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HomeMy WebLinkAboutPermit B93-0161 - ACURA OF SEATTLE - RAMP AND LOADING DOCKAcu 0‘ oF 0,Aisi•TLE City o,, (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: Gas /Elec: Wetlands: Water: N/A B93 -0161 B- BUILD ACOM 400 BAKER BL 022310 -0075 CM III -N Contractor License No.: PHARRC *233P8 TENANT OWNER CONTRACTOR CONTACT ACURA OF SEATTLE 400 BAKER BL, TUKWILAWA° TALLAKSON HASELWOODENTERP.' 13201 SE 36THSTBELLEVUE WA 98007 Status: ISSUED Issued: 06/07/1993 Expires: 12/04/1993 Type of Occupancy: STORE Slopes:, N Sewer: N/A PHARR COMPANY .: 114 131STAVENUE N,..E ,,s BELLeEVUE�`, WA' 98005,. ROCK P,HARR .j. . t,; 114 ,131ST ,;AVENUE .N. E , : BELLEVUE,, ,WA 98005 hone: 206.455 -1087 .206 455 -1087 'i * * *- * * ** * * * * * * *. * *k`* k *. * * * * * ******* * *** *'* *kkk **,* *kkk* *kkk* Permit Desci^`i!ption. D INSTALL AUTO RAMP AND':: CUT E'X',f'STIN.G FLOOR SLAB;�:`A LOADx�('G DOCK. • P. Units: Ot Buildings 001 Fire Protection: SPRINKLERED', • it ',. 1,` Valuation 28,0107'00 SETBACKS Back Right: Total Permit Fee: 452,).48 * *r * * * * * *,* * *.k.** * ** c * *�' lei***•**************' k* j***** **k* * * *** ** *� *kkY * *xkkt�* *k* * ** Per t 1,-,.'',',.* er, Au�tho`r; ed Signature ; ` • ate,.- 1 ' I hereby ertt-fy ,t'hatI have read and :{examined 5thi'•s� permit`' and know the same to be true' and correct. All prov,lsi,ons,ofl l`aw and ordinances; governing thls work will °,be complied/Witt i; =,,! whether,:.sp'ecified here'+in or not. The grantingof `.:'.this,, +�p�ermit does not presume to.; give authority to violate or cancel the *o,visi'ons .of any :o;ther state ,or local ,:,laws regulating • . construction ort =nth "'e� performance of work. 1 am authorized to," `sign for and obtain this bui ':;t,permit. This permit . shall . become null and void Af the work is not `commenced Within 180 days from the date of issuance; or if the work is suspended or abandoned for a period of 180 days from the last inspection.` CITY OF TIJKWI Department of C >.,munity Development — Permit Cent 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 693- OR PROJECT NAME �rc..v r o- of SQ0.±-ge _. SITE ADDRESS 4 oo o --ex SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • 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. PARTMEN`. TE; ?PROVED UIREMEN' • BUILDING - initial review 5 5- -7—c13 l FIRE %PLANNING R EaMA CINIT: • q3R• CONSULTANT: Date Sent - Date Approved (ROUTED 4" :. 3 FIRE PROTECTION: - FIRE DEPT. LETTER DATED: !NIT' -4570 Sprinkl= s PUBLIC MAY 2 6 1993 WORKS TU KWILA 0 OTHER el/ 93 INIT:' ZONING: Detectors N/A INSPECTOR: /' - BAR/LAND USE CONDITIONS? ( _)Yes U No REFERENCE FILE NOS.: .- 'MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? U Yes [t N PUBLIC WORKS LETTER DATED: 9/7_3 Pair. WORKS BUILDING - final review `BUILDING OFFICIAL REVIEW COMPLETED TYPE OF CONSTRUCTION: _1 T CERT. OF OCCUPANCY? °Yes No UBC EDITION (year): AMOUNT OWING: �- c /(.0.00 CONTACTED DATE NOTIFIED BY: (init.) !J 2nd NOTIFICATION BY: (init.) BY: (init.) 3RD NOTIFICATION 01/08/99 CITY OF TUKWILA Department of Community Development - Building Division 6300 Soutlhcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIN PERMIT APPLICATION PLAN CHECK NUMBER Ql DESCRIPTION:: AMOUNT RCPT:::# DATE'::: BUILDING PERtu11T FEE PLAN,CHECK'FEE '':'! BUILDING SURCHARGE: OTHER:-:` ':TOTAL is SITE ADDRESS SUITE # /7/o c. BA[l, r=. rte. 75 ✓' VALUE OF CONSTRUCTION - $ 46, c'cx. , - - ASSESSOR ACCOUNT # dr O v.... S— (commercial) • Demolition (building) -J Other '�/i O � �_ Nc c$ PROJECT NAME/TENANT 1/-) c rJl�,e: = . , "4-777_ /1:1-% TYPE OF 0 New Building 1_J Addition 0 Tenant Improvement WORK: 0 Rack Storase 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: Cr s> ix /ST / =G2 SL/? /, x e"74,LG fatJA1 vv. C-4: 4- 4go1,,.5 c:=,G1t BUILDING USE (office, warehouse, etc.)' (J" ar I/.- , f- r / 1 NATURE O BUSINESS: r_ WILL THERE BE A CHANGE IN USE? No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: 7 4 - WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? R' No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER �C. 1)04 c, iz 4. /- - w.=rrLLE. PHONE �; ?.3 )1QOO ZIP9T j eg. ADDRESS yids 73 r� 2` la v. S is. CONTRACTOR ph4/4,�� cc) . JPHONE 4/s. EXP. DATE __ to ,_.) ZIP7c�'Qo`� ?//7( 7 ADDRESS �/(7/ /�/ !�I' Xi, /E �S'/ Gl d/J/�`✓ /.c.i%r ,i . WA, ST. CONTRACTOR'S LICENSE # D .. e _ ARCHITECT r..0 4iHil TZ p, (LDS PHONE ADDRESS mi,e ig :•yLrr.�i - /a✓ % ZIP 8 /,g HEREBY: CERTIFY.:THAT BETRUE'AND :CORRECT, A SIGNATURE BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON VEREAD :AND; EXAMINED •THIS APPLICATION'.; AND;:KN l AM .AUTHQAjZ D TO . °4PPLY FOR.<THIS ;PERMIT PRINT NAME A >c ::) DATE PHONE ADDRESS / /e,/—/,, /Qom, vv,t. CITY/ZIP E k c s' PHONE y 6S APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED 5- '1-613 DATE APPLICATION EXPIRES annrr COMMERCIAL NEW. COMMERCIAL BUILDINGS/ADDITIONS : Completed building permit aPplicatlori'(one. for each structure) Assessor Account t■lUniber.:.• Two sets (2) of the folloVving.: '•••. SUBMITTAL CHECKLIST 1 1 EpeCifidatibriS.:::::::::'•••••••:,„ :•,,l,„.::.."..,';:....,:::•••••••••••••'..,•.::::::"..::::::.'",:::.:.',.....]::::::::":,....:.:::!:::::,..1....,:::::;.,„••••:::',:;:..:::::.,•:••••'....":::,.... ::',..