Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit B95-0031 - UNITED PARCEL SERVICES - SHOP AND OFFICE ADDITION
City o 7itkwia- (206) 431-3690 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95-0031 Type: B-BUILD Category: ACOM Address: 550 ANDOVER PK W Location: Parcel #: 262304-9015 Zoning: Type Const: III-N Gas/Elec: Wetlands: Water: Contractor License No : SGACO**084BS TENANT OWNER CONTACT CONTRACTOR Status: ISSUED Issued: 03/16/1995 Expires: 09/12/1995 Suite: Type of Occupancy: OFFICE Slopes: N N/A Sewer: N/A UNITED PARCEL SERVICES, INC.. 550 ANDOVER PK W, TUKWILA, WA 98188 ROFFE, INC Phone: SONNY JONES, 808 HOWELL ST, SEATTLE WA 98101 DAVID KEHLE ARCHITECT Phone: 12878 INTERURBAN AV S, TUKWILA, WA 98168 SGA CORPORATION Phone: 6414 204TH STREET S.W. #200, LYNNWOOD, WA 98036 206 622-0456 206 433-8997 206 778-2191 ********tilt****************************************************************** Permit Description: REMODEL OF EXISTING OFFICE, SHOP ADDITION AND NEW OFFICE ADDITION. Units: 001 Buildings: 001 Fire Protection: SPRINKLERED UBC Edition: 1991 Front: Left: SETBACKS Back: .0 Right: .0 Valuation: 95,000.00 Total Permit Fee: 1,022.55 ************************************************************************** ateic (2--cis Permit Center Authorized 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: (1. /03 a IC 1' Date: QS- Print Name __ (.hAiJ 4 khGcj tf Title _ i _/- 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. • °�`j' .. %is2 CITY OF TUKWIL�' St st: Department of Co,, nunity Development — Permit Cent ° 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 • '` X (206) 431 -3670 Building Permit Application Tracking PLAN CHECK ' PROJECT NAME Un'd NUMBER _ _ f f 712Y U l SITE ADDRESS SUI E NO. P P S - o0,1 65o s d V-QY PK W 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. nArrM DEPARTMENT DATE lr� I REQUIREMENTS /: J BUILDING - 2- 2e, ~95 (CONSULTANT: Date Sent - Date Approved - l initial review ) (ROUTED) 1( FIRE PROTECTION: (Spri ller j Detectors )N /A FIRE - -FIRE DEPT. LETTER DATED: 3///0,5 INSPECTOR/, %Q CANNING � \ -q ZONING: REFERENCE FILE NOS.: JBAR/LAND USE CONDITIONS? L� N9 Yes y , INI1 MINIMUM SETBACKS: N- S- E- _ W- ��^ M _ T��' -- UTILITY PERMITS REQUIRED? Yes No UBLIC _ N /Pt 3" C., f PUBLIC WORKS LETTER DATED: / �� s INIT: WORKS � ~ O OTHER I INIT: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? ( UBC EDITION (year): '� BUILDING - 3/14o 6/6 •-� N � Yes No I c� final review INIT: O ?� t9 ,0 BUILDING I I , VlG1Y6 • OFFICIAL UNIT: ._ REVIEW COMPLETED AMOUNT CONTACTED OWING: DATE NOTIFIED - BY: 1 �Q (init.) 1/4 _ 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: 4) (AD( . 01/08/93 • �- BUILDik3 PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 206 431 -3670 DESCRIPTION ' AMOUNT RCPT :# DATE BUILDING PERMIT FEE . : fl 0c . PLAN CHECK . • PLAN CHECK FEE t]I ( ! BUILDING SURCHARGE VpN NUMBER OTHER SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - SA 550 Andover Park West PROJECT NAME/ TENANT ASSESSOR ACCOUNT # United Parcel Services, Inc. 262304- 9015 -03 TYPE OF ❑ New Building ❑_Addition) Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Remodel of existing office, shop addition and New office addition. BUILDING USE (office, warehouse, etc.) Office/warehouse NATURE OF BUSINESS: Deliver and receive parcels WILL THERE BE A CHANGE IN USE? ® No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE- Building: 120,000 s.f. Tenant Space: 43,400 s.f. Area of Construction: 5620 s.f. WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: nX S•rinklers 0 Automatic Fire Alarm S stem PRO ER OWNER Roffe and Associates PHONE (206) 622 -0456 ADDRESS 808 Howell Street, Seattle, WA. ZIP 98101 CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT David Kehle, Architect PHONE (206) 433 -8997 ADDRESS 12878 Interurban Avenue South Z' 98168 HEREBY CERTIFY > 1 HAVE READ:AND:•EXAMINED THIS APPL.ICATION.AND :KNOW ; THE SAME,TO BE TRUE AND CORRECT, AND I . .: .'i a IZED TO.; APPLY ;FOR. THIS PERMIT w w BUILDING OWNER SIGNATURE ley ` 4,, DATE 1 -26 -1995 OR PRINT NAME PHONE AUTHORIZED David Kehle, Architect (206) 433 -8997 AGENT ADDRESS 12878 Interurban Avenue South CITY/ZIP 98168 CONTACT PERSON David Kehle PHONE (206) 433 -8997 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 fie schedules. BUILDING OWNER / AUTHORIZED AGENT lithe applicant is other than the owner, registered architect/engineer,orcontractor 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 DATE APPLICATION EXPIRES No , SUB CHECKLiST ..,..................:,......„... !NG C OMMERC I AL=77. - 77 : . .. N EW .:-.::•.:' rAriCiAl.:: Na;.::::•;,.,.::i:•:•:•..,:::'::.,,:......:.,,....,.....„:,..,,,...;,:::,..„.......1::„ ..ri„,„...",......„.,.!..,..7.,...,.:.:!‘,„.,.....A,..:-..,„::..7ii„n!....,,.....T,,...:„,...!.)!,,,,7ritP.0,...„,,,,,,,,,,,,,•,:,,,,.0..•:.,,:,:;;,..",,:.„:t,,,,,:?,,,,::::‘,;:..,,,,,,,,,:::::.11.111:::" :CPM- ......••••••,..,.•••„:................;•..:•••.,••••:::•;,•:„..• ....,. ::•:•; ,'... • • • .: .:••• :. • .,'• • ••••• "•,•:....; ",::: .:.C.011.1P,P!..:s...•;•7.;.,,,7.:;:•:.im:::::.::::::-,:i."::::::::::::::::::::::'.".i":.:,::::?.."-•,::::::::,::,•;:::::::;:";:::..::::":::;;::::;;;;;;:•::::::k.iiii:::::::•',...!.M.".?.i..",.:::.;:::":"...!,:,:,,i.: • atIon: ( ono for paohjteiicturel:..::::::•;;.•- :::.......„..,...:•4*t1:::::::4:;:::•;•:0•:::::::::'::".:::::::::::::::;,:".m::::::::::::.,.:i.;":::::::::::::.,".."':••:::::;,::;,..:.,N;':".•:::.::•,;;;-•::::...:1.,.;:in,..;:::::-:,:r:".:".::::::::.:.::::".....::::::',:.::::::.:;.i.';:;:::::: • ?,•..6_•'.4'..9---s'•9".'e."...•.'c9,":.''':. or4.•:6.1(,*.e..r..."'::"•::',..'....:::.:.,:it•-:',..""..,::::-"::-•...;•.'":":."•••,,'";.::::•::::.:iii:::''•,,,:•"':::::::::::::.:-.:::.;:-.•:•••'•":::::'::::::::::::::::i.:::::::•;',1 E"'•••,:::•••••iii",":",,.%:.,.:":::::::::::i",:":::M":"..:V.:::::::::::•::'::•.:::i.":••,:.....,...,•••f,•••:?•:•:,....-•:::,•',•,,,•-••,r,.iioliidef::::.:i"."..;:':.:::::g::::.:i:::::;,.:::::"•:•:•:::::::m.::::.,.:::•,.: ..../. • •••••• ' ) ' sat; " 'f coriStniation plans, which , .,...,.....,..,..„ :„.., „ . .,.., :. .„... : ....... ,::::. ... ,..,:i......„.....:7... ':".:•"•'Tira'SOtil•::(2rOf ,t)isilolloWirib:.:•""::."."••••.::::.....i:;:::::•:::::',:."::,lit::::;.:',.:...:'.:::::.":::.:;•:.::i::ffil.::'•41:::),•::"....Y.....,.."•:::: ,?.:18)(44iliirri:.:::::'::::::::::::::::::::::::::::::::::::.•"::::::::::":".;:,,...i.].::::;::::::;!!::::::,:,:::::•::::::1::::;::::1::::R:::::::::g•:::::::,:::ft::::::::::•:::;::::::::.g4;:::;•:';':::::::::::1::::.'':::1:::::;;N '-'. - ;.:.'•-:"''":••"•41'•::•'c1;:"."•'''-r.;iiil:•-:•••••••:::'::::?:".'.':::".:':•:::i.::::••••:•,":',:••••:;:':""':::::.•':,•?:•::,"..:.,.',.."1::::',":;"•:::::::"..'-:::,::..!.:...-"Ri,:::::..:::::;,..:iii.,.:;:::'A"...:::'3. "'•::••::::',',..•":".,••••••:.5§..".?::"."'.::::•::::!'atidOtiii.ri.::01..lencirtt apappi-::::.:::;•:::••,:5::::-.,:.••,!:.;:::i.ii....::.g:::::::::‘,..ii.;;"::::::.,.::::::,..'".1:1:•:',"•::::':,?.::,::::::::::•"4.5.•::::::;:g,".ifk;'.:1;&: .' ,.. S S- :u ... O 1 r(; :--!1c State '.. i . : -=-Sir i : : ' Ova -i OU ;'.. id ‘'. iiOnS'Stsi .':-.. ri)Oii .:.. d"I30 .ii!::) 4.1?)..),00.,-.,........,:•:.1..i...00:.,,,,,,:ii,...SO„.d..:...:1!.:'..":,:!.].": .!".:•.1.1:,..i.,,••::!::•••..,'',',;:i:".a*1•Stin.g!ar,4:.PFPP.?..P..1.:Fis.1.:.!:•rtli!1., J..,!.4.itgiii..1',;4":(40y.g......:•:...ili:.:•iiim.:;i::::::••i:::0::.11.:,. •::'::::.ii:•:'....taricicafiP,OIq0.•(4 ' fRPF'!!,,,.....: ::: : : : : , : :.. ..;; : ::: .. .i .,.... i ., ::• . :•: .. :•:•:::::•:;:•::::::•:• , X::::::::::: : :::::::: : ::::::::: : :::::::::,:ii. :. : .: : : : : : ::: : ::: .!rign°.:.'c."'r'..',4''.'1 (4io‘ 9 : ■,ii„ .....Soils'rapOit:;49l71P°.,.,-"..,.,.,..•:-:::.,„::::;':,:::.•:.,',:•••.::::::::;:•i::::::::'•:::::;:::'.:::::::::::;::'i::'.:':•••,",'••:::::•:"..."'.•::',:•::-.:::::,,,.• ::::::"::::::"•:,.:••W:'.'".:J'.:::::•:TOrissiri(1.I.00kitiOo;::";,,:,;:::;.•:::•,::::::-•;:',..••••••::,:::.:',';•ii•,:.:,:6Aiii;;iwg,::::,";:gi•:".;::]•:;:f,..:',:•,gio...5.::::.,::4•:Aii.,,.a,".:::.::. :. 