq0ere,Feer: ,;' ,,,..• - _ _ . . _, ..,' I',i -. InspeckyOn Fee : - Acct No:YY401/34 Plan Ch'e•Ck Fee: I:. :: '40:00' ' ,,,..:': : ..--, Acct Nb:OD0045830 •I 'Jt:';l, ....... .. • , . TOTAL FEES:: ,, _...,• - .25' . ..,00'. ,•„, :, , ,. •1,- . „• , „.. .• . • ,• ,. , .• -•- • ;ii,71 ,y , - King County::Valilation: . . ' Value of'Constructlion: .' : .4..h.h**0(** * *4.*4441, Ahk ; h1 f A* 4 *****Jc0 1 ;k'k•A**kkkick!z* . k..*.!1/4***k_kkhhAk . kkA . 4***klilchh'h4 . 4i******.k.k 7;. ,..ii I h ereby a c.c t,,, till 0 0,.el m t a n d a g r e e t ',, ;a b i 6 6" ,1 1*--e 1,5,p 1 i o a b e 6,6c G.1 0 iy0 0 f C i t y of T u l . , W , , k , 1 a';,Miti1 c iv a I C o d e . We a gr. 6 e:t.: ha•,t-(„t lt C i t'y •f :Tu l:: wi ih.,;.411 1 he he 1 d harm I etii.Of or ',a1;:1 Cr . any o I i ms er I s' th 9: t.-1.4 ,v• 6:411:J.: of. t h,i,s 044;i: t . Pe r m i t 5 , wh i c II' :,11 a4„e;illa o s ed beyond t h e e . . , : i . : pi r at i o,n, d pl•ti, \1: h a is1 r e cfoxiy ei .AV re reissuance of the pef 'tbeotitY at an'Ll'idditional . ,,,. ,' ? , . \ .....,,i- IL ?-},,, • fee. ' '•:‘,./ .1. \ A :, J. , , . s• / f ' • ..4 0 , f i i.• p •.; .:,, e,, . • ; .. THE APPLICANT MUST NOTIFY THE'C1TY INSPECTOR OF,,COMMENCEMENT AWCOMPLETION - .., — OF WORK AT EAST,2 IN ADVANCE„ ANilt4SPEOT.ON CALL 43'3-0179. ..• .,. ‘. ,,•• . , .,... . „ ,,... . ***R*** * *** T elc.***4 * 4,1 i 44 A* 1,444 *****V i el ,-44 / 14. A . 44* 4. k*klyk„*A4*tek4*****1 1, AlciitA*AAAR*Akkle.A. `-. -- APPROVED FOP ISSUANCE BY ' ',Y , IS:. - - • ----.:,:'•:::: . --:•::::,-....--- '-':..:""-:::•,,.!-:.-::-•...„,":"-- Issued BY: ..1-.:11J.Wali..4_g. )._ Date:10 - - L Authorized Permit Center Signature ** ***h** 4t hi t h**h*k*********A*****hh . k . kh . k . khA . kk*h* . khkichw*************hh.sekkh*****.** • I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date • . .. ':.:' e _. ; t•. ... ...., t'. ... n .,... ..,. .�_..•.,.,..�..._.....,... ....,.:., �...,...,,.» -.�.,. n.« „- „ri, ••uw.x�•... .rr./«. , :r:. :x�xo.r»�1•rrs3'' CITY OF TUi'•KWILA Address: 10321 EAST MARGINAL WY S Permit No: PW95 -0039 Suite: Tenant: KCI Status: ISSUED Type: PW -WME Applied: 03/31/1995 Parcel #: 032304-9164 Issued: 10)27/1995 •.k 'k k :k 'k •4• •k •k .k •k 'k 'A '4 4, •k 'k 'k k 'k 'k k :A k 'k 'k k 'k k k '4 4' '.k '' •k .4..k 4, :k 'k •k •k k 'k •k k •k 'i •k 'k '4 . .k .k 'k 'k :k '4 •4 •4• :k .k 'k '4 4 ;4..k k .4• '4• •S 4 k k :k •4 Permit Conditions: I. Temporary erosion c.�ntr :,•.' ""r. :e , . implemented as the fir'-,t order of b,'rsiirie ° to pre',rel)e.- s,e,t,iiimt, Lion oft- site or into i:.ti 11 - :.T. m.r ll draina3 e tai i1 ~ �4' •,r.:` .Y ;v • ' •..i ; .t: 1 - , 4; `try 4. .,,. . . 10 ;' A. . t , A 4, j ,r 1 . f ( , 3 , 1 2$ . e t ii. . �p u I' ":1. ,r V j < < I / J r r i j 1/ , 1,...5. , l �, ! >,) %, SS y�� }14 ) , a;; - fit' �" /14 '0/ , [7 1 „ , 4 S' 7., `Y 1 4 }! R t, �. 1' vy f . / 4 a *a 1. 'r� rf � � l 1 � i t �• ", .i: j , ,a �h I ::f •r a t °4 , 6t r, >: {f .•i "-•. 't, / �. �, '•b r , j ,,,„„,), , ,, .. , ( `a,— . L ,&• � Vei.i 1,6—..! it ...1` `i ` 1 • a . a v }' e ' 3 'k . : y t 1 r, 2 : . !a;'l'1'?. of : �, } i X„ t ti .; ' • 1 ;u; !� :f�' S } r 1 . i , .3';' -S f r i,l '"G ' ^ r ' • •4„t ft 11 u ,a t .� t t � a t , �a ;', M f .) V 1' , : 3 , i < j f E { ': 4 �� J i !, z ' ki,� f , '.,.11 of i , ; ' C L 1 > ti jj� t t 4 r ,. '. r� M a n �, ., y' � r. . t ' , ; ;I. G . ,. . - J1 / ' s •.i All Z. ✓3 ,'n - tY . . ' "e,N.,.. i:' -. • .. .. :J,.- .:4, iii+. r... u,` 7sf•. i2t ::................+,.,, t••..; u;^ M;! x X.*. l ':k: %t +•'M1'!`.wlY'A *A?`S.tC:Y.3 YY?5:'': war : ^ .p•;ki;x'LR•V",tIN..Y:'.:. 9 4 :u::..?^y?.Ut^Y:4RNih5nnr rra:' se�tmh' wUSM. n` a! rtR :::M:ai*!rus x•ri «.rvn.m .n., ....,..........,..«...,r C, 00(6 - ; ,, ,� ,�, , City of Tukwila l a 1St John W. Rants, Mayor Qm f �: . .� - Department of Public Works Ross A. Eamst, P. E, Director ' 1908 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: li g PUBLIC - WORKS ENGINEERING DATE: April 3, 1995 SUBJECT: KCI Tenant Improvement 108QS East Marginal Way S. Plan Check No. B95 -0065 Project No. P95 -0020 Activity No. PW95 -0089 Contact Person: Howard Turner . Phone No. (206)365 -7431 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON MARCH 31, 1995: _. . Permit Fee Water Main Extension (Private) 25.00 p d ._�.� Two copies of the - confirmed Utility Permit Application Form and approved plan are included in the building permit file. JS /jjs Attachments a/s cf: PW Utilities Inspector (w /copy of application /plan) Development_File (w /copy of application /plan) .. ... 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 City of Tut . vila AP # :- , 0 •-••• m ..' ,, •.:. ‘. k Fc15 07:1).0 Iar T •.