•••••,.::i•:',.,:i::::•;'...:.,•,:-....•'.;:::.;,:..:••,,::::,::•,•:::••.:::::::::::::',::•::::•::::.::::...:::...-..:..i::::,••••,',i.::.....,•.•:'.:"..,...', . ,i.‘•.,...'......1„:'••••:::';',::::::,:::::•,:::'::::::::::::.:'-:':::::::..11:,:::.:::::::::•;,::': a -,,,sirepkeiii1:..ea....1...fi.....,6)61iens:stanj PPel,...••1'.:'...1'4laihirigtOn:Stale.:lict;riSed.....••••:i•:- . . • .. ...... Onginoor .. , • Soils • repori stamped by'dWashington.Statelicerised:engineer.,:,,..... •• ' • •• •:-: ..,„•:••••••: • ......:: ,...'..,••:•••••••::::-....',:.•:.:.....,...."-.::•••::,,,,:......,....,:,...:•.,:.:....:..::::•••„..„:„...,...... ,,„..,.,.....:..........,.., .,..:..... E1 Topographical -SurVey••••••:::::::....,,....•••.•,.:: ::......,...•••••,,,,,:„:„- . 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' • ..: ,.: •..:...,:-...,........•:•,.......,..• ..... • .:•.............,,,,:•:.,•.........• ...........„,........,.:. .. ..: .;,:,..:......, •tilatiOns istamped by .6 WaShingteriiStateliacirtsed:::. :.....,,.. , .. . ,i.engineer.or architect::::::::ii.:•••••:;:.••"...,...,,••::::-.......:::.;••••',,,••::•..,:::,:::.::•••::',,"•".'..1-..••••-•:'•:-...:::::•.::::..:: . ..::'• . ,-.....".::::::•.!....,:;,......••::. , . ,:.......: .....-........" ,....,..,.......":,;,.. .,,,:i.".:-.........,......:•:::,::::•:"............::•..•.••,.:,...,.......:,.....,......:::::.. :.,....,.:::::::::::;: :1 I 'Legal description:::.,,,..:•-i.:,•••••••.....:,••••.,,,..-.2.....•::-"•••••'•::::,.:•::::::::::::::„......:.,::;,.:::::::•,::::::::::::i•::::::::..,..::,•,:..,:.::::::'::::::::,•,..,...:: .: , ., .,..........•.:• ..,.„.-.,....:,..............,:..-:,•,•••••,..... ,..,,:,...,...•......„.• ....,..,.......:: ...„.,•:,:•...,.:::::::::•..,• . :.„..,:„.,:i.,:....:,,,,,...,,,.::::,............ . .. . . . 1 . ..„,:..,.....,..,...„,,....,„, • — Werking:drawings;.starriped by.a.:Washington State licensed ,...••••:,...]:••:-.:•,.•;.. architect,.whiChlinclUde::::::•:::•.-,......::.•,.:...:::::•••••:..„.•,...:.:i1,,,,•• :„.„,,,;„.;,-;.„:„„. ...,...........,,,:,,... . ,..: .... .„,........,,:,,..,-„,,,,:....,:....::,,....:, .... ... . .. .... ......... ...... ............ ..............„.............., • , .... • ••• ..,::. 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" .. . ,,, , ... „:„..,....... . : . „. . . . . . .,„.„,.................,...„.,..,..:....,:......,,,,,,. „.:„,„:„:,:„••:.::,...,„„, . , . .. . .......:„....:::::„......:.•,:f.i.,,,:•::::.,.„.„:„,„„,,,,,...„....,....i., , . . .. ..„...., „......„,....., ..„.: .„.„...•....,...„.„...,...,„,,•,.:,• ,•,.....„:....,....,...•:..•.,,,...,.....:...,•:-,..,,,,,,...,,....•...,,....... ... • . • . . . . . . RdePK...bl-PP 4G E • Cornpletod building permit application Assessor Account Numbsr •...:::TWO.•(2)•SetsOti plan k:,which inoludo RESIDENTIAL ....commf;1.1,.71.. 1,,I\NT..Iv!..9yeti111.7.:,,:::. . ..,!,:i.,.....,f0•:•••:.17..;i.0....::.4......,:.:..c.,:.:.....:....••.strti...,..ttire():.,.:.: ,..—•,co, • , • .• i .. .. • , •••• ..., .. • • ........ . ' '''' . • • ..„ .. . ,. „.„.... . „..... .-- IMPROVEMENTS ,:-.:[.. ,-..... . ..:'"°.!...SECJ.,.a...itet1°.C1....ti'.:(:117:iiitii:11.....ICij:.p6::;:...°C4....17;iiPI.:'::...Ce'....::.11r.'.:::..i111°1.'''''..'.••••:::..1.:'.:ti:'...'1:::a..........P.i.:...'PI1::'...:Cat11':.:'41!:..'.(''...'...0 )....il...r:....e.''..11.:•'':'.':*"....C1'..iii..'9 '':1'..'ci9:i'.....:.'.'..4.!.......i'''.''C..3.:::'''':.:...'....": ' ............- 'lit): ii.....1;iiif?...;i:::...Y1-1.Cb 17):..1::::..,....i:::'::...-...-:.',..-..''''''''''''''' t9Ilt*Pt..' 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F::. 109: ,...'',...::,..•p..:..:.°v' fra,•.'„•'6....e....•"„'pr:...,6:.:f:.1!-0,'..d... „.,'m....,:c),......07,•:e..,1e3.'..'.'!.9:0-..Yf:....':!:31.-.:710rli',.....6617.w..?.i1:eil.:.;a91:s.......ihtc5r7...i.:71..".......m.'.... °rI6...h. ed.::... ---U Exit e of .' . OnsR?rl...•:::.'i.:.:1:...:,','....::::',464.•:::".,,.-.J.„..:...,..,...-.., •••••fabel10.91::,.. .....-........• Tenant •'irea„.:•,.........zot,...... method .01 Te ,.. • doors existing New walis engineer Structural , ...................... . ii6 cio...1..t..:iiiiaiihyi'd.ila...br.g...:!1:.'..;.'...:i:1,....h:i•....:i..iw.i..,f-.;,,d.......'_7:•.:.:-,1!::,......•:;'..'-.1)....irt.'''.:,..s. C!t°1:1...,..;.:.....:6:,......ii.i.:'...;:°':.•.:(•••••'...:..'''..'..".(4::::::i'i'::'''''''''''' 6i.as }irrie.).t•....•-..C).,,:::':".•'.'''''''..'•1iin:ck'...:.614f c;,i:::;:1....:1:si:.i.jti:161i:i..117!..:. sets) ::',';',.e.:'''',....?.. • ..'-:l..carqu-:EiquIr......,....,:.:.:........ii...sii_ ... '''''''''''"":....::•••••'s'sta"1'•iiu09.„.: . .eloar,............:...:.:,,,.,:i,...„..;:„:::,....,„ .. 664'4::.• . ...''''.:i.i.c1c)rfis:::i1601:f19.:..,.'...'''':::::.•::::::,,...i:,..vv4:t.ri's 0 OP `).:. *: ...i/i? '''''::::::11.Einy.iJyti!:y . . ... .......:.!::.. ,,.. ''5::.):'::...''''''..... a„or3.: NOTE • ititiii..i1/id,?/..s. REROOF . • • • ,• iciitto .1 Number asp!. g maten off of th& permit . . . . .. :ANTENNA/sATEwTE DISHES.. Completed building permlt application As .seski.AcOotint t:vumber : Two Olaris;. Which Inofudo • .... ':.Site Plan (ihoWingbuildirib.andlor.atic:!nOfarteirkiliatellite::dish betEilis:.antenhafistollite dlsh and mathod 01 attaohmont • . . .