1r......Tari-:•Peoril..6ir:..apiiiijh..l'oi i..60::t6c.junrv:°:li::::::'.:-..:.",...'..''.'.:•':...''..''..''•:'......''',..'.:::.:?:..".,..".':'.,,':'..''"'!..:"...:::Z:';.11:...'''':::..:::,:!:!1',...:.,:!:::!'.;.2 i'::.:.:il.::::::::::..ilii::::::.:.:..i.,i:..;.::::..i...•.i:■;.:,':tit)ileeci.i..-'Ciiifii.•eildinijO:060nitoo':•(9.6..fnor 009n11071";0!r::,,,..9.,::.00.,:-!.:,4:,..k...,1.:1,:i..;.::,,,,:.5,..i.:::::;.1:.:1;,i,i...:....i.......::::i...,,:i.::::,:.i.....::1. F , ' , •:.::.... , -,•••••••••::. stampe ,:,.,...•.,h;.,. .:mhigb.,606:.0,,,,,,,!00,0„1:::,...,:i,.:: „„:,,,.,,:::::::::,,,:::::::,„:„•,:iii;iiao...:.:,,,,,,,,,.:,i,,,,,:,,,,?..„:::::;.,:::::::::g.::::::::::::,,,,,,::,::::::„„:::::::„$,,,,,...„...,:t.:::1,i, :::•. , a ,,,,,, Plfity..:<itoisoF?"1.?....7 r , m , : .....„.......„ . ..„...,...... : ....... f. ..... :., . : . .....> „ .....!. ,.. ;enEil9cS.r..;::Pr.:,... :: ...• 1 1 .••••'-'•••••••-:'''••••-:::•• • ••'- •••• ,••••-•-•::- . - • -•-• '• • ••••.• •••••••,...,,••••.••••••••• , "••••' .. " , '•':•""':'••••': , ::?i';' , ' . '•' , ..r*- - - - - t' space j: P an •'• h•roorn abelled....,,,„....„..„,„„....,........,,......„...:•. • • ' 1 L ai dat Cripstion.':?::::::::::: ; :,: ; : •: ::: :: :: : , : : • ; :::::: . : . ;:•::::::: , ::::;. , ::.:;: , ..::: , ....: . :•::::::•!)::::::•: : ::....:::: : :::: • ::: : : : ..: : : : : ::•:::::::: :„. , „, warkklo 1 ---- arawinbs s by ..::„.,.........:•:....•••••,,...„ ..,...:,ii:.,:::::::::::•:::.::::::•:::•.:..i..,•::::.Eirit;:ddrirsi.:.egrea•• p atterns .... 11''''''''sd.iiialli:Id:ititird N wvalls V.va. i'Arl• ,...:.,,,::.:.......•........:.•........,:•:,:::,,,,..':•:.::,:.:•::.:.:.:.:.:.‘::,:..*,:.]:::.i.:,:::::::::!.....:::. .;:,.: ........:.,::„...,......i„,i„....„.„:.:,:,i..,,....:::„.:,:„.:::::::::::::::,a,,....,..,,.:::::,:!::::::::::::,t....:, .... , •::.,:.,,....::,..:::::::::::„..:;::::::::::::::::;g:::::::::::::„......::::::::::::;::::::::::::::::::::::::1::::::::::::::,:imi:::::::9;:::1::.m......::.!::..-,::::::::.:p.;;:0:: , rwhIch'i nCludo::::ii...:::::',..:,,::::<.'.:-..',...:y........:..:...;:::::.•:::::.::::;*:.::::.,::'1'...:•,:-..:::-.•::,::.:::.::';•:::::F.'..:•'::::..:.•:..::.:.,:..: Ii.:, ,..'caiiiiiiiCtiari::„dei!aIl.•:I.,:::.::::::::::::::::::•,;::::::::::.::::i:,:::::•.::,...,.,:::::::....•::::::•,;:ii...:::,::•-•,•::::•:::•::::::,,...,,,.:..-....„:.•:,,.....•••„,•:,...•..ii • ' • la •••• 711, ' t 01Or1:::::::"•••",:i",":'.,..:::''•••''.•-•-::••••••.•:.!•::•.:,::::::•;::,:::::::::;;..:::;•::::;,•:::::::::„;...::::‘,.:...::::•:.•.:;•::ii.;:.,:::::..... i-„,...•••:,T....:••::iii:-ii,",••.......,p"'.'i.e4:!SI'..6...',:ct:lci.:'::•ri,...,s.....:.snhO.',......... 11.1iidi66....iiiilli.:16.06,::.:•;.6:.:•:•teii,i:..i....i.:•,•i-i•!•:"...1:-...9:•,i....7:1...77!77,77„....,.:,:....,7! attachmont for st : ...........,...,... ....:,•••••:.....••••• ...:..........:...:„....:......i.. 01.. draor :.,...]::.n.::::::,:i:,:-;:.!: Strvotur ..... .11%. ...,.. Mechanical :drawings.:•::::,:i"::•:.::::1:'#•:::::::0•::•"•:::::::!,"..;:::,:::...:::::5;;;::::.,,".":•::::;.",.:;•:.;:•.::,,,,:.:: •;:: .„tg ca■po Landscape plan bii:re iiiiiiditifrOOliiral .. . ii...i:,...... -:::1"-:•',:-.:::';:::::$":::;:.'EliiiiitiOrig :',:::::g'..:.:::',.::'.'::-:.''iiVi.:•.'"i::::.::.:!"-•,:::.:a•'•i':•::•'•.''':•''•:::::"•'::-•::ft;":::•'•M'il'-' ...'"''''''"'''''''§fi•010 ........................................................................................................................................................................................... . ' ••• '': ••••••:.,..„:,•„:::...„...;‘,.•..,,,...:,:......,....„. Complete 0 1,i ; i perm f ". - '. . '''.:' . . '' li• '' . lIcation:':(oria.::for,.pnbre,:.projec .,:::,:::::,...'.'::•::..'..•:.;.: ri :•.: .....Tp...,.,.......:......::, :::..,..:,....:::].:.:::::.:,:::::.:::;.:::,,::.,:,...:;:::,:::.„::.5....:::.;:::::: app/Jcatjon and Six (6) sets 01 civil NOTE ' . • .. . '. • •' :.. ••• .• • ':' - - d lie.Cklist:fOi.:ii*Illd.iitilityi.:;:;:::•:•.:::.::::.:, a ::...___. fi Cri..tii.iCtUre) : :: , : :k. : :: :: : :: : :: :• ; : submittal reoukements.. ,..,:... „....,,............ I i Idibiiiidliiii permit . OPP!i0gt.t.cri.:(99 for .........,.......,..•..........., • .• .......... :::.......:..... • ..---..--...,::.• :::,::„..:,.::„..]:,::,.......:..•.....:•..:.:........:.::.:.::.•.......... .::: . . .. • .. . ,. •:........, --.. . , .. ... .•••••••- •-• 1---1 .Aosps,,..:1,,,,099,,,..,,,,:,,....:,.:,:i::,:::.!::„,,:,...„„ ... ' . ......' '•• '• . '''' . ' '''''''''': . .. .• - •••••1bin.....-l'exiitin-g- .t'Ocji,',FTIi!941.:.:...:-b:.:.°,..16R.•'t?T••••11!•‘...!4''''''.."''..'.....i.'":,. 71... RACh. STORAGE A i •••••••';')....ria..'••ii..itioi://red iiiicitO:: fin01:,Pq/.09t)9..f?.,..f!P..,,...-/°9-727...:;:::':::': co'i tot;‘,:i)::i. i'l?..u.ilciing.'.P..cir.T..'!..:•,.a'.PP.'lle-iii.. ..t.i.0.6.:!:::.::::':::::::':::::lii:::!'::::::':'I:::':.'.:!•':';',.':;.,;:::•::::•?'?•:;':a,R''':::::):::4q1: ..'•1407::•::01:tffiq..t?!1.....,.,..?!.,..7,?:::::::::::.:::,..i.:,.,.:•::::::::::::::::::.:::::,:;:::::::::::]::::::::::1::.4:,:::y:::::::::t::1:,.,:.:,,,.:,:,.:,.:.5.:::,....,:::::,:.: Assocsor Account Numbor off of the Twa C2) sots • p lan s • • • •ictyiheludo:::::::::.::::::::::::::,•,..:..::::::::•:::::::i:'::::::::::,..::::.:.::,::::::::::,.:;:::.,:::.::.:',:::::::,:•:.:;,:;;:;:,:::.--:,::: ::::••ANTENNA/ATE1 7 . i ..9.: :9!s! -1 ..„..,................:. : ::::::,;,....,..,..:......;: : ::•:.„..., i ,iii, :: .,... :: , :. ..„ i : :: ,....... :: : : ,„, :.: ,,..... i .: : ,„ : , :..::: ., :. . : . ::::::........ Building floor pl • •showir.19!:::i.,....:,••••;....,..::):.:::;,,,,:::.::::::.:,;.1::::.R....o.c,:;;;::::::::;.•:::::...:.:-..:::::::::i.....;.::::.:::.:::;:,:•:::::::7:::•.:,•: 1 iiildin;g:P. .. , • •• • •: . , ... ,. ...•. i . ,,, , ,..,', ........... .. • - •• ••••••••••••••••.••••••••••••.-- - • ..... -...:.:-.........,...•••:•... :•• • • ...•• .. •. . •.• ,......,.,.. ill:b3 :located,. . ::-..,..., : •,,,. . :::: . .. •••• "' . : .. :.- ... 1 : . :• : .. '1" . .. :. ... : . : ,.. .... : ; , ... : . .... ,, ' .. .: -..-.. 1]..:A.,.......s,:..is".......,...r..!Ac4........°.,,,.u..."•„ " .. .......:...':";,::„...;:.::::!.::::::::......;,..':;:::',:',:..,...„:::.„.•:•••••:•••:•••••••••:::::......:',:„.„.:".,:c„,„„.........„:•::;;;:i:::•••••••• . . •.••••.,.. .. •• . •: ..•....••••:::-..- ...:,..•••••......:•.•.....„......•••.•:•.•••:.:.,•:..„ •:•. - .... .• •.....;...•.•.:••• :•.:.•••••••.•• .. .• ...• ••• ••••• .••.:• • "•••..•-••• ••••.:•::::••...,..,.:::•:::.•:::•,::•:,.::::......::,.......i.;,..,i.•,...,.:.:•,...,;:..)::.,:.......:.:••,:::::,:i ".• ..• . •••........•••"• • .•••.„ • •, .....,.„•••...• ...•••.•.••••••••,...•.,.,.....•....•••.,.........•,. ' ' • ' ' ' ' ••'• • - • - • •• • •••••• •••••• . •••••••• • •••••••••-..-.........,.....,......••••••.:............. ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ' ••••••::.- • " ',. Exit doors :-- ":- :: 1 rac ‘4 • -. •• Diriiensloils of alt s TWO (2):.0)i: of . planS . .!?v, Fliqtt .J.nc .,...,. .,,, : ..........:::„..... ...: .. ,,,.: .., :,.,.:,.. oxIts •-:-.'iii':< iii 6"id .:::'''''::::.:' '...1::":.':::":''''''.':"..." ' "...:' '''41Ciiiian•!:iii,i.iiii;iiiiii . ■i011 . # 1 ciiSh):: T enant • • - • •• • ii" al' plan showing • r•aCk '...9r i '''.l..l..;..i.Y..?,::•••• :::•::::.;•:::•::::::::.::.::::'::::.::]:::::: :::: 1 .6,,,,p, ............................ :pr,......„..,9„...,...::..::.::,:„:„.„.„:.:::.,....„::,„:„.:.,...,:::::::::„:„::::::,,„::„.,::::::::::„..ii.:,::::::.:-..,:„,:.: ,..'.'-'' .-',.. i wi dth an length );.,atsleq,..:1::•.,.: :..Detalis : an ten ria/pato . . ...... : a I.,s...h::000.,:„.....m.....:,...!,„!",.:9...::::::::,'•:::•!.,•:::•;:•:.:::..'.:::'.'.: i..::...'.:......:‘•'.......:,:,:..,....'.;.'...:'..,:'...:'.::,:i:...':.:•....:„.:.:::::',,,:......:::...'::::",' NOTE:: Include d imeris to n s e:ibiiSijd.:'.:'::::....:::..:. :,:::,;,,.;.:;,• ............................................................................ „: . 1-7-7.7 .. ,. :::.: . . , ..;••••:::; . ::::: . ...:••:•:: : , ... , . , : : : :.: . - .. licensed : • and exit ways on • .:,....,..:.::::.:::,...,.,...:::::.:i:..::,:.w.:.:::;:,..:.:*....::::.:..'•••.,.i.:,,..i.i.....,...,„::::.,::, , till calpillatioa,....,.i.,:,::...........i.,:,,,,:,::.,..:,.:.::..:...:,.:1,,A........:-,.-....:',..-:;%:.,::::.a::;:.!:i.1:::„...:‘:„:::::!i::::: Structural Calculation•.s...starniad....bj!.a„W„..:,.a.,iih,i::1:rli...:9„,...t9„r?..:.•.7.,•!„7.i:.:"..!.7„.:,:i..r1,!..:,,T......ii:::i.::,,ii4.i:::,.;:i •.:•,.•:•.....i...,•:a.....nglno.....9t....7)Y..?....?;!.....99.....i.9...lr"9..,......:.:,::.::.:•i.::•:•:::.ii..•..,.......:..•,:,, ?.....,::::::::::::;.,,,„.:::.::,;::,.....„:,...:::.,..,...................,...........,••• engineer (rackistorageP!...q1 ye,r),:i...:.• .:.•:::..,.,......,::::•..:::.•••• ...• • - ...,,....::: .... ..... .. .... . . . . ____ . . ........ •., ,...,..,;,......,....,.:......., . .. . ...................„:„:„..........-.:::::::::. „ , , .....,....:.,...„.:„....:.:: .„.,.....:....... f....,,..,::..,:,,..„ RESIDENTIAL • , . ., . . ., NEW SINGLE FAMI • DWELLINGS/ADDITIONS:„..... . . . ' .. ' ..: ' • . Competed - '1 ....................................................................................... 1 --- .bi.iilding pPrq1:..-:-!-::•:•,..1!.:.••.::::,:.•••:•:•••:::....;•:,::1.".:::::::::.:•.:::::.•::::::;•:::::•••;',""M"....*•:;;;.;',.";"....:::.i::::::'Z' toed u ilding porml :,.applic .(cio, •',..:' . : . • . • . •••::::::::;::::•::',':...::::'...i.:::::::::::::::...........,.....„.........?::.-....i•„„),;:..:.....;:.„i.:•:,:,..,:.:::::::::...?:•:.:,:..,•, ...................................................................................................................... E.:.:Asiets0„AciopOrl:Nurpoer.....,.i....,...............,......‘,..,:..:,,:::.,;.,... RESIDENTIAL REMODEL.S FI camP t b ..., .,. :,,,.:..:...:., :,. : '...:: ,.. "4,i' t lah Site ptan ; a 1, Log al doscriptfoo..,. :••••• . ...::.".:...!:•:-:!•'•••,:::::::.:••••,....:::::::::•:•:.:„.1•.:•,•:..:"..."..:".i-.;.:::::....:::;:.:::4:iig:::i•&.,-!..::::•::„, ••:,.C-:,1-Wo(),...:..?!....,..„.? r'.:!..,..::!:•:::::::::•.i.:.•:•,.;;:...ii.:A....::-:.•••::,,,,..::::,:g.,..:•:ii'i'.:::••g•A--..".:•;•ki..."..:•••;:ihili!"I:,]).Ft;,,;;;;,;•.:•4•:.i;:••::,i.,..!!1,11 1 AssossOr.Aocoun; NlyrilbOr ... ::::.i :::..::,........: .... ..... f ' . draWings•;":rip FoudatIon Sito l,Ode ;•&:•;•::.:....:,.::...,,: 1 Two set....(?) of Whichi Floor :....,:„.R..:,::::......:,...::.:....•..:::::•,:::::::•:„::::_•:.::::::.:::•:.:•":•::::::::::::.f...:::::::::::::•;::::::::::::::::.:::::,.:::::::::.., :,.:•:,:..:::•;:::::.,4::::::::::::.01:166f,.piiiii.,..•:.;:':;.:•:•:,,:::::::.,:•.•:::::1:•:;:r.:.:'::::::::::::;:::::::::::':::::::::„.;,:::,::.:1:,:::::::::::::;;:::::::::::::::::::::::::0:::.:i.::::::::::::'::::::::::4.i.::::::::::::::::::::::: • : .: • : • . • :::' 'i : plan l'''' "; ""4.....,••• (9n..,....1n4laniu;;d.17;ritc....e0s$6s'eto.3tib'ielftill4tru"nf;iiciii*Pa.. 117(111;''."..."'•:.:'>:ii .::'...::.:1:::.:::.‘;:ii;s:....:::.:::.:i:ii::■::.B.Y11.0i.n0::9,191Y°P:ii:.:(3n0-:.Ivii..°!;::::.:::‘:::::::::::::::::::,::::;:i::::.::::::::.:::;;;;:::i:iii:;:iiii:::::::::::::::fii:::':,;:.;:::::::::::::::.;:..::::::;:!::;:i:;:.;',1,::::;::i ..: .„. Foun ... ciatlon:.a..a.;.n..;:•;':'::::'.'!'..,.•....•.",:.,:.:.::;:::::::...;..•.:,:v.00,aa d.,,•/..en.0.0..:.P.,.„1:::a...F.;,°°,,,,•,ss• -,..):::::','::;'".•':',....: ••••••,,!.‘::::,:;:::,'.::::::.::::::.:,:,::::■:. Build • .-. ' ....-- . • • ....::::,:::::,,,f,::::::.:,:::::.a.:*,;:::::::...........,:,:::::::::,:::::::::::::::::::::::::,..:::::::::::::::.::::::::::::::, ...i.•- : ..,::::,:::•.:•:.-....'„.;.RF1090°fr• pPI!4r1.".i...-:::•,;.,.•::.:,•:'..:•:::..:::••.,:.r;:.::::::::;_1 ':•::::•::•:..i.,:::::,;.:;s) :)•,:-..;•;;:.,::,::.!.:•••••::::•:.::,....:::,.:•-•.,::....i:::%,;.:T::....,........:.....!..,..:.p; : :., : : :: . ,, , ....... : : : : :ii i : : :: : : il: : :...." ; : : 11:,......qt .7 ;fU - . : c . ; s a.... : : ! Budding ...1;4in:.,:...;:!!)9.?1...irn...".......fill......::f.,..;:l...i:.:::1:ii,11::::•:7:::ii:ii::i'..iii.;io6ii.: . . f. elevat i a 1 0...,- ..,-...::. .. ,:i.:::,:.::::::,.::::::.::::::::::.,..,;:..,,,:......:.:.....•:...•:::i...,..,;„ .•''''''''.•••••Bulicling.cros'f)cticl'r.1•'''':.:.:::'.:::'::::**'.:::;:',.'...:::::::::::::::f•::a:'•;1:.]::::::':::g:',:..,:w.:::::.:::!.:::::::::,:::::.•,..;•; ',...liNriOd:lanifS:':•:MUis,..;•.1••.!....1..........:',....Y....°1:1"......i......:.t...7.....,.•1"...„7•`!„...°. P.-:.„':,.,.'';,......:::.......7..............•.:;:::::...:,'....:,......i.:::,:....•.:.....:::::.i.....'....:...:.......................::::,.........:::•:.,,,, be 1...WashiOgtOh-Stato Eiorgjr. ‘ F „.. , d at a . . : ,.....,. :;, ,.....,,,..,.. ::...: ..,., ,:::: .., ,..,.,,,..: .,.. ......‘.., ': ' •s:'•:'i '" ':' ' '• ' ' '''''' • ''' : '''' •• '''riiii'•iiioii -• c 4 iioh . lopo:: :. .PkP.:..F!?.:I.:::::.•:„•.:::::...i...:„: : : : :o. : :: : ,: : 1 Comp Y 6 ...::..,,,,:.:,::,":".:::"..:::::::!..1.::::...:•••:::::::•:•,•:•••:".;,•••,-..::::::::::::::**;,•:":::••':•::::::'•':•"••::::'•••:;:"'::'••••''' ' S ( s et s ° ' ssor •' '••••A Number NOTE Ildingsite plan and utility .site :Mao. ma y 0,. N a rrative .:::::::::::::•,...:::::::::::::!1:',::::::::::•:,::::,.. i'l]'.1:•:,':.',.:.:',:i1::••::::::%:::::::.:::::::::•::::•::::::'...:',...K:::::::-...;:::::: ' • I • ..'.'''''-:.•• 1. :• )Ia P'::••• : ': 7 . :. .: i9••::.i:':.:',::.•1:!.:....'.......!......_. 1.0 : :::1 .. ... ,d pScr ib1 !ig ... ... ii 1 6 :..ti e .l.„..ti . ...::,?...„.,!■40d i ...,.: :.. .7:..... 6 : :. 4 il...9. ,.. 97 utilityperTit PP ..,;..;,.;;I:i•.,1;',:::::i::1.,::,11::§1::I...ini.111:.4...I:..11,:i • :: E u.. :s'.''. . .0 . • ... .,..... IFti( and•checklist.for4e.edffid . ...s LI b init 1 requ, T ....: ':: '. :.:.. ... . d. . ?7 ::.:.:. .................................... ti s .' . j ..i . . tj . ' ri .: icl to:.......,,; : joini 1e!.;:tiie.i.iit.:7r1..,....:,!....ii.).....,.:r:.:0,.....1d4::..iiiri...,:ir7.....,.. fina 1 :7 : . 5 ... .P7 ° site condirlopq L .: .. 3 . 1,:i . :i . ...1;. ;.. i .. , .i : : ,' :;:..;.....; i .:: :::: ... ,.:: : ::,. ....... : .. : .. „ . ......: :„: ..... i:i. AdduanaI • - . WC I arid sOils'inforniate ...... . . ..... .................. ..::..,:i....,..:,::::::::•:::::;:: :::..'011: pl tl *IPPr..!7f ( ,...:::,: , ..i.;.:::::::-...•?,:::::::::::::::......:-...:.K......:-?•:::':••:.... • :••• •••• ..- - •••:, '..::•::::,. ............................ ......... ••,•••••:::::::::••••••;::::,.......... .. : .. • ......... . ::••• . .... .. :. . ......,......,............• . . ..... .. .., .. ,.. . • • • • ..._,..._.— • . • • • + p J * Akh*• kkA.• A*4 k• k*** A** kkk• k** k• k***; i.***• k: kk7tk ***hA*•kA*A:4*Ak*k4•kAk**A *A GENERA 401.05 C I T Y OF 111KWILA, WA TftF +it,3th). ?' GENERA 163.80 ' 8h*. 4: 4• k• A** ****A•k•4•4A *****•!r•k:lbA* ** Ark• kA hkkk: 4A***Afr* *A*kAdr*k***A•k•k**A rO1AL 56A c l RF'iplsMIT Number: 94001763 Amount: 401..05 01./27/95 i.4:53 CHECK 564.85 Permit Nos U95 -0031 Type: U•-UUII_f) BUILDING PERMIT CHANGE 0.00 Parcel : FIE) 262304-9015 01/30/95 9479A000 15 :34. S i t e Address: 5t,0 ANDOVER PI( W Payment Method: CHECK _Notation: DAVID KEFILE ARCH I:nit: BLE? k A kk* Akk*****• F• A** k* A•• kA** A* kA k*• kv4 kdc• 4• kkA** rti *k*Jk•kk•kkk••kAfir * *k Account Code Description Paid ()00/345.030 PLAN CHECK NONI1I5 401.05 Total (This Payment): 401.05 Total Foes: 1,022.55 Total All Payments: 401.05 U4tlance: 621.50 �a�4.t r t r} li s ttt��� t + r f t r + ` ti r, . . -...t: + „i,.•..,tac.,d + u %i,irk'"Y:iS: ++L ,. ,h Aa .t`” i��riYtx...:. .YtSAx.ri,._�lY. -.. w.."' !. .! 7� r ``�� jj ' 4 t(,1ti�t,xi�^3: {a� 6'•+i114't; , I ts' r.• hi..t .f tik:i F l +� n'+` :�;• t %;t:tieJ;Y ",G %(jt�'�':..r 1' , 1� Yh^1..1 t {L`��:ut�4' .IA-3751�tt� . w !^.p!.^+^ ..y...,. w.,n..+wM .. rurwwem.I/•$c�'V*YO?wKr'.. ... ..-- - ...... - ..... . r .... -..... ... -...� ** *-nA * •h * *i • a* *,�fi , k **A* * * *.n.A A. o* ** AA.