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HomeMy WebLinkAboutPermit B95-0116 - GOODWILL - RESTROOMS, OFFICES AND LUNCHROOM4 f City of Tukwila I (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: Type: Category: Address: Location: Parcel #: Zoning: Type Const: III N Gas/Elec: Wetlands: Water: TUKWILA Contractor License No.: FOUSHAC1580D TENANT OWNER CONTACT CONTRACTOR B95-0116 B-BUILD ACOM 1174 ANDOVER PK W 1180 ANDOVER PK W 352304-9085 Status: ISSUED Issued: 06/02/1995 Expires: 11/29/1995 Suite: Type of Occupancy: STORE Slopes: N Sewer: TUKWILA GOODWILL 1180 ANDOVER PK W, TUKWILA, WA 98188 WESTINGHOUSE ELECTRIC CORP WESTINGHOUSE BLDG TAX DEP, GATEWAY CENTER, ROBERT KROESE 603 STEWART ST, #707, SEATTLE, WA 98101 FOUSHEE AND ASSOCIATES BOX 3767, BELLEVUE, WA 98009 PITTSBURGH PA 15222 Phone: 206 624-3210 Phone: 206 746-1000 *************************************************************************** Permit Description: INTERIOR IMPROVEMENTS TO EXISTING BUILDING - OF RESTROOMS, OFFICES, AND LUNCHROOM. Units: 001 Buildings: 001 Fire Protection: SPRINKLERED UBC Edition: 1991 Front: Left: SETBACKS .0 Back: .0 Right: Total Valuation: Permit Fee: .0 .0 229,000.00 7,931.65 ************************************************************************** -.144w 4,4_/6.1(16 rmiCCenter Authoriz Signature Date I hereby certify that I have read and examined this permit and know the same to be true.and correct. All provisions of law and ordinances governing this work will be complied 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 of work. I am authorized to sign for and obtain this building permit. Signature: __,477 Date:.6,��.9 Print Name: ___LOr.-%,_ ar lei-- Title: Saie.5i.__111t-1.� 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. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. ..... • i , ) i CERTIFICATE OF OCCUPANCY CITY OF TU1.WILA 6300 SOUTHCENTER BOULEVARD. SUITE 100 TUKWILA, WASHINGTON 98188 ' . . , . THIS CERTIFICATE ISSUED'PURSUANTl TO TRE- OF SE0T4m 307 OF THE UNIFORM BUILDING GdbE AT_THE'TIMEYOFISSLIANctjHIS STRUCTURE WAS IN.COMPLIANGEWIT,THEvVAIOUSORD4NANCESOF., THE ,COY REGULATING BUILDING CONSTRUCTION OR4US E AND ALL APPLICABLE CITY FIRE CODES. FOR THEVFOLLOWING: . ., Tenant: GOODWILL ‘.‘., .: , ,, ! perio t . No: 1395-01 16 Building Addressv1180 4NDOVERPK W Su i te Nti : • . P arcel It: 352304-9085 P CORPA*,-..---... ,',: (...."."-' - ',:''i , ,, • . it. ! :: ■: J iTo'qupancy:: STORE ... : , -.. fl,,0 \ :,,,-- , Occupant 7,Ldad: 457:..:,) Occupatib Group': Es, - .„!,..„1 ( -4.... , . ; ,. v.,- ) Type of .Const IVI1 s'::' ," . 1 .:,2-) ':. 1 .,'• 1 / : '.. '..../ , 01' •5 p, AN • : • ' C 4 , i y 1. 4 ji \ ‘ I ti„ , N VI , 1 -- ' -- -----:, 0 :-.1.10 V4 4., . .," , d.V.r , "'„ ••••e '10 '' INT.,:qpRe410: OEMENTS TO EXISTItt.? B IlvIN,3 ! IF 0 0 alg r ' R -- ,.. 9 .:4,44(:),FICcS, AND LUNCHR01. t B k,. •..1 \,,..„ 0 44' 2 ,„„ 17 . 0 . 0 . . , t'' • \'%/ 0 (m.".,"..to7/0IrI5"of ../.0 SI" ' w!! , ' 1 ,,, A 74 4,; A ■. !! .,11 ..!....... 2^...i.". . -.. • 1.- .-- ... M NVOFF I C I ALA, , . • 9 .•• 7 ' . 4 OAT E /7 , . . 14 '''' ''.' "ir a?, ,:i, f ( t ■ 0 ',' " ''' 4 / trtkE .. 4 AL , gl ii )Y if, `-,•;...'i,',,. ..,,,t,.s.',,,,,,,,;,,, , sLY THIS cERTIFicArtrOsir,.-EIE coNspxcuuti pOSTEDOW THE PREMISES • „.„...._,.....:„....,..,„___ . . . , . . . . . , . . . . • . . . • . . . . . . . : . . . . . . . •. . . : . . . . .. . , . . . . . . . . . . . . , . . . • . . • .. .. , . . . . . .. • • . . . , . . . „ . . . , . • . . . . ,,. . . „ • ° ��` CITY OF TUKWIL�' a. $ Department of CA., nunity Development - Permit Centir ' '`�" ° • 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 �d: 2 rsoa ,.. (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJ CT NAME NUMBER 00 WI L SITE ADDRESS SUITE NO. i I Co / I $() A ,[ cJ oU K i K cam) INSTRUCTIONS TO STAFF O Contacts with applicants or requests for information should be summarized in writing by staff sc that the status of the project may be ascertained at any time. o Plan corrections shall be completed and approved prior to sending to the next department. • 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. • 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. �IaAT DEPARTMENT DATE IM R /. COMMErNTS : :APPR+�1/ . BUILDING - g, � j CONSULTANT: Date Sent - Date Approved - Initial review �- i 15 5 0 � (' OU ED' ,FIRE r / 5�j'� _05 FIRE PROTECTION: _(,XSprinkiers __ Detectors %A_ ___ __ S 1 Ai J - - I ° -FIRE DEPT. LETTER DATED: ?' INSPEOTOR: . _1___ — _______ INIT. _ I / PLANNING ej> NING: IBAR/LAND USE CONDITIONS? (lYes No V REFERENCE FILE NOS.: __ INIT' 7 MINIMUM SETBACKS: N S- E- W. PUBLIC ' ti3ig5 5 - M °S UTILITY PERMITS REQUIRED ? Yes No PUBLIC WORKS LETTER DATED: WORKS INIT: ,t, J OTHER al= X BUILDING - ®n � 5- TYPE OF CONSTRUCTION' CERT. OF OCCUPANCY UBC EDITION (year): BUILDING - final review INIT: '.. . ". N 5P tL ! / Yes .F b tie (9 q 1 . • BUILDING .- f fir. q.j OFFICIAL �� r , + INIT: REVIEW COMPLETED AMOUNT CONTACTED OWING: ∎ O I1.J'' A LO—..!.1. DATE NOTIFIED BY:�� (, . -- /-96 S (init.) �'�-"1.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: 1� `161 0 (init.) 01/08/93 4 6,1 a1 74 m + ibi) Fes, Due 3 isswrixe, BUILDING PERMIT t# ! I i il . .. APPLICATION CITY OF TUKWILA — Department of Community Development - Building Division FEES (for staff use only) 6200 Southcenter Boulevard, Tukwila WA 98188 DESCRI AMOUNT RCPT # DATE • (206) 433 -1849 BUILDING PERMIT FEE • l 09 /.cY PLAN CHECK 8 , 7 ` ,., PLAN CHECK FEE • ( , /S • NUMBER — V BUILDING: SURCHARGE • 4�, Sh • ENERGY SURCHARGE' •.• APPLICATION MUST BE • OTHER: - • FILLED OUT COMPLETELY TOTAL . SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ / /BD ANt- ,Vic.g. f if ' • ' AJ. 4 zz' , DOo PROJECT NAME/TENANT ASSESSOR ACCOUNT # G00zaw��- 9 .52.:3o4 - ao "S TYPE OF U New Building U Addition Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) O Other: DESCRIBE WORK TO BE DONE: - r t.j4N - r - 1'1P. 'Z"o a.xt ST /NG 19, 84, SF to gNSE/ isci60 1S /Q l ` .JUILDING USE (office, warehouse, etc.) DFGic. / G✓/fieEHodre / ,:7»/(_ NATURE OF BUSINESS: .e USE pp„2 z -z WILL THERE BE A CHANGE IN USE? U No t Yes IF YES, EXPLAIN: !NW4NvUsE SQUARE FOOTAGE - Building: 83, Z 72. Tenant Space: /9 ge 0 Area of Construction: /9 g6,0 SF WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? cio No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER MvM piSTA9,A.rd / -0 PHONE 2 3 2- 7Sb ADDRESS 7900 ZP��+ St.. 310 ` e.pee 1444 / £ t ,,Fiz1 P98o ro "CONTRACTOR FovSNc.._ ,9-Ivc7 f}'S,soc. 7gfe. -Noe PHONE ADDRESS 26=0 1/9P7H /41' c . /p00 W4 ZI P9800 WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT �c,Qucy ,e AecgeirEe.r5 PHONE 6Zy- 32./ ADDRESS 6CJ3 S•rE 4 T S7 x- 707 J6- l Trr-e, tA/A ZIP'8/oy 1 Nf E? 1C RTi{~Y 7' fiA,T I HAYS R ... 4t!IO P A. Ml.. p..I I.S # PPI: #. A IC)D!1 ANk!;:) N+i ll TMk::SANI TL SE T w -: C� Alsip' BUILDING OWNER SIGNATUR - DATE V-/4 OR AUTHORIZED PRINT ME R asEg -f• K �p� PHONE ,2.y.. 32. e D AGENT ADDRESS 60 5i-E34. AT ST: ,# 7 4,7 CITY /ZIP 513977t/ 9t /0/ CONTACT PERSON p c LrA C- Se. PHONE y _3x.4 0 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 nevelopmQnt prior to application submittal. Contact the Permit Coordinator at 4133 - 1951 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 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 que . out our process or plan submittal requirements, please contact the Dep` r ' unity Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED APR 1 8 1995 DATE APPLICATION EXPIRES Iv( ~ I �� PERMIT CCNTC11 µ� ' 637557W SOBMITTAL CHECKLIST COMMERCIAL . . . , . . .. ,.. • .... • :,..: .. . ... • ... :. :.:.............. :. -:.•:..:.,..:'..: :.„.•.•..:.•:.::::..,••:::.....'-';.•:'.....---,„ NEW COMMERCIAL BUILDINGS/ADDITIONS ONS . , . ,.. COMMERC!AL O VOA ENTs .,:.: ',,,. 1 ::,,,.: :•:...,:::-..:. :...::: , ::.....,..„,....:, fk sbUcfure) ',,:: •• „:.[.:: te p t i ) e . i . ed : :: ,.... 1 . N ..:.. .ifdi , :n : for : 0 a cb structure Completed building permit applica don (one or each ::...''... - .'..': ' . ' EJ Assessor Account Number ....' • : •..:: ••• 7 :: .7 17 , '7 .;..: f ' C.A84!4,(1r /c°PPi•.! (2)' sets of COnstruotion piana, Whichfnolu e...,,.„. „.....; ;; ... . . . . " ...... 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':.:•:,••••• . • . • :";:•:''';•:•••••: .......': ••••••• .. • • • • • • • INSPECTION RECOR i3 Retain a copy with permit al 1 6 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION � 6300 Southcenter ro (U Blvd., #100, Tukwila, WA 98 ; = ` (206) 431 -3670 ) d type of Ins.:.. r �. w;1 1 • Address: Pic r:,e ::.: — C( s ,- Special Instructions: v / Date Wanted: ` W 7 /(4 l i g am. .m�. Requester: f ( Phone No.: c i ` U ( O s Approved per applicable codes. O Corrections required prior to approval. COMMENTS: 1(A) „D • Inspector: �� -;r� � ice....✓ �"_"N... [3ade: ", ❑ $30.00 REINSPiCTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectir. Fr e. ...�.. ._......._. c...a J•._.•..,+__ rte..: t _ -2 'INSPECTION REC Retain a copy with permit . - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION \ N, A 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ; sr (206) 431-3670 Project5 cr A ). - Type Inspection: Address: M VC( Date Called: — 7 / 5 / 1 5" Softie! Instructions: J. Date WantedL. am. Requester Ph" Na: C I 0 El Approved per applicable codes. E Corrections required prior to approval. COMMENTS: I) p- r,, 9 r.(1 Avy. 14*-4rl-a. 2- PCSr „ rs.ro :-STO 1.,PrOsE •P-A est.] -1‘re..1\ vtiF itA 1"* C3c&iL 6 1 t5C— S. 3t'J' (E. Lc • Id' Ai Pi ksi geleV 1.4C.1 TtAC AAAfti EYT AAb IAA NIA-a-ogrot..5” whfc11 .S tro St 14.13t411/4 OR-- -efF [inspector: (-111:7 1,...L._ Date: 1 1 (1 o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ee cept No.: , Date: 1 . , . • '• • .4q., woalls . OVActtanaktkidititie;gaattALas1641.1ttA ' INSPECTION RECORD 4DX Retain a copy with permit 0 1 I b •- - e l 1 0. PERM' NO. • CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Proj ect r e 2,D0rAW f 1 117° Fl‘ rICL t Address: 1 0 6 n d over p .Date Called: c a Special Instructions: Date Wanted: • 6 LT" Requester Phone No.: 949- 05a ' IA Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: nspector: ere: 6 51) o $30.00 • EINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ipate: I I Receipt rt M ' INSPECTION RECORD e t a �" `; Retain a copy with permit 011 .F CITY OF TUKWILA BUILDING DIVISION 1, 6300 ro Southcenter Blvd., #100, Tukwila, WA 98188 9 ■ (206) 431 -3670 x ect: -'CQC� V� 1 (� YPe o ns.:.. n: t nil.. ` , Address: Date Called: 1 1 riao over rte / 'l �i.s_ Special Instructions: Date Wanted: G O� liq 5 am. ∎ .m. IP Requests ;- or ., PtaneNo. :9 4a M 4 0- .. ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: , -. , 7,, � . -./ d 1 �.'� / _ ✓i�71�' �� fr ../4 _,721 /re<1. J 7 � ' `�' i-j.ei 1.4-,/ - b ell j S . /7'3/ - Y79 . t , ,..„ 1 ,nspect or: (.4,,, Dade _. >-.� f ❑ $30.00 REINFECTION FEE ECUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [ t. I Reoept No,: Date: L:.r.as.r..r.... .. »satAS'aki.. _ .. ... _... ._ ,....._ ..._... • ...,.J....: »......_._.,..•._._. . w�. -. _.,. _ 1 , • i A fr t �, y; �r ; INSPECTION RECORD „{ INS � NO. Retain a copy with permit 4tllr ,, i • • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 isa (206) 431 -3670 'f P roject: W ) ype o Ins n: rasa: \ 50 • f Gi over Q F-- : a Re( rl Special Instructions: Date Wanted: �O / 30 l aS am, Requester r t° • ,.,,Approved per applicable codes. A Corrections required prior to approval. COMMENTS: .2.P - I c� — o2-7 / A-/ -C-4--_ Inspector: C.f azir Date: ❑ $30,00 REINSPECTION » EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J Recett4o.: l e: � •` a4t Ai �y,d �ya"c *: '1Xri! Yl�s is t@ t r��S 2 .. ... . ... .