• Structural .60)6u10 66.60 engnoer may be requfreci RESfDENTIAL REMODELS .. ..,......,,. ......„....,............••• ........:...„., .....,......., ...., . , . „ .. : ::.COrnpleted.bialdlrig,:PerrOl(aPpliOatlen'(OneilOr•eao - •••••••• ....,,...,.... . ...,.....„.:::::„..,.„, . • Atseascit:•ACcOl.tat:If■tuMber.....,........., • ,... .. •TWO.:(2):teW'ot::vierOag••d.ra*Inpa:: w site:plan,.,:]:;:::,:',...::::::,,,:::::;;.:..:::::,-. - •.:-......-::: : '..,:...:ii66001<iii'.p.11.:;.'.,... .,:....::I. ,P1,P......O...t.':::•Prlar Root pan BOIICing:e..:l....!:oV!cP:::,•:,:S.:::'•:p..,..:„.. (.i.0..a .. l.l:i. views) cross .! ::.S.tritoturallraraing . Aidith;,1f.a. any iiiity,Werkli!'10; be .:done j.. iiiyide.'•:ujill 1.51004.17:±t.*.pe ly017.71.t!9d,•..-... • - •••••....... :,..........,:::...:•:....... plIcatton :•::R.E1399F,„ ',,,Nan's.-ative; •11:* ••...... • h*******. h** * * * **** * * *k'* * * ** ** *h * * *k* * *k ** ti4• * * * *,4 *k * ***:4k*k * * * * *• CITY; OF TUKWILA,;' Y 1 ;r TRANSMIT • k**** 4/ 14.* k* 40. A.:k**.** * *, ***;i4 *dr* * * *+4 *+Vih.k *.hi k.#* * *, *** **k 4. tV.o4,•k*;kik4cic•klr. TRAN$M1T. Number'A ::98QQQ ;73 1761.'48 O i /Q7/ gii13p. 31 Permid `Naa° 4. 016.1 iype': B-100/LO., 8UXLt INt3 PERMIT P .yme,'nt ,'M�thado: CHECK Nutatiant RHARR compouY bits' 8L13, ****.** 4F******.**** h* 44*****,*.,** k********** * * * * ** * * * * * * * *A * : * * *kk ** * *.... Accaurit' Cade t?'eacr• i pt ion Pa i d 000(34 5, PLIjN 'CHOCK - NONREa 17b 48 . • . kTata1' (This. Paiyinerlt) 176.48.. GENERA 176.48 TOTAL 176.48 CHECK 176.48 CHANGE, 0.00 0495A000 15z11., 'Total Fees; Tatal Al 1 ; PaymarttssM Bat ancea 452.48 176.48 2.76.09 t *lich:*thic*:Is. ic** k ir,* 4:..***:4,t4t4e*I“***4e.**,:k14******,*.kit*******4 iv* .******k******. - • --: ,. ., ' • ' c. CITY ..0E..-.•IUKW.ILA:i.....•14A ••:•-••• '•• '.•.„• •.- • . •.••..-: • •:• • • •••:•: : • ••••, . • •;...:HT.RANSMIT.... • GENERA , • ••. • .. 271.00 •. GENERA ‘.', •': . i . • • . ....fis, 50: , , • .* or. of ,* A, **.***,* 14..*•it ***4.4ele• * A.** *Jek,le• or.•*.*.**.**.*.**•*..i,c *:.4,f4.4,. if:* ..* *.ic...k.* ...k-,, A. *.*: * *. *.* ,t•if *# •:. , . , ,. TOTAL •... • • , .... 276.00 1 .•,.-..1I AN M, II.:•.•Number: •:,.:,-.9 30 0.070.9,-,..A•mbIL01ti',;:. '.'. ••'.'.:•: ••',. :•••,..;•127E';. a ity.,, : 0 6(..0 7. /*P3:•••• 09:49 ':.'• ,'•••••:CHECK ••••• 2 .•••'. •:: ;276•;Aill.• ' ,.:. •.. • .'•'`..•••.•'•:P.Oili•t•••'••N No: ..09..d.••=011i i,•,,'•.,•-;!..Ty,p4i •.: 0..7.0.,U I .I.: 0•., .•.•:. 0 UT L.D il.,10': . PER ,11 II:: '..•:.(.-.'-.:•:;.:. •':- ''''''':',.;:CHANGE••.1-•.••••' •'• ••'"•.•..: 0;40- ,.. • .......•.., : : . ,..•.• ....: ly'. • ..'.. ..:.' ...... ,.,,. „ .... ,, , ‘ „ ,., "• : , ..... , . , ,, . .. ,. ...,.. ., ,. • ... ,.., . .• • : ..• - „. . . ' -; ' • . .. . , . . . . .. . ...."',•r:.'1'..:•',1!0 C.01''' 'N, 4i'..'02,23 i.0 .....0I;),.? P ':.';' . 2::::'.'::''. . ''''''...' .''' '-..'''.: ':: .'.:: ' ''. .J. .........' .1 -.. '' 06/07i93•„'. ;•' ' • ••:,:' .,.::-:-4.338A000' 16:03 "...•: ... • •••: , , .. • • • ..• te ••• of•c•••:•• • e4i, l : 4 . . oc.. .0.. , p,. .I.. ,E R .,.• 3 1,,,,::-..:;.- -':-,,';' ,•:: ::' '•,••• ••••::' ',.•'•.••-:::::','••••••••-• -•:':•-,••- -,••••—••••-•-:, • • •:•;.:••. .,::: •••••..' :•,•• ' • ,,.••• • •-•;:. ., •.• .• :. ......„.. ••• . • . . • . " .•.,.. , : • .. •.;.• • ••• P..apre0t:..tethcd;:.C+1ECC . Nbtiit,,i 0 1 i 4 , A l R A C E SEPT11X. ; . • , • I,... m i. t... ;,. .• •• . . • •..• •,.. spa .,..;.: . • • — • • , • •.,,,, .. ***,*.**,* a, kiiqe,k4fik),*,*.**.****,*. 4,.*4,,,,*;1,•*****4i4,*4.****4,.*-fr.*;?...ki•!***.k.**,..******4.... •:••.:, ,. ' •••, A c e intiit :,:iCode .,..,i •:[••• :•••••':-:••••::y ',D0o'rlitit•i.01.ii • '. • :•, ••• : : - •-•.:.•,• • •• - ...••••, • ' P•ilil•.:. - - • ••.. :..•••:..., . '• :. 0 00 iaa2•...1•.9 0.'...1 ..'H:...-:.,.' •:• :.;::-.'.'• ...B U.1,0).:I NG': ..-',- N. d N li ES ,'', •.• ".••••• • • " .-•-•:271,:..50••••;.' • •••••• , • p 0 0 /0 $ P6:.•:,9...0 41...:,:.::.'•-••„..•;•..--...,.::•;.,-;; S T A TE.:: 0 II I LD I.NO .:SUR,C H A ftP.E''.. . . ' •• 4.50 - -. •••••' ...'---• .•:•:••:.•,••:. . :,;••.1.:•-.••••:',...i..:•,..."•,.. r.-.-.••.',..'.'.•:•...••T 0,t,41::•::(T. hi s..• P a V, rii p n.t.•):.: ,-- ' •..•• • 2 7 6 •;.,0.0,••••••: . .. . . •.. ••••.....••• , • . , .. . • : .. .. . •• •.:.-• . . •••,- . • •••, .. Total •••F: ees.:. .... . • •.. •,• •452,-4 8 .-..•: . — •• •. . . ,.. . • .. Total ., Al 1:'„'i'40,yinerit.s:... ,--:-..45,2«48,..'., •••••••••.....••...••• patailCO'v . ..-......-:-...00•:: CITY OF TUKWILA, Address: 400 BAKER BL Permit No: B93 -0161 Tenant: ACURA OF SEATTLE Status: ISSUED Type: B -BUILD Applied: 05/07/1993. Parcel #: 022310 -0075 Issued: 06/07/1993 *•k *•k *•k• kit * ** *k* * ** * **** * ***** * *•k *•J ** ****• k*** ***• k• k* **** * ** *k*k **•k*•k *•k•k•k*•kk** Permit Conditions: 1. No changes will be made,: to. tt .e:p aans .,:*Os.s,..,approved by the Architect • and the Tuk.wi,;la=s'Bu'i "ixding Div`isi'on,„ `, , 2. All permits, inspect -yon records, and approved plans shall be . maintained ava,�i able at t.he.,)rpb. siterpriorto the`"start of any con strucrtjon. 