*A*.A 44 .k.A* * * ** * *.A*.hlt**, � GENERA 621.50 h . TIDAL 621.50 CITY OF TUKWILA, WA TRANSMIT CHE K 621.50 ** h*********A* 0(***************** tE, n• ,•** **4 * * *A * * * * * * * * * * * * ** * *h * ** CHANGE 0.00 TRANSMIT Numher: 94001989 Amount: 621.50 03/16/% / 1042A000 16:10 Payment: Method : CHECK Motet i on: DAVID KEHLE ARCH In i : L"C3 Permit Na: U95-0031 Type: 13 -BUILD BUILDING PERMIT Parcel No: -9015 Site Address: 550 ANDOVER. PK.W Total Fees:. 1 This Payment 621..50 Total ALL Pmts: 1,022.55 Balance: ncte: .00 *** tk******** h******A********i******* *** *kot * *** *0 * **k * * * *A.Pk * * * * ** Account Code Description Amount ;;; 0GU/.022. BUILDING - NONRES 617.00 ":,000/366 404 STATE BUILDING SURCHARGE 4.50 • r ' t � *; i,} { : 4 is �yi { � '`i4t.d•.t• .+ �i- :.z:�'+J 4 6 i t x 5;.:: .v.... t t .., r �" j,..a a .l :1.5�., .7,� ,4 i.1' } { . s . , Y b' ti� q .i: . f° 1 i i V'► il�t �r l t `rt t v : :' a ?.,. Y; ' S{y,'j�� i , .{v � ;:i^314:f..�'L.tvti� '� {�7T�.a, FV.�:�'�.'SZ}k:�tat.'.ii� !•a.,� 1C�..'txt{haC.:.. ., it'�<.o{:':+i .•,s.;.tL s t'.{7a 7t L� °l:x *> .E.t'� ;t'�t� a.r', rw '1!iRf�a71t[���+�..i�',...c. .. ' i .. .. "r i.•,'t = .+ Chu..+.. uvuc�uvu .«e..ww�aiJR��V*^- .w+....'. -._ ww....... w«+.... �... �.. �-. �... �.-....... o. uavu.+ ��rww+ w�uwu• n« u.. m+ a« aWr. twwr. N. r+ ays. VM se: 3H..L "r.:YYi1sV':.'.1`StcL':_� INSPECTION RECORD rePS Retain a copy with permit 3 CITY OF TUKWILA BUILDING DIVISION ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at ( 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. « f W(D..+wiw "�a1+i�s` �ati.'�1L+� - - - ' -♦Y.�• : -1 _...::.J .�Tl�r�T \�1'IN�.'_� ae f... .. .. t r... ' ...�.e w.�. . �........«.,.-«.........«.....,..... .,.........,.....— ....__..__.., _ .. _....._...,—. o. �.....,,....... �v..,......... .,. .........nr.....r,..e..winv+cn veaa- s^rn'axtrt:xsl4cssss,;. . .0 INSPECTION ,RECORD 9 s Retain a copy with permit 00 3 :� • r ,. PERMIT No. CITY OF .TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project; /. - C YPe o n . `. fit/ Address: Date Call Special Instructions. Date Wanted: f Requester: Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 77, rc ir Cl/ 4 4- ) /7 /7,5 a / h 7 e - A.7 4 fre < ,Clo Y O 74 ' nspector AllYWOMPL . _ 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: t I Recept fro ' Die; �', .f�• ., h '''l •. .. .,. ;� ', ; .. .. �.'r'. .. 1T:c.i•q,•, .. ..a Sr i: f�'. .. .:`,JR..� :: 5.' •aGS a...:.d+ u u w. w+. a. v. w. uw.. r.r v.. wr. r. aw• vww�... v...w...�.�..- ��...- `�....�viwr aw.a.u.aqu.w:'+.- .yvw..rN V V�aw.N- +rvei.it•Gu �th'riva2i. di:CSG'L:.i:a %1%1iKM145 .. 1. ; C. 0 I . /(a) tr i . INSPECTION RECORD (! Retain a copy with permit 0031 '' '� .. PERMIT NO : CITY OF TUKWILA BUILDING DIVISION -1 I • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ',' roe . u ps ype o n spect n: — t (VA Address: Jr -- AV1G t c Ve I k ' V�1 r Date Called: ci )3193— �, gi, 1 Special Instructions �O �eG� Date Wanted' C( 5 Requester: ` ='t V U c w - F v s s� hi I / 1 ( � W h r — c } ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7 05. fi /99/ / l /M 6.1 - 1„. I "7Cfle / JO ,- . 4 </7 //s S 4 // .e_ 1 /, k , . k /-'6 sew P K. lri e. , S 1L• p, / e� sf <1 `' i ,-J( �" J .4/- e;. -zd. � a' r 0 / _ _ v�_ cais tee-". . ° , / e _c.% • /64 z,, . 7.- rarer � " , A0 L , i 4 $ // k- ,-,,e_c �.�....47 /Cii / ''''`p ° p.,_, 4 s As 0 G, /u.l • ,. • Inspector: Date: i� r ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ' }` 7114°.: - c6- ti.(.... .....i1'. a'..:ku":, >tx,' . ;t 8 t`u:xk .::A 0 ek'R7'#t. s.v a • \ , I IIMI C INSPECTION RECORD Q :X(5 - .1 ,., Retain a copy with permit 0031 10' 1 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 la (20Q) 431-3670 roe : INIIIIIIIIIIII ype o nspeotion: i • • '"ress550 A e , c' A-W iiara?, SHIM 'I Sp: al Instruct ons: Date yanted:s-Mairrig : W4 .1 Requester: , it e c ' t Phone No.: s - . • e Y 0 Approved per applicable codes. Corrections required prior to approval. .:1 COMMENTS: 0 6 Ala fr'744 60, I 45 ' .fra ,-.. ....._ , .../ ,/..-'' e 4 .),— ree C._ -,./ i ' , 54 , r •,,• 5 ■, . • , Inspector: AP ,....... .46‘....veize, 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,. .c'. . I Receipt No.: t Vale: - . . 0 INSPECTION RECORD ( Retain a copy with permit g P • " a CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - A , (206) 431-3670 V • Project: I ) 7,..s – 17PT ot Inspection: eei Address: Date Called: Special Ins 4/4 " Date Wanted: (5" a 120 Requester: Phone No.: Approved per applicable codes. Corrections required prior to appr6Cal. COMMENTS: 51,7:7,7 '4,1 erd^a /: "0 6,( ol...■*" 744 1 2 — 1.2 1 A c oo...," , cv--- +Or,. ../ .• -etf% / 1..7 e.../.7 • Inspector: A O . . .4/ Date: o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: I " 1 L INSPECTION RECORD GYt Retain a copy with permit 0 ( -` S. r 10 • 1 P�. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 v (206) 431 -3670 'roe :r ypeo ns.: , r . Ir. ress: 50 , Cr P ':t(3 a :.: ;/MEI Sp : • al nstruct ons: Date anted ' • p.m. Requester: , 1 fr iieo PIA 4) Phan ,.: �� 40 , tv � r► , Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • • • • • nspector: _ c_ , 1-e: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to.reinspection, fee must be pald at 6300 Soulhcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: r /snya•i,.rt•- .+.�'+'.... .... •K.+.vrw•.+wwn.0 . w...rr _.,..��.�..�..roow'ru.va . Min». w. x., a. ro. w.. s. scwwar.. tt. t+. hr.'Jti*x�.TJ.m.h:f5M5lS4M. :xi: .Y 0 (3 )/ '.r INSPO Q . , l Retain a copy ECTION with per RD 0o 3 INSPECT N O. R . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818= 'h1 (206) 431 - 3670 :;.'' Project' Type of Inspedio Address: r At • I `140 . Di " i t, • Special nstru Ions: Date "ant: lnnpeillIlr, . Requester: , �S , m S\ ( vr.s Phone No.: 5'7 - r • 2 'A Approved per applicable codes. ❑ Corrections required prior to approval. r COMMENTS: ' I Inspector: Date: 5- ! 2...4'r . �! `k kti. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at ; -;,, 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. F< moo.: Date: • .. ............. c..«.,.... �,.. �.. v.>.=. a..,,.:.,.,.. n».,,... a ,.,,,.v......- ......__.,......_ ._ .__ . _._..... o... �.,.... v.........,,,.....,......«,...,.... t.,... s,.. �.< amr...+ c <..c.t4,»w,.c.,,nw.o.m.,....r.. (5� 0 INSPECTION RECORD 0 & Retain a copy with permit ' •' gyp, • ; T? �.., CITY OF TUKWILA BUILDING DIVISION \A\ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 • roe : Ypeo ns.:« on: `. rn „ress: v A. i Sp :. al Instruct ons: J Date anted: s(5' am R . Requester • l 'Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' � v{1 . . • Inspector: C Date: 5/5/ O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. +. I Receipt No.: Date: [. 0 1 ° INSPECTION RECORD R etain a copy with permit CITY OF TUKWILA BUILDING DIVISION k* 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • (206) 431 -3670 roect: / : ype ng .,, lr ,� i lt Gil 1 c� Address: i Date � alled: S �k�n V � ACS • Special instructions: Date Wanted: .s7/ ' am. m. Requester: Phone No.: 57 ' I '7 (4?' • Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: .� • • { E.. nspector: ‘112M1111111111111111111111111161171/2111111111 ❑ $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: ▪ ... .. ,l. w4., a .A. ` ..' ., .. °.... ,t .n„ Ids "• .,,•6F.• :. ,�.,.. . 7. r x. ttmwrw. nw,....M. .,..� .............�...�,. -,. ti ........... r... u...., ,+...........i......m..e...... rrt..ay..x,n r.. INSPECTION RECORD , _. 1 3RS Retain a c® with permit 00 AY d 31 • ` •, PERMIT No. CITY OF TUKWILA BUILDING DIVISION / . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 itt� (206) 431 -3670 Project: i A y pe 01 Inspedlon: ra Address: Date Called: 550 /111a0ver �'�= > Sid q S Special Instructions: Date Wanted_... l q p.m. Requester: ,J v,y) � ‘799... ves Phone No.: 5 - 75 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: .� 2 �-2e R �i, '2 �,� NI N L . e it:A en Ape Azvt4 --v . 