\:$=„:'',„ Central Permit SAtem - Engineering Division : - if 0 a el ', 6300 SouthcenterElvd Suite # 10 0 , Tukwila WA 98188 Phone: (206) 933-0179 t, wo 044 1 .., . : .1 1 , tP\ f ilm . . / •'' / .. , 1:' • ..... I 4 . ... ..1 i . „ .. „., , ' ' : , iig .---- :.A( :: -, 1:.;'-i UTILITY PERMIT APPLICATION -,:p.: A ocbacii,:? ......... oRoJEcTi.::;:;,':::iik:::;1- .e cirlec3Akin-L, Lkoi scum :::::::.:: !mF,:.99m,:..A.:7::.: Name of Project: K- C. I -re.. to Ns-c 0. Q Property Owner: fix6c) 4 1'\'■ C C61..w...6m Phone .No.: 6S1 I 1(60 Street Address: 3' WY/Ina WO9. City/State/Zip: i t Lt.)-9. 101 Engineer: • . ‘11-06.-R,,,G_ ex5-51.1 (20-09 a -) 6 • Phone 'No:: **' t •• . Street Address: q.c:X../1 i'-'1/1 1 Ati S City/Stato/Zip:g.gyri Contractor: ksr 1..19(A) 461 Phone No.: Street Address: City/State/Zip: n , . 1 King Cty Assessor Acct #: O, 6 2;504 - lot4-• o C 9 ontractor's License #. Exp. Date: kal•■■■••■■•■=1. ; : • • : . • ...: . :: ,:: P E R M 1 T a::::::::'A'::::;:; 0 Channelization/Striping/Signing 0 Sewer Main Extension El Private El Public REQUESTED:i:::!:: 0 Curb Cut/Access/Sidewalk 0 Storm Drainage 0 Fire Loop/Hydr. (main to vault) - No.: Sizes: 0 Street Use 0 Flood Zone Control . X Water Main Extension 1`2fPrivate ID Public Qt,,;,c}5-0o?)cr 0 Hauling 0 Water Meter / Exempt:- No.: ____ Sizes: .--2,) .2, i/ os - t 0 Land Altering cubic yards Deduct C=I Water Only C] • 0 Water Meter / Permanent - No.: Sizes_ ___ 1 - ' 1 ' u 00 Landscape Moving an Oversized Irrigation — Load 0 Water Meter / Temporary: - No.: _ Sizes:_ Est. start/end times: Estimated quantity: Date: Schedule: 0 Sanitary Side Sewer - No.: 0 Other: WATER •METER; N ame: M-441 vi5A6_,0114t Phone No . QVI %l 2/0 . , ;. F . .mtiND/131: . :LIJI9j,21wlAdcop 6 ........ 1iti 6_,......____91ti-4tt0 y/State/Zip: T;;61,Lt5k,ttAX-r (4 M ONTHLY A::::;]::::: Name: it Phone No.: ::.,.SERVICE.:1;;I:::::::;:::;:::::::::::::i::; ::ii:BILL1f4GS:TO:140 Street Address: City/State/Zip: RWater CI Sewer ED Metro E] Standby El Single-Family Residential _ 0 Multigle-Famil Dwelling El Hotel 0 Duglex 0 Agartments . . 0 Other:. No. of Units: Cl Motel CI Triplex (3 Condominiums 0 Commercial/Industrial 12 Office N.Warehouse 0 Church ' El School/College/University ID Retail ID Manufacturing ED Hospital El Other: .....: ,." " " ,. El MISCELLANEOUS New Building CI Remodel/ Square footage of original building space: 7"( 5 4, • • ... Square .,:,: •.:1NFORMATIO'.: e: Addition Square footage of additional building space: King County Assessor's valuation of existing structures: $ . Valuation of work to be done: $ 2-Z) :./HEREBY:CERTIF:YTHArl Applicant/Authorized I Contact Person AggiaL$Igna r • • Mik _ • I r M. I II . rin .m- • SAQ-S" Print Name: 1-Act 11)(24315C. CITY OF TUK : ddress: Date: 7.)1 -R) 161 Phone: N 74 30 Tab Phone: Date Application Accepted: 7 - 3 Thcr itr carriEBate Application Expires: . q - ' 3 - 9.L 04/22/92 ) . . J ,, •. Milli AIM . SHUTLER roe 0 .<1RP/SrgIAL / 4, ®� . CONSULTING , , � �• ��// �WI � ENGINEERS, INC SHEET NO. ✓I'"' -( OF 1300 -114th Ave SE, Suite 250 CALCULATED BY 4 : 1" :4 . • DATE JT ' 5S • Bellevue, WA 98004 CHECKED BY DATE • (206) 450 -4075 FAX 450 -4076 SCALE 'Viv ' 11•": O i .0.. _ _ ip 1110 0 MD : a , , , . • a J ,o 1- . i ; ; ---&&-. Ak .'-'-- I � .._ 4.- -- N ire y 4 _ _ r? Z I j F � 2' u- 1- : 5 ; • s 5: j ' z . I ! • , 4 I �, Z 4._a , i 1 �- { le; L _(4, x� .-. _'_�!- _. _-_� _. _. ._.. . Y _.- -. .., _. . -. - _ .._.. . . . .... _ _.- ...- "_.- __ _•.__ -__ «.- __ 1 , �'• V � _ � yy � _. � i � i �,. n; ' a t e. . . `T- '0 ;/�; - V _ V W Q ti V ' ; . A\ . 0 , • II • IA At III f \ 1 T � ti io c A .7 — ..cwt•: 4! \ -... ' � ': \`' ' \"Y"1G- V _. ' . ' , l_r_ r _ r _ 7 _ , ,-Nk k , .. T' . 1 \ ........ .... ..... ._.. __..__.. L- _i . _' -. _.__ ._- ..__._ _. -_ -._ ... _ .._.. RECEIVED . 3 C ITY OF TUKWILA . - ,I \ ' • MAR U 3 1995 .. .. ` . . . PERMIT CENTER /`'— N VI „ a- b -----/ . 4 01 >! . , . . . . , . .. ... - , • ' . MIME . - CONSULTING JOB '- Z 11111111 Vali Min ENGINEERS, INC SHEET NO, 5g OF 1300-114th Ave 5E, Suite 250 CALCULATED BY .Q CI-4 12,1rt-S DATE 2 1 5 Bellevue, WA 98004 CHECKED BY DATE (206) 450-4075 1 " 1 t..-1 /44 .-... ..<7 FAX 450.4076 SCALE ( •"'"'"'—`,---"'" i 1 , . 1 i . 1 . i I ' . !. ..i. ; ' - 4 1 I 4 "---'. 1 1 1 1 ; 1 ; 1 1 1 I , ------------4--1....--l ._ i i 1 t ! t , ( -----i —:I-- —4.4.—.4_-_-1-i_t_ : . i ' 1 ' I I i 1 1 1 1 i I I ■ ! r...."- : , .__L _L, t I____ _..... ., — • 1 i I I 1 [ .--I ■ 1 I . I A, 5 i? 'i 1 11/4• I V! ___I i i 1 ---i.—}------ .,,,— rt a — s.s t , ..„ — 4 , 6 . ,.. --- & --, — . -----,—__i • r -- I 1 , 1 . , i i i I Ts' 1 I 1, • L 4--1 r _. ___, 4_ 1 -,-- 1 1 ; ; i .11 1 _ i i i..47, ,,,, .„.. • .,,,._&.: ' 0 2 ;,„ 0 ,i 2. 3 ; 9 --- . • • i ' 1 1 ' 1 1.. , --- - T 1 i I I 1 1 1 I _,..„... L ........