7 0 s 0,,* 9 uiil eiltSt are to be1maintaine.d available unt�i�i f in2 "1 inspection approval ;ls� granted . 3 . When spec j; .F' i nspect�ton G i s requ`i rod 'ether the P'owner , ' arch1 te4' or ;e: tg''l neer shall notify tthe Tuk w•l l a B"u l i d'i;ng``t Divisicli•.,�c'f appointment of 019, \in, p�ection agencies `pr` for`\ the f i�r t bui i d i`ng ,ri nspecti`l on�l. Copies of all spec`i'al inspe�ct:ion ;r�epert�s� shall-.be s'ubmitte'd to the Buii,ding =J Divis'd9h rota tirrrely manner. �°�R,epo'rts shall contain address proj,�at n/ameA', permit number aril type•, of inspection 'being� perq "med . } ., 4. The f eciai��in,spector,:;'sha,11 submit .,a'.f °fnalc,.signed report` vt sta;lr' g whether t,h.dn• work. re,q`uir Itr g{; ;s,pec�ial.- APnspection was', "`., to tt�he best�l of �the.T,lnspe tots kn'ow.i'e{dge'-,t' In �`!`conformance ,,wlth .app owed • pflians and $13-601 1 ay�ii On and athe7.app 1 1 cable 1 ork- manshi p ro'v 1 s`i pns' of .:t,he. UBO; �° ` r 1 .. a" ,. ;: =:;r. ' 5: Al .1 str( llita1' cord etie sh'aF1 b`e s'pe:c.ial Inspected (Sec ...306 '. (a) i) UBC')f ,i * ',A *' � f ,. t ''' ,\ `� '�.. .> c�,.,..�,.., i' .. '::. ; : . 6. .A11 'Prui'.c ur al;welding .shalt be one „by W A:•B P. ce, tif�ied' ,Weld �� a Fd�4-special '� inspected (4e .,4306 (�a)_ 5 UBC) . r;' '� 4� 7.. Bolt itns a11,ed xin concrete shall ,obey „speccl,a1 ":`�,i°" spedted;•(�Sec. 306 ) 2 JeC) . 1' ...� ”` 8. Subg'r a, . preparatiot including drai Wage¢,' excav t:.i"on, 1 coin ac ni atuts, fill, r,equirement halls' <,co for stri ciply wttht recommen ti'ons,: of= sollil1s engineer._ Place no.fou ,., . 't;.lon, ¢.9n�- crete unt't3 ext. t �tions'"acre inspected by,.,so #is en. veer In accordance w th eng=ineers structural °notes. ' " ' ;� ' 9'.. All constru'c , to be done In wconfoance with appc6�tryed plans and req nients of the OUrti1fo Vin, rAt .ui iding. Cod&. .1'991, Edition) as ame 'ded•4y the W shOgt°ri State Bul di, g'� Code, Uniform Mechanical co' :04(.1991 Edition), 'and. Washington State Energy Code (19 91 Second P i�.ti.o rt ),L-r --, ° ' 10. Validity of Permit. The i'ssu"a mil ::;a.- ;�pe'init or approval, of plans, specifications and computations shall not be.con strued to be a:permit for, or an approval of, 'any violation :of any:. of the provlsions of this code or of any other ordinance of the jurisdiction. ':No permit presuming, to.g.ive. authority or violate-'or cancel the provlslons of_ this code. :shall-be va l,.i d City `f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B93 -0161 (510) John W. Rants, Mayor May 18, 1993 Re: Acura of Seattle - 301 Baker Blvd. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. An approved automatic fire sprinkler extinguishing system is required for this project. ,(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 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) (under proposed new roll -up doors) City `f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Valves on your sprinkler system were found to be improperly positioned. Improper positioning of these . valves could result in malfunctions of the sprinkler system when needed. Only Fire Department or authorized service personnel are allowed to operate these valves. (UFC 10.104(a)(b)) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation.. This review limited to speculative tenant space only special fire permits may be necessary depending on detai description of intended use. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E., 126TH PLACE KIRKLANO: 12061 923 -9600 KIRKLAND, WASHINGTON 99034 FAX: (20E11823-2203 December 22, 1993 Cert No. 9311 -42 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson Reference: Acura of Seattle 400 Bake .Bou lev Permit No 9301 Dear Mr. Larson: This is to advise you that special inspections are the above referenced project. Special inspections were performed for the following copies of reports have been sent to you. 1. Structural steel SEATTLE: (206( 525 -6700 EVERETT: (206( 259 -0617 completed for activities and All work inspected conformed to Tukwila Building and Land Development approved plans, specifications Director's Rules, SBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last and only report is dated 11 -23 -93 and is number 58139. Respectfully, CASCA TESTING LABORATORY, INC. Dennis H. Stack President DHS:lam RECEIVED DEC 1993 COMIVILiNi DEVELOPMEN'�' TUILA FIRE DEPARTMENT: Project Name /-! Address FINAL APPROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. '; /..7 r _' /‘', Retain current inspection schedule Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood . & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM Date ,`F.D. Form. F. P. 85 Headquarters Station: 444 Andover Park East 1 Tukwila, Washington 98188 Phone (206) 57$4404 Fad (206) 575.4439 INSPECTION ,RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3 3 /G/ PERM Pp. U / _206) 431 -3670 ro acts J y e Addre ele & to, /J/"�l Co allnes d Dapte : (- 2� -q, L , Special instructions: Date Wanted: r – a62-, Requester: Phone No.: COMMEN ©a-Gorreotbn rior to approval. 