- ..r .nl'. .. .,.. ... ..1.:. ....f.. 4. �..e .4 -.... s: L..`... e.... r. :i:.$A r ...r .. ... ... .. t.._.l \k .n..r. r.... 1' .. .. .t t...,n a..,. .. , e • INSPECTION RECOR e5 ,�� Retain a copy with permit 011(0 `S • E 10 ' 0. PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Nu o s . Ai (206) 431 - 3670 •roec' ii d ype o nspection t M • l nc 11 ress �:: •.:� � � . ( r.* ,� %kr. a . ► A i ..stir Special Instructions: Date 'anted: a I 'mem, Requester: `;" Ph°ne •.. YIP 4/1 -10 S -- ❑ Approved per applicable codes. Corrections required prior to approval: ' COMMENTS: • •,1 '.1 Inspector: Date: P.—. ❑ $30.00 REINSPECTION F r REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recekot No,: Date: 1 ,'',;: it � .. .. .w... .._.... ... .a .... L.a { .�::. . ... ..'l .. .. . a�.t .... y .! � tt .Y {._... ... ., v.i. .i r ..... .. .. .. •�t[ t INSPECTION RECORD n. o ► ► (p Retain a copy with permit `SP • ` 0. •ER 0. CITY OF TUKWILA BUILDING DIVISION f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 - 1761747 /� Typo of Inspection: C_�c. c ,FJ �14 Address: r Date Called: 1,4 Special Instructions: Date Wanted: Can i p.m. Requester: Phone No,: ❑ Approved per applicable codes. 14 Corrections required prior to approval. COMMENTS: 4110 7 e.#0.0",p, +I JAI -4 2 7Ji 4 ("OA if c,49_,,,r7->ii. • { nspector: , Date: jp.ip ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectiori 44 I Receipt No.: Date: . c ♦ : y. r, ........�', n �` INSPECTION RECORD — � Co 0093 01 1 { Retain a copy with permit p r \ \ 1 \0 k :ur 4. CITY OF TUKWILA BUILDING DIVISION It (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila, WA 98188 lite 'ft ra e c t : � � W W 1 1 type of Ins.: «ron: r\ a; 1 1 bx Address: , l SU /1 t"�t.� w�,r � v Date Called: 61 13 ics- Special Instructions: 'f Date Wanted ----�� /i� am. ED Requester( Phone No,: Q Li c k Approved per applicable codes. ❑ Corrections required prior to approval. • COMMENTS: r . • Inspector. Date: Lis ri 1 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. [eceNo Date: 1 - , ' „ , '. ' ' ',.': „I'i - .;, ,r ,..., , .: ,..' ' •:,; :,": . ' , ' t :' `I' i' 1 ' ' ''' ''' '': ' ' i' : ' ' M • INSPECTION RECORD 1111 Retain a copy with permit i r 1 0 ) ( CC, i Eat • , '0. PERMrr NO. P CITY OF TUKWILA BUILDING DIVISION \ * 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 1 770767:(3 \iv i 1 i Type o nspe n: T --- I rrarn I il( / Address:1 1 55 .0 A 0( A , 0 ve v . e Date Callethe / 1 ( Kis Special Instructions: vo . Date Wanted( 1 1 3 1, Requester: epic pc- Prone No.: ay o k...„?.. Li 0 5 g Approved per applicable codes. b Corrections required prior to approval. ... . COMMENTS: . • 1 , r .. , . . I Inspector: 6 S k L.2.... ___ • Date: 6 (/3/ E.I 140.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r I Recept No.: Date: ,,. i l t INSPECTION RECORD 9 Retain a copy with permit •• • ` • PERMR No. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ��„4 (206) 431 -3670 Type of Inspection: �+ , Address: 1 P3 Date Called: q , Special Instructions: Date Wanted: (;) 0 , p.m. Requester: Phone No.: y0 ?, Approved per applicable codes. O Corrections required prior to approval. COMMENTS: , • • • Inspector: am , L. L. i / i L �i I Date: C i ❑ $30.00 REINSPECTION FEE&WIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Recept No.: Dale: ..sreefir.,4,00,4041.u444..k.aokserit..xx440ftoexetVagetir .,• } • . z ; r ‘ ,1111 INSPECTION RECOR Retain a copy with permit olap . PERM` No. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1.-- •4 (206) 431-3670 .4ttfir • ro ect: ype o n3. .• I rem V A. Specie nstruct ons: Date "ant:.: q , p.m, • equester: • • / Phone `o.: K Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' 1 • cf: • [inspector: B., 0: n Y ) 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at =. 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ace N o .; fr. 1. INSPECTION RECOR : ✓ S .A. Retain a copy with permit 01 1 PEcTI0 lo. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ` *' r (206) 431 - 3670 rem: I ti. Ala . V er I L iiiiinb Special Instructions: Date anted: Fr d p.m. Requester Plane No.: ci L. (Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' f l d t n; t,JA't.c [x C L/L- ' u r A o/L-5 • ( ( � . nspector.ellip Date: f ., Q ' t1l J ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd.; Suite 100. Call to schedule reinspection. I Receipt No.: Date: . n Arbwluaarst s. '.Y.►t.AatWLZ.• UrsieNtO /lsotailired l}A .` ii aia ..a. !�+.t • .. . Y.y7lydr.� f MYAM�. W Y�G 'WO INSPECTION' REC6R , i `t 1 � . Retain a copy with permit ©1(� a A,, 1 SP _ • N O. PERMIT N0. A° CITY OF TUKWILA BUILDING DIVISION SA 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ohl (206) 431 -3670 ` 'ro act: ^ ',,,`' C�v(� 1✓3 I) YPe o nspect on : .1'Y► 11 ./Gt Address: t F50 r , ry i o ve Date Called; / / �, . �.J Special Instructions: fit Date Wanted J W �1 C : I am. , •.m. '.; / -') v Requeste p ; Phone No.: „, L‘ tf)_:: c I ❑ Approved per applicable codes. \ p Corrections required prior to approval. COMMENTS: ' ” \ MAP , .. : I irmy A. i ■ 5 kr1vlC7 4 7L 4 /! LOC. . 6)S.A0...ir 7.4 1- i.,P.cr, 'S t.) �i Vic%/ r �� �' � �i.,i S r�z., �-4� O to p h bU� , ,`/ ve—< b A 40 - / o : rr - ,1 � / (lei / 4 i , *,:, - l y".P j /J ' , ! i ■ '...,.i .ar *1.. ,. I Inspector: ` Date: / C .... L....7 if I i ��7 D ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i I Receipt No.: Date j ` , i, v i, 0 n 5 ; lk* l** lk *k, 4* hkR:4k Air•kh *••lr,lhhkAklkk*hiltk A* 4 *,lklhk *4hkA4,4h *4kkklkkA GENERA 709.15 fi t::) T OF TUKWJ;LA. WA 3 tt(i N ;iM1 : 1 TOTAL 709.15 h*• A**• k**• k*A* A kk• AA• kk* k* Akk*k hkkh' kA* k k h kA k *k * *k * *A* *:1 **Itk CHECK : 709.1 FRANSMI1• Number: 9400:.'1 Amount: 709.15 04/10/9 x91:29 CHANGE 0.00 Pavmeht Meth d: CHECK Notation: GOODWILL Irpq /t � /,35AU 2065A000 16:30 Permit No 695 -016 Type:: 0- I3t1ILD BUILDING PL;Rt4I1 Parcel •No: 352304• -9005 i3ite Address: 1160 ANDOVER PL( W Locution: 1180 ANDOVER PART( W fatal lFees: 1,004.b5 This Payment 709.15 Total ALL Fiats: 709.15 Balance: 1,095.50 * *01440 ** *4444 * *4k*hk*AA *4 **k*l`4 * * *. 44.* a•4* * *A* * *Ak01 * ** * *A•fi,l * *0 +;** Account Cade Description Amount 000/345.830 PLAN CHECK - NUNRES 70'9:15 0 c GENERA 1091.00 tkA***A *:.kk*A*•* *A*Ak*•hkkA•k:h **fi•/ ***kJ*tA *k *k•A•4**** ******k GENERA 4.50 CITY OF TUKWILA, WA TRANSMIT GENERA 6127.00 *!* * A**** k**** * **** *A *A** *kA*Ah * ***k ** * * * *A kA *•k ** *,l **kA*kA * *•k *k TOTAL 7222.50 TRANSMIT Number: 94002384 Amu4 my. 7,222.50 06/02/95 10 »55 CHECI( 7222.50 Payment Method: CHECK Notation: GOODWILL INDUSTR Init» SAO CHANCE 0.00 ... _..., .... _ .... _ _....... �...., ....... 3234A000 16:09 Permit Non 4095• -0116 Type: H- OUXLL) BUILDING PERMIT Parcel Na n 352304 -9085 S i t e Address: 1174 ANDOVER Pi, W ' :;: Location: 1180 ANDOVER Pl< W ,F , Total Fees: 7,931.65 This Payment 7,222.50 Total ALL Pmts: 7,931.65 Balance: .00 A 4 * *A*A * *A *** *k*A *A• *A* *k0 ***di* rot***I t**1 eA* i *A **••k* **011iAll* * *11 *•A•A ** Account Code Description Amount 000 /322.100 BUILDING - NONRES 1,091.00 000 /386.904 STATE BUILDING SURCHARGE 4.30 104.367.000 • REV FROM PRI /MITIGATION 6,127.00 xd ... AA14_.a:, Se..1..., I. 7 , . i . V2S.[ :ialt751Y.....r4 . ira 1 ` S.t ,.� dtr_ ..tf1t :f AY'Sr.. i4i;Stlf tCl. '1.'il'.; t. .GAr.1 JA + 4 iu'..i.diiia��`.4 idA21,1,tai;is; r'�r�S.:.1f :,*•tti ;',"G:.�t'.k +,cdra ! � ,• . }A trin.r.r Tri,"ro rz - ^ r . r . rg r . ` i.�+ '�.:' a x 4,7 ,?7 ^ a. , "..""' "t." -P . i i y� �l t Q Tukwila John Rants, Mayor -- iy ...,„ 1 �' J J y ;Q Q; �'r ., ( \, 2 = Fire Department Thomas P. Keefe, Fire Chief ', , J R * ,,..�r� r W. 1908 1 `I TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. ` - f// 40 Project Name r // Address //g (// J A .(1C/ r'ci/ P4 tit) Suite # Retain current inspection schedule A Needs shift inspection r X Approved without correction notice / Approved with correction notice issued Sprinklers: -S Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Z-7 %- "---)0/14,--3Z Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.44139 CITY OF TUKWILA Address: 1174 ANDOVER PK W Permit No: B95-0116 Suite: Tenant: GOODWILL Status: ISSUED Type: 8-BUILD Applied: 04/18/1995 Parcel #: 352304-9085 Issued: 06/02/1995 klikkk*kk*101* Permit Conditions: 1. Occupancy Permit shall,notineediA,SEPA mitigation for traffic impacts ,JSpai&. 2. PRIOR TO FINAL SA-36OWAPPL„ICANT SHOULD SUBMFTMETRO SEWER USE CERTIFICATE To woks FOR PROCESSING. 3. No changes wirAlii`e mai;ieihi)lanS6iplesappro■■ad,by the Architect or. Engineer —an`d the Tukwila Gui 1diyg D I 4. Plumbing perrnit s be obtel he'd 'through the •Spatt 1 es4.hg County D,aWtmero Publ'tc Haattp. Plumbing w11,144, inspecta*by4that'agenty, inci16.600.all gas piping , (296-020. 1‘, 5. ElectflAialS shaltbeobtained' through the',WaShington" State Division of'Laboy..-and IndustHes and all ele'ctrf6a,P I. work,Will : by that agency (248-6630). 6. All mechanical work shall-be,linder saparate permit issued by / the City of Tukwila., 7. All permits, inspection r'eco,r'ds, and approved plans OW he - available at the job site Prlor any con*- . These documents are to be maintained and avail- ablntil 'inspection 'ap:prov,alls 'granted. N■ 8. Any grid and:11ght fiAure installation ts regOii'ed to meet lateral 'bracingrequirements for SeiSmi Zone 3. tdf' • 9. Part\ttlon-w01s attached to ceiltng-grid must be laterally 1;11 bracaOfer eight (8) feet in ilangtn.L', 10. Any e*Obsedinsulations backing materia;Lshallhave a Flame spreadtingof25.or less, anl/paterial Shall bear ident) , ■ f cati oh, showihg the. f ire perforTance rating thereof 11. All construction to be-done in conformance with approved plans andlluiilaments o`f the Uniform Building Co.00190: Edition) as'AmendeC UniforM Mechanical' Code (1991 Edi.,tj0), and Washington State Energy Code (1994 Edition). 12. Validity of FqirM The isspanC,6f,a:;permit or ,op of plans, specifica and comOuOtfaT*shall not to be a pehi0;tjor, or an approval of, any violation of any of the provisIonsof,the00.1dinmccideOr of any other ordinance of the fai'iSd10.1.0.6No- presuming to give authority to violate or cancel the provisions of this code shall be valid. 13. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. • Y % 3 0 ICBO Evaluation Service Inc. r„ A subsidiary corporation otrthe International Conference of Building Officials EVALUATION REPORT Report No. 1715P Copyright Cr) 1993 ICBO Evaluation Service, Inc. September, 1993 Filing Category: DESIGN —Steel (038) STEEL STUD PARTITION AND JOIST SYSTEMS Association, Stud types, minimum depth and steel thickness shall be con- ANGELES METAL SYSTEMS sistent with those described therein. 