____;_......... -, , . . , i i i , . g I ■ 1 I i ■ , ; 1 i I i 4 • . , 1 • • i 0 i ' 1 1 , 1 i ■ ' , 7 , ■ I ■ . ;.. . , i 1 ..••••• ' . . 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S S A,�C OF C / 1300 -114th Ave SE, Suite 250 CALCULATED BY , r 1 Y� DATE .2 '1 1 .4 ` S r Bellevue, WA 98004 CHECKED BY DATE oit: (206) 450 -4075 FAX450 -4076 SCALE 3/41 M c a { r y ( �i � 1 1 ,... T 0 ..,:lz,,, .-4-----1, h I f -4.� _ _ i �_ _ I __ _. I 3 + o 4w ;o @► f� s 1 iliali i , i 1 j n —1 t - -- - __. ;__ ___ i r_ _ ___1______ t - -- ! 'Q - _I_ .U.- _]_- ._ i __ -_ • i Z. s �._ �. _ _ i - 1 1 1 I 13 u 1 1 1 I I i I 1 0 I I i ti ' , 3 , 1 I S M L, \ • - -4- - -..,- —' -- *— \ ' __. �O :M Z..,- _..._ 't i �� I f ° r),..4 S 8 , I , Q , I 1 I ■ ,. � � i i 1 1 i ! j i i I _ 1 i ;� , •: i , i I f i I j I I I z I ; { i I I �. • .:: 3... , . . . • , ' - • . • .. • . . , , ' ' . , 111111141111111111E SHUTLER l'A Nt-V1 PARit. i I I -1. I f I 1.. . . --- - I' ---- ----i 1 - 7 ------,---- f - -- -I- -I ; ' - ° I - -! : : - - -4, -• - i - -1- - - -,- . ..i . .: . : , , I I 1 i t ! 1 • 1 1 , . --- - -I - -I- . --I- 1 - , - -,- - -, - .. - - . - 1 -1 ' -; - .' 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DATE J -Z - / b ' Bellevue, WA 90004 CHECKED BY DATE (206)450.4075 FAX 450 -4076 SCALE iln/oY • • I � o ; 1 y._._.. _ r Fu C��o ✓,Y. vu.►►I1/ r __ • , , - - , i . , : : . : . , i - . �� ' , • P 0 , III��✓ly , , S` E dill l x IV , } I : , l • , i ( - 1 t i 1; 1 i l - i ... .;. ■ .. ..__. ..- i .._ ...:. ..... ... .. .. .. ..._ ... _..._ _. ... ,. .. ._ 1 __ .. - - -. -- .-- .. _.. } Flo! WAR, , , � I t 1 . i . • . . . . . . ! . . , , i 1 1 ■ ■ 1 1 _ i j ' . , ., 1 , 1 , j EXPI 09 / 12 / �_ - SHUTLER JOB µC C2 J E'i PAak_ ' _M CONSULTING ®ISE ENGINEERS, INC SHEET NO. 5!.-) 1b OF 1300 -114th Ave SE, Suite 250 CALCULATED BY 7' l°� ti'�S DATE 2 / ZF f 9 S �, Bellevue, WA 98004 CHECKED BY DATE . . , Ij $19Vol Pto . 1 ikkiVi / 6 , : , , , , . V . i : • : 4, : EXPIRES 09 / 12 / • . , , , , . . , . . ... . . . _. _..... .....,._.... . . • •. . MINN AMIE OMNI JOB SHUTLER IA c- .-D SQ kk Lj PA gAr..- Illk III CONSULTING c 0 NJ - 1 1111111F1111111111111 ENGINEERS, INC SHEET NO. 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I ;SHUTLER CONSULTING ENGINEERS Job McConkey • Structural Engineers Sheet no. FDJJ 5 14450 N.E. 29th Place, Suite 104 Calculated by. Bellevue, Washington 98007 Checked by (206) 885 -4473 Date 02-2Z-1995 * * * * * * * * * * * * * * * * * * * * * * * * * ** * RETAINING WALL DESIGN * * * * * * * * * * * * * * * * * * * * * * * * * * ** i0E WALL, DESIGN CRITERIA.. Equivalent active fluid pressure = '35.00 pcf Equivalent passive fluid pressure =200.00 pcf Weight of soil =110.00 pcf Surcharge = • 2.00 ft. ■,•-/il Coefficient of friction = 1 0.35 Superimposed load on wall = = >lN0 Slab present to resist sliding =_= >''YES Slab thickness = 1 5.00 in. Width of slab resisting sliding = '10.00 ft. y , MALL & FOOTING DIMENSIONS._ Height of unbalanced fill - 14.00 ft. Depth to bottom of footing = ✓2.00 ft. Depth of key below bottom of footing = . 0.00 ft. Toe dimension = •12.00 in. �E� Stem thickness _ . 6.00 in. t l � Heel dimension .,18.00 in. 1 � , • '� b „ - Total footing width = - ft. tS Footing thickness = d 12.00 in. STABILITY( CH, CK. & SOIL BEqRING, Driving force - .1.05 kips _ I Resisting force = X1.35 kips Factor of safety against sliding = 1 .29 B wAUos roTN _ 01 Overturning moment = .2.52 ft. -kips Resisting moment = ' 4.06 ft. -kips Factor of safety against overturning = */1.61 ) 1 . 1 :4 Soil bearing = psf • _ ._._........_. ............. .tea ..... '$HUTLER CONSULTING ENGINEERS Job McConkey_ _ Structural Engineers Sheet no. FbN -6 14450 N.E. 29th Place, Suite 104 Calculated by Bellevue, Washington 98007 Checked by (206) 885 -4473 Date 02 -27 -1995 • FOOTI{iG DESIGN. Vmm,MR . Steel . strength (f y) = 600001 psi. Concrete strength (f'c) = 500/ psi. M.E_ REINFORCEMENT (Bottom Steel_) Required area of steel =.0.03 in"2 per foot. Vu = 0.81 kips tom- sc a AIL Vur Phi * Vc = 8.67 kips * *'No shear reinforcement req'd. ** e HEEL R INFORCEMENT (Top Steel Required area of steel = 0.03 in"2 per foot. u•� 44 44G2A4o" • Vu '= ' 0.91 Kips P g = 0, b t N /v4- Phi * Vc = 9.69 kips ** - No sF eL reinforcement reg'd . ** 116LL_DESIGN. • trxrr;t Steel strength (fy) 60000 psi. Concrete strength (f'c) = 3000 psi. STEM RFINFORCEMOT , • Depth, Moment Area of steel jft .) ( kip. -ft j .Ss4 . in..) 2.00 0.32 0.02 3.00 0.80 0.05 4.00 ,1.59 0.10 5.00 2.68 0 ;18 = # 1 46 7 l7,`i•t LA o,cv�M'7f1� Minimum area of steel is 0.14 in."2 /ft. FAO - or 1/3 more than shown above. Maximum area of steel is 0.67 in."2 /ft. .