11, 0511Wrila Prall I I Kan ❑ $30.00 REINSPECTION FEE • QUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD ��3 Retain a copy with permit OA/ PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3 Project: ,4 . /---e..• ype o ns • : • • P-7.7"--e--e Address: /7, , / ric.. zi(/ Date Galled: ,. o Special Instructions: Date wanted: Z- -y-i3 : Requester. ❑ Approved per applicable codes. COMMENTS; Corrections required prior to approval. A 4 0,(c" 4 /gin- 10C/ ❑ $30.00 REINSPECTION FE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dade: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . 4:. T 1'. (206) 431 -3670 ❑ Approved per applicable codes. AK Corrections required prior to approval. COMMENTS: �- , 'ne -kScl se ej ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Mrelte b._"IL n.,. v_. sM�a4 .v.::..iviryAs..w,...- c.....,..x ... r:,. .J.SNP.I ...._:..... ( ype o ns n: Ad ress a h t Date Called: � / , -c14/ Spedal (now ctions: Date Wanted: f ,T/ q% `T` 0.m. Requester: Phone No.: ❑ Approved per applicable codes. AK Corrections required prior to approval. COMMENTS: �- , 'ne -kScl se ej ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Mrelte b._"IL n.,. v_. sM�a4 .v.::..iviryAs..w,...- c.....,..x ... r:,. .J.SNP.I ...._:..... .40 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA' BUILDING DIVISION 6300 Southcenter BIvd., #100, Tukwila, WA 98188 roe ; U ra 0 ` i �. Type of Inspection: CR v1_121% Address: Llot) 0,AcQY dal Date Called: �a Special instructions; Date Wanted: l .m. Requester: phone No.: 1133 -1 000 oved per applicable codes. ❑ Corrections required prior to approval. MMENTS: ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.. Call to schedule reinspecUOn. t • 11 'INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 eel__ rype ot Inspect6 Address: 1/4049 /3 ea/ #67e-t-i0P Date Called: Special InstructlOOS: . Date Wanted: -162-9-Sam. P.m. Requester: Phone No.: _Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS:' /4/. .„„) Lt--• / 4, /5V o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 40q03/1 PE/ (206) 431-3670 kApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: O $36.00 REINSPECTtON FEE REQUIRED. Prior to reinspection, fee Must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Type of inspection: Address: , „-b., A /_ i-a..f.J 6/ Date Called: //—je) -53 _ef....Q`er-z- Special Instructions: Date Wanted: 11_50_93 el/Alf 31 Requester. 7 e : No.: kApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: O $36.00 REINSPECTtON FEE REQUIRED. Prior to reinspection, fee Must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 693 -- Retain a copy with permit PERMIT wok./ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,; #100, Tukwila, WA. 98188 (206) 431 -3670 0 Approved per applicable codes. COMMENTS: [ Corrections required prior to approval. .00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ,,�.....v. =..�- • • : •R Instruct ons: *lijspe("(c tyyL. Rtlt.• i / gate ant: ;• Requester. (� (� P►, ner� . /lS`S" , lU g "7 0 Approved per applicable codes. COMMENTS: [ Corrections required prior to approval. .00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ,,�.....v. =..�- INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PEW J (206) 431 -3670 Approved per applicable codes. ❑ Corrections :required prior to approval. tir ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter blvd., Suite 00„ Call to schedule reinspection. ect :. 'd r %,t � Ype o ns.: « . n .r P } Al / Al �r �� /� Sp: . al Instructions: t -n Dss,bl� Date anted: , • ...- 6 - am Requester: :- Phone No,: Approved per applicable codes. ❑ Corrections :required prior to approval. tir ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter blvd., Suite 00„ Call to schedule reinspection. • CITY OF TUKWILA • RECEIVED 6300 SOUTHCENTER BOULEVARD cm, OF TUKWILA TUKWILA, WA 98188 JUL 1 2 1993 * *.REVEISEON SUE DATE 7— /0 9.17 PROJECT NAME A C (..„)/0A Qr.' 5,6-4777 /E. ADDRESS 44::::C) '01k/ se) ic.v/i L /4 CONTACT PERSON 1Zcf, PHONE 1-1S,. ea.) ARCHITECT OR ENGINEER S hyG, PLAN CHECK/PERMIT NUMBER 1593 01 (I) 1 TYPE OF REVISION: A del c=, ta. itAl■ ciO S OA" • t . t PERMIT CENTER Sqq- 1670 most ce • SHEET NUMBER(S) "Cloud" .or highlight all areas of revisions and date revisions. 31.0N NOISING ow nine .V 1M)If i co‘, ox 'c ' I y 11 / efj Nc2 /L ci$V/ 7V/7 d9 oaV'r�21 . Noa ga 01 ZIK17 'm do ')C did 1403 CriV9 \ia 19, —4 (Vie °"c• IsCf MIMI MONO 1116•1111 r • • 11111 ANN UTLER 411611111 _ ONSJJLTING IEEE 111111111 ENGINEERS 14450 N.E. 29th Place, Suite 116 Bellevue, WA 98007 (206) 805 -4473 JOB PG pa SHEET NO tote �17177L.i CALCULATED BY CHECKED BY SCALE 57 5. OF DATE DATE rmirUTLER I Man 'ONSULTING Mir WM ENGINEERS AINNININNIP APENNINE 14450 N.E. 29th Place, Suite 116 Bellevue, WA 98007 (206) 885-4473 JOB 40110 EN irz. r SHEET NO OF CALCULATED BY T.' DATE 4024 -93. CHECKED BY DATE SCALE . t, - ■ I . 1 i ' 1 . ii._i4.,.,._ ... .1........ li...._ H 1 i 1 _ i. - i__ : . i __. 1 1 . L .. i._ t• ..;,.._ .1... I 4.—_ 1-- r ' ' j ; I • 1 -t— -- I- . LH_ .1. - ;471 0 4. j 4-1 .4).---L1/41.0)/'03.07 /Lit_ —• j I . I 1 •;9,,f.v:e.:943,14 6?94,1.):: • 1- • ' 4. 167 712(.,a fit !'‘);* 7/: .3o , ; I i 1 ' : # l• ':,r13 7. : , w, • 1 ' • -. 