4817 EAST SHEILA STREET E. Tables and Details: The booklet entitled "Angeles Metal Systems," LOS ANGELES, CALIFORNIA 90040 dated September, 1993, is distributed with this report. The following I. Subject: Steel Stud Partition and Joist Systems. tables and detail sheets are part of this report: 11, Description: A. General: The steel studs and joists are punched and Table No. Items Page No. roll formed in various depths, with the following minimum base metal I Structural Properties of Studs, Joists 3 thicknesses used In design: and Track, Member Type Minimum Design 11 Allowable Nonbearing Partition 12 and/or Gauge Thickness (Inches) Heights, In Feet, with Flexible Finish No 26 0.0172 (L/120). No. 24 0.0188 III Allowable Nonbearing Partition 16 No. 22 0,0283 No. 24 0.0219 Heights, In Feet, with Brittle Finish No 20 0.0346 U240). No. 18 0.0451 IV Allowable Nonbearing Partition 20 No, 16 0.0566 Heights, In Feet, with Brittle Finish No. 14 0.0713 (L/360), ' No. 12 0,1017 V Allowable Span Lengths (Feel) for 24 No. 10 0.1285 Purlfns and Joists, Simple Span, (for Steel sections are formed from steel having a minimum 33,003 psi yield Total Load) Based on Flexure. . ( point (ASTM A 446.83 Grade A or ASTM A 570.79 Grade 33) for thick• VI Allowable Spans (Feet) for Purlfns 26 nesses of 0.0172 inch through 0.0451 inch (No, 18 gauge) and minimum and Joists, Simple Span, (tor Live 50,000 psi yield point (ASTM A 446.83 Grade C or ASTM A 570.79 Grade Load) Based on Deflection 50) for thicknesses 010.0566 Inch (No. 16 gauge) through 0.1285 Inch Vii Allowable Concentrated Loads 29 (No. 10 gauge). Galvanized coating complies with ASTM A 525.79. Sec- (Single Member) tion designations, properties and dimensions, including web punchout dimensions and spacing are set forth in Figure No 1 and Table No. I, pages Detail 3 through 11 of the accompanying booklet, dated September, 1993. Mem• She No. Items Covered Pap No. ber designation includes gauge number, member type and web depth, as 1 Web Stiffeners for Studs and Joists 32 noted In Figure No, 2. Maximum web crippling and concentrated loads are 2 . Lateral Bracing Details 32 noted In' Table No, VII. B. EC, SS, HDS, XHD, XXHD and S Series Nonbearing Partition F. Identlllcatlon: Each stud, Joist and (rack is Identified with the Heights: Allowable nonbearing partition heights using EC, SS, HDS, XHD, manufacturer's name (AMS), 1080 ES Report No, 1715, minimum base XXHO and S steel stud section properties only, are noted in Table No, it metal thickness and 50 ksi yield strength, if greater than 33 ksi, stamped ' for flexible finish and Tables Nos,111 and IV for brittle finishes. Continuous onto the web section at 24 inches on center. lateral support must be provided for both Stud flanges with wall covering III. Evidence Submitted: Descriptive details, allowable spans and cal• Or bracing Complying with U,B,C, Standard No. 27.9 and minimum attach- culations in accordance with Acceptance Criteria for Steel Studs and ments In accordance with the code, See Detail Sheet No 2. Joists, dated July, 1992. C XHD, HDJ, FJ and XFJ Series Joists :Allowable span lengths for sirn• ple -span joists having various spacings, dead and live loading conditions Findings are set forth In Tables Nos. V and VI. Span lengths are based on flexure or dellection criteria. Continuous lateral support must be provided for the IV. Findings: That the Steel Stud Partition and Joist Systems compression joist flange with sheathing or bracing complying with U B.C. described in this report comply with the 1991 Uniform Building Code Standard No. 27.9 and mlnimurn altachment In accoroance with the code. and 1992 Supplement, subject to the tollowing conditions: D. Fire - resistive Construction: Studs, track and joist sections may be 1. Studs, joists and track are installed In accordance with this used in fire - resistive construction where generically indicated in Table No. report and the manufacturer's instructions. 43.8 of the Unitorm Building Code or in generic assemblies in the Fire 2. Allowable heights and loadings comply with accompanying Resistance Design Manual. 12th Edition, as published by the Gypsum tables. evolualiun reports (pelt() Service, Inc., are tarred solely to provide information to Class A members of 1(.'1111, utili:inx the code upon which the report • Iv bared, F:Fatuation reporu ore not in be eonslrued os representing aesthetics or any other attributes not specifically :Wee .sled novas an endorsrrneni oe recommen- dation fur we n/ the •wbjr(r rood, • 7hA report iv b upon independent:estt ororhet technicni (Iola submitted by the applicant. Th. IC ©0 Evaluation Service. Inc., technicoistaff has reviewed the tear re, lilts and/or other data, but dues not puvs e is lest J'a cillties to make an Independent eerif tealigq., r warranty by WHO t.', aluariu ECEIVED n Srrvier, In e., 1(prcw orireplied,o, lousy "Pindlnit "or other mallet In the report ur as loony product coverc• 1'�litA4,d1 yi t � hurt ,int llrnitedlv,merchantabUily. • R A Page 1 of 2 AP CITY OF TUKWI �k11. 3 1995 JUN 2 0 1995 "... PERMIT CENTER ``� } t 1' 41\ 1 ♦ 1 . 1 • . I I L 1 1 1 1 i Ir . - �. 1 i • -•'�, -• 1— • - �' Y Page 2 of 2 Report No. 171 SP 3. Complete plans and caloutations verllying complianto with this delivered to the Jobsite shall be at least 95 percent of the thick• report must be submitted to the building official for each protect. nets used In design, 4, Stud, Joist and track member end reactions resulting from allow- 8. Studs, Joist and track are manufactured et 4817 East Sheila \ • able heights and spans noted in the tables must be checked with Street, Commerce, California end 116 "Y" Street, Vancouver, \ the allowable concentrated Toads (web crippling), Table No. VII. Washington, 5. Uncoated minimum steel thickness of cold-formed members as This report Is sublect to reexamination In ono year. Angeles Metal Systems Punchout.s • • 1.500-J 2.000 3,000 2.75 .750 1.500 CY .500- Punchout used in 18 QA. Puttchout used In 20 GA, and Heavier Studs and Lighter Studs FIGURE NO. Note: All stud and joist web punchouts are spaced at 24 inches on center. ---Gauge Member Type and Designation Web Depth 358 = 3 5/8" 20 4IS 358 • l FIGURE NO, 2— MEMBER DESIGNATION CITY OFETUKWIL JUN 2 0 1995 •∎• ••_..• -••• xe ., . ...� PERMIT CENTER . , • - - - - --4 . 44*AmNwAgt1$40tAtN0 , 9;;wqir - - • " ".. ‘ e "Mfi / ■1 '1 ; • . 414 n Z :4 n 'n 4 nnn, n' n n;r n,. 'n n n, 4 ■ 'n. Pt p: c f , :A 1-.:41.:;■ I r 1 kirt ti.;) INC. 2$t4 P . ICEBO Evaluation Sarvioe, Inc, Report No, 1 71-P • September, 193 - I ANGELES METAL SYSTEMS LIGHT GAUGE STEEL - PROPERTIES, HEIGHTS, LOAD AND SPAN CAPABILITIES crryRoECF KETIVuEDwitA J UN 2 0 1995 • ANGELES METAL SYSTEMS P ERMIT CENTER 915.4 1st AVENUE SOUTH 115"Y" STREET 4817 EAST SHEILA STREET 4841 83n) STREE T • KENT. WA 9E1(132 VANCOUVER, WA (281551 P.O. SOX 911031 SACRAMENTO. CA 0582S (200) 852.3913() 12061 1590.0921 LOS ANGELES, CA 90091 (0161383.4192 FAX ROO) 054.3022 FAX ROM 093.1396,9 M131288.1777 FAX ($15) 383.184P • • • .. ..: • • t , �' N 4 . . . � . _ 1 _. 1 .� 4 � .. _ 1 4 1.. Stu 1 '4 r' • 4� :_ SPAN = 22'0" 18XHD600 Joists - Back to Back • • scale 1'u� l Size C ITMR TUKy • p yiLq JU .2.0 1995 • PBpMIT CENTER • • • .1 ' 7 J I �'� 7 :1 5. .7 } ti' v TABLE 1; STRUCTURAL P , 'ERTIES OF STUDS, JOISTS, ANi ,ACK (CONTINUED) r. 20, 18, 16, & 14 "XHD" Punched C -Stud ---•I ' .563" Typlca3 1.825' Punched hole, 3 - 1/2" (or 7 - 1/2' end larger w4b depth Web Depth O.D. ,_ - MEMBER M17IIMUM WEIGHT PPFECIWE SECTION TORSIONAL SECTION DESIGNATION DESION (1•/ft) GROSS 060710N PRO PERM ?ROPEXTIZ3 MOMENT ?ROPE/111E3 THIC20( 33 CAPACITY (1647.41) ea 1 1x* Re 1)y 247 lea Se Ater, Ain Xo l,. _ CM Ito M 9 . ,(1 eL (In ^ 4) (tn� 11 ^ ■4) (1n "1) .. l4) r ln (Ia ^ 3) _ C 21, (1n -lb .. ) ,.. (l° ' 4 ) , . ( tn g ^ 6) 1 (lo)_ 202(140350 0.0346 0.647 0.261 1 0.312 1.400 0,103 0.626 0.312 0.292 0.101 5569 -1309 1,0411;04 0.301 2416 0146 30)0113336 0,0316 0.902 0.363 0.333 1.446 0.103 0.124 0.553 0.303 0.265 3034 -1163 1.039E -04 0.323 2.096 0,63 203.7111100 0,0346 0.946 0.276 0.695 1.113 0.107 0.620 0.696 0.149 0.376 6634 -1434 1.11111 -04 0191 2.161 0419 2051000 0.0146 1.122 0330 1.412 1.111 0.11 0.399 1.472 03)3 0.330 10259 -1.173 11261; -04 0.759 1,449 0.777 ' 7037133000 0.0346 1.161 0.348 1810 2,282 0.122 0.391 1110 0.603 0.345 11576 -1.131 1167E -04 . 0.914 3.615 0.613 16X5113330 0.0431 1.146 0.314 0.604 1.393 0.1)0 0.621 0.659 0.374 0134 7437 -1.389 1.291E -04 0181 2.061 0.347 1477([1331 0.0431 1.147 0.144 0.714 1.441 0.102 0.619 0.714 0494 0144 7760 -1372 2.3)1E -04 0404 2,064 0.567 18)04 D400 0.0451 1.211 0.301 0.697 1.377 0.1)6 0.013 0,697 0,449 0461 4967 -1124 1.443E -04 0.494 2,119 0.611 181010550 0.0151 1.433 0.428 1.696 2.105 0.133 0.594 1.696 0.690 0,426 13041 -1.163 1,904E -04 0143 2.179 0,779 ›' 1 $»10000 0,0451 1.331 0.431 2135 2.276 0.133 0166 3 333 0.779 0.151 13393 -1.121 3 .05715-04 1401 7.604 0.113 16X1117000 0.0431 1.837 0.341 4,073 2.939 0.167 0454 4.073 1.169 0441 210014 - 0.977 1.609E -04 2.190 3.147 0,904 16)114 D150 0.0566 1.410 0.421 0.813 1.369 0.160 0.015 0.613 0.404 0,431 13005 -1.371 4,49& - 0,463 2.030 0.349 167340 \10 0.0360 1,434 0.416 0.682 1.433 0.162 ' 0.01 0.602 0.47 0.426 1457') -1.160 4,373E -04 0, 2.070 0366 1 4162 000 0030 1.326 0.449 1.130 1.572 0.167 0.010 1.110 OSSS 0,449 10019 -1.312 4,000 -04 0.603 2134 0,62) 143019330 0.0566 1.613 0.534 2.354 2029 0.165 0.385 2.354 0.854 0134 25613 -1.154 0,7062, -04 1.174 3.444 0.701 10X110040 00540 1.911 0.563 2.897 2,269 0.150 0.361 2.592 (1.06.4 046) 36913 - 1.110 6.00543 - 1411 2392 0616 16304 0/170 0.0506 2.203 0.674 3609 34'31 0 .205 0.510 5.609 1.433 0.676 4)443 -0.967 7.217E -04 2.676 3.174 0.903 163.7101000 0.0366 2.680 0.789 80.073 3.573 0214 0.333 10.073 1.013 0.769 50200 -0.639 6.42CE - 4.413 1.712 0.940 14X3(1)130 0.0713 1.765 0.333 1.001 1 102 0,193 0.609 1.001 0473 0.525 1 7169 - 8.342 6.903E -04 0439 2.0)1 0351 141149)31 0,0711 0.813 0.334 1.090 1.426 0.197 0.607 1.090 0.601 0.534 17377 -1.343 9.036E -04 0,399 3 .054 0.371 14711000 0,071) 3.000 0,341 9.379 1.564 0101 0.603 1 1.313 0.616 0,361 20333 -1.297 9.30911 -64 0.729 2.120 0423 10310330 0,0710 2.749 0.666 7.919 2,090 0.184 0.191 2.910 7.041 0.669 37791 -1.140 1.131'0 -03 1,423 2431 0.71 147050600 00713 2.390 0.704 3.396 7.360 0.332 0374 3.396 1.190 0.704 33864 -1494 1•193R -0) 1.712 2311 0419 143030820 4071) 2.674 0,840 7.336 7.922 0 210 0.543 7,316 1.606 0440 54066 -0.954 1,43473 - 3.262 3.121 0.907 14X71 0.0113 - . 3.358 - 0.960 12 549 5.162 1 x 0.263 0.576 . 12347 3,510 0.969 - - 73142 -0.844 147,.0E 0.1 5.393 3.699 0.948 ---- diTy rI PP 75 TuKtAntA , JUN 2 0 1995 5 • • - , , • • • " RM1r C j ..,. ■ 1 . . . . . • • • .. . ..,..-. . . . . i ' - . • „ : „ . 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P,' 11 - ?... §fligV 5 t Y 2 5 3 ' • ,t g 4 0 .1 .. 5 ,.,-, 4 e, x 1 3 C 1 0 0 4 9- 1 & f,:i D ! ,.. 5 i ! ot4 si 0 1 • . t. .. . 0 .. - A W :21 ._ ___ I P I . 5 .. _ . ... ... r, a A •-• . i p ;-- T ----- A r--,1 . , - ; vu -.7 .1 1 1 I i , -- •- . ... g l g 4 ' i•kg, A 0 't -- ...--- --"--- - • -- F L . - . . . . . Eli 2 - .., F. A 5 . R a 4 ' 7 2 2- tiin Ri3R1; X153,! . 4 ... . .. • or-2.2 2 t- :374 1pH .%7 i 1 T-7 0 1 - z .._ _ _ ... . . . . ; . ' ._. -... - • - . ogiy 13 .7eive l o r 1 f Ci.*... ... I ' 0 . I a ■rorbrmor ....... - ... - - * ,pu22 1:;2. : P•i9it 1 :1 1 r 0 9 ____ ___ i..._.___... . ___ Tuo - ------ --- 1 i 1 I g 1 z 9 241 ;[-!...- - g 1 JUN 1 8 PERMIT CENTER r'Ht< I 1 1 A I.11 I 1 t- l'1%.• 11 . 11..•. t: i:1 • 4.C. f' l9• • • .. Fetal ! 19.4 Support Cond, 2 (dcpth) eS Mel �� C (deplh)r 4).5. W..Ir ..,.11.4. 446.4 b1 0.6.4..4. M•1Ma < 1.0 >or 1.6•h Support Cond. 2 Support Cond. 1 Support Conde 1 Support Cond. Support Cond. 4 Support Cond. 4 Support Cond. l Support Cone. 2 Support Cond. 3 t■t.n.r •••71•"n 1...14 l.l.r1« T+"41w. u•uq a.i •. -r!w• 10•4 I•I•n.I M..n•4. 