2. `=' LVL Goa S S F r Tot ttrr STOP 7 0 4 ALL, 64,4 M,A✓G I S SI .) bi ,7t etb. - 4(41 4: :�. Ppfv ,1 • 1 Inspector: / Date: 5- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. oce Date: I r .. y W,.,. n....,.....«. w.. �.« w......,. m. ......................__...,.. . .......................... • I 6 INSPECTION RECORD 6 f - Retr in e copy with permit o03 • 9. , p ; PERMIT NO. CITY OF TUKWILA BUI LIDINQ DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: CC Type of � J rywUf1 416( Address: Date Called: 950 Andover/pg. 5/ J 147 i Special Instructions: ; Date Wanted: / / n 00r) `�(�(c?'f am. p.m. Requester : i S I v t Phone No.: 5--5' _ ci � 1 WI—Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: z , �! /.> , ,. /L — II 7 g . Inspector: l " Date: .i..► .. - -- , Ill II / - ❑ $30.00 REINSPECTION F ' REQUIRED. Prior to reinspection, fee must be paid at . 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Recept No.: Date: t Yi '.. .� ..-- ..a.u..✓,......w - - - -- - ...auYf01 ..IrtY _...«...r...,,.a,. �::Y..�.:..tr,t.;:�_.. '`-'- - - . ' .4.. .. ,......,.. ......e„ .uw "xr..v rye w.v..."w...v.. :,....s.. ». .. �.. � .... .. ...... . .. _... ..... ea. ae...». va• rn.. a.. w.. a« u...o-ra....rr:Yb {,Yl;:. �L.`.. �V F.:') � ".i�� r, . • t INSPECTION RECORD _ -- / ? Retain a copy with permit �Y •ERT ir•. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro ect:l , \ rt`� ype o nspe ,_ v w Q l l (r{. ! / Address Date Called: L ( ! - J Special Instructions: P ate : t 3 ' Requester trl 5 1 vcs-f cr- P hone No.: 57 _ c Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ,Id 111 4 • J. Inspector, Date 'At i.. if A 4 /l O sr . J ❑ $31100 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule relnspection. (... _... .«,...a..... w...vwu.rw.w...s.•«.r .. rw. r« w. a.......................-.............,,. �... w......+ n.... r++... nw. v.... a.w r. cwa. .»'xr.�ro.�Y]Y.'!n'n ^rNd1:.nY >t �:f i:3dri b:: 0 INSPECTION RECORD j3 E' • Retain a copy with permit , dbI W ` SPECTION N0. PERMrr NO. CITY OF TUKWILA BUILDING DIVISION \\\ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 \./. (206) 431-3670 'iv e : ype o nspe ionSU ress: r: 530 A Sp :• a Instructions: Date Wanted: 9 am. I Requester: Phone p► Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • &71-1 � t root WA RtArl r r•'C, A ,t • Inspector. Dale: 4-( D $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a @ c " e "°R o.: Date: I .,. r......... P..,. .....,..«.. .�...,.._...._.�..._.�..___ .... ........._._.......« . i.....«.. w.... n, w..,....»......,. wa.. ..uxr. «..:arr- .+..RMnLUr.,ra: urttsvvarw:rP;.r., • .. Tr INSPECTION RECORD . ,8g Retain a copy with permit . " 0Q3/ PE - T• 1 0. , PERMrr N0. CITY OF TUKWILA BUILDING DIVISION 1 .'4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 / I4/� (206431 -3670 i�► n E� Ad Pro e 5 Type Date C of al lnspled; ed on f , / lay pi( a j ct: l . Speclal Instructions: Date Wanted: _ ; / ' 47y 6e, Requester: - 5 am.).m. - 1 . ► 0 A,5 f / W e „ , ) Phone 7 5 _ r Approved per applic codes. ❑ Co rrections required prior to approval. COMMENTS: Ewe 07 -2/144 a t tokr ,6_,c--1,1-z. / :... • -PCP. Hy CIVIL W✓J IA- F 4A r r � s t c CA 1 -- b h /l c l ,� I Inspector: c7.....3 a.a , • ' D ate; - ; r Z.? � `i j ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection; • ecept o.: e: 0 INSPECTION RECORD 0 4Y Retain a copy with permit isP • No. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION a l k 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ODA, (206) 431-3670 • • ro Got: ype o nspect on: Address: Date Called: Special Instructions: Date anted: 4 1 7 Z 5/q1 am. Cl Requester: A .. Phone No.: Lig Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' 4 , • ip341.4k-rk..\ t-p-f 11T7L — tAIALL,1 c JcLT C • 1.30.6 0.1 AboyS , • • • nspector: e: 15 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspedtion. ' I Receipt No.: We: .„ ,...2attkr„1.1•4A n A ItAibtakal • • A 't' • ' '11•■•••Il ,....- ....,, .. 0..........-.. r... l∎..∎...,..,,.. .._.. ... .........- ............r t Itf.AM Nr .+.V.0WO- .wr,++.........ss.a .. 0e.9e. -J TW+S4,s,,,442,44 ti An +;.( a rV 0 INS PY P Retain a co with ermit P O. P - R'r - `•. • CITY OF TUKWILA BUILDING DIVISION '► 6300 r Southcenter Blvd., #100, Tukwila, WA 98186 1 (J0 6) 431 -3670 o eat: ``� tlkn. w r.:a vl�� Type onspeci . Address: 53 Ard ofer. p IA. 1 Date Called: Li ,). cs— Sped � ' S al Instructions; Date Wanted m C .m. Requests` , s I vcs t` - Phone No.: c 75 _ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 6 A Nb WYY1A-- 8it4C$ tfJ v>c USi7, ,, c) ( c�= pi iLt� . 1 L LA 1 Gam- CI t,/6 / Q,.A . t a: Wit. k . 4 0A1 N a d-ra A rm 1:. (A/A TO - S'7141 L o titres I ) , !, hC-Ar_N- 48 (714-- 7 ----- Inspector: Dale: /, • ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r eceipt No.: Date; .... ..4". — .am• jdi�l�N Rf �ll ii tutli .l a.X' tt:iss'.Iti.mf..a9[M`.,. � 0 INSPECTION RECORD Retain a copy with permit 0 0.3-1 SPECT • '0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .1*(206) 431-3670 is ProF3Er: Type ofTrispect on: IRA rrliNt Address: 5 - 50 A. p tA) Date Called: Special Instructions: Date Wanted: 4 , am, Lak)— e-rv— Requester: Phone No.: k Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' ir CCtt A LiS RA 11^- 1 • Inspector: I Date j o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. errCle 0.: Date I U INSPECTION RECORD 0 3/ Retain a copy with permit , INSPECTION NO. • E A *. CITY OF TUKWILA BUILDING DIVISION k‘.\ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 *I , (206) 431-3670 Project: p S Type ot Inspection,,. Address: Date Called: etc.. Special Instructions: Date Wanted: 9. ( IqC a p.m. Requester: Phone No.: ( I71_,Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' W04 ar,FicAc GvALc-- Fox- g -S' ) ANa Z./ 6. nspector: 11:1(); C- Z1 )1 - 7 o $aw REINSPECTION FEE REQUIRED. Priorio reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection . eirrirgne o.: Data 1 INSPECTION RECORD IL) 695 Retain a copy with permit 11.110 `S *• t 0. ER `rv. / CITY OF TUKWILA BUILDING DIVISION v 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 206) 431 -3670 • roe , j 5 ype o nspect . n: Add ess: • to a e . c - :« al nstructions. Date "anted: E -� n.., ' "' f ease, Requester: I ` /'T I � 1 1 `.K 0 -yam Phone No.: S -1 /_/ [Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: �'"Z - LA ti► NE IGtesi -) (L . . • i�t) 1 t -'!,► c, �2 . Fti A W i r) C, t2�v S-' N c.cT"\ F-c _ IO PPP- clv A1.. Inspector: � .�1�. Dale: ^� r ❑ $30.00 REINSPECTION FEE REQUIRED.; Prior to reinspection, fee musfbe paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ece- Dade. ` .. 0 INSPECTION RECORD 595-Oedi Retain a copy with permit PE • 1 0. PERM' NO. CITY OF TUKWILA BUILDING DIVISION 1 . 6300 Southcenter Blvd., #100, Tukwila, WA 981:: 1 , 111 , 44 . (206) 431-3670 Project: ype o ns on: won Address: A 'fff ifillU itiVifi es: ii MIA /3 MINI Special Instructions: Date anted: 4 1 / 6, am. ..m. Requester: ..3 Phone No,: 5 _ &Approved per applicabie.codes. El Corrections required prior to approval. COMMENTS: ' id,e qk7ea, // %' J 7 • a mis nspector: A ,c 1.00 REINSPECTION FEE • EQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , ece o.: i • • 0 INSPECTION RECORD 0 00":31 Retain a copy with permit $PE PERMIT CITY OF TUKWILA BUILDING DIVISION a I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i (206) 431-3670 Project: R5— Type ot Inspection: Address: Date Called: 55 W Special Instructions: Date Wanted: 4 . 1z.. ... 95 am( - 43 Requester: 4 e4v.... Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' Ou1/47\—-t,OC- RC E1 ‘SP APO s ti I ) • Inspector: I Date: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspectlon. RecLLft.: I .- .•_........�..•. -' ... ...._....._.�.. -. ..- ....�_...•. ...w._ y`y ._ .. _.- ......r+.�w�.I.. Mtn... I.K UU. wwwumwroMU' iYKt.. a. IiRri '...I�..,.)'.2G:Ji9:'.5'n!!: F'fti �4.:'I�:`. 1 0 INSPECTION RECORD ;1111 .. Retain a copy with permit �� I F r.1 1 . vr 10. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 . ro ect, / / i ' Type of Inspection :F� %� Address :3- y _ Date Called: //—....9 //. Special r& thtL : Date Wanted: R equester. Phone No,. .