1 1 ! • —4 74 . V .4.1- 4„ X .....3,-' 74 . " ..r rr. • , • • [..i • 1 i 18% .._... • , 1 i , i 1 . ii - • i ,. ..i• , , , i --- • • •4,4,a)?' ; ...... 124-046 xi 0.44.0 . 1 1 : . , I ▪ . 1 ! ! 1 i •I . I el-leGf. .4o,104,.. eic.0.6274,,,. ; ', ' i ' 1 , ! , i. . .1 1 • T 1 , i i , , . , ; i 14. (074.X/..• 2)...,.‘I'4)< A C.6., :.., //4.92 poi', _ J, .. ; I , . . .r! /,, ' ; , • 10 g A/ (b4)</4,4 r6fX/ 7 9, ,Z , 1.--- — -- 1) 1... ...1;;. HI.. '7... ie _.l..e./.r ..... ........ ..11I. I ; i 1 • . ••,• -1- -ay:14•-“; i .- ••';- .r.. 1 1 . ; . , • ; :• ; ,• , 1 1 • l• i• ••' . _,•.' • -1 -----. A •••,;• - ----. • --1-••••L --•-••- i., .1— ; . - • 1 ., - , -1.-•_1 !•_Ni.e?..' mosr. tip.9....47-0.0.At45..1 i , I. .. .- , I 1 • 1 1 i 1 ' ! • 1 •I ''L . —I' . r 1 • 1 I • I , . : I I A—-11,. . 1 • il I ' I ; • I i4 1 , ..1 . .., I I I • ' 1 • 1 I • I C i .r 13 --•( ••••• • • .4.3' . 1 i ...... "r--1- 1 ! 1 . L •ftwoomma. SHUTLER CONSULTING ENGINEERS 14450 N.E. 29th Place Suite 116 Bellevue, Washington (206) 885 -4473 le : e: her Misc : Dsngr : Date:26- Apr-93 RECTANGULAR CONCRETE COLUMN DESIGN Page DESCRIPTION » Typical Pilaster » DESIGN DATA f'c = 3,000 psi Fy = 40,000 psi SEISMIC IONE (0= wind): 3 0-4 COMBINE LL & ST ? n y/n EFF. LENGTH FACTOR = 1 COLUMN DATA = 11.5 = 11.5 = 24.5 ? y DEPTH WIDTH COLUMN HEIGHT CALC P :M DIAGRAM REBARS: IS COLUMN UNBRACED ? N y/n SET 01 IF UNBRACED, DeltaiS = SET #2 SET 03 Total Reinf. Area = 3.16 inA2 SET 114 % Steel = 2.39 'h SET 115 Note: 12 Min ( Actual < 8% Max APPLIED LOADS MOMENTS:. AXIAL: DL = 79.27 k DL LL = 10.23 k LL ST k SHORT Ecc. in DEAD LIVE DISTRIBUTED : 01 = "POINT 112 = 11 = 02 COUNT : 2 2 in in ft yin BAR @ "d" 8 9 in 8 2.5.in in in in Top Bottom ft -k ft -k ft -k SHORT 0.46 kif @ x= klf @ x =. k @ x= k @.x= SUMMARY NOTE! 'ALPHA',) 1 Pu .Max;, Factored Pn i Phi:: Capacity @ Design Ecc'. UNSTABLE!! Mc = Delta:B$M2b + Delta :S(M2S Final Ecc.: AxialtEcc + Moments Magnification Factor Design Eccentricity Po t .80 : (short column) P : Balanced Ecc: Balanced SLoc ELoc 24.5 ft ft ft ft ACI Equation 9 -1 9-2 9-3 128.369 110.97 71.343.k 2.2154.k NG! NG! NG! 10.11 48.32 48.32 kft 0.95 5.22 8.13 in 20.225 in 164.38 in No Good No Good 364.463 364.46 364.46 k 149.650 149,65 149.65 k 5.87 5.87 5.87 in Actual kLu /r Beta SLENDERNESS EFFECTS 85,22 Elastic Modulus = 3E +06 psi =., 0.85 Neutral. Axis Distance from.Edge ,Phi = Max. kLu /r to neglect slenderness. _ Beta = Sustained / Maximum Moments Cm. EI = Max((.2$Ectlg +Estls) /(1 +Beta). ' or- .4 Ec Ig /(1 +Beta)] /1000000.= Pc :'Pi "2 t El / (kLu)A2 Alpha : Max Pu / ( Phi t' Pc ) Delta ;b =Cs /(1- Alpha) Delta :b t M2b r wo. 9 -1 9 -2 9 -3 11.54 6.43 2.60 in 0.700. 0,700 0,711 34.0 34.0 34.0 0,865 1.000 1.000:. 1.000 1.000 1,000 1007.23'939.00 939,00:, 115,0 107.2 , 107.2 1.595 1.479 0.951. 20.225 ft-k .40 ,11 AO T9 4A -1, 4 13A AINIANHUTLER 111 ONSULTING IMP WM ENGINEERS 14450 N.E. 29th Place, Suite 116 Bellevue, WA 98007 (206) 885-4473 CALCULATED BY OF .5/. DATE 14:14•1Z CHECKED BY DATE SCALE ........6,40,41.,...k4.4-...1 4..)ir TkleiII) ; no0 id. t ! i 1 i : 7 0 s; /• 9,60! 4 l?!(1) * ;.:A...3 9 142,-/ //: i I 4, ! 1 1I ! ....4, : _5:7, .7, .,1: ... ,•.11■ ,;/, : .5 . 1',' . 4 1 11t _0 / 6...„. -ie1 ' i ' ,-, - i. ; ' i. ! - - - $ 41 --1 I I A ! --1-b-j (.73.5'2‘14Z7)i .: ,?, ae. T- X-ed.ci, IJ 7 , — wi,vp ,ts 15-0 —17-1() . i 1 I 1 I ! 7". :5 . 13 )($ X ' i" • 1 - , 1 )6, - i ! 1 ; I i I , . 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IS --- . 1111111111011111 ® vitTLER mom tILISULTING ENGINEERS, INC 14450 N.E. 29th Place, Suite 116 Bellevue, WA 98007 (206) 885-4473 FAX 869-8649 JOB *ell- of ant SHEET NO OF CALCULATED BY 7C)-1 DATE b -ilo- 53 CHECKED BY DATE SCALE 1,0i I _ tali. n ii- i i /m4f,t. _ Y 1JII1 IIIII i q.te _ .__ ._ �.___. twe 48. lo $(4 x __.__..__ M, g- 1: J 1. k yy a M_.._ _ I —_ _�F _1 W .. .___.__._._ h,flsnulG / s .___. _= ' /0 a _ _.I �j S /� _.... 4.y a _ , s ■ 1 + / . ___._ 'e .._...._._k`_ d. 0> 5S -..---..... _ r'rb + '` ri, _...._ III MN III TLER ®11 NSULTING ENGINEERS, INC 14450 N.E. 29th Place, Suite 116 Bellevue, WA 98007 (206) 885-4473 FAX 869-8649 JOB SHEET NO OF CALCULATED BY 7C44 DATE CHECKED BY SCALE DATE ,_ v •M I.;11.0 ', __ _____... _. __ _.. _..._.._____.—. _ .__.__ __ ___ -- ___.____..._I_..___ _�_ _ _ _ � _ _ I_ __ 6,44*' � ID _ _ _ __ t _ — _ __ I _ W# MosiaMiluilm MI IIIIIIMMINHINI MINN NM _. /0 25 .3 iMil I( z-0,,0 Luck Ali �) III ._._._. iVIv) _K.; ____ ________.. e r) _._ -. _.___..__ = -- _ _� �' ____ _ ___.._ 1 _1.6 _.. -F. K M1 _ _ _ ._�_. .L c IN ._ .. _.. -L __ 0S _.. ___.__..._.._ _ __ _.. .. L __..._._ i3 ____,___ _ ./. 1 ___ �.(s3 _.._. .CpAhJ _ �.._.. �rt� . /ynr u, 46 __ _..__.__..._. r 4g = ice. . /6.0 / plis _.. _ . __ �_ 1 03 r' _. _ __ _ _.__ __ __ ._,_ ...__..