1.•n.{ ..i r.r. - n.y. i.•44.1 Fetal Polat P.bl Do.i"l Laid too L...4 ta.4 lol F I.e.d • shad a Ie1"l C . u .. .1.t r d.plh)r r/•' � � If (depuly � < t " ' A +.., • 40.4 • I,11% { p C,pport Cond. 1 Support Cond. 4 Support Cond. 3 164 e■••n.4. t.•41•4 M1.•1•t r•. - r1•.N t+•IAet 1,1 r•.•q.q. V•oot • TABLE VII: ALLOWABLE CONCENTRATED LOADS (SINGLE MEMBER) SPAN CONDIT1O$1 SPAN CONDITION 2 SPAN CONDITION 3 . SPAN CONDITION 4 WEB LENGTT-1 OF BP.AK1NO 11,ENC1TH OFBE=AR1NG 1$NOTh OF BEARING I,ENOTH OF BEARINO DEPTH „GAUGE 1" 1.5" 3,5" 4' 6' 1' 1.5' 3.5' 4" 6' 1" 1.5' 3.5" 4' 6" . 1' 1.5" 3.3_ 4' 6' 158 26 43 55 102 114 162 90 110 192 212 294 30 36 58 63 83 84 87 99 102 114 250 26 38 49 91 101 144 83 101 176 195 271 26 30 49 54 73 67 10 79 82. 91 . 330 26 33 42 78 87 123 75 91 159 176 244 20 24 39 43 58 48 50 37 59 '65 358 26 32 41 76 85 120 74, 90 157 174 241 20 23 38 42 56 46 48 54 56 62 138 25 34 68 124 139 195 109 129 222 245 337 38 45 71 78 103 105 108 122 125 139 250 25 49 61 112 125 176 10) 120 206 227 3)3 33 39 62 68 91 86 89 100 103 114 350 25 43 53 98 109 153 92 109 168 207 286 27 32 51 36 75 65 67 76 78 66 358 25 42 32 96 107 151 91 108 185 203 282 27 31 30 34 73 63 63 73 73 83 CIT O JUN 2 0 1995 29 PERMIT CENTER • • • • ' ' TABLE VIP. ALLOWAb1.E CONCENTRATED LOADS (SINGLE MEMBERS CONTINUED SPAN CONDITION t SPAN CONDITION 2 SPAN CONDITION 3 SPAN CONDITION 4 WEB LENGTH OP BEARING LENGTH OF BP.ARINO LENGTH OF BPARINO LENGTH OP BPARINO DEPTH GAUGE l" l.5' 3.5" 4" 6' l' 1.3' 3.3" 4" 6^ 1" tS' 3.5' 4^ 6• 1" 1.3" 3.5" 4" 6" 158 24 80 95 170 188 263 149 t70 283 311 425 56 65 101 110 145 152 156 173 177 194 250 24 73 87 156 173 241 140 159 266 293 399 50 58 89 97 129 130 133 148 152 166 350 24 65 78 139 155 216 130 148 246 271 370 43 50 77 83 110 105 108 119 122 134 358 24 64 77 137 152 213 128 146 244 268 366 42 49 15 82 108 101 104 116 119 130 400 24 61 73 131 146 203 125 142 237 260 355 39 46 70 75 101 92 95 105 108 118 350 24 .10 60 107 118 165 109 124 207 228 311 29 33 51 56 74 54 56 62 63 69 600 24 46 55 98 109 153 104 1(8 198 217 296 25 29 45 49 64 42 43 47 49 53 138 22 144 163 274 302 415 251 276 425 464 620 103 117 111 184 238 276 282 306 312 337 250 22 135 153 256 261 389 240 263 40.5 443 592 95 107 157 169 219 247 252 274 279 301 330 22 125 141 237 261 359 226 249 383 418 519 85 96 141 152 196 213 218' 236 241 260 358 12 124 140 234 258 351 225 247 380 415 555 84 95 739 150 193 209 213 232 236 235 400 22 120 135 227 230 344 220 242 372 406 343 60 91 133 143 183 196 201 218 222 239 550 22 104 118 197 218 299 200 220 339 37o 495 66 74 108 117 151 146 149 162 165 178 600 22 99 112 138 207 284 194 213 328 358 478 61 69 100 108 140 129 132 143 146 158 158 20 225 230 389 426 578 376 408 583 633 832 162 180 253 271 344 434 441 473 481 512 250 20 213 237 369 405 548 362 393 561 609 801 131 163 236 253 321 397 404 433 440 469 350 20 201 223 346 380 515 347 376 537 583 766 139 155 217 233 295 355 362 388 394 420 358 20 199 221 344 377 511 345 374 334 579 762 738 153 215 230 292 350 357 382 388 414 400 20 194 216 335 368 498 339 367 525 569 748 193 148 208 223 282 335 341 365 371 395 550 20 1 173 194 302 331 448 315 341 488 529 696 115 (28 179 192 244 272 277 297 302 321 600 20 168 187 290 319 432 307 333 476 516 678 109 121 170 182 231 251 256 274 278 297 800 20 142 158 246 210 365 275 298 426 463 608 84 94 132 141 179 168 111 183 186 198 250 18 340 371 521 568 753 597 637 828 891 1143 244 266 354 377 465 699 709 748 758 797 350 18 325 354 498 542 719 577 616 801 862 1106 229 250 334 354 438 646 655 691 700 737 4 358 18 323 352 495 339 715 575 611 798 859 1101 228 248 331 352 434 640 648 684 693 729 400 18 317 346 486 529 702 568 606 788 848 1087 222 242 323 343 424 620 628 663 672 706 550 18 294 321 431 491 651 538 574 747 804 1031 201 219 292 310 383 340 348 578 586 616 600 18 286 312 439 478 634 529 564 734 780 1013 194 211 281 299 369 514 321 550 557 586 800 18 236 279 393 427 567 489 522 680 731 938 165 180 240 255 314 408 413 436 442 465 250 16 712 765 991 1071 1391 1281 1351 1633 (741 2184 514 532 707 745 899 1564 1582 1652 1670 1740 330 16 687 738 956 1033 1342 1248 1316 1391 1696 2128 490 517 674 731 858 1473 1490 1556 1572 1638 358 16 684 735 931 1028 1336 1244 1312 1586 1691 2121 487 524 670 707 853 1462 1478 1544 1560 1626 400 16 674 725 938 (014 1318 1231 1299 1570 1674 2100 479 514 658 694 838 1427 1443 1508 )524 1588 550 16 637 685 886 958 1243 1182 1247 1507 1607 2016 443 477 610 643 776 1291 1303 1363 1377 1435 600 16 624 671 869 939 1220 1166 1230 1486 1584 1988 432 464 594 626 756 1245 1259 1311 1329 1385 800 16 374 618 799 864 1123 1100 1160 1403 1495 1876 385 414 529 558 674 1062 1074 1122 1134 1182 1000 16 324 564 730 769 1025 1034 1091 1319 1406 1764 338 363 465 490 591 880 890 929 939 979 1200 16 414 510660 714 928 969 1022 1235 1316 1632 291 313 400 422 509 698 703 737 745 776 250 14 1175 1248 15371600 2033 2053 2145 2512 2604 3133 833 905 1113 11671377 2593 2616 2709 2733 2625 350 14 1143 1213 1495 1165 1977 2012 2102 2461 2351 3070 822 873 1075 1126 1328 2476 2499 2387 2609 2695 358 14 1139 (209 1489 1560 1970 2007 2096 2453 2545 3062 819 869 1070 1121 1322 2462 2484 2.472 2594 2682 400 14 1127 1196 1474 1543 1949 1991 2080 2436 2525 3038 807 857 1056 1105 1304 2418 2440 2526 2548 2635 550 • 14 (079 1143 1411 1477 1866 1929 2015 2360 2446 2943 762 809 996 1043 1230 2243 2263 2343 2363 2444 600 14 1063 1128 1389 1455 1838 1908 1994 2335 2420 2912 747 793 976 1022 1206 2184 2204 2282 2302 2380 800 14 998 1060 1305 1367 1727 1826 1907 2234 2315 2786 686 728 697 940 (108 1951 1968 2038 2056 2125 1000 14 934 991 1221 1278 1615 1743 1821 2133 2211 2660 626 664 818 857 1011 1717 1732 1794 1809 1871 1200 14 869 923 1137 1190 1504 1661 1235 2032 2106 2534 165 600 739 774 913 1483 1497 1550 1363 1616 CITY�OF TUKWILA 30 JUN 2 0 1995 PERMIT CENT „ 895” -olie , mETRD Non -Res ' tential Sewer Use Certific .ion (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to Metro Council Resolution Nos. 5719 and 5968, all sower customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The Metro Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to Metro at 684 -1740. (Please print or type) /J Owner's Name � .- i�Gt.) / L C._- -- Party to be Billed (if different from owner) 5 # e Coat)/ L/ (Last, First, Middle initial) Property Legal Address: Party's Mailing Address: (if differs t from may address) . Subdivision Plat -5'�1 e dial '1. Property Street .r Pi v - ' "4► ,_ r/ / `,On So v 7 4. /.# -e S7: Address Sea , / 100- 9471 .291 City, State, Zip . 7UxGt1 /L.,1 i ethi. City or Sewer District 7`UxIIi /Ltl Owner's Phone Number ( 2 0(a ) 5 - q 4 /Y Date of Connection % /4 -' 1 L . Owrier's Mailing Address: (if dif ferent lro ' a b o + v e ) ' "`... . . ..... . Side S ewer Permit # # .9c7 . 9S .aSG 7 ' .S PQ 777r- Goo 171i/ Sit 77`11 / GOA 9 - yY -,PiW A. Fixture Units B. Other Wastewater Flow Number of Fixtures x Fixture Units = Total Fixture Units (in addition to Fixture Units identified in • tion A) (Public or Private) - , ----, Type of Facility /Process: Fixture Units No. of Fixturos Total Kind of Fixturo Public Pdvalo Public Private Fixture Units • Bathtubs and/or shower 4 2 Dental units or lavatory 1 - Estimated Wastewater D :charge: Dishwasher, commercial 4 - Gallons/day Drinking fountain (each head) 1 - Hoso bibb or sill cock 5 3 Residential C . omer Equivalents (RCE): Laundry tub or clotheswasher 4 2 187 gallon •er day equals 1.0 RCE Sink, bar or lavatory 2 1 . V 5/ Tot • 1 ischarge (gal /da ) - ' Sink, clinic, flushing 10 - 187 - RCE Sink, kitchen 4 2 / 1-2- Sink, other 4 2 / 2- Sinkwash, circle spray 4 - C. Total Residential Customer Equivalents: Urinal, flush tank 3 - (add A & B) Urinal, pedestal 10 - Urinal, wall or stall 5 - / — A • Water closet tank 5 3 . Water closet, flush valve _ 10 ` 6 _ /g B RECEIVED Total Fixture Units 2Co Residential Customer Equivalents (RCE) - RCE JUL 0 7 1995 20 fixture units equal 1.0 RCE - TUKWILA Total No. of Fixture Units PUBLIC WORKS 20 = 1, 3 RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this For Metro' use:: . . information and any deviation will require resubmission of Account # corrected data for determination of a revised capacity charge. Monthly Rate r Signature of Owner/ / Six Month Due Representative .S?u' (t 603.im. / n „c,.- 4 ' Print Name of Owner/ Representative Se4 G-oecQeat/ /7;,,,, /. er,eeY Date ' /72 / 1058 (Rev. sret) White - Metro Yellow - Local Sewer Agency Pink - Sewer Customer ma"' PERCICH LETTER OF TRANSMITTAL mom! K KROE SE DATE ‘vg,/es. I Na 9soi 7 • • • ARCHITECTS ATTEIVTION he TO G 7 o. 7 /M w,/ 4 ej/Pon w �u� 1/ 7V rht).0 0.0 w, ce WE ARE SENDING YOU: ❑ Under separate cover 23•Attached via: *Me> the following Items: ❑ Shop drawings ❑ Submittals ❑ Prints ❑ Preliminary ❑ Speclflcations ❑ Copy of letter ❑ Change order ❑ Originals ❑ Field Report ❑ Certificate of insurance ❑ Signed contract ❑ Field order ❑ As built drws. ❑ Other CONIES DATE MASER DESORPTION ice —: _ ( ,, = ) THESE ARE TRANSMITTED as checked below: For approval ❑ Reviewed as submitted ❑ Resubmit copies for review ❑ For your use ❑ Reviewed as noted ❑ Return copies for distribution ❑ As requested • ❑ Returned for corrections ❑ Return corrooted submittals ❑ For review and comment ❑ Other REMARKS CIT OF JUN 2 0 1995 r cRMrr �tiv I EH COPY TO SIGNED: • 603 STEWART STREET SUITE 707 SEATTLE, WASHINGTON 98101 (206) 624 -3210 FAX (206) 624 -3243 1 j II maxims are not as noted, kindly natty w at ono, } .,• t `^ ;177 • CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * EVASION SU r " `','; TTAL * DATE ' Zit2- PROJECT NAME C2.Z>44- ADDRESS 1/ 77' '0".% CONTACT PERSON �J" ne ��'-- t7�cSs PHONE c 3 VIP ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER rj9s ONO TYPE OF .REVISION: /9 Ge/e.../A) V0 /s ? C11YOF APPROVED cc a +A SHEET NUMBER(S) `J5 (o a "Cloud" or highlight all areas of revisions and date revisions. 3 i3 1 l�)_, SUBMITTED TO: i ✓ /t BUILDING DIVISIOto CITY OF e - Piyj�._ JUN 2 0 1995 ::14 PERMIT CENTER r "--------7— , — - , ., :- • . , , ,-,,, — •-_, - - 'e • c. c i CITY OF TUKWILA , 0 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUB''ATTAL * * DATE oto /q 4 1 PROJECT NAME (.1;nr:V.744//c—L___ ADDRESS /17V Afacm.16.0e. 1:!the1 - AA CONTACT PERSON IS 0 B K.-- PHONE 6'Zr.• *I- ARCHITECT OR ENGINEER K_Hc3-e s e_ PLAN CHECKIPERMIT NUMBER IS c't c= 1 I C4e) TYPE OF REVISION: ",x/ T MS rietILZ 1 2e - U/S/dAl e 6gic• R. g SHEET NUMBER(S) A-1 "Cloud" or highlight all areas of revisions and date revisions. SUBMI'IThD TO: ON 1401401•1 CITY Of IUMNILA • • AppRovED , ) J — RECEIVED LAcale c A.A".., ,. cny OF TUKWILA - . 1 i 14 1 5 199 i JUN I 3 1995 il ! c- n NNW11VISI PERMIT CENTER 4511 1MI er tjtt'l°C- d � aG i S S� � fz s d y r? 3 WOW. , M1 �M�{ o ( .