„..Z.2.2 7 [l Approved per applicable codes. pr Corrections required prior to approval. COMMENTS: FLAro 13 or-. ro&.. i� .S1-t6 ADP/ma', AP? A-6 L . i PP iut1 J A 1... . ' t Inspector: Date: 4 2, ;.- O $30,00 REINSPECTION FEE REQUIRED, Prior to relaspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recent No.:. ' late CITY OF TUKWILA Address: 550 ANDOVER PK W Permit No: 895 -0031 • Suite: Tenant: UNITED PARCEL 'SERVICES', INC. Status: ISSUED Type: B -BUILD Applied: 01/27/1995 Parcel #: 262304 -9015 Issued: 03/16/1995 * * *•k** k' k• k******• k**** ****'k* ****•k *'k* * *** *•k *****'k k *** ***** **'k* *'k•k ** *•k* *'k* * ***'k Permit Condition_: 1, PRIOR TO FINAL SIGNOFF " LI;cI�NT'JO;.`SUBMTT :METRO SEWER .CERTIFICATION FORM T rl''0,U$LIC"'WOR S FOR" PR(CE' 'S,J.NG. METRO SEWER FORM WAS MAILED T"O� THE APPLICANT ON MARCH rir6 1995. 2. No .changes will ; =berrmad , to ; the elan` ^.' ,unless ap the ' Architect 'ar• sEh'q llneer '' and; the . Tiu.k.wSi l ,Bu i 1,d i g D i J�i: 1, fio,� 3. Plumbing pe It)jtts ^ha:,lp'l,> „bee obtained thr�ougli ft.hr S,astt'le K,irig County De,p : p met�t ; of +�pu i i t„ elle a`'1 d i. Plumbing , W, ii be ,” �, in pected : "4,,,, ha't, agency'` '''incl,,u q in all gS`s. rg.' " '�;; (296-47 ' . r;;,.* ,P **S'' ,f� °c, 4 • E l ectr ,; 1 permts .abork,e'lr. /' hsh t �� a 1 1 be ita i ne d thro ugh ' the Wa .sh , t ' ,,rruu �� g 'State 'vision of aL`"dustrYi and�all e1, ct' r hc�.a''l \, work ` ift 1 be 1nsp` cteCO tha\�, agency (248- -6630) . m .t 4 5. All .e ha,n,i.. ail Wbrk shall be tl,nde'r. 14 i J r• , eparate permit .:^t d 'by the City of 'Tu 1a. .< <rv:' ....,.� M°'..,� v, ' 6. .All p'ermitts' ' irispect.io»'�- r d's, and, approved plans sha i• 'H l a b1 a at the , t `pr i•or , to' ;}the start of any c' ri ~� ";• ,1kt stdual on• ii These...,documents dare 'ttori elme`i'n and avai;1 -;' ',` 4 ab yuntti.l ��f 1nal� ins ' ov, t ._.gr~ anted. <- ` `' , 7. Par,ti,tion w alls attached t"o ° l in�g. yr`•i.d must be lateral.,l,y.,..tz ;`i braced i::f ovens eig t (,8) feet ',�i`n 1'en ,• 8. Any iiew ceiling grid., ight'sf'ixt'ur�e.,ilns�tal 1ation ,s `, lF, € req i reed to , ' , mee , t l a ter'e 1 bracing '�'r qu i r f or Se i c r a '' y` ` ii ; i Z one °, 3i� ,, ' ;, ' .., t� 9. Al 1 o on' . to be done in co fo.rmmance. w`i.ti . a roved.1 ::.'.' :'%''I plans �,nand' req'u l rements of the Un form Buis 1 di ng Code (1`99,1, / u Ed i t i I:4'$\ as amended , Uniform Mechanical` Code ' Edition )�`,. , and Was. }` irtr3nyton,,,,'atat`e:.� Energy Code `(19�4�, di t,�.,i:o »), AL,' 10. Val 1 i d i t o`f Permi, 'TlEe issuance of a Pe ts'' }or , 1F {aof ' i 'plans, specsi..f is °a t'fons, aii.d computations shall not` ca 5 strued to ber a permit for, or , ,arv. appr..o'val of, any " "Viol�ait,�i�on of any , x�. +.r y of ti of the building code or of t ,ry.:�' other ordinan a of the JUris `No permit prespi to give authority to v iolate or' c`anO`el t;he provisi,ortis.w.of this code shall be va 1`i tf� `t .,_ ,w ,a �, a,1„,,t° r „, 1 a r WF'M 4A:ot ,;Ny . - ` (44e =t rVI i- { •' 1 mA ri `m it t7`*P -m t'LR'!nr y i OM . r y , ; City of Tukwila John W. Rants, Mayor N = Fire Department Thomas P. Keefe, Fire Chief 11;‘...** • f• 1908 - TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM / Permit No. . 5L- a Project Name I r / 4C t / 1” . •[Gl1 ' • Address . I r4U iii' t 4e4 (..0-Q- . Suite # Retain current inspection schedule Needs shift inspection r y maimmiew - Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: 4 11101 la. —mai Authorized Signature Da FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 57544139 ' 1994 Washin•t State Nonresidential Ener• Cod-' ;m•liance Form Envelope Summary Climate Zone ENV -SUM 1994 Washington Stare Nomesidenhal Energy Code Compliance Forms Aprd. 1994 Project Info Project Address 550 pctQcv W ESr. `Date i I Zeds 1f0KV -11L p. r WA3-4 INC-T *4 For Building Department Use pIS1 ?5?› CITY OF TUKWILA Applicant Name: pAv I p H �RGH IT C r JAN 2 7 1995 Applicant Address: 1tt57 5, l N-r E AV � S. Applicant Phone: Cij ' - 911 1 PERMIT CENTER 'Project Description {New Building ❑ Addition ® Alteration ❑ Change of Use Com liance O Lion ® Prescriptive Ca Component Performance ❑ ENVSTD ID Systems p P (See Decision Flowchart (over) for qualifications) Analysis Space Heat Type ❑ Electric resistance 2 All other (see over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior f- Note: Below grade walls may be included in the (vertical & overhd) divided by Wall Area times 100 equals % Glazing Gross Exterior Wall Area if they are Insulated to /� the level required for opaque walls. (p03 9. _ lr0 (>tP , X 100 = ✓D !o Concrete/Masonry Option ❑ Check hero if using this option and if project meets all requirements for the Concrole/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements (enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space Insulation on interior - maximum U- factor is 0.19 Minimum Insulation R- values Insulation on exterior or integral - maximum U- factor is 0.25 Roofs Over Attic NIA If project qualifies for Concrete/Masonry Option, list walls All Other Roofs �„ .L, with HC a 9.0 Btu/ft F below (other walls must meet Opaque Wall requirements). Use descriptions and values • Opaque Walls A-11 from Table 20 -5b in the Code. Below Grade Walls N /A Wall Description U- factor Floors Over Unconditioned Space NO, (including insulation R -value 8 position) Slabs -on -Grade p,, -1(7 (vr' VAIL S'TU'D Wifk-1"1 o. o °12 Radiant Floors N / A 37.1." MTI.. S-ru12 wA/f P..-11 -11 0 . 11 Maximum U- lactors err CONC. WPsu. wJIt-11 0.11t2 Opaque Doors p (' D INT. CD J C . V -/AU.. WJ( 1'] .112 Vertical Glazing 0.(n0 Overhead Glazing N/ A Maximum SHGC (or SC) Vertical/Overhead Glazing I b.(I Semi- heated space' Minimum Insulation R- values Roofs Over Semi - Heated Spaces' 1 NO 'Refer to Section 1310 for qualifications and requirements Notes: ' 1994 Washinnton State Nonresidential Ener• Core Com•liance Form . Envelope Summa• back) . Climate Z, • 1 ENV -S•M 1994 Washington State Nonresidential Energy Code Compliance Forms Apnl, 1990 Decision Flowchart Use this flowchart to determine If project qualifies the optional Prescriptive Option, for Prescriptive Option If not, either the Component Performance or Systems Analysis Options must be used. . r - 1302 Space Heat Type: For the purpose of determining building envelope Electric Resistance: Space heating systems which use electric resistance elements requirements. the following two categories comprise all space heating types 1 as the pnmary heating system including baseboard, radiant, and forced air units Other: All other space heating systems including gas, solid fuel, oil, and propane (t Start J where the total electric resistance heat capacity exceeds 1.0 Wife of the gross space heating systems and those systems listed in the exception to electric . conditioned floor area. Exception: Heat pumps and terminal electric resistance resistance. (continued at right) Y heating in variable air volume distribution systems. i '.., ` Electric Resistance no . • ' yes V " ' All '• /Masonry ' '•. ' Masonry \ �/ All ` <, walls R -11 '- )6(Jall Criteria OK?; Wait coterie OK9>E -', walls R-19 ...insulation?' \below) /' Yes yes "-.,(below) j no �ipsulation ?/ M I' noT "no yes I i <40% i <25Si r'<20X� . t • <2016� �'�Glazing2 no no Glazing Glazing no na `G� i ^9Y 1 ''"i: \. yes yes - r Y•-- V W j All Insulation Installed? 