`.?? „Y F,�sr;,•wranmb r , au,;a n _ "' ' • 5';- 1WTtEP CONifA1IN5 ENGINEEP5 3otl.:Conit•y Farb _ _ • btructurai Engineers Sh:et c .i, Fb N'1 14450 N.E. 29th Place, Suitc iO4 C;iculated by . eellevue, Washington 98007 Checked by C _.._._ (200 685 -4473 Dete,___02-28- 1995._ tttzzxxtzxtxzsxrtxrtzrttrxt boc,t,l -- wki.A., '4c St.A8 • t RETAINING WALL USN:. • t ittttttttxxxt;tttttfttrtt; lb WE STRA�n) r DESIGN CRITEk1A. Equivalent active fluid pressure : 35.00 pcf / Equivalent passive fluid pressure ^ 200.00 pcf / Weight of soil = 110.00 pcf 1 y Surcharge - 2.00 ft. / Coefficient of friction -` 0.35 / "" Superimposed load on wall ) NO Slab present to resist sliding 1 YES -, Slab thickness - 5.00 in,/ Width -of slab resisting slidin: 10.00 ft/ Z 1 _ PI WALL t; FOOTING OIHENSIUNS. 6 r ' -• - Hr..lgnt cf unbFianced fill - 4.vR, ft.; % Ueptt, to bc cr of footinc - ,0 ft. Cleva of 1 bE ;01' cctto;. (,t toot,C4 - i'..•,' tt le , li , Tc; C?ri,Ei' 16; ` '..r., :r . . ' r �,� ..Stec ti 1 1 , C 1 lctcl toitt■rl: t.i`trl It. - Foot10 .:tri:t ga;1.:11 A-.(1 .!, VAL EirL {;;,, G:i'.irc to :: - lrr. F Etir i�<r, :- - t.. 1,: F :ctc. c' e ':t' aoatn t tlhC1r - I.. 1- _ a e toc,.+' 1 _ 'epr„rt: c. ^•.st - `.. t.., - ::: htEistir n.of.t: - .,,h: ft.- Factor cj £6fetti acairst cvertt+rrin" - i.5f •/ ' i 50:1beatin^ - 1E•1.i't . 41 • • • SNOTI.Et' CONSULTING ENGINEEP; Structural Engineers sheet n >. Fp,r• —Y 14450 N_E. 2 °th Place. SJitE 1(' Calculated by ee!levue, Wrshington 56007 Checked ty (20f) 885 -4473 Late (!2-,2E_-1 FOOTING DESIGN. Steel strength (fy) = 60000 psi, Concrete strength (f'c) • : 2500 psi. • • 10E (i3ot.tof Steel.) / Required area of steel ✓ 0.05 in "2 per foot. S4►As ac qe. v2P = D:ue.;. /c4- Vu 1.34 kips ootc - 5 As - o.to%Kt /c•s t4 ) Phi x. VC - 8.67 kips / ;t No shear reinforcement rec'd. 41 • HEEI_REIf;FORCEHENT (ToESt,eel 1 Required area of steel = G,02 ir.`t per foot, tAA- *4 Ai e 'IA" • • L. aS a 0.10 ;:- / F� Vu - 0,5g fiGE Phi # V; 5 kiss ?? �Jt Spar re;nfOrtert " rFY c _' strcricth f y = f (orcrstr strength {f 'c z $1EM )nth. Moaen' A;ea cf steci (k.c-ft.) rrc'dd sc ,C': i.'4 c' le .. S•(w 2. 0,18 tot .1 ' �c..xrbI s O ' 7A 1` / 1 e. OL Pinini are;: of steel is 0.:4 r 2 %ft. that (A oat /Ft h�zim':n are, of steel cl %o,s. cDP- T *APbriAn^1 coo IL6STg IbJeb co1-bi11Q .�I... y 1 &is P �I'Lo • • • • . :. . • ,. 411111111/1111111 ... ._, SHUTLER tAC-c.00r..e PA24-- • MIN - CONSULTING .13- — Mir Iiiiii . .. . ENGINEERS, INC SHEET NO. OF CALCULATED BY 1 CIA IVCVS. DATE 24 "4-6 / 1 5 1300-114th Ave SE, Suite 250 ' Bellevue, WA 98004 CHECKED BY DATE (206) 450-4075 if ' FAX 450-4076 SCALE _ . I , I • I i . . 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JOB .. , • d111110111111M SHUTLER n44-Gou I4EY • MOUE + CONSULTING INIV•IIIIIIIME ENGINEERS, INC SHEET NO. OF •;:' CALCULATED BY ,6 • DATE 2"; 7- 14;* . 1300-114th Ave 5E, Suite 250 (A, ." At!4. V" ' , ... .. 4 , 7 A- *1 - ill - 14 ,- -6, 4 / , , 1664 to I . • r F e, 11•1 , , ge „ • . . .. , .. y.......:. `. icc. .._ ! . .. ( 242 w. -- --]. -- -, -- --;; -- - - - - - -- - -- .: . , 1 V 6 alr 7) #/,14116) -Ox•s)/,,z2 ----04,. • : .• -4,- _ .4 ! , 1 1 I ,11..........— . . . A . 2:y. : - . aji.47 . 4 .. 4 4 14 1 0A. : # 4 • Z ! Oa. - :e4 i . . : . . .;. . - . . = A t if 6 o( IS) . , ' 6 . . : t . . " . . . . . • -r , ' fa. . . . . . .. . . , . , .. • . . _ .. _ . . ..,.. . . . . . . 1 . , --- , . . . . . . . . . . . . . . . . „ . . ' . . • . • • , . . . . . . . 11111111101111111111111. SHUTLER JOBA2---Led ' Mau . . -: CONSULTING Mill, 11111111111111111 ENGINEERS, INC SHEET NO, OF 1300-114th Ave SE, Suite 250 CALCULATED BY. 376 DATE Bellevue, WA 98004 CHECKED BY DATE (206) 450-4075 FAX 450-4076 SCALE 1 I . I 1 ' I ! I 1 ' 1 i ■ ! . t 1 ----1—.--.! -.-- I - -4- 1 I I 1 i I i I I I ! I ---i!---1._i_____________I : 1 , 7 ! • - - ', - 1 i - ' ; 1 -:: _ if- [ - t - ,4 49 Yd-sx. tr'- • . , i : , ‘ 1 1-----1--- ---- 0 4- .. - i ', - '' . --- , ! ___,. , i ; L,,o , 1 _____ , ......_, 1 1 i_t______L _i•. __„.. 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SHUTLER CONSULTING ENGINEERS Job McConkey Industrial Park Structural Engineers Sheet no. 1300 -114th Ave S.E., Suite 250 Calculated by Bellevue, Washington 98004 Checked by (206) 450-4075 Date 02/27/95 tats TILT UP WALL DESIGN $**t* ( Considering P-Delta effects per Section 2614(1) of the 1991 UBC ) Description Typical solid Wall ***** ALLOWABLE STRESSES AND DESIGN CRITERIA ****t User defined wind load = 20.00 psf Seismic zone (1, 2A, 2B, 3, or 4) ---) 3 Seismic importance factor = 1.00 Seismic load (v = Z * I * Cp * W) = 19.69 psf. f'c of concrete = 3000.00 psi Fy of steel = 60000.00 psi Percent of live load combined with seismic = 6'.00 % Maximum allowed overstress - 0.00 % Parapet height, height of wall above roof. = 0.00 feet Design height, distance between floor and roof. = 20.00 feet Fixity coefficient = 1.00 Uniform dead load on design section - 52.50 1 / ft. Uniform live load on design section - 87.50 1 / ft. Additional wt. applied to wall. ( ie. Stucco. ) - 0.00 psf. Eccentricity, dist from center of wall to load - 4.25 inches Nall thickness for weight calculations = 7.00 inches Wall thickness for design calculations - 7.00 inches • Depth to centroid of steel = 3.50 inches "light of wall - 87.50 psf. .night of wall on design section = 975.00 1 / ft. Total design load on design section = 1015.00 1 / ft. Allowable axial stress ( .04 * f'c ) = 120.00 psi. Actual axial stress (( Pw + Po ) / Net area ) = 12.08 psi. Steel ratio (As / ( b t d )) = 0.0027 Maximum allowed steel ratio ( .6 * Rho - balanced ) = 0.0128 Modulus of rupture = 273.86 psi, Modulus of elasticity ( Concrete ) = 3122.02 ksi. n =Es /Ec - 9.29 Cracking Moment = 26.84 in,-k st DESIGN SUMMARY tt Ultimate load capacity has been met for all load cases, (Mu ( Phi s Mn ). Service load deflection is less than ( design ht. / 150 ) for all cases. Area of steel ( 0.11 in "2 /ft) is less than .6 * Rho- balance in "2 /ft). Axial stress ( 12.08 psi. ) is less than .04 s f'c ( 120.00 psi,), • SMILER CONSULTING ENGINEERS Job McConkey Industrial Park Structural Engineers Sheet no. - 1300 -114th Ave S.E., Suite 250 Calculated by Bellevue, Washington 98004 Checked by (206) 450 -4075 Date 02/27/95 t 1 4 Bar 0 21.00 inches o.c. CASE I -A ( U = 1.4D + 1.7L ) 1 Roof ( M = P #e -- No P * Deflection.) Pu - 222.25 lbs. a - 0.23 in. As' - 0.12 in. "2 c - 0.27 In. Phi = 0.898 Ms - 0.60 in-k Icr = 11.50 in. "4 Mu = 0.94 in-k Allow. Defl. = 1.60 in. Phi * Mn = 21.52 in -k Service Defl. = N.A. in. Ult. Deft, = N.A. in. CASE I -B ( U = 1.4D + 1.7L ) 1 Mid -Ht. ( M = + P * Deflection.) Pu = 1447.25 lbs. a = 0,27 In. As' - 0.14 in. "2 c - 0.32 in. Phi = 0.889 Ms = 0.30 in -k Icr - 13.14 in. "4 Mu - 6.39 in-k Allow, Defl. = 1.60 In. Phi * Mn = 24,82 in -k . Service Defl. = 0.00 in. Delta n = 4.09 in. CASE II ( U = .75 ( 1,4D + 1.71 + 1,87E ) ) with 0 % Live Load. • Pu - 973.87 lbs. a = 0,26 in. As' - 0.13 in. "2 c - 0.30 in. Phi - 0.892 Ms = 11.99 in-k Icr - 12.52 in. "4 Mu 20,63 in -k Allow. Defl, = 1.60 in. Phi * Mn = 23.56 In -k Service Defl. = 0.07 In, Delta n - 4.05 in. ' CASE III (U = .75 ( 1,40 + 1,71 + 1,7W ) ) with 50 2 Live Load, Pu - 1029.66 lbs. a - 0.26 in. As' - 0.13 In. "2 c - 0,30 In. Phi = 0.892 Ms - 12.27 in-k Icr - 12,59 in. "4 Mu = 19.71 in-k Allow, Defl. = 1.60 In. Phi * Mn = 23.71 in-k Service Defl. = 0.07 in, Delta n = 4.06 In. CASE IV ( U = .9D + 1.43Eq ) No Live Load. Pu = 834.75 lbs, a = 0.25 in. As' - 0.13 in. "2 c. - 0.30 In. Phi - 0.893 Ms' - 11.99 in -k Icr - 12.33 in. "4 Mu = 20.37 in-k Allow. Defl. = 1.60 in. Phi * Mn = 23.19 in-k Service Defl, = 0.07 in. Delta n - 4.05 In. CASE V ( U = .9D + 1.3W ) No Live Load, Pu - 834,75 lbs. a = 0.25 In. As' = 0.13 In. "2 c = 0,30 in. Phi - 0.893 Ms = 12.17 in -k Icr - 12.33 In, "4 Mu - 19.08 in-k Allow, Defl. = 1.60 in, Phi * Mn = 23.19 in-k Service Defl, = 0.07 in. Delta n - 4.05 In. • SMILER CONSULTING ENGINEERS Job McConkey Industrial Park Structural Engineers Sheet no. 1300 -114th Ave S.E., Suite 250 Calculated by Bellevue, Washington 98004 Checked by (206) 450-4075 Date 02/27/95 *asst TILT UP WALL DESIGN tt *t* ( Considering P-Delta effects per Section 2614(1) of the 1991 UBC ) Description, Solid Wall w/ beam seat a*t** ALLOWABLE STRESSES AND DESIGN CRITERIA *t *** User defined wind load = 80 psf Seismic zone (1, 2A, 2B, 3, or 4) -- -) 3 Seismic importance factor = 1.00 Seismic load (V = I * I * Cp * W) - 19.69 psf. f'c of concrete = 3000.00 psi Fy of steel = 60000.00 psi Percent of live load combined with :seismic = 0.00 % Parapet height, height of wall above roof. - 0.00 feet Design height, distance between floor and roof. = 20.00 feet Fixity coefficient - 1.00 Tributary width for design loads - 3.00 feet Uniform dead load on design section - 52.50 0 / ft. Uniform live load on design section = 87.50 1 / ft. Concentrated dead load on design section : 5400.00 lbs. Concentrated live load on design section = 9000.00 lbs, Total dead load on design section : 5557.50 lbs. • Total live load on design section = 9262,50 lbs. Additional wt, applied to wall. ( ie. Stucco. ) - 0,00 psf. 