�� i► ` �t ' City of Tukwila la John W Rants, Mayor t , I P • ait.:° Department of Public Works Ross A. Earnst, P. E., Director May 31, 1995 Mr. Robert Kroese 603 Stewart St. #707 Seattle, WA 98101 Subject: Goodwill Industries 1800 Andover Park West Plan Check No. B95 -0116 Dear Mr. Kroese, Enclosed are both a METRO Business Declaration and Non - Residential Sewer Use Certification Form. Please complete these forms and return them to me for further processing. The completion of these forms are necessary due to the addition of new plumbing fixtures. If you have any questions about this, please call me at the number below. • Sincerely, 14-Ca 5 /196WAve , ' oanna Spencer Development Engineer JJS /jjs Enclosure a/s cf: Permits Development File 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206).433 0179 • Fax (206) 431 • CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * 'h REVIIS . N SUa',/iiTTAL *• * DATE " 1h PROJECT NAME ADDRESS /fiRc7 IUPe,Vetz. FA war CONTACT PERSON ,e(5 ie c,ESE, PHONE (,o' 7' - 5 ViFO ARCHITECT OR ENGINEER P e-R e /cii ) sE / PLAN CHECK/PERMIT NUMBER TYPE OF REVISION: AL' 's,,� 7 e,./ 72 ' /7Wiee /Nn/4 '4774V a / box /r Du 7D % SHEET NUMBER(S) 501- - 4 / "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: i'/AJFLSO/I RECEIVED CITY OF TUKWILA MAY 3 0 1995 PERMIT CENTER • 4 4 01LA tire; City OT Tukwila 4 FIRE DEPARTMENT 444 Andover Park East 0 Tukwila, Washington 98188 -7661 N '� 1. (206) 575 -4404 1908 ' John W. Rants, Mayor May 23, 1995 4 Fire Department Review Control #B95 -0116 (512) Re: Goodwill - 1180 Andover Park West 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, v � 0.4 Ns, 0.4 City of Tukwila Q 4 y FIRE DEPARTMENT 8 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 . 7908 • 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 be 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)) 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)) 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 material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) 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. Exit hardware and marking shall meet the requirements of the Uniform Fire Code..(UFC 12.106- 12.111) 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 ., 0 kf ,0 " Cit i:•1 Tukwila ' O S ' FIRE DEPARTMENT 444 Andover Park East 2 0 Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor 1908 . Page number 3 4 direction of egress. (UBC 3314(A)) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 3314(b)) 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)) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 3303(e)) Combustible material shall not be stored in exits or exit enclosures. (UFC 11.303(b)2) 3. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1646) Local U.L. central station supervision is required. (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 with the appropriate level of competency seal. (WAC 212 -80) 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 �J�vd1LA n os City o f Tukwila 1.4 FIRE DEPARTMENT 444 Andover Park East 0 Tukwila, Washington 98188 -7661 (206) 575 -4404 • 1908 John W. Rants, Mayor 4 Page number 4 4 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) 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 4. An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), NFPA 72 and the City of Tukwila Ordinance #1646. Local U.L. central station supervision is required. (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) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly • • . .... _ ,. - , ," ,, n' " 1, ) °. �.. i rp a t, City .e t Tukwila S t, FIRE DEPARTMEPtT 444 Andover Park East , p Tukwila, Washington 98188 -7661 (206) 575 -4404 L �9Qa John W. Rants, Mayor Page number 5 4 installed. (UFC 10.601) 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 be 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. Yours truly, Z The Tukwila Fire Prevention ureau cc: T.F.D. file ncd .. .., .., . .. .,, . rK: i .. , J y h ..:ti`. J z i C :14 Y „,v,1 • May 18, 1995 Robert Kroese Percich Kroerse Architects 603 Stewart St. #707 Seattle, WA 98101 RE: Goodwill tenant improvement Plan check number B95 -0116 Dear Mr. Kroese, Thank you for your revisions submitted in response to my May 4, 1995 letter. I have initially approved and forwarded the subject file to the other applicable city departments. As earlier noted, the egress concern regarding the adjoining Home Innovation warehouse has not been resolved. I also have not been contacted by an official representative of the building owner or the tenant. Therefore, the permit application for the Goodwill Industries can not be issued until this exit problem cause by the proposed scope of work is appropriately addressed. Please feel free to call me for further assistance or questions at 431 -3670. Sincerely, Ken Nelsen Plans Examiner • CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUB {f? 1TTAL *° * DATE 5` PROJECT NAME C 0 d w I ADDRESS / j RD I ij f /e pie vv CONTACT PERSON 130 ILJ / ` G : �C.- PHONE (P c:9 - 3a / Z7 ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER M I/[ 6 1 6 Oaa TYPE OF REVISION: atelt 5 C_... /e- • /1/// ( i�-7(,t q ,` > a)///) s SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. RECEIVED L� e d R SUBMITTED TO: r�TY EC IVED TUKWILA Jj k 1 ,1 44 1 MAY 1 1 1995 PERMIT CENTER • • a mum PERCICH LETTER OF TRANSMITTAL ® 11' K ROE SE � � � ARCHITECTS °"� 9s •108"°• 9s =1 7 TO C/7 ' 77-•✓Kr iicd4 131-L, . p - (5-14 6 3 7. 1 134.✓© / /go r41'041/ /' G✓. / 16e/ P, WE ARE SENDING YOU: ❑ Under separate cover ® Attached via: /401 the following Items: ❑ Shop drawings ❑ Submittals ❑ Prints ❑ Preliminary ❑ Specifications ❑ Copy of letter ❑ Change order ❑ Originals ❑ Field Report ❑ Certificate of insurance ❑ Signed contract ❑ Field order ❑ As built drms. ❑ Other COPIES DATE MASER DESCRIPTION , ?e 3 -r . lx) - _ THESE ARE TRANSMITTED as checked below: IR For approval ❑ Reviewed as submitted ❑ Rosubmlt__coples for review ❑ For your use ❑ Reviewed as noted ❑ Returrticoples for distribution lig As requested ❑ Returned for corrections ❑ Retut _corrected submittals ❑ For review and comment ❑ Other REMARKS nCOEIVED CITY OF TUKWILA MAY 1 1 1995 PERMIT CENTEfl 1 • COPY TO ft' LC - — i e()3E,er SIGNED: ji — 70A1 • 603 STEWART STREET SurrE 707 SEATTLE, WASHINGTON 98101 (206) 624 -3210 FAX (206) 624 -3243 • M ancloww we not as noted, Wetly noely w ova TI \ f )Q v. 9MAY,1995 HEAT LOSS CALCULATIONS FOR Seattle 00 Wil 1180 ANDOVER PARK WEST TUKWILA, WASHINGTON JOB # 95 -17 PREPARED BY RECEIVED i i i P E RC I C H CITY OF ' TUKWILA NNE KROESE MAY 111995 ■ ■ • ARCHITECTS PERMIT .CENTER 603 STEWART ST. SUITE 707 SEATTLE, WASHINGTON 98101 TELEPHONE (206) 624.3210 . • MAY oe '95 10 2911 Td LA DCD/PW • \- P.3 1994 Washington State Nonresidential Ener• Code Com•liance Form . . ' Envel Summary ibackY . ..'..Climate Zonial ENV -SUM low waih.riswn Sun Nowa04M4el Enerwy Code t ompt■ree Own% M,r,1094 Decision Flowchart Use t fiowonan to determine 11 project qualities tor the optional Prescriptive Option. for Prescrlpuw option 11 not, eftner.tne Component Performance or System Analysis Optrorts must be used. 1303 Space Heat 7y c is the purpose of ',clamming bv1dhp envelops El.eole Raslvana: Soso hotting !trams wWWen use *leak resletsea t•svremena, n. Miswin, teen mesas; amnia se sate ho.Uno teas: En a IM primary ANION sy.wn Innate( Seaward, talent, 4M Woe au Wu oawn M ethos space twang *rums exta pee. sea nu.; oil. ea propene t'. i&. she total &s olo r•nlaanto Mat taarky 4C i.o Woe 04 to greet is Malin. syslems ant thou systems Uatad In the cacerd•n to ekttrle conditioned Saw ems: timpani Hal pumps end t•rmMlalelectric restthrne regnant!. (contrived at meted hostile hostile in soak elf WWma dA4ibit0h tyetems. , random, .: no NM,et7 ,. /, rc , • • • w V c w.e R•11 0•4 OM , Crteruox+l•E- , w s uR •10> • • ' `vp canon ;r no \ pwro.ry / vas yes' \(slow) / no ev•11.0 yse • I)/ ' v v r �440% �i. �QS~� < c?p i • no 4.4 l a""P"nn no \s�j Yu s' Yes Yoe y � T pas • AS enw letean lathiest/ . Al !awlsti•n Instead? . MAu$ 1 tal•d 7 Al I uulsisn In& U,d1 . Ovum We 11 • • • e Walla R.11 Cooque Walls R.10 Opsgw• Was R•10 • s. owls wtge(.rU R.10 Malang wogs (u10 U4.10 Masonry wan OM U -0.10' 0thowOrul•lwla(ni R•10 . dolow Onld, WON folhrl R•t1 ' 'Masonry wads (ear) U•0,25 MrWrey well, (dad U.0,25 , •. 5.1 w wadi wills (o*Y) MO Roofs ova silts R40 Below grads wells (eat) R•10 W1ow.fide rills (el4) R.10 • Rook over sttics R.311 ' 1 Whet roars R.21 �Bsio•w erode wells patted R.11 @clew geed. wells (otter) R•10 Ail other reds R40 Floors ever unan /.1F R -10 Rook elve s lats R•]0 Roth own snits R•3d Mate asp yrt0end. R40 • 1339swKmde • R•10 teller reef 8•21 M When roofs "' 8.50' 01sba•on•gred. 12•10 •Redientlloofs R•10 Floors ova uneon4. p, R•19 Floats svet d. ' 8.0 Redundant R.10 • Opagw/wrs 1)4,00 • Wabwan•0rade 8.10 4xabs•on9nd• R•10 Orstwdoers U4 IRed ant Ran 8.10 Redin10oors R.10 . 013010 Cries M.1i `Op.qua Coon 1.14.00 Ortega doors U.0.00 Olg1ng Ghen Me t n Clain. Vett. OH 1 Gluing Onions MO/ dialing Cdtens Merl 0taefns Vat • 013. • ,vet U U $1400 00.111' 0.00 1,41 1031 Gazing van 0*4 Guano V•rl 044 00 2044. 0 4Q COO 1.00 1140% 0,75 1.40 '1,00 ! Nn 16 U U 3140C ' QM 1' U U ' 0140C - 20.70% 0.00 t 30 0.03 f o0 ts7' 0.10 1,45 1•W 00.20% 0.40 0.00 1.00 yac no 3040% 0.50 1.25 0,45 154016 0,75 1.40 1,00 • 20.9016 0.00 1.50 0.05 yw ,p MO l yes 30.4016 0,110 1.25 0.43 • ' t no V Yil • ------ . , ... Pa Moved • . . Y w ReROniNAea Or w 4 y i fortio0noni ystems Melysk RquLad Concrete,/Masonry Option' ' • . W all Heat . Capacity (HC) ` 'lithe area weighted Mat Assembly Description ASSy.Tag HO Area (5f) HC x Area ' capachy (HC) of the total above - • grade Will Is a • 0^ - pntcltmum of 0,O, - - the Ccoo ate - - , Masonry Option • may be used, • • . - For framed • •• wale, assume • _ �„•, __ Ht: =1,C unless • calculations Ire -'^ provided; for al , . - _ , _ ostler walls. use - Totals socli0n 2009. Area weighted HC: dlvids total of (HC x areal by Tonal Ares • • . , i'Y a3 '95 10: 32141 TlU LA DCD,'R 1 P • 4 1994 Washington State Nonresidential Energy Code Compliance Form . .Bur i g .. Pe mi is G• 4:... :.. :', ',.`• ... ;. . t:• CHK• E NV iii h >r t' iP fist Cie �tiist :�. :.., : :;> - " , >�� r ..'. MA Wairvn,en Wm eneryr Cove Cwnau+noe F*rn,s Apnl, 1 VU• Project Address " p ���� � e W � Dale t� Pw • q; v' r �J � L 4 The fel:owing information is necessary to check a building permit application for compliance with the building envelope requirements In the Washington Slate Nonresidential Energy Code, • Applicability Code • location Building Department circle one)_ _ Section Component information Required _ Plans • Notes GENERAL. REQUIREMENTS Sections 1301 -1314) 1301 • sec. Unconditioned spaces Identified on plan: If allowed . 