__ _. r CITY OF #KWILA 6200 Southcenter Boulevard, Tukwila, Washington 98188 MEMORANDUM TO: /3- ,e/w7s FROM: . _/aA/N ,b ,7iX•DW DATE: ,G/1/9_7 SUBJECT: 4 Ci- 4 7726- 30/ i to ee 4613/.1). to 9,,r -44 6/ .771 / I✓ t df i .I (206) 433 -1800 i ,1) .dA/ RD /G r∎adeet T A. r' /T°) LyA s f^DNTiQGT.Ed ,7 Lik-,t0A''y 77)1/S' cpv,V4/717Y_ CF. ,D Y4[eio■YEr>Q' '/L �!TY...i,774 /T /-' -s /NsetFT4 a' • .. •,,.. iinardic design group . architects 201 eMot ave. w., suite 505 $er. ttle, wa. 98119 (206)203 -4764 - V:41L2I1 -i 6 r'AG rr T- 1 • NOT PUBLISHED ALL RIGHTS RESt4VED THE ABOVE DRANINCS AND S►(CIf(CATIONS. AND IDEA!.. OESICNS AND ARRANGEMENTS REPRESENTED THEN(BT APE AND SHALL REMAIN THE P OP(RTY 41 TH( AAr•I•(CT NO PAR Y H( RIO T SHALE df REPRODUCED COPIED ADAPTED DISCLOSED OA DISTRIBUTED TO 01HERS. SO :D. PUBLISHED. OA OTHEAHISI USED MITwOUT INT PRIOR 'IRIT TEN CONSENT OT AND APPROPRIATE COMPENSAT ID,: 10 THE ARCHITECT. VISUAL CONTACT ARTY THE ABOVE ORAAINCS OR 3 >ECITICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCI Of THESE RESTRICTIONS 4), 4r J 121 • tsici 131,t34 consultants 4 ^i M1{Ci-i-;.e. t" rtE,T- IOtI�Gt -1C 1 c41- - procri 1G-rMttY) %)-!1fZET- M4N pciz- -PIG `7 4160 1 'M PG.c r c7 vI__)12,0.k'1. Ij ! $IiT14`1Cl Vez710 vl.slii4locr, 1i 24 k ;\k'L? lt41. R <61 t v.AI' rAviHG -- A14,- t--1C 1Z,jZ. 4_r D /" �:,)CISrIEJG} LA4O� arm � J • (1V3,151-11-lei i-4k4N rAloiric project title to CAM 6111 ' biz '.1 14, 414s t , OT) t .1';6 (-4I -SOUS c 60f- )4►.ICY = E3-2(I,1 ei- oust; "r: -lc c i r3 - -1 ( '.VIA•' -fi) coHi -T l -'loN -iYr✓ = V rA`AzIHII'-I -mss Et,�K1�I� Pgo,/i 009 t %YAt.l.5 Ur2c 9tK. iLi sx'( Ity{e F 4 N; , Cam` 12_ 60 P2s C. ;l j 'i C c' i t-trf WAst -I t t- virroN . sheet title 1 understand thet the Check approvals aro tubisct to ow* and omissions and approval of pions dose not suatorizo the violation of any ildopbxt code ar t of oontractoes CITY OF TUKWILA APPROVE 3 LvI RECEIVED MAY 2 6 1993 T(JKWUA POLK: WORKS S1ECEtVEn CITY OF TUKWll.A MAY 71993 PERMIT CENTER checked . to 12, lib` IIiIiIII+III IIIlI I�I�I�!�I�I�I�!�!II�!�I�I`IJI I�I�Il��� ICI . ����i�r r r r� �� f .i: F; . ! i!'my It 0 18 THS INCH 1 2 J'^ 3 I 4 8 1 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 1 Oc 6z se cz 9z sz .47Z ' ez zz lz OZ {IIIIIil� lillllli!1111!lIIIi1�l�!!!�!ll �illilll !MITT !�!!ICI>�1i +,tI.1;>.11111iIN TIP_11 I (RIFF! 141 I el Z1 a �� ►3 I I I s ,�, Ili! IILiI��li�lill�l! fl�llll�, Iljj ,�!1!�Ij.��liiaf�I{yiJl!filll 11II�III IIIll1111�11111�Ii111 W111111111 1 L 11- W.EINGERMANY 12 9 G ++ 7 C Z L YETI n IIIIII1111111 ill!! VIII, 111! 111111IIIIII11111IIIIIIIIIIl1 11! V 1-7) T BINAIENNENIMUMMEN _)) ❑ architects linardic design group . architects 1836 westlake ave.n. suite 204 seattln, wa 98109 (206)283 --4764 1-4e' t a . 1 .I 4114CP "• 4 NOl F.JBIISMtO ALL RICNTS RESERVED THt ABOvi DRAWINGS AHD SPICIFs(ATIONS. AND IDEAS, OfSICNS AND ARRANCfUINTS R(P It StNIEO tNt RERI ARE A>cD S' ?Au REMAIN TMI PRO ►ERTT OF TN( ARCHITECT NO PANT THEREOF SHALL BE REPRODUCED COPIED AOAPTLO. DISCLOSCD OR DISTRIBUTED TO OTHER; SOLO PUBLISHEO. OR OTNE111IS( USED WITHOUT THE PRIOR RR■T U CONSE:s1 OF AND APPROPRIATE COMPENSATION 10 THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE ORAWINC.S OR SPtCIFICATICNS SHALL CONSIITVTE CONCLUSIVE EVIDENCE OP, ACCEPTANCE CF THESE RUSTMCTIONS fui'VLi6,►„' ,L�r1.Iab*' REGISTERED ARCHITECT i EDI LINARDIC STATE OF WASHINGTON dvl. -8.47Y r I(. consultants r= • 1 r -I : t-•J c.) Ni E. Ir,L — _1 F. - ''\ - • ,. -r - ' _ ,.✓I _.. / a 2 ._ _. • •1 "T— , r .� ✓- I�t 1 i :...445-tiE- E• v 71— "77 '-,_J.- •./1 — 1 1 lIJII !lll1111j11111�1111111�I111111 ;111111 I# I,llitiri 0 16THSINCH 1 2 3 f 1 d (�c 6c• 8c L7 9Z sz 472 ' £z ZZ re Ue 6L 8L LL 9L 1111111111 `` II I ` : t111111111111111111III )1111!! 1111 111111!111111i11�111111iir;ll 1111111.11:11.111U 11111,j1111il 1.11111111Ii,��I 1 1 1111 - 11111,11! I I WI 1111 (11 ( Ijf I !I III WI 44144,1111 4 5 Fi 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. cc4 et ail CL zL tt U� 1,111 111 fIl111IiLIi1II lI11IIIlllll111l11jjl. (71)) r1 r 1 -r ; ' A r- SZt�.t- .i�U�'ir tr?(BG i+11,4\or, i I .I project title ��\Y �,,,..� __•,i fir, -.'� a'�_..J.- �{_...._. e. !ill; �.' :: - L4 O% r• 1 — E u CITY OF TUKWU.A APPROVED RECEIVED MAY2G 1993 TUKWILA PUBLIC WORKS 41. 111111111111111111111111111111,11111111111 10 11' MADE IN O£RMANT 12-4 i9 5 9 £{ Z L W T+ () 141111!1111! 111111! 111111111 111111 1q 11J!I{!!!11!!!11!111111l!111111 MOWED CRY OF TUICWItA MAY 7 1993 tT CENTER 1 sheet title : date t 1 /;tom / -9 EXISTING P.C. PANEL EXISTING WALL .--- EXISTING & NEW FT G. ROOF STRTUCTURE A 1 - (E)6' -- 6"x6' -6"x Sl l 1'-3" FTG. (TYP.) 4.4x4x V4 X0'-4" w/ + "0 EXP. BOLT (EMBED 4" ) (EA. SIDE OF T.S. COL.) LOCATE 6" FROM TOP OF COL. & 0 4'- 0 "o.c. FULL HEIGHT OF COL. SAWCUT NEW OPENING PER ARCH. DO rl..QI OVERCUT 0 CORNERS. 'III- -(II NEW 3'- 6"x3'- 6"x0' -10" (EXISTING FOOTING ® BIM) SECTION A-1 SCALE: 4'4" =1 ' - PARTIAL FOUNDATION PLAN SCALE: Ya " =1' -0" EXISTING SLAB TO BE REMOVED —` 91. 