'Eccentricity, dist from center of wall to load = 7.40 inches dr 'll thickness for weight calculations - • 7.00 inches All thickness for design calculations - 7.00 Inches Depth to centroid of steel - 5.10 inches Allowable axial stress ( .04 * f'c ) - 120.00 psi. Weight of wall = 87.50 psf. Weight of wall on design section = 2625,00 lbs. Total design load on design section = 17445.00 lbs. Actual axial stress (( Pw + Po ) / Net area ) - 69,23 psi. Steel ratio (As / ( b * d )) = 0.0034 Maximum allowed steel ratio ( .6 * Rho - balanced ) = 0.0128 Modulus of rupture = 273,86 psi, Modulus of elasticity ( Concrete ) = 3122.02 ksi, n = Es / Ec - 9.29 Cracking Moment 80.52 In, Ig = 1029.00 in, "4 at DESIGN SUMMARY ** Ultimate load capacity has been met for all load cases, (Mu ( Phi t Mn ). Service load deflection is less than ( design ht. / 150 ) for all cases. Area of steel ( 0,62 in "2 /ft) is less than .6 * Rho - balance ( 2.36 in "2 /ft). Axial stress ( 69,23 psi. ) is less than .04 * f'c ( 120.00 psi,). SHUILER CONSULTING ENGINEERS Job_ecConkey Industrial Park Structural Engineers Sheet no. 1300 -114th Ave S,E., Suite 250 Calculated by Bellevue, Washington 98004 Checked by (206) 450 -4075 Date 02/27/95 Of • 2 Huber 5 Bars Results shown are for 36.00 Inch wide section. CASE I -A ( U = 1.40 + 1.7L ) e Roof ( M = Pse -- No P * Deflection.) Pu = 23526.75 lbs. a = 0.66 in. As' = 1.01 in. "2 c - 0.78 in. Phi - 0.838 Ms - 109.67 in -k Icr = 181.25 in. "4 Mu = 174.10 in-k Allow. Defl. = 1.60 in. Phi $ Mn = 242.63 in -k • Service Deft. = N.A. In. Ult. Defl. = N.A. in. CASE I-B (U = 1.4D + 1.71 ) I Mid-Ht. ( = ,5 *P *e + P * Deflection.) Pu = 27201.75 lbs. a = 0.70 in. As' - 1.07 In. "2 c - 0.83 in. Phi = 0.828 Ms - 56.68 In-k Icr : 188.93 in. "4 Mu = 171.68 in-k . Allow. Defl. = 1.60 in. Phi * Mn : 253.26 in-k Service Defl. = 0.11 in. Delta n - 3.11 In. CASE II (U = .75 ( 1.40 + 1.71 + 1,87E ) ) with 0 % Live load. Pu - 8591.63 lbs. a = 0,50 In. As' - 0.76 In. "2 c - 0.59 in, Ar Phi = 0,877 Ms 56.87 in -k Icr = 146.82 in. "4 Mu = 96.27 In-k Allow. Defl, = 1.60 in. Phi a Mn = 194.86 In -k ' Service Defl. - 0.11 in. Delta n = 2.91 in. CASE III ( U = .75 ( 1.4D + 1.71 + 1.7W ) ) with 50 % Live Load, Pu = 14496.47 lbs. a = 0.56 in. As' - 0.86 in. "2 c - 0.66 in. Phi - 0.862 Ms = 75.51 in-k Icr - 161.09 in. "4 Mu - 132.42 in-k Allow, Defl. = 1.60 In. Phi * Mn = 214.63 In -k Service Defl. = 0.14 in. Delta n = 2.97 in. CASE IV ( U = .9D + 1.43Eq ) No Live Load. Pu 7364.25 lbs. a = 0.49 in. As' : 0.74 in. "2 c : 0.57 In. Phi - 0.881 Ms = 56.87 in -k , Icr - 143.74 in. "4 Mu - 90.49 in -k Allow, Defl. = 1.60 in, Phi a Mn = 190.60 in -k Service Defl. = 0.11 in. Delta n = 2,89 in. CASE V (U = .9D + 1.3W ) No Live Load, Pu - 7364.25 lbs. a : 0.49 in. As' - 0.74 in. "2 c = 0.57 In. Phi : 0.881 Ms - 57.44 in -k Icr - 143.74 in, "4 Mu = 86.62 in -k Allow. Defl. = 1.60 in. Phi $ Mn = 190.60 in-k Service Defl, = 0.11 in, Delta n = 2.89 in. CITY OF TUKWILA. 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISie)! SUBL,,iiiTTAL * * DATE e ll e l 1 PROJECT NAME C1 "fr, I )AS ADDRESS I e Lte) MAO-coth.04.. Uhe1 CONTACT PERSON 14-6..j199-P - 11)(4.)5CL PHONE 1 ,6o 5 74 ARCHITECT OR ENGINEER 744 PLAN CHECK/PERMIT NUMBER VI " a ekr 9 TYPE OF REVISION: ?C.A.,— C...twletir 1,..05-1-e61L. SHEET NUMBER(S) I "I' d sick) ercuoikt..) V61.406 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO 42)::$3 YR:NADI crt, April 5, 1995 Mr. Howard Turner Turner & Associates 18420 - 24th Pl. NE Seattle, WA 98155 Re: KCI tenant improvement. Permit application #B95 -0065 Dear Mr. Turner: Your permit application has been reviewed and approved by the Fire Department, Planning and Public Works. It is now in final review by Building Division. Prior to approval of the final review, a few clarifications to the plans and/or additional information will be required. The following comments are applicable: 1. Show compliance with the envelope requirements of the Washington State Nonresidential Energy Code. Refer Chapter 13, Sec. 1322. (also refer except 2). 2. Show compliance with the lighting and controls requirements of the Washington State Nonresidential Energy Code. Refer Chapter 15, & Sec. 1132.3. 3. Show compliance with Washington State Ventilation and Indoor Air Quality Code. Refer Sec. 304.1 4. Provide structural notes to define the concrete strength required, the grade of . reinforcing steel, structural steel grades, and the special inspections required by UBC Sec. 306. Provide these notes on plans. 5. Show compliance with UBC Chapter 31. Refer Sec. 3111. Please respond to the noted comments and submit two copies of any revised plans that are developed. Be advised that upon receipt of this new information, additional review time may be required. If you have any questions, you may call the permit center, weekdays, between 8:30 AM and 5 :30 PM. Sincerely, Tukwila Building Division Robert Benedicto, Plans Examiner 4 N) To: .ck Pace Rick Beeler From: oira Carr Bradshaw Dat :: April 4, 1995 Subje : Development Regulations I have not been a part of the review of the ab • : Development Regulations. However, Jack asked me to borrow a copy from so - • ne to review the Neighborhood Commercial Zone, which I had a brief opportuni • do. As I leafed through the docu -- = nt I noticed special reviews for Interurban ' • center By and Pacific