1302 Space heat type 1.11 • E • jr/br(6 _ Electric resistance . r i no n.a.1.11.111111 Other Indicate on .Ions that electric resistance hut is not alloyed MIMI es nc Oki 1310 2 Semi•hesled s •aces Semi•heeled erasers identified or/plans if allowed Miring 1311.1 inst � tTSteltall r indicate denattleS and elearantes •Q) no n.a, 1311.2 Rod /ceiling Insul, Indicate R•value on root sections tor attics and other roofs; E f c,• r. Indicate clearances tot attic insulation; • Indicate battles If cave vents installed; •• _ Indicate lace staplinrl of faced baits _ • no n.a' 1311.3 Wall Insulation Indicate-Revalue on wait sections; Indicate loot stapling of faced baits; A. Indicate above grade exterior insulation is protected; • Indicate loose -fill core insulation for masonry walls as neeess; Indlev(e heat capacity of masonry walls if mason o • lion Is used or if credit taken in ENVSTD: yes nu ID 1311.4 Floor Insulation Indicate Revalue on (tear sections; • In substantial contact w surface; Indicate supports not mote than 2A" o.c.: • Indicate that insulation does not block • airflow through foundation vents ' • • e rte n. Slab-on-grade floor Indtca( R•va1ue on wall secL'on or foundation a ja • , Indicate s lab Insul ation extends down veNcaay 24 detil; " from top; Indicate above Trade exterior Insulation is •rolecled yea n co 1311,6 Radlont floor Indicate Revalue on wail secticet of foundation detail; Indicate stab insulation extends down vertically 3ti' from the lop; Indicate above grade eider:or insulation is protected; • Indicate insulation also under entire slab where reg'd. by Official yes co n.a, 1312 Glazing and doors Provide calculation of glazing area (Including both vertical XI. vertical and overhead as • freer* of •rocs wall area 40 no n,a, 1312.1 U•lactors Indicate plating and door U•lactors on plating and door . schedule (provide area-weighted calculations as necessary); Indicate If values are NFRC or default, If values are default • then specify franc type, glaring layers, gapwidih, low•e • , coats, gas fillings t 110 n,a, 1312.2 S11GC 6 SC indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted A.1 calculations as necessary) 1313 Moisture control . �'(j i no n.a, 1313.1 V2 • •r retardefs • • . Indicate vs"! retarders on warm ride re•'t111111 itb no ft.a, Illa Roof/ceiling vap.ret. Indicate vapor retarder on roof section; Indicate yap. retard, with sealed seams for non•wocd strut. MN is its tl7, Wall va • • retarder Indicate vapor retarder on wall section • es na 1 1113 1313,4 F 001 VII • • r retarder Indicate va • • r retarder on floor section ea no 412A, 1313,5 Ctawi space yap. ref, Indioete six mil black polyethylene overlapped 12" on ground - 1314 Airteaka CD no rte. 1314.1 Bldg, envel. sealing Indicate sealing, cau(kung, gaskeang, and w'eatnerstripping es no n.a. 1314.2 Glazin.ldoorsealin. Indieeleweetheralri••in• es no GI 1314.3 Assemb. as ducts Indicate sealin•, catkin; and oasketinr II PRESC= IPTIVEICOMPONENT PERFORMANCE Sections 1320.23 or 1330 -34 INIIIIIIIIII yes no . Envelope Bum. Form Completed ant attached. • Provide component performance worksheet if necessary Prcvlde t: NVSTDscreen 1 out•ut If necessa . • no is circ e • or any question, provi • e exp Gnat on: • • . MAY tit '95 10:31AM Tl1,, LA DCD/PW ( P.S • ' 1994 Washington State Nonresidential Energy Code Compliance Form aggregate of not less than rhirtyobr inehea,t. end foundation, betw.an webs and roof and wall panel': openings 11 If required by the bukding official where loll conditions wananl penetration: of utility services through walla, noon, end roofs; and al insulation, the entire are% of a radiant floor shalt be tha1ma11y isolated item other opening: In the building envelop• shall be ae;Ied, caulked, the tied. Where a coil gas control system is provided below the radiant gasketed, or w.athetalripped to limit air leakage. • floor, which results in inereated convectve flew below the radiant finer, 1314.2 Glazing and Doors; Goers and opoablo glazing separating 1n. rattisnt 11odf shall be thermally Isolated from the sub-floor gravel layer, conditioned from unconditioned space shad be weather:tripped, Fked windows shall be tight fitting With ;lase retained by step: with sealant or t 1312 Glazing and Doors 4 caulking all around, 1312.1 Standard procedure for Determination of Glazing end Poor Exeeptten: Opohings that ate required • ed to ba fir• resistant. • , U•Factora: Udaetoro'toe'gfuing and doors shall be determined, earth and labeled in accordance with Standard RS.31 bye certified 1314,3 Building Assemblies Used as Duets or plenums; Building Independent agency licensed by the National Fenstraton Rating Council assemblies used as duels or plenum; ;hall be seated, caulked, and (NFRC). Compliance shad be based on Model Size AA or WI Product gaaketed to limit alt leakage. samp;es used for U.factot determinations shad ba productlsn line units'ot represents the of untie as purchased by the consumer or con'aetoc. • • • ... ` , ■ • ' • • • MAy' 09 ' 95 10: 32141 Tli L11 DCD'PId (. P. 6 1994 Washin•ton State Nonresidential Ener. Code Com•Iiance Form ' E U A;Calcutat'rtans . .Climate2tone I.: , ENV -UA 1991 W.M,n Stale Nonle MUM, roelgy co4e Gbmrucnce ca,m► Aoul. 1044 Project Addrrss t' p sibov A �, e 1 • `,' Do te 5 f G s H S ace eat Type F•, 0 Electric resistance . 111 other For Building Department Use Glattizt Area as % gross extenor wall area ? % • COYltcrete/TVMaso111 _Option • 0 vet JE(No Notes: 0 glazing area exceeds maximum allowed in Table, then calculate adjusted area on back (over).. 11 Concrete/Masonry Oplion Is used, 'forger U•tacfors, SHGC and Gluing % MU be different than shown below. Refer to Tabi. 19.1 for correct values. Building Component Proposed UA :Target UA UU t components by_assembly ID 6 page a U•factor x Area (A) c UA (U x A) U•factor x Area (A) _ UA x Al . L/C Plan ID: tA 040 0N ; �� 40 3(0 2 11'4 • ° • ' c "r �' r U= Plan 1D: • Otating% Electric Resist.: . Heating • • Ur Plan ID: pio1" .4o 1st, .5 A ; c- 1676•. .•. ` :00a�. i•Y1 ". • S .t Ue Plan � 20y �5tt7f, „ii0,tlpp� 0 �•,� , Ur. Plan ID: �0009i' . •tyot<aaowedf .,;.. .1,Q:60'.:k R 7�O • • U= Plan 10: ' ' '30 -40% not :aibwrct�K;y:98 1,k0:50"i•':; Uu Plan 10: ;:'(see Table '13.1' :. Ue Plan 10: _ moo a (� N�r -�:,. i��� Pion :S�K l U Pla 16 "��"`'s'�' 1 3 0 ' 0 G4rSn , Eloctria Rastsl.r'•,, Ott+e>:.Heatir>p•y. 1 L? ue J ID�eK - EO PW ii,,:. : • s :I • - I atb� o . eo . 1 U= Plan ID: ' >15:20%' '' • ,:0:80.':' ; } ! 1 ;k;1 ,;40r' '-' , o 6 U= Plan ID: 2 '20 - 30% • not•allowed .. 140 ' 0= Plan 10: 10 • ;not ,Nowell. a;. • ., 14..25; ;.. • U= • Plan ID: '`.. '(see'Tab(e 13.1 for Col c&asortryvalues).. e 1 U Ptan 10: #{•N. [1!?Olt• W/ . COCA At 2S • 1 g 0 • PIantO: Z 012.F� :• ' ElenricResiot it cl U• Plan ID: r . ' 0.60.' 0.00 ' Re Plan10 : D�i1.. 4 .osZ. Ict46 • , 1013.1" .O'ti �1 • .. ' O J R. Plan ID: ;;, . •Electresittt. •OUxr testing. re O Rs Plan ID: � • 0,031 . 1 0.36' Re Plan ID: Re Ptan ID: ;Electric Resist. :Other 4-testing • Re Plan ID; • 0.034 ' • ' ' (1,050, • • • R= Plan 10: R Pan ID: Plan 1 • I0$ Sao SS.Z tZS 1t4°14 3123• 12 . Re Plan 10 :b 1 L' a 110 - 152.b irbAo • i Re . Plan ID; 'b Th 3 . 1 i 1 to C.o 0 . r • • . giectric.Reskt.: .0ther:Hearicyg.. v R Plan 10: 'Or>7inery' 0 9,062 •:,,! .'0a4 a Rs Plan I0; i .'1'lt'�t1Ei] Metal s1Ud , " 0. ' 0 f ,1'A,: •. •. ; ' • O R• Plan ID: : , F: 11'` • >: • ;r ,T 1 Cono(ri()'••0.19 x.:.`.0.19" Re Plan ID: • Conc(o7+): • • "0.25• . n• .� :0:25 '•' • " • R= Plan ID: ' R. Plan 10: :Electric Resist.. r.N • Otheeatir+g_ m' R• Plan ID: Ordinary • 0,062 • , . ;: • 6 R Plan ID: Metal stud ' ' • '0.11•: • • : ;•••0:14 • .- d Rc Plan 10: O H R= Plan•ID: EJectr Resist:.:... Other ieating.l • p • , R: Plan to: ' :0:029' • ,... floss • • 1 4 • R = • Plan I0: • • . . - • t: a Plan 10: t t.0 r Y 4 o 2 c .s4 4 x'11 Lf 71 g b R= Plan IQ; : ,Electric Resist Othes•Healing H & R■ Plan'ID: ',F ■0.54 •..t'.F+0.54 . n• Plan ID: . (see Teble.13:1'!or radiiM•floor•4aliies) '• 'Fore :MU walls, Indicate core insulation material, ? C . Totals J 34(0 "SZJeth TotalsS'4„Q •. S' ` l _ -.-..+ For compliance: 1) Proposed Total Area shall quad Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. . , 7.� • • • MAY 09 '95 10:3.'A 1 T1( LA DCD'PW i P. 7 1994 Washinaton State Nonresidential Ener• Code Co ' Form ny� .lope: : HGC:�Calculation m ` :.:.: . E E C t^s4 W°t,myien sure Nw,eaaenuai Enugy C041° Cemdunee Per Mt Apnl, 1994 Verlieal Glazing Proposed SHOO Target SHGC Uat components by accembly ID & page If SHGC' x Area (A) a SHGC x A SHGC x Area (A) x SHGC x A Plan ID: .cTDR QUIT I 3(02 • 231.1. . 0 D °... i • r w ° Plan I0: Glaring % ..Electric Restst • Other Healing 74 , ` Plan ID' D a`� '1 942– 4.9 4' ( Z(o OV • IP 0-20% ' .. 1.04 .•' x:;1. ,; . 8 .. Plan ID r 20 -3096. not allowed t. ;0,65; "; • •• Plan ID: 3 ;.,. , r••" . 04096 ' net �: O,.di.; ', Plan ID: • • (see•Table 13.1 for ConUMliofuyViit es • 'Note: Manufacturers SC may be used in lieu of SHGC, ' � .. .. Tot,IL ' 4 e e 3 i 2,. % .. T otals 41,0 for compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC, Overhead Glaring Proposed SHGC Target SHGC List components by assembly ID 8 pa.e # SHGC' x Area (A es SHGC x A SHGC x Area (A = 13HGG X go Plan ID; ,, oplu tn3. 3�- �4 I .c� .00 _ " ° • 1111111110f. Mill 7:6:1 Plan I0: ° Glazing' Eleatric•Res(st,•.:• Other•Heating Plan ID: '6K 0 �V` `�+�� • , . "• . 0.20!6 1,00 ;tt:00 -�.r, X Plan ID: >20-30%' • not fl •, : ? yQ C- g Plan 10: 3-30-4044 not allowed r '0:46' • • Plan I0: (see Table 13 for ConciMaconry valuer:)' •Nola; Manufacturers SC may be used in lieu or SHGC, .Totsils spoilt 241.1 Totals 30 / Sib .. For compliance: . • 1) proposed total area shell equal Target Total Area and 2) Proposed Total SHGC shall not exceed Target Total SHGC, ' T r et�'Area';Ad , . :.� • .. .,.,�..9 1. stnr�en�.�al+�twtato�,s.�;' ,. .:�;• ,,.. ;: • ; i ::?;.:,. .. , II the total amot:nl of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed In Table 13.1, L._ then this calculation must be done. Use the resulting areas in the Target UA end SHGC calculations above, . Proposed Areas: Numbered values ere used in calculations below. Roofs over Attica Other Roofs Walls % OG � 3: VGe Note; ' Glazing Area 1: 00=• OG a overhead plazirg Opaque Ares 4: S• 0: • • • VG r. vertical gl Gross. Exterior Wall Max Glazing A rea Maximym Target Area I (Table 13 - 1) Glazing Are* • 01 x1 ( %I -1 100 =I7: I Target QO Area in score over Attica Target 03 Area in other hoots t ' a _ Max OG Remaining 2: Target VG Area For Target 0G'e, circle ( — -- 'I and use the �sser� l i 1 le (circle) = f B I — �} lotted (circle) = Ig . I r C, values both here and beIOW. Proposed Opaque Area Proposed OG Ares Target GO Maki/ Target Opaque Area . F Roos over Anicsj 4: t : _ t 0; •' 13: Other Roofs' S: + 2: .. 11: = 114 :., Total Target OG Area (sum #10 +411) t2 :' . . Proposed Opaque Area Proposed VG Ares Target VG Area Tarot O1311que Area E Walls • [6: + 13: I — [9: _ [15: . t'I Note; If there lc more than one type of wall, the Target VG Area may be distributed among them, end separate Target Opaque Areas found. • Target values 0, 12, 13, 14 a 15 (shaded boxes) ere 'used in the app1cable Target UA calculations on the front. Target values 9 a 12 ate also used in the applicable Target SHGC calculations above. • f ' `1 y 0111 o: _ Ou 101:16 ,4l FILI4. • 11 ,&14 &Nt WALL . &to 0 - frt L ‘AV V(M'L ° e•Qb ern F CA,N& , 'SMOG ?M1 "R5 Olt offi •- .�� 44616E c . FILM. Coe& o r ►' q.s 7 U. i �'q.s� s los • i • • �.w; _ otersIDE AIR. FILN. .11 ►,1 aka. IM6f4 � cde ■ grit _ : p tbtSUl � t14 Vt PM, 1. co 4 i4 S�ruus lip " Do . 6 te *al l e:• " � .SCA b .� (� Itasnos QIe- FIL.H. • (o , • . , T • • ►1 ► bUTSIbe .d�R. jlLIl. . wig -- "` ; "a 1 64L 114 3/1. __1'ttL - 1.00 -410. '4TD' Ito" eV-. 1 t' . ((ova. §r 4104,4 . .._.�.� �� "C1= I /9.o1 .I11 ',�� ;iscas14G ,4iR FILM. . .11 ■ 1r 'OM, 7 !....4 Ur POP* ef — en..lwrito . 3 to) 4 V,FS . . . twos 4I2., Fl1.lot. icei UT-w- 1 /t1 •IC _ . . 0 --------'..—" 1 1 A • V — 1 t3 -95 WED e :44 A~= OE I ATE D EL_Er•T a 9 1 1994 Washing n State Nonre Ener• Cod -, `Im•liance Form . Lighting Summary LTG- SU.iVM 1W Waanlnpaon Smu NomWW.nuc enaly Coda Complionce arms Apd. 104 wamoraroamemer v Project Info Prolecr Adr��� - Date 5/9 • For Building Oapautmant Usa 1100 Andover Park West Tukwila, Washington Applicant Name: Applicant Address; Applicant Phone: I'ro'ect Descri . tioai O New Building Eio Addition Ej Alteration • O Pr.ecrrptNe ••,.... Compliance Option L ►nq • Pov+wr AlbwanC/ O Syst Anatyat9 over). I (See wllficadon CheddM (ndicate preemptive a IAA spacer. des on plans) - ... yid M.. W .