8 N H....L.YI,_ L M_ o_ ULA CODE: UNIFORM BUILDING CODE, 1991 411 : ROOF WIND SEISMIC LCq. e architects iinardic design group . architects 1319 dexter ave. n. suite 260 Beattie, wash. (206)283-4764 MISIONNENRA SOIL BEARING CAPACITY ASSUMED TO BE 2000 PSF. SOME ENGINEER TO VERIFY IN FIELD. ALL FOOTINGS SHALL BEAR ON UNDIS'T'URBED EARTH OR SOIL COMPACTED TO 95% MODIFIED PROCTOR PER ASTM D-1557. ALL EXTERIOR FOOTINGS SHALL BE 18 INCHES MINIMUM BELOW LOWEST ADJACENT GRADE. CONCRETE: ALL CONCRETE SHALL BE STONE-AGGREGATE CONCRETE HAVING A UNIT WEXQHT ON APPROXIMATELY 14 5 POUNDS PER CUBIC FOOT.. 28 DAY COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: f'c R 3000 psi FOR ALL STRUCTURAL CONCRETE NOT PUBUSHO. ALL RIGHTS RESERVED. THE ABOVE DRAWINGS AND SPI GU1CA1YONS. AAD IDEAS. DESIGNS, AND ARRANGEI. tEWTS REPRESENTED 1 *. EEK ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHTIECT. NO PART THEREOF SWILL BE REPRODUCED, COPIED. ADAPTED, D1SCLOSED OR DISTRIBUTED TO OTHERS. SOW', PUBLISHED OR OTHR1RWLIE USED WITHOUT THE MGR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION ID THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL. CONSTITUTE C,^NCLUSIVE EVIDENCE OF ACCEPTANCE OF THERE RESTRICTIONS. CONCRETE IN ALL EXTERIOR SLABS TO BE AIR ENTRAINED 64 PLUS OR MINUS 1 %. CONCRETE SUBMITTALS SHALL CONFORM TO SECTION 2605 OF THE UDC. FIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318 -89. PROPORTION OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX, WITH A MAXIMUM SLUMP OF 4 INCHES, WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. GROUT FOR COLUMN BASES SHALL BE "EMBECO" MASTER FLOW #713 BY MASTER BUILDERS, INC. OR APPROVED EQUAL. REM: EPDXY FOR FASTENING ANCHOR BOLTS INTO EXISTING CONCRETE TO BE HIT C -100 ADHESIVE AS MANUFACTURED BY HaTA'X . ANCHOR BOLTS TO BE INSTALLED IN DRILLED HOLES PREPARED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. SHUTLER© CONSULTING ENGINEERS Inc. 14450 N.H. 29th Place, Suite 116 Bellevue, WA. 98007 (206) 885 -4473 FAX: (206) 869 -8649 REEIMMINALAIMIL: ALL REINFORCEMENT SHALL CONFORM TO ASTM A615-82(81). SLAB DOWELS, TIES AND STIRRUPS SHALL BE GRADE 40 (Fy >« 40,000 psi; Fs = 20,000 psi) . ALL OTHER REINFORCING SHALL BE GRADE 60 (Fy ' 60,000 psi; Fs R 24,000 psi). LAP CONTINUOUS REINFORCING BARS IN CONCRETE AS INDICATED BELOW. CORNER BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE fi'T'RUCTUBEE, WELDED WIRE FABRIC TO CONFORM TO ASTM A-82 AND A-185. EXISTING SLAB -•--\_TO BE REMOVED - EXISTING SLAB DOCK BUMPERS PER ARCH. ---� #4 HORIZ. 0 16 "o.c. #4 VERT. 0 14 "o.c. 6" C.I.P. WALL NEW OPENING T.S. COLUMN - #4 0 24'o.c. DRILL & GROUT INTO EXISTING SLAB SECTION 8- SCALE: 4/4" =1 ' -0 2' -O SECTION C-1 SCALE: 4'4 " =1' -0 ". 3 - #5 CONT. PLAN @ GRID SCALE: 3 " =1' -O" MINIMUM LAP SPLICE LENGTHS BAR SIZE L 0229.1 #4 20" #5 26" THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT (UNLESS INDICATED OTHERWISE ON DRAWINGS) : A) CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3,1 EARTH FACE B) CONCRETE EXPOSED TO EARTH OR WEATHER (CAST IN FORMS) #6 THROUGH #18 BARS 2" #5 BARS & SMALLER 1-1/2" C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS & JOIST - #11 BAR & SMALLER 3/4" BEAMS & COLUMNS 14.112* ATIIMMUMILMIL: TUBE COLUMNS SHiALL, CONFORM TO ASTM A500, GRADE B (? ■* 46,000 'Dui). STRUCTURAL STEEL SHALL CONFORM TO .A,STN A -36 (Fy R 36,000 ps i) . . APPLY PR/HER COATS PER ARCHITECTURAL SPECIE/CATIONS. WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE IN ACCORDANCE WITH AWS D1.1 -88 AND BY WABO CERTIFIED WELDERS. USE ASH E7OXX LOW HYDROGEN ELECTRODES. EXPANSION BOLTS INTO CONCRETE SHALL BE HILT' "KWXK BOLTS -II" (MANUFACTURED AND INSTALLED PER ICBO REPORT #4.627) OR APPROVED EQUAL. ANCHOR BOLTS INTO CONCRETE AHD /OR MA.SONEY SHALL BE A307. MINIMUM EMBEDMENT roit ANCHOR mums IN CONCRETE SHALL BE PER UBC TABLE 26-E, UNLESS MEDICATED OTHERWISE. I NAUCTIO : A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER. CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE MI OFFICIAL INSPECTION. FOUNDATION -- SOILS ENGINEER TO INSPECT FoUNDATIoN EXCAVATIONS PRIOR TO POURING FOOTINGS TO VERIFY A MINIMUM BEARING CAPACITY OF 2000 PSF. project title: AN INDEPENDENT TESTING LAB APPROVED BY THE ARCHITECT SHALL INSPECT CONCRETE AND REBAR AS FOLLOWS. ACU OF SEATTLE Baker Boulevard & Andover Tukwila, Washington sheet tit le' PARTIAL FOUNDATION PLAN SECTIONS GENERAL NOTES CONCRETE - INSPECT REBAR PLACEMENT PRIOR TO POURING.. TAKE 3 CYLINDERS FOR EACH CONCRETE POUR, BUT NOT LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE, NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA F'OR SLABS OR WALLS. TEST ONE CYLINDER AT 7 DAYS. TEST REMAIN /NG CYLXt OER3 AT 28 DAYS. SLUMP, AIR CONTENT AND CYLINDERS PER UBC SECTION 2605(0. SPECIAL INSPECTION SHALL ALSO BE ROVXDED FOR ALL EXPANSION BOLT I�lYV_STALLg,ATEON �}AS REQUIRED BY UDC SECTION 3�06. '..iCUI- S04114,011: r�. 11: DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYING IN ACCORDANCE WITH SOUND? PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES* y CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN: FIELD. 0BIAIN ARCIIUTECT'3 APVRCGVAL, PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. RECEIVED MAY 2 G 1993 RECEIVED CITY t3F TUKWILA MAY 7 t993 TU'.W'ILA PUBLIC WORKS PERMIT CENTER i' l' f' I' I' I' I' I' i1111 11!l 111 l 111I111ll'II'IIJ1I1.I1JMt4 0 18 'MS INCH 1 2 3 4 , , NOTE: notice, 06 6Z se Gz 9Z SZ ire ` CZ ZZ tZ OZ IIIIIIII0IIII14IIIIIIIIIIIIIIIIII ►6llIlllliAril0611.tL lIiI6011 7_._ ....._.. 8 If the microfilmed document is less clear than this it is due to the quality of the original document. 6L 8L bl 9L SL t'i Et ZL U 0L 6 8 { i !L�'�!lilll il!d� II'jI'j11If,�}jJ!Ill�lil IIIII !IIII1! �UII�IIIII Ilillililllllllillllli ! 1111111111 �IIIIIIIII .,; .•i4.' � � .. 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