Hy. I di • of have a chance to go through • : :: oroughly but ' uld schedule the time. y thought is that "special revi : • as not intended by the • mp Plan. All these eas are already covered • resign Review. What would • = more appropriate w•, Id be commercial de guidelines and transit oriented st- • . ards and guidelines. In additi ' n, mixe • • e issues will need to be resolved. To.: ommunity says it wants mixed use, • ut the multi - family recreational requir: • : nts could preclude this from happening. Other standards could as well. The 99 project will have implementa '- recommendations. I would like to reemphasize that I would prefer to wait unt' ose are done to suggest changes to the existing framework. Two additional are: of needed stu • - : the planned unit develo ment requirements /proces - for commer • as and a Master Planned Development pr' cess. . ................ \"5.:•11, • 4 City of Tukwila • John W Rants, Mayor a [V* 4 —1 ; ; 10,:• 1 Department of Public Works Ross A Earnst, P. E., Director .......... fitt '‘,„ NOTIFICATION OF UTILITY PERMIT ACTION . _ TO: PERMIT .CENTER • FROM: # PUBLIC WORKS ENGINEERING DATE: April 3, 1995 • SUBJECT: KCI Tenant Improvement 108c2% East Marginal Way S. • 'Plan Check No. B95-0065 Project No. P95-0020 . Activity No. PW95-0089 ... Contact Person: Howard Turner.., . Phone No. • (206)365-7431 . THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON MARCH 31, 1995: . . . Permit Fee . . . Water Main Extension (Private) 25:00* . . . . Two coPieS - Of tdonfirmed' Utility' 'PerMit .ApplicatiOn _Form and • approved plan are included in the building permit file. a/iis . . Attachments a/s cf : Utilities- Inspector (w/copy of application/plan) Development_Zile (w/copy of application/plan) . . • • .. • • • • •• • • • • •••••• • • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431:366.5 . . • s . , �..:,.s _��, 1':1, ; ?: F:`: at Mi a'N r ;tw 6 Vr,q'IDdT`tr CCIMkMa Wit?'+- vXa+.fawa+4?*+a . W 1 � / '' it • . City . of Mkt/vita John W. Rants, Mayor AI \_, ; -- tr . . ., ViN ?; Department of Public Works Ross A. Earnst, P. E., Director • . .. , 1908 • • NOTIFICATION TO RECIPIENTS OF PUBLIC WORKS UT: :LITY PERMITS All Public Works utility permits have a standard requirement listed on the first sheet: "THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT. LEAST 24 . HOURS IN ADVANCE. FOR AN... INSPECTION CALL 433 - 0179." This is being emphasized and brought to your attention "to an increasing number of developments where this action is not occurring. In some cases, construction has.not completed in accordance with permit conditions and City standards. ii situations where required notification has not been given to the City Inspector, the developer is proceeding at his own risk and may be required to-remove and replace nonconforming construction. •You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or requirements stipulated - For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITIES INSPECTOR, GREG VILLANUEVA, WHO CAN BE REACHED AT THE 433 -0179 NUMBER. Your cooperation in this matter is required and appreciated. • • • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188. • ' Phone: (206) 433.0179 • Fax (206) 431-3665 r. ... t':, 5... ...v. . ., . t. .l<... :.! t,. . `.F'1. .. ... .n. wr..•..,. ,..... r..x. rn. n. .+., .c,..,,.. w... ,..,,,, .rs t..x • � i ( p � ,.,,, c 4 # kFIRE D y of DEPARTMENT Tukw i la 8 444 Andover Park East j Tukwila, Washington 98188 -7661 (206) 575 -4404 • /908 . John W. Rants, Mayor A March 23, 1995 • • + Fire Department Review Control #B95 -0065 (511) • Re: KCI - 108d$ East Marginal Way South Dear Sir: 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, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in . the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor, (NFPA 10, 1 -6.9) 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 10.505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service,' (NFPA 10, .44"q w� Cit ( •of Tukwila �/ 0 y FIRE DEPARTMENT 444 Andover Park East p Tukwila, Washington 98188 -7661 (206) 575 -4404 • 1908 John W. Rants, Mayor Page number 2 4 -3, 4 -4 and 4-4.3) Every six years, dry chemical and halon type fire extinguishers shall he emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Manually operated edge or surface mounted flush bolts and surface bolts are prohibited. (UFC 12.106(c)) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106 - 12.111) 4. Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be • obstructed in any manner and shall remain free of any s City Of Tukwila � Q . FIRE DEPARTMENT • 444 Andover Park East p Tukwila, Washington 98188-7661 t (206) - . 1908 John W. Rants, Mayor Page number 3 material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) 5. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 3314(a)(c)) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler ,heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 4.1.3.2.1) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department • review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped • • • .. ,. .. .. .. .. .'.i r. .. ,. .. , .: rfY:`. ,r.. . .. .. .r. ., ..! .r .....a ...., -.. .... ,., -... ..., u..+ .. .. ,. .0 ,... ... ... ... -., . ..,.,x,.. «tr... a.u.<.rvry n... ... . sti pi ci Tukwila p y , FIRE DEPARTMENT . 444 Andover Park East 0 Tukwila, Washington 98188 -7661 (206) 575 -4404 • 190 .John W. Rants, Mayor Page number 4 with the appropriate level of competency seal. (WAC 212 -80) 7. Maintain hose station coverage per City Ordinance #1646 and NFPA 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1646) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1646) 8. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of NFPA 72 and City Ordinance #1646. (Visible /audible devices in all common use areas and manual pull stations per Wa. State Regulations for Barrier -free Facilities. (WAC 51 -20- 3100)) Local U.L. central station supervision is required. (City Ordinance #1646) The installation of wiring and equipment shall be in accordance with NFPA 70, Article 760, Fire Protective. Signaling Systems. (NFPA 72- 2 -1.4) Remote alarm annunciation indication is required if the control panel is not visible from the main • entrance, (City Ordinance #1646) (UFC 10.501(a)) When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1646) • • ra.4 4s ti Ci y of Tukwila . FIRE DEPARTMENT 444 Andover Park East 0 Tukwila, Washington 98188 -7661 • t1) 2 (206) 575 -4404 • 1909 John W. Rants, Mayor I Page number 5 All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau, No work shall commence until a fire department permit has been obtained. (City Ordinance #1646) (UFC 10.503) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 9. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) . 10, When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of U.B.C. 4203. • The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 42 -B of The Uniform Building Code. (UBC 4204(a)) 11. 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 10.301(a)) This review limited to speculative tenant space only - special fire permits may he necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. ',7`f .:�M. :si:.S�:.. :':,';� 5�, .,��)� 3'.;;r ti•' a,r r�:. ;. + „t:' :•t: r,:..r•,xrr:r: �nxir�;l ;� "..; 5:1:dVM'A.,. .” ° AVV.;:kr.”0, yk :l x',k•."t;^;:J• axn,•,,.,r,.,.. )4 n. v *.rxnatal.drRl xsrr.! +.ueKgscrr�r!!cTt aartnu �nrtt s >arr ce >r .V7 �L City ■ .. .te N� � City of `Tukwila p Z FIRE DEPARTMENT 444 Andover Park East p Tukwila, Washington 98188 -7661 N � (206) 575 -4404 X908 John W. Rants, Mayor Page number 6 Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D, file . nccl 4tAn SI + "x - ��`111 Our records indicate that on Apr 24, 1996, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number1B950065 Unless'you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Apr 24, 1996. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit, please call the Tukwila Building Divison at 431 -3670. Sincerely, / / Kelcie J. Peterson • Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 , _._._ ___ •, ,'... K � ::y 1Gdr r .. t f , ,... "1; +r�1•.�.:'Lku';; i,k. +i M 'x ...xe1X .. "4a4t", .`•nr7'iO4vt. +:' ry ,.q+;g;: + ?Vtsrwnras!msyray,Kx. rs sw+.< ax.. w. c...„. o-. r. uxw+ nwr+ nar�ttttxs. awa.•, en. rn< h-."... w. .— ............ OCT 12 '95 15:02 MMI SE -CES INC P.3 /3 , . rrfrr.• rr �� i��r� tr;:,, �_- r ��i�fr r . : �,: rJ .,l.:.�rJr.;.� „•,;,,._.._...__. r „•.. . _,. , r rJJrrrrJJJrr �tfL.� /2Y /! %r17 /, iiiJiirrsJJrr,�i •� yiri,�iir �rJ.�� /i : : r112i�iJ• }ir�J DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HE,REQN IS REGISTERED AS PROVIDED SY LAW AS A >;",• �.vy�j =ai..s • ' "r: } •. t; r . .., A, r:,•. ;J,..• +:ry • • «'¢i i.4' , ! +, !.. T'G.:S +.•• 4 ' • a •yt ; = " t• � . T * '71,' • f ! w. e 1 t. .•• ,' ' , • • bra' "f� T i 1 •ta .'•ir'w'• . r � l.• � . YA .>Mi .f w �.d' , ' • ` %$ y! � t i 2 + '.'. - 7 ,.Z "rte r «_ •, rl:;� . ••; \. ' N r F y yf•: a r. r 4 +r r �".' v ,� ;•; {" ,.' ;, 4• " ' �iF 'e Ty y . + N )FY STATE OF WASHINGTON e. ti}.:..'R..4J j i 1: 'T r te' !Z' ,, �i) Irs'• t�1`• f1 t f7 y•, J am. �.� )"'. /- Hr hly.�/u• I 400; 7�+�; - L 'T,1 �, ✓e r .! ,f. � $ ^ °f..,`�' �t ^� ��''A' �� y tS 7C'4:.v y'✓rf, 5s.';�e•Y.i• Y�.. T'I;��!d.'(i� t.,. i \� . \ j� wl� � ' ` " / fir "•I✓Y�i� .. 4. i�, �"' • i Jr.• • •.M Y \ • F825.052- 0(.913.92) lk i JJ .rrr /i.•!7l / /li7J•rrrry /rirJr,� i% DETACH TO DISPLAY CERTIFICATE .J • • • • RECEIVED CITY OF TUKWILA 0 . C 7 2 7 . • PERMIT' CENTER