�•r� WY. Q A/w�� 1.. •� 1M FYI 1 �il.�l� , Alteration Exceptions '' la No changes are being made to the the lighting (check appropriate box) 0 t. g0 % of the fortunes at n, and installed )Igll nwattage le not taping increased Maximum Allowed Li: tin; Watta ; e (Interior) . Location (floor o 1 (floor /room no.) Occupancy t�tscrtpNgn Was per ft ••• "3"14 "3"14 05 works !J . band) t1• ar 3 :50 101 & 102 Re : 1 8 42 • M 11111 Iiiiiiii• iR From 1 4•1 (over) • document WI asceptlons taken from footnotes Total Alic wed Werra IEM4,c»is Pro . osed LI : btin ; Wa tta; a Interior (nay not exceed rota Mimed Wee for honor) Location (floor/room no.) .1 Fixture Description minammolimummomormomalmommumem a Total Proposed Watts may not exceed Total Allowed Waits for Interior otal Proposed Welts • • 3 ..._ Maximum Allowed Li : lain • Watta : e Exterior PM Allowed Watts Allowed Watts taorertadon per ft or . tr ^ ,,, ate ; ,t . x It for x in Covert • ortdnp 0.2 W1rt Q' ' ' AM= a 4 Outdoor Arms . Q.2W 1111111 MIN • r► ;.r ;mow • 1.. 025 Witt' 111.1.11111111 rdM Phil 46 Its Nate; for building exterior, choose either the facade eras or the perimeter method, but not both) Tobl Allowed Wile 1111M1.11111 Pro ; osed : . tin; Watts: e Exterior Par not epoe.d Total Allowed Wets fur ) • Fixture aea 11E111111E11111EM �� U • t1 r w A. • •.♦ eR:1�1a1 ,iittraiMil 1.11.111111111.111111 =1111111111111111.11111111.11111.111.111111.1 ' i� � T Pro poor d Wale may not bored Told Allowed Wald • Exterior dal Ptaf awd*}1b r*O.i.`_ MAY 1 1 1995 PERMIT CENTER t ` `ter 'w -,41vd `� S ' • p �, ; �1 If �, � � ; Ci of Tukwila W ila John W. Rants, Mayor ` 0, Department of Community Development Steve Lancaster, Director May 4, 1995 Robert Kroese Percich Kroerse Architects 603 Stewart St. #707 Seattle, WA 98101 RE: Goodwill tenant improvement Plan check number B95 -0116 Dear Mr. Kroese, We have received and reviewed your April 26, 1995 fax regarding the consequence to the existing warehouse exit system. I have also attempted to contact Howard Braden to resolve the exit concerns with him. Regardless, the proposal to delete the NW exit is still in question and the protection of egress from the NE exit through the Goodwill space during construction is a remaining problem. Further review of the project plans has also determined that additional information and /or corrections are needed relating to the Washington State Energy Code. Please address the following comments. 1. The insulation values shown on the architectural drawings do not comply with the prescriptive envelope values of W.S.E.C. Chapter 13. Provide revised prescriptive R- values or supply documentation to show compliance through one of the other options in Chapter 13. 2. Provide reflective ceiling plans showing the lighting and switching layouts. A lighting budget and schedule must be included conforming with W.S.E.C. Chapter 15. Any proposed exempt lighting must have specific reference to the applicable code sections and be identifiable on the fixture schedule. ,•N To confirm you have received these comments contact this office and /or submit revisions within ten working days. Feel free to call me if there are any questions 8:30 am to 5:00 pm at 431 -3670. Sincerely, (KW, i. d t°- ' t1 "‘ -. . Ken Nelsen Plans Examiner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 41313670 • Fax (206) 4313665 \ a -p7 j,4 ,y4 t kk- a14�, #d{�j Fw ry 4�¢ t s, t 9 �.. }7.V' • .. .. .. ... ... ... .. ,.1 s .�t, �,... tr .,si ._ .yr i .,t•,' ,.i ..,. S i t;,k,+'.. .... .vT ' .�: }l..Y..f�� ,p`l stC t; dlr,t f if CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 05/18/95 Activity document routing maintenance. BUILDING PERMIT Permit No: B95 -0116 Tenant: GOODWILL Status: PENDING Address: 1180 ANDOVER PK W Route: 1 Current Route Line: 3 of 8 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG KEN Ap Cond. 04/19/95 05/04/95 05/18/95 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments [LETTER SENT 5/4/95 KEN ] 2[ J 3[OCC. LOAD 457 ] 4[EXITS O.K. ] 6[FIRE PLEASE . REVIEW AND COMMENT. BY KEN ] 7[ J 8[(NOTE, THIS PERMIT MAY NOT BE ISSUED WITHOUT CORRECTIONS ] 1 9 0 [SUBMITTED TO THE ADJOINTING HOME INOVATION WAREHOUSE EXITS) ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. • •d •s•••. 4, •.+•..': iN ••. N'^'D6•`�.•14 =. 1.\ TTHU+.1 wer...A..,�,r,..i •.n�r,� i 1 1 f 1 ..w.A.�..�'lS�.�•i1'�R1RL^w ^�wS RRR.... •. .4�'ii 1 utii`C �'.•... 'CL1•` C•ti RRRRl1^'i.R�R .�LRRRR'CC�i� \�t�l Ij DEPA t MENT OF LABOR AND INDUSTRIiz.- THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A II 1:1 i "' ,.: • „ °,: �I�rY1 . . t j,�! : r l i , (' •'; ' • �; �+; i>' `!' , n '. t , ' ,1J Y STATE OF WASHINGTON ' ∎ ,• i.., ;.. • , r * , i ....., n.y , . • 1 , . ! ..., 1 (, k , . .',: x 1 17 f.. $; -d �l�, � 1 +� �; ; 1,.v' 1A:,r , :fir• '.c •�� r 9� {rw., d1 � augklli t a;A 1ATEs» :INC'; ' .'y • ''pd: $ODD 3' ib7' • , ,1,.. •r, j at .LEVUE WA • 98009 I I ` �...w r2 w .� tc�.�, a ��w�• 11125-051.000 13. I 1 �,.iy i� / t1a�,+�• ••4•i1. a"� ►"►..� M..'wi2`IS`".• i•,y •r�••. h+ •n... •1, ., *WW1* I • .1 '� �!F111�� •�•'`uu�.wt.,w wK.y. •... �u C` 1iCC�..wM \r',a`..��i \t t •w�... • RE018T1RID AS PROVIDED BY LAW AS k , . • fj r J l y ��/ Tl t !',..608 CO�IT . 4EN ► ' • 1 REat8TRATKN ow it U .' 1 tX NuT10M 1 . Q 1', ►• •lx;O'U11 W Ii1� 5121 O ' ��i � •d 1.. . '''' EFPf1Giti'rn .1DA'I€ 0,94€0,4 /00 , • .P0011faEg • •ASS C !ATMS , CO' INC S 0 ' b9 9 � ®OO9 CITY OFETUKWILA f . JUN9 ? 1995 _ PERMIT CENTER 1 MM ED BY DEPART ENT OF LABOR AND IN ,,, ;,� City of''l'tikwila, Washington _.... _.�_.... _,_.._... • y 11 (ti.r )IJINJI ���)ia) ii U` ,' Il\,ll`` � ��\IC, EXPIRAfIONOATE 1>� „ _,..._.. _.,,..., -' ,'� ._ ' _._ . 1 ' ? , 12.31 -9b [ ..... 7461000 Gariaral CoabrrElvtor OA re IS8UEU LICENSE NUM9ER 01/X9/95 9l - 797 ` ., 'TELEPHONE NATURE OF BUSINESS •- _..., ....__, . ` r . .._r.Tn,. NI 8.T,: GT cA ..T_.._ U Tnag_ _Atra -an7` CAI -5 nri u,e.- , _..__ I IOOODED CONC CAP \ / SITE DATA No,E. PORTION r ' IA' II. . AT RAMP 9oTw 61Pa6) WITH D Ex, TOP GP 6At6 1EaJ PIPE W/ (71 -6' PIA 6i1.. PIPE COI PROJECT ADDRESS: 1180 ANDOVER PARK WEST $ co tR?Afilc LII� YEJ4aW PILLED UN CONC. AND pOTTQM PAINT. TIT. TUKWILA, WASHINGTON v ►y' PIA et. PIP RaILNCG vERrlcA .� @' 2 CEMENT SPA= -0' OD ear IN 614EE46 IN • ot. - - R ILLA611 top OP CQt. WITH ly' DIA 611.. top TENANT: GOODWILL. SEATTLE /MR. TOM BARKER 48RAII CONT,WIrl P4INTLDPIµ . I N 88' 08' ZI' w 333 ' / ' (� �� �� S '400 SOUTH LANE S TREE: T 1• e0 EM. VERTICAL ePACEp Al b' G ' 7 `p I ,4 ` ` SEATTLE, WASHINGTON 98144-.2889 V -- C +4A1' R ANTEDFN 1 FINISH. �� ,g, K Ig i ARCHITECT: ROBERT KROESE, AIA (PROD, MGR.) r: v RAMP CNW'FEEPGa6 . 1 0, b i � PF:kCICH k:kOESE. ARCHITECTS ".i I ;. -I r , S 603 STFWAP1 STREET, SUI /07 %11 I I r r -; I ` r " u IS A SE Al'. F WASHING TUN, 9810' I " `" � d I L yR ApE OR _ . AAI % i , rIp REGULAR bTAL b BULDING CODE: 199' JRC L • :.. . , u • , CM 8' b' g' L 1 I ' 1 ' % H CHANGE) ! ' �` I .. CONSTRUCTION "iP " +`" . , UCCI I PANCl ": : F:: N sr k1Nh.I_Rf.,1 SITE AREA: 4.'8 ACRt s ('81,998 Sf) IX:STING BUILDING AREA: 83,?',':' Si TOTAL ' , • • • WAREHOUSE . S i 8OJ_J_ � DE 1 r�IL GUA RAIL I �. 10 OFFICE SHOWROOM i, f-1 r_, � . PROPOSED BUILDING AREA: 83,272 SF TUTAI 0 "" y • WAREHOUSE 50, 3, SF SCALE I/Z' • 1' - 0' SCALE I /Z' • " - 0 U 0 a OFFICE 13,040 SF ... 'y • RETAIL 19,868 SE - 1 - X- - WHITE LETTERS 1 PROVIDE SYMBOL N ALL t_ F+'�) SITE: COVERAGE: 45./5% 5% (NO CHANGE) 1 4 6 ON B L UE HANDICAPPED PAM* * 1 EXISTING OFFICE 1 8 h I a 9J REQUIRED YARDS: I STALLS INDICATED ON , 1 ww di FRONT 15 FEET (NO CHANGE) 1 ' bI1E PLAN SIDE REAR 5 FEET (NO CHANGE) I 9I METAL SIGN, BOLT 13040 8F ■■■■■ ins REAR NONE REQUIRED • TO PIPECOLiJMi ! ����� f! PARKING REQUIREMENTS: `'I Wyk' v � � �f WAREHOUSE 01/1000 SF' _ ' OFFICE / SHOWROOM 02.5/1000 SF e ` AOO�. u (MGR ab �('� PER ►�L w I RETAIL 02.5/1000 SF in 3' DIA PIPE Ca. uv 1 TOTAL STALLS EXISTING 109 STALLS I (2'COAtS t SF ADDITION: i (UNITE) EMBED I6' RETAIL PARKING 50 NEW PARKING REQUIREMENT) 1 INTO CONG - .- .- I WAREHOUSE PARKING 20 CREDIT FOR EXISTING USE) ' _L 30 ADDITIONAL STAL - - - J.S REQUIRED GRADE - I' A I NEW STA PROVIDED 30 •+ >' 1 TOTAL PARKING PROVIDED ' 39 FROM! SIGN • ALL i _ ' L COMPACT STALLS PROVIDED 37 (27 %) faANDICAPPEp , i:,,, .• 6' DIA ,24' DEEP PARKNSSTALLS " 1 '1 ° '` ; 'i;`fi'i ; -. CONC. Pootna :� IDICATEDoNSITE :I : "; -1'! . - i 1i ■ a Zp PLAN 1 i_1��. 1;r. -'_ in :6,'p, • 1!1 n � 1 { a LEGAL PESCRIPTION IC SIGN PETA I L 4 WC S�r1~I off. EXISTING W,4REHO 50,333 8F ,� li SCALE UT = 1 - 0' NO SCALE ! { ' 1 FAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: REbTRFE TO PROVIDE - BEGINNING AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1; THENCE 13. EXISTING ROOF INSULT IS R -19 BAT', I$UL. WITH 'lINYL :'APOR BARRIER (Ib) COMF'ACT Rt4ilb NORTH 87 DEG. 44 MIN. 8 SEC. WEST ALONG THE NORTH :TINE OF SAID 14. NEW ISULATION ON WALLS TO BE. R- 8 BATT INSULATION FJLi. HE!GH'. ' VT HANDRAIL CONT. At RAMP 1 GOVERNMENT LOT 1 A DISTANCE OF 949.49 FEET; 'HENCE SOUTH 1 DEG. 51 SEE PLAN FOR LOCATION OF METAL ST'JDS AND GWB FOR PROTECTION � � TOP i MIN. 39 SEC. WEST A DISTANCE OF 383.34 FEET TO THE TRUE POINT OF Ibc 4Z BEGINNING; THENCE CONTINUING SOUTH 1 DEG. 51 MIN. 39 SEC. WEST A • 15. EXISTING PERIMETER IS IrJSULA ^ON CONSISTS OF R .' RIGID izSULaTION i ( 2' -0" HORIZ. AND 2' 0" VERP.CAL. hi DIA et. PIPE RAILING VERTICALS + 9 'k - :. , RE6TRIPE AT RAMP TO DISTANCE OF 546.54 FEET; THENCE NORTH 88 DEG. 8 MIN. 21 SEC. WEST T SPACED 6'•m' oc er N eLEEvte N b ' PROVID re REGULAR STALLS J 333.00 FEET TO THE EAST MARGIN OF ANDOVER PARK WEST; THENCE NORTH 1 I ' DIA CO C. BASE UN !IV DIA en. DEG. 51 MIN. 39 SEC. EAST ALONG SAID EAST MARGIN 546.54 FEET; THENCE TOP eot. RAIL CONT. WV PAINTED RN. . -; � - PROVIDE 6TRtlPIG FOR AT Exl6t DOCK FOR, + 1 • SOUTH 88 DEG. 8 MIN. 21 SEC. EAST 333.00 FEET TO THE TRUE POINT OF . - " to. 61. VERTICAL, SPACED AT b' :ill s. ---c.".:. _ -_ (I) I�GUL11R STALL BEGINNING. OC With PANTED FN1614. in V. , a .- ''.. - N • .-- ✓' (10) COPACT Ai L - t • • Exlbl'NC" 46F►WL+ RAMP 1 I 1 4 ^- GENERAL NOTES lid . ., � , SUBJECT TEN J f .� IMP RO V EM ENT 1 I •� H ps11CA& I I 19068 SF 1 > ' � 1 I ! 1. Ali MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 1991 UNIFORM,iCfL 1 „ % BUILDING, MECHANICAL, MW ELECTRICAL CODES AND LOCAL CODES. 1 ! J WMBlNa . , • 2. TYRCA; DETAILS SHALL APPLY WHERE NO SPECIFIC DETAILS ARE GIVEN. pip le J ge) (d , 3. SHE CONTRACTOR S 'vT RIFY ALL DIM., ELEVATIONS, AND CONDITIONS co - � 001 cW lit i + RDRAI L t� o R;OP .O CONSTRUCTION. © G M 1 •+/ I , CO NC" • � ® 4. A, L D!M. 4RF `0 TAKE: PRECEDENCE: OVER SCALE SHOWN ON PLANS, SCALE 'Z' e „ - 0' I j F . E',A'lON:B, SECTIONS, AND DETAILS. 9 I Q , 3 c �; ' 8 F 1 p FILE CO g j I No ., Al . E K r JOURS TO BE OPERABLE FROM INSIDE BU:_DING WITHOUT KE. fS OR fe + I� :nom. ? 1 L - , SPI.CiAI KNOW; : EDGE. d CheCk v vels a I I JC � OW!Jf.k AND CONTR O JF.PkMd;t IxTFti O T tnANT 'Mapn,T..c:r' „iersta ndthat nor'? ,stat B iol 4. T * i. M I WO Rk. ; Jr Cadorn' ' otat of I y • r wc (' • AS RE.1 /•1F J TO S+iE :CONS k;tC'o', WHERE NO' SPEGFICAi: l JFF:NEJ twr no a "' ?,.ce'D o1 tan ie 3 ON THE DRAWINGS. i „tcoda u� °. .now , J L. I s COPY of aVP � r Q v 00 D i 3 - VAN ACCESSIBLE STALL DRAIN • PRE. E.YTINGUISHFRS SHAT ;. BE • 'POWDE J PF R Nf PA #10. / DONAflON RAMP - PIPE BOLLARD SEE /''0' Z -0 ' I 2 �' - �' CLAP 8 . AL: INTERIOR WALT. COVERING MATER ALS SHALL BE. `IRE: RESISTIVE OP ti _.. / DETAIL SHALL BF TREATED TO dE F:RE R: S'ST•vt, SO AS TO RESULT IN A FLAME • 1 �' t I ni uate ( I I ( -- - • SPREAD RATING OF AT LEAST CLASS .0 I' (CLASS FOR EXITWAYS). rTNo 9c ! 10 , I 101 Porm I 9 ALL INTERIOR WALLS ATTACHED TO SUSPENDED CLG SYSTEMS TO MEET THE 1 2. a a 1 /13'sP -0' REQUIREMENTS OF UBC SECTION 2309 & UBC STANDARD 48.1815. IvE6TRSnPE To PROVIDE le/COMPACT STALLS N 88' 08' ZI' W 3330 Roe mo. 1 P^ ,E "' ONS IN WALLS REQUIRING OPENINGS ARE TO BE EIRE PROTECTED '95-11 '95-11 ' -PROVIDE NEW STRIPING FOR STOPPED ► r' �w1V� D PER UGC SECTION 4304(E). (7J NEW Cd1PAC*MD (9) REGULAR � QR�vEO 1. PF a,: "' '',0';S IN FIRS AND CLGS REQUIRING PROTECTED OPENINGS ARE TO O BE 'mitt SOPPED PER UBC SECTION 4305(A). ' 4 ?. WOOD JSED IN PERMANENT PART!':0'.S OF NONCOMt3US11BLE -A N #2. F"LAN FLOOR IA j c . /S\Oc • SHALT HAVE FIRE RETARDANT TREA TMEN' PER UBC TABLE •7 -A, , NOTE #2. �14p�NGU I' = 30' - 0' e Fc33 1 5q5.......0 lic, RECEIVED Cm CF TUKWILA MAY 3 0 1995 AN PERMIT CENTER 1 , -.• - '-- a ' '� --- -- -- ---- - .. -- .- 0 1 9 ® O • 226 m 0 4 ® 0 0 II .. 20'-*' Is 40' -0' / 44'•0' ♦ 44 . 44 -0' . 44' -0' 4 . 44' -0' 44 20 6 - ' 1- 0 1 1 11/ -b• 7 . 8. moan mdsmb oat am !!!aa i f V No Pi To Mu Won • PInV1 NW L LOWS • . - _. U L D RIM imaL.. M D N O IN MOM' DIM HAIDRAILS W i .�..�, DORIM &RO uI� 4111 Ago n' Tor, .. , 7 " tr o.c. 1NIEIE*D. RAIL ^ ;. ma i S !a ` y i t Y , Nu l an AIL '°-!` I rd d bil a a a ' �4.0 MOM AN 00 411) EXISTING AM BOARD DP e i C s ) [ !X*fl�4'KVlPU� Sfl • • so 0. - EXISTING 4 X 8 SKYLIGHT, rrP. L'�7 ef,16 SIB RI,{ IigIR R•s DM 11111.41104 i W : 1! -- H-. I C 7 r 71 IC 7I (- 71 r 71 71 F > t1a T PAWED PIS TO De I\ 7 •e' MR e tilg l i l l 0 IL�I I/I IXI I/I I/I IXI I/I IXI a � tria V. J V_ _N I. J IL V. _N V.J V. _N lilil pct TILE lai I iFw , nr0 t4CIN RACED Dm &COW • r�'a'.e' AOOEMEE H • r ,.. 44. 11144.1.6 AID CMG t0 ROOM W Clete .. • " O `O PROM VQ a' TYPE X MID MI DIt CLEAR DM, BOTH J . .. ® . RAFP —� 1� 6' NETAL • WALL ItI.L J . tt3rA1t1 11 , • • I1 -b' . WM Mb EAC,tt MDR -. • IN tEt O 011C.) b 0 • f . ® O I - © -- 0 0 © © ®� . 5 r.___ Q O i'- e�e'.r MINIM f I�- E `P 16 10' A,61.61 i 1 / 1 matr I� II�A ray V. J Mole At .2.4 I i a $ IL J in in r I ?as+ 5i h 1 i ' 4' °' 8' ' 135211212LABEA - b NO STORAVR $ $ 1 -0 -m' 4'-0' 4b' -m' $ 1 THIS ARE ^ OS 61111 PLAN POR ra4cue II I LAYOUT fiAS AREA I ► ��! e 1 40'IMUS PATCH IWOR M Ae aoO 1l3MlD ARM MTALLATIOIL _ ,y — - - — rte- - • o , e e., J1/4--4, — — — �-�- —� i i \\ % o• V. IXI �„� in $ M ICK NAM PROVmeD AID WALLED ii — — in !Poi m• asILL. T T 4 LOL4fl0•b AT mis PILL Ji9r4, PR•M6 MC LAWNS O fME AID 4 LOG1TpM N t4fIR1s (DASIED) - O 8 1 MD ROM DRAMS TO AIM= �' GM OD. WALL N PIi�1,Ct10N AREA 1 PRIOR to PmmcATIOR t.e I A . • II • - - - - _ by PIPE DOLLAID, PER DETAIL i - — _ -- - - - - - - - - - - . 04 . 0 0 - CENTER COIL STAIR AR ON Dom MAX WDTN / 6t2EL PIKE DOLLAR i T .:47) 7.4' 4E DETAL 6' -0' 4'-0' a.an Sb' -9' 1 81.0• l__ / - -- 114' -6' +i' 66'-8' 80-0' - EXISTING CONCRETE WALLS TO REMAIN NEW 6' MTL STUD 1144U. FULL HEIGHT WIN tA LEGEND CITRECEIVED FTWIUI atiall MOON mu 1 1 11Q5 PANTED G EACH SIDE. NO MSUL J 1.00R PLAN / GIB gralIMMEE NEW 34' MIL STUD RIR • 16' OC AT EXIST CC�NC. , k F M IT CEN WALLS WITH R-8 BATT M HEW SUL RILL HE 4 GIIO masse NEW 3 METAL STUDS AT 16' OC WITH G113 EACH WIN PAINTED FINISH TO 14 AN. NOTE, SIDE WITH SMOOTH PANTED FINISH TO 14' -0' AP B *VA u �� +� TH S IGN FACE OF MUDS 8 W MUM / UCT. COL. AT NORTH OR WDERBIDE OF LAY -LAY-IN CLG / A60 OP. *V O f .. - -- ''� . � tV Ot AND SOUTH W4LL6 HOLD STUDS AT 4' FROM WAIL F ,�� ,,,,. ---11 A p p R 0V E 0 Cell AT EAST AND MST WALLS. - - 0- -- s D '0 151995 ■ . .... _ . 04.0c..... Bcis two i ic au� p 14( ;oN1SInto FLOOIIFl.N ' 11 ki C9 �S) 1) �6:> C5) r T . 4) Ca) C2D (II , 11 1 II 1 f - . - - - - {- EXIe11NG mimeo AGG, Cant. PANELS -t -- - -+ ' lt I / - t - - EXISTING DOOR 4 °FENINO 1 d ell M GLAZING 1 f i II = i I r r r l I -, ,_ • 1 I I i I i I r ,_ F - . _ _ _ .. I r 1 ! r i - - - - --- - -_�- .n -- \ , ' II I t1 _� y = ' t , '' 1 1 I- a 43' K GUARDRAIL M P i 1 1 1 i i 1 i �h������ . 1 4 t EXIerING AIR olm- ,iiiiI _ -_ ^ = _. — - - - - I '-- - -- \I IIIIIII IC — / w I lie e---- - VI:5M RAMP . . SEE GUM MAIL DETAILS - IOW I�_ 0 E�icnto Rolaart Arm X41. AREAS, w y o CGNC, R -6 Me1 4. 43DS SP ul • '11\ 1� a 1 • If \ 2m' -b' O O hDD OM R 0 INSUL, 0/43 66'30 as OFF 111111.1111. * 22' -m' * MOM I S e ■ •n 1 II • � NOTW ELEVATION 1110.1.111 I I' - Im' Im' -2' - rata 1!014 SF . .. SKYLIGHTS (2) AT Ott 364 el 5 , ... I /8' s1' -0' ,,____L--: ("AM - -.. _ . • ' ' J C © \ / I I ► I l I i I II I SEE LEGEND, SEE1 A•I I Y li FOR WALL G04e1101C110N L G O d w i 1iii. TYPES. - I ec WOOD DOOR IN M. ► SSEE - - • �'- I 1 -- elst4GE DT 1 EX ISTING EutDAifi - - — } - ) O 7 _ •• r V SEPAAATE Par ' GLAZING AT ENTRY i 1 t • TEI WHERE REGIARED. - - -- -- - - - - 11 _ II ING At RAh� WV LAPJDING AT •1'•3' 113 r - -. -'� I ,I , I 13 15 AT 4' D , a I' / , - FR�LFLOOR 717 Ifi I ii =,T - �. ,_. IIII 1 = _ - - r � m inillllu111111 1h111 111i11� i 111111111111111�g111 - ` f i I Illllllu!n 11.. rr.. -- � _ �, 9� I 112 4040 RECITE ! - ` PRE FABRICAtEp CoNG6rEEL IA I W.Mn-FRAME to MAT O4 DOOR FR i 9 ACCESSIBLE RAMP. � JG � ' • LIEST ELEVATION 20 ,. ._ I t r 1/8' =I' - ► . ylR► 13 12 II III i Iii $ �� (4) . !� � i M 1 it I ,1 y' -m' i 31 -m' I -- �! -- i a n il 1 1 I t - --- -• ----- -- : __ 1 ► � I il U u O O �� MOP eRK J . a a II I 0 I' OM iii i 1 t T - — - 0 IP 1 I I, a n r '• - — en I ,�„ + l 11 ) ' EXISTING BUILDING ► i G t y 91CN4Cf BT RAILING At EXIST. ! - - { EXI STNG STOREFRONT 1 I GAP (Exp.t GOONW - - + - ... - - - --+ 1 !.M(?s 106 • e ,.. 11 101 1 j' © in i SEPARATE PERMIT RAMP SEE DETAIL - -- --.- , / ' 6 LAtmPIG AT •4' -9' J r ; (b \ ' RAILRG AT *S'P IW 4 - -- i 1 7. r \ BALLJIeIEPb A14' o/e . rr "T. �.„ �iS L'� �..� •7�.�� r.�'Z��• ...i�7i � � m— - T / I IB'�I' -m' _ -s- - - f 1 r---.1111111111111[11 ,,tj. - - I I I II _ _ __ _ —, a.. r.. .+:� n?lr}st��fiti �� + � l I , wrTl+i'f +�i . 1i t 1 ' ��I�� I,� ,� , , �� , i 1�1 �1 - I l II� �nI I !eu1 ----- _ — �F- - - ■■ I 'T t.t.tn �i4, � 11111 !pique - ! t I � _ 11 i _....- ._ • i i ii iii- - ' .... I ..... -. 3s �(T n r}ar 1. - - _ - - -- - -- �� - - - ---- DETAIL ,, Llu'. .,o 1L11. - _ .. • pl� l��l N�IIGUIIIIIIIIIJIIIIIIIIlii1 !iii! l>:Ili _ � + I i '�d � >�1< ' I;III I � ii 1 r �BOLLA, Im 14'-6' e ' -6 k k iu „ . i.11,1. ,,a rr�rfilnlllllll I i 'I 221-01 _ __ ___ �_ h N i li I . , 1 AI -*- ._ -M RECENED CITY OF TUKWILA a °� �I tO :2;: pP Q . �^)J ENLARGED O IC �1...�4N UJEST ELEVATION EAST ELEVATION ,ON 1/4' e 1' - 0' 1/8' = 1 - 0 At LOADING DOCK 1/8' a 1 - 0' At LOADING DOCK ti0 D114 0009r ELEV i a . - -- - - ._ 1 (PANTED) of SIDS • -- - I 1 - - GAEL (PAINTED) EA SIDE i 1 I - GAO. (PAINTED) RA SPE D 0 0 L C 1 . / -0 I , i nD le � PER � OP MI.. STUD WALL 16' OC. � H t 1 W 604OiAI I� 0111111A011001 • _ m ' NOW MAPS Tho L a IU1�SL -'- - - 1 w ' wale as LOCK AIMED - • WRAP 1YP. HM DOOR FRAM, I .c: - - f1rP. MK DOOR FRAM } p� p� PANED) GAS - — IIRAP Ata�I6m GM � - _ MAP 4 Ita Q a 1 3 ' S t 1 -01 I 1 I } UM _ LUM • _ _FULL GLASS - - woo 11 AL - ( PAINTED) ((PANTS) 3 3 -0 1 1 - 0 } P /4 } 3 WOO f N A I"1TAL ` il r - - r _ - - _ HaRpWARi . _ 4 3' -0' 1' -0' } : P r , H. METAL N. METAL - -- — -- _ ICS Y _ ' 1 'R 3' -0' 1' -0' r TMFR * ' PL TIC ' tN. META,, fi — - •C ... - — — - -- a t } i ! IMPACT DOOR f ! 8 3 -0 -0' 134' SC WOOD N. META. i } ' - 4 I? I ! 1 1 ; • ME o DOO PER 6C+}EDULE o - - - - D01a1Qi E ACTING F ! �, ; r b• a.m. IuEmoW 611E e 3' -0' 1' - 1 I • SC WOOD 1 N. META ' } - r- % DOOR PER I / , , J F'ER PLAN. 1 a - OO WE4 /� I I *I 3' SC WO _ t ETA _ • ' • • } 0 .. R D r)ooR BEAD W II TOW WE4 - 14 _ Y -01 , -0' f f I9 /4' °�C WOOD - i , N. META. 4 • w f i 41 1 1, ' .1 • 15 3 -0 - - ii 3/' ' SC WOOS rl_ 1 - 1 SCALE 3'el'•0' JAMB SIM. © SCALE 3'•1' -0' JAMB 81 rn © SCALE 3 JAMB 4 SILL BIM. 0 •/4 II... __ - - - e'er W U. 18 3 -0 1 - 1 / - -- +- �_ V 'T .1 I , 1 -- + 1 -0 • ± -t 134.-1-1 � — - r - -t - -- - + -- r r t - ; : , E i : : Lt Sg ' . . t L SC WOOD t N. M EtL,� _ PRIVACY LOCK t- WINP ANTEDFINIeH ! 3 4' SC OD N. META, Ch A4 UN PASH I — T - ExTTILT UP WALL • -� 19 2 6 0 C OD t H. ME A,. 1 ' t ' t ! t- - + � -- PINS ON METAL STUDS -- FNIIN4 ON PETAL 641JD6 4 fra 1 r Due LATH SMOOTH Pro , K ITEM. AND VIM mama Mena niii & P ,, O N OSH S©ftOI 1 1. 1 6 a Q 061 COMM 09B ■ d , I 1 -! NO. U1 Q0 UIO�OOE E 0.1L( WW2 ' \ ; i , I • - 6141M A6 RF(REQUIRED D 1 --4 �.. 1 -- , , � j SHIM A6 aunD I ' SOUT �' I t H I i 13 WE�ad6 AND DOOR ` � I - CoNTNlOU6 SEALANT AROIND I 1 • I 0 I. 0' Fl?AT' I t ' ANOD. Ar {M FRAT� I I AT 7 �0' I Ant ° e o� Tr .> - -- - E AST WEST ; , 0 1 t 0 ; • ♦ -- --- A ALM. TOREFRONT I I i 4 - -- /1400ALUM. AM k I I I I ~ I � o D PER ssma ls OO I ! ? �' I I I I ! 5;11"1 j • IN ciao POSMOR - NORTH S Q I µ AtIOD. AL{M NUPE M MOD. \ + - EJSUL TEMP. GLA66 M • �t �U ? 11 1 - I X ' X i I 1 6 . MOD ALUM FRAPE 7 101 CHECK OUT 102 'SALES A CN • 1 I 1 • I I 11 I :• l 1 1 1• i� 1`�' 1 I I I 1 U S a - ♦ slit ' iv , ALUM. Did WE4 ALUM. UJIN. HEAD 0.. DOOfi� UJ,4�� RE - .• ♦ , + , • ♦ ' r 103 ELECTRICAL ROOM • • t • ■ SCALE 3'.t' - JAMB SIM. ,1 104 _REC • . _ , —; ♦ i ` '- • ' - - . __ . SCALE 3' • I' -0' JAMB SIM. l SCALE 3'81 - + �� + , , 1 . . , , ♦-. ea _ '` 1 05 IC Ih1E YES �R� • 1 t t 1 . \ _ 106 1/ �/��•� V E3T at 1 / • . • • ♦ • rt,4 I • • ± I _ .. .....Dona PER DETAIL WT - -- - / ^ - / ./ _/ 'y , � „ 'F' -fyQJ - — _ t CR066 TEE C v . 1 08 STR • ♦ • + — • - t - - - - RE O OM .. ♦ T : _ + f 1 t / MAN OR ' JANITOR • + • , , 1 1. f + r } f • • ' t ' t - A CA J6TI0AL 6EALaxT (Trn) 109 _ MENS VESTIBULE - i• i _ .- + .� U 4- i) »S 111 I . M ENS RESTROOM .1 I 1 I I - • I I I • I • + f - METAL CASING BEAD - - , + - , 1 + 1 t } t — t t } / /J //1 .�Ll, • 112 _OFFICE _ -- - •1 ; • - - •} i 1 • f - t - - f -- - -- - - -- -- • • .1 + } ♦ 113 _LUNCH ROOM • i t + } �A - — - t • i }. L • Ar�u6 114 DR R _ — 1 -1 - 1 - 4 7 • - *- +�� - I + - - - -- -- - - - -- • SEIM yea r I NIL_ . - -- TOP FINER WITH • + i - - - PER WDC I C�1N6 TILE 2 - I x Mb 6TEFIER 079 - - -- - - - — .. -- 6TAIpHm 411ecc - + -- � 0 I _ - AIM A -44e SCREWS • NB � D Ih ROOM � ' • } ' +l _ • � t � • ' � � - I - - -- -- - - - - -- b 4' -0'o.0 116 D _ 11vG ROOM •I 1 ( - 1 •` 1 1 1 I - + I, ! l• I I, • I , I + 1 i 11'1 DRESSING ROOM • f + , -; t ' — I 1 �t t t .r f - - • f , BA1T PIEYt ATION AS 118 •' • • t + t t -1- J- • t - ± -+ -- ---t - J • REWIRED aREWIRED 119 _ DRESSING ROOM �± - - - - ? i- - • — - - - -- -- - , : • , , + ) - - .{ — + t _i___4 f t - 3 ►1'rETAL STUDS t 1. a• . 1 ♦ I. • • • - L 1 } • i ! 1 -t- . 4 ±-1- \ (� WALL - • 7 -0 O. C f - - \ 1 NOTE )1 I ' A C. T. I �- r ate CEILING ereTEM SHALL eE INSTALLED PER U.B.C. ti-0] 1 Tr-0 - -1 L STANDARD 412 1 UBL. C3i4PTER 41 �® EI SMIC DETAIL CEILING DETAIL O SCALE 1.'4'•" -0' 8 SCALE 3'•1' -0' a® h 4' ACOI$TICAL CEILN6 TILE OCT) - . - , ' � (, P. 1 .101ST \ ' MAQ} C411 EVER ' R WIRE ATTAC1f @R 4-4 -, , --L. ` Q.& WIRE 7 ' TI' MIN nallil 4•OG4WRE p � �� SPACE PER IDC 6T i L ^` 7'r: •' .. • . / VERTICAL WNW CR EQIAL JOB N0. 61R CANAL FRAHM ACT 7x4 - - - -- NOM1 DUE ALT EH4LL � -- _ �' � W it RECEIVED - -- - 0 1°1 0 1% F O CRV OF TUKWILA °' :e° 41 MC Naa SO `'" MAY 1 1 1995 S PER Mt CO PET4I N PERMIT CENTER 0 Or I G SCALE 3'•i' -0' w o`NCO � •