1 All insulation installed? All Insulation Installed? All Insulation Installed? (Opaque Walls R -11 Opaque Walls R -11 Opaque Walls R-19 Opaque Walls R -19 Below grade walls (ext) R.10 Masonry walls (int) U -0.19 Masonry walls (int) U -0.19 Below grade walls (ext) R -10 Below grade walls (othr) R -11 Masonry walls (other) U -0.25 Masonry walls (other) U'0.25 Below grade walls (othr) R -19 Roofs over attics R -30 J 'Below grade walls (ext) R -10 Below grade walls (ext) R -10 Roofs over attics R -38 ,Roofs other roofs R -21 I Below grade walls (othr) R -11 Below grade walls (othr)11-19 All other roofs R.30 Floors over uncond.sp, R -19 , Roofs over attics R -30 Roofs over attics R.38 Floors over uncond. R -30 Slabs -on -grade R-10 I other roofs R -21 All other roofs R-30 Slabs-on-grade R -10 III Radiant floors R -10 !Floors over uncond.sp. R -19 Floors over uncond. R -30 Radiant floors 11-10 Opaque doors U -0.60 1 ISlabs-on-grade R -10 Slabs -on -grade R -10 Opaque doors U -0.60 !Radiant floors R -10 Radiant floors R -10 Glazing Criteria Met'? ;Opaque doors • •• U -0.60 Opaque doors U -0.60 Glazing Criteria Met? Glazing Vert OH I Glazing Criteria Met? Glazing Criteria Met/ Glazing Vert OH Area % U U SHGC I I Area % U U SHGC 00.15% 0.90 1 45 1.00 ! Glazing Vert. OH Glazing Vert. OH 00.20% 0.40 0.80 1.00 15-20% 0.75 1.40 1.00 I Area % U U SHGC Area % U U SHGC 20-30% 0.60 1.30 0.65 Vi 1 00.15% 0.90 1.45 1.00 00.20% 0.40 0.80 1.00 yes I no 30-40% 0.50 1.25 0.45 1 15-20% 0.75 1.40 1.00 20-30% 0.60 1.30 0.65 • yes no s no j 30-40% 050 1.25 0.45 I no yes Prescriptive V A Path Allowed . . I' V Y Component Performance or r r Systems Analysis Required Concrete/Masonry 0 • tione Wall Heat Capacity (HC) *If the area weighted heat Assembly Description Assy.Tag HC" Area (sf) HC x Area capacity (HC) of the total above grade wall is a minimum of 9,0, the Concrete Masonry Option may be used, "For framed walls, assume _ HC •1,0 unless calculations are provided; for all other walls, use Totals Section 2009, Area weighted HC: divide total of (HC x area) by Total Area • 1994 Washin•t State Nonresidential Ener• Cod: tm•liance Form • Envelope UA•Calcula ions • Climate Zone 'I . ENV -UA 1994 Washington State Nonresidential Energy Code Compliance Forms April 1994 Project Address ` C AKIVC.Ab i 9A .K viEs -'r Date 1 / f Space Heat Type ❑ Electric resistance to All other For Building Department Use Glazing Area as % gross exterior wall area 3 b % Concrete/Masonry Option ❑ Yes ® No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component Proposed UA , UA List components by assembly ID & page # U- factor *Area (A) UA (U x A) U- factor x Area (A) = UA (U x A) U= 0.0 Plan ID: STaRF.'P,G1.1T 06,4 x ` (0 0 3 Sc. 6 ,Z D 4 )4 GO 3 ' . = S N06 bC U= Plan ID: c- Glazing % Electric Resist. Other Heating tr , U= Plan ID: 0-15% 0.40 0.90 • " ` U= Plan ID: >15 -20% 0.40 .0.75 > 0 . U= Plan ID: >20 -30% not allowed 0.60 : U= Plan ID: .. . , >30 -40% not allowed 0.50 U= Plan ID: , (see Table 13-1 for Conc/Masonry values) U= Plan ID: 1 • N/A U= Plan ID: Glazing % Electric Resist. Other Heating to U= Plan ID: 0-15% 0.80 1.45 -C ' � = Plan ID: N / l n` >15-20% 0.80 1.40 6 O U= Plan ID: >20-30% not allowed 1.30 U= Plan ID: >30 -40% not allowed 1.25 U= Plan ID: (see Table 13-1 for Conc/Masonry values) a, U =O.$3 Plan ID: SOL.1t7 CORE WOOF' O. 3 9? x' ZI 4 •T ' - 6.1 �� O .(vo # 1 5. = 1 2.. (a g 8 el DOOM / Ti Elect a 8 U= Plan ID: Electric Resist. Other Heating 0 ° U= Plan ID: ` R= Plan ID: 8 g R= Plan ID: A 1 / IlA Electric Resist. Other Heating ce R= Plan ID: ' `r 0.031 0.036 N R= 11 Plan ID: GOOF DYt's}2 '1? r- 140 (�• D'71 x .�j2.25 �a = �j,7 i 6 75 7 K I --- -.2Lj S75.2) t c R= 11 Plan ID: I*DOF DYER Q.:.l_ Electric Resist. Other Heating 0 R= Plan ID: 0.034 I .os� R , 11 Plan ID: (o" MYL.T \NALL o 0 12 x '194t3354... '1 olq > 7 �'r , .f = 2 :412 R= 71 Plan ID: 3`k "M'rl.S'TI.DWAl,4- d )) x 8 °) 4,133 0 . %1 X Zoo ".3 .e, = ,62..4 t) R= 11 Plan ID: t ct. CDNG. WALL 0 r t) t5 'r Z(20 (;3j 54: - 24.7.4 g R= 11 Plan ID: It,t"(-, Co NC. WA1-6 o, )) 2- x 32.b. (v574 = 3 Electric Resist. Other Heating m a R= Plan ID: Ordinary 0.062 0.14 co R= Plan ID: Metal stud 0.11 1 0.14 R= Plan ID: Conc(int) 0.19 0,19 R= Plan ID: Conc(oth) 0.25 0.25 a R= Plan ID: t R= Plan ID: N /� Electric Resist. Other Heating m 0 R= Plan ID: / Ordinary 0.062 0,14 R= Plan ID: Metal stud 0,11 0.14 a`, d R= Plan ID: O .:; R= Plan ID: Electric Resist. Other Heating . 8 g R= Plan ID: N 1 - ' 0.056 tZ D Re Plan ID: R= Plan ID: EX STING St,AV> Ot4 C)1 ' I t 4•• !f = 13b.1 �S ). - f ,4 x 145(... 1 5 • •-"- 100 11 c il R= Plan ID: GRADE •Fee{ Electric Resist. Other Heating 10 p, R= Plan ID: y F =0.54 F =0.54 co R= Plan ID: (see Table 13-1 for radiant floor values) 'For CMU walls, Indicate core Insulation material. Totals 4030b•34 10(PG - .5(A Totals (092 OD.3(0. 1 s. 41- For compliance: 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. 1994 Washir ^ton State Nonresidential Ener Cade Com•liance Form Envelope SHGC C . ulations Climate Zon : . - ENV -SH'GC • 1994 Washington State Nonresidential Energy Code Compliance Forms April, 1994 Vertical Glazing Proposed SHGC Target SHGC List components by assembly ID & page # SHGC' x Area (A) � S 1 HGC x A SHGC x Area (A) = SHGC x A Plan ID: S'(o2itFP -O(1T CI-QV -A 1.-I-• a4 )( (o0'2 ° `' 1 ,c1=-7 0-V7 '4 (od J ` ) : Plan ID: (dt f Anl}) Glazing % Electric Resist. Other Heating g c Plan ID: 0-20% 1.00 1.00 a � Plan ID: >20-30% not allowed 0.65 Plan ID: >30 -40% not allowed 0.45 Plan ID: (see Table 13-1 for Conc/Masonry values) 'Note: Manufacturers SC may be used in lieu of SHGC. Totals (pQ- - 11, Totals (p b 2 39 1 fIC7 For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing Proposed SHGC Target SHGC List components by assembly ID 8 page # SHGC' x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A 0, Plan ID: Plan ID: Glazing % Electric Resist. Other Heating C) Plan ID: N/"\ 0-20% 1.00 1.00 E a, Plan ID: >20-30% not. allowed 0.65 Plan ID: >30 -40% not allowed • 0.45 .O Plan ID: (see Table 13-1 for Conc/Masonry values) 'Note: Manufacturers SC may be used in lieu of SHGC. 'Totals Totals For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13-1, then this calculation must be done, Use the resulting areas In the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used In calculations below. Roofs over Attics Other Roofs Walls Glazing Area 1: OG= 2: 00= 3: VG= Note: g OG = overhead glazing Opaque Area 4: 5: 6: VG = vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13 -1) Glazing Area IxI • - %I -1 100 1 = Target OG Area in Roofs over Attics Target OG Area In Other Roofs 1 ' Max OG Remaining 2 ' Target VG Area For Target 00's, circle 1 7: 1 — a lesser (circle) = 18. 1.— lesser ( circle) = 19: 1 and use the lesser • values both here and 7: 8: below. Proposed Opaque Area Proposed OG Area W Target OG Area Target Opaque Area Roofs over Attics 4: + 1: — 10: = 13: Other Roofs 5: 4,, 2: — 11: = 14: Total Target OG Area (sum #10 + #1 1) 12: Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area I Walls) 16: + 13: I — 19: I = 15: Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. Target values 9, 12,13,14 8 15 (shaded boxes) are used in the applicable Target UA calculations on the front. Target values 9 & 12 are also used in the applicable Target SHGC calculations above. • 'i ElemeL „ Butt T- U P AL S .Tu1�1r • • SKETCH OF ELEMENT Note: Make copies of this form for every building element. itittleitefiVirgi.31 kb) l noun u runarnrrrrrnumnrnan nrnnttut • gy p, p�cat,t yfl GAI. Framing Ratio (if applicable) _ t?� GEtI. Material Thickness R /In R Value R value • Inches Thickness Solid Cavity 1141IX kGri 0,tot u>ta 61119 ,1$ 02_ : . 1 /7.9 latioto 0. �z IFAtti' 11Q 16 011 I p cdt,t5•r t t:+uN • /z 1 • 1. V1 • . Summation R Values 44 • • U = 1/R d. 9(94 U Value for Element (Avg.) O. ( . • Area of Element* = it Area of Element is net area after openings such as doors, windows and skylights have been subtracted. . • Ups • • Element: C AEG# SKETCH OF ELEMENT Note: Make copies of thls form for every building elemt'nt. f 1)15i Framing Ratio (if applicable) IC Material Inches Ruin R Value R value Inches Thickness Solid Cavity 1454. 14 A 0 • f.01 IN%ut,rtioJ 34. I 1 • • . Summation R Values 14. U • • U = 1/R 0.,1271 U Value for Element (Avg.) _ Q. Gj'•7 Area of Element- " Area of Element is net area after openings such as doors, windows and skylights have been subtracted, t �^ • • '' Ele( .irt: 61 0c12 11 u, • • SKETCH OF ELEMENT Hole: Make copies of this form for.every building element. • a p 'L ►l Mt. %P. of 4 tr�' '�1 ' -uP x. 11 a.+Ctiv I ul.�fiAi • • • • Framing Ratio (if applicable) _ . • Nlateriet Thickness Ruin R Value R value • Inches Thickness Solid Cavity CQ tz COIGe (AZ. ktbire b» o•dol • • • . Summation R Values b. co, • U 1/R - 0 . 118 U Va.'ue for Element (Avg.) =0. 11 E Area of Element• t - " Area of Element Is net area after openings such as doors, windows and tkylights have been subtracted. • • • SKETCH OF ELEMENT Note: Make copies et thls form forjevery building element. � . /4,11 (vlh" "t'ft1=uP • 12. 1 Yte.i 1141 1 . • • i.zgels r • Framing Ratio ( ii applicable) • • Material Thickness 11/In R Value R value • Inches Thickness Solid Ca■itj ItJ� itF r i,t Q. to Oh" four21;1 t COV L . • .52 1 v rtttp. 1 ' . IZ Ire bu:. d • iof . • • . Summation R Values B,1Q 1 U t 1/R • D.112 U Valve for Element (Avg.) .0.112 Area of Eternent" C • " Area of Element Is net wets later openings such as doors, windows land ikytights have been subtracted. • • • ' ' ".. �.. • • ... • ENVELOPE U -VALUE WORKSHEET • 'f: qt.�.,;.,'` Y "`L�.N97/M ?rK;�.�,r- �e•Yw•: ti�..�.! >... ::;�:wJ k: n .:�r�,..��t :•;:.�::n,u s. r.. , • .. ..r•.. - • . • Element: J 4 . Viii • SKETCH OF ELEMENT • Note: Make topic's of this (otm tot every building element. ' (0 f l Ut7e 04 • • -- ) P -d'I INOUletO1 • ft; 0‘11 ep. _ . Framing Ratio (II epplicablo) •+ s % — _ . Materiel Thickness R•Volue per R'Vefue R•Volue • finches) Inch Solid • Cavity 140iCt .1g I GM __...__ _ _ _ _: :777:: .. - mil . =.:, .... " 011 DP 1 _'.7. ..�_ —. _� :::_ t.,1o1.__ — _ ._:. = Sum of RA/attics — . jn•bi ..: ...... . • Naming atio • .5 r :a1• i. L: Solid U�olue x . o) ... Fuming Ratio — Q s:; :........... U - 1IR }` . f . :: j1 • L• Frumin Ratio jr,. ` "` ' %% ' 8� vtty�ti Vafue x b) y}Q li • FtominrRotiol Y.' }5• .: .... —�f0� �•. • Sum of Adjusted U.Velues Is + b) • Ar of Element ' - teJ a lter openings such es • �� doors. windows, end skylights hove been subtracted `~ • • • ups •► Efem al_Mg13gS4U, SKETCH OF ELEMENT Note: Make copies of this form for every building element V. it u1to1 WA?-e O1 qb alp. 1347. Framing Ratio (if applicable) _ . ��j , • Material Thickness Rlln R Value R value Inches Thickness Solid Cavity 1Nr t All VW _ • lot 9 /8 " Cep. . �/� • a 6Y2- ► fit..9ruR 5 12 .11 3 _ Cc fio II Vb "gyp• • 0 4, 11.6ve. btu _ •ld • . Summation R Values . 8. q • . • U 1 /R 0.11 U Value for Element (Avg.) = b.(1 Area of Element" " Area of Element Is net area after openings such as doors,.windows and skylights have been subtracted. uPs r r 1994 Washinr l State Nonresidential Ener• Co. iom•liance Form Lighting Summary .. :.. LTG -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms April. 1994 Project Info Project Address 5s° AN17 � K -- Date I Iuofr - u KW I (.A / WAS I WI-TON) For Building Department Use 17( � Applicant Name: f / ( 7 p icE , � egZ.CH G-�- Applicant Address: ( 2 �7ce, (N -� � 12, u 1.2g7A (.1 V& , S. Applicant Phone: (206') q,�� e a ` Project Description ❑ New Building ❑ Addition ® Alteration Compliance Option C.1 Prescriptive Lighting Power Allowance E.1 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) • Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑ Less than 60 % of the fixtures are new, and installed lighting wattage is not being Increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor /room no.) Occupancy Description Watts per ft Area in ft Allowed x Area OFF(c MEM= 'c2D.°14 1 41• ( i omprogram � V „l' M11ILA04 immirmirm A '3 ¶ ,r 0 • " From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts 7 ,.41A 71� Pro • used Li, hting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed 11.11111111MMIIINFZIWINSIIIIP1111111111G MINN c , isimarai mom 11.110.11111110 1 I r - �' urn , r 111 111 O ME= - • 4.t ,. • • MIN T -TCH e utYrorAl. Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2710wfra Maximum Allowed Lighting Wattage (Exterior) N/A Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x If) Covered Parking 0.2 W /ft' Open Parking 0.2 Wlft Outdoor Areas 0.2 W /ft' Bldg. (by facade) 0.25 W/ft Bldg. (by perim) 7.5 W/If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Pro . osed Li; htin; Watta; a (Exterior) (May not exceed Total Allowed Watts for Exterior) N A Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 1994 Washin' ` »n State Nonresidential Ener• Car'' Com•liance Form Lighting Summa . . a ack) LTG -SUM • 1994 Washington State Nonresidential Energy Code Compliance Forms April, 1994 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers . Other Qualification Checklist Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: y Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and the space Is not limited by Code. Clearly indicate these spaces on plans. If not 2. Lamps are T -5, 7-6, T -8 or PL, and 3. Lamps are 5-50 Watts, and qualified, do LPA Calculations. 4. Ballasts are electronic ballasts Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting LPA LPA ' Use' (WIft Use' M►Ift Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet/conference /exhibition hall" 2 Assembly spaces ° , auditoriums, gymnasia', theaters 1 , Laboratories 2 Process plants 1 Aircraft repair hangars 1,5 Restaurants /bars 1 Cafeterias, fast food establishments' 1.5 Retail A' 1 Factories, workshops, handling areas 1.5 Retail B Retail banking • Gas stations, auto repair shops 1.5 Locker and/or shower facilities - 44 - Institutions 1.5 Warehouses ", storage areas Libraries 1,5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages s" °i"°^ 172 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' _t_ Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) n.8 Laundries 1.3 Toilet facilities and washrooms I 0.8 Office buildings, office/administrative areas in facilities of 1111 other use types (Including but not limited to schools, hospitals, institutions, museums, banks, churches) Footnotes for Table 15 -1 I. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building ollicial. This determination shall be based upon the most comparable use specified in the table. See Section 1512 t'ar exempt areas. ' 2. The watts per square loot may be increased. by two percent per toot oreciting height above twenty feet. unless specifically directed otherwise by subsequent footnotes. 3. Watts per square toot 01' room may be increased by two percent per foot of ceiling height above twelve. feet. 4. For all other spaces. such as seating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot ol'ceiting height above nine feet. 6. Includes pump area under canopy. 7. In eases in which a lighting plan is submitted for only a portion ol'a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable onicc floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas. as herein defined do not include mall concourses. 8. For the tire engine room. the Unit Lighting Power Allowance is 1.0 watts per square toot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 111. For both Retail A and Retail 13, light for free-standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square toot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminarics arc exempt. , Retail 13 allows a Unit Lighting Power Allowance of 1.5 watts per square foot. including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan. indicating rack location and height, is submitted, the square footage l'or a warehouse may be defined, l'or computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) ot'the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. T LIGHTING SUMMARY PROPOSED LIGHTING WATTAGE: INTERIOR (CONTINUED) LOCATION FIXTURE NO. OF WATTS/ WATTS FLOOR/ROOM NO. DESCRIPTION FIXTURES FIXTURES PROPOSED 1ST (CONTD.)/ HALL 2' X 4' (2 TUBE 6 60 watts 360 FLUORESCENT) RECESSED FLUORESCENT 1 30 watts 30 CAN / 18A . NONE ...,. 3 2ND FLOOR/ 21A 2' X 4' (2 '!u13E 2 60 watts 120 FLUORESCENT) 22A 2' X 4' (2 TUBE 4 60 watts 240 ," FLUORESCENT) 23A 2' X 4' (3 1 iuI3E 2 90 watts 180 FLUORESCENT) T -8 24A 2' X 4' (3 TUBE 6 90 watts 540 FLUORESCENT) T-8 25A RECESSED FLUORESCENT 1 30 watts 30 CAN HALL 2' X 4' (2 TUBE 2 30 watts 120 `w FLUORESCENT SUBTOTAL: 1620 watts TOTAL: 2790 watts 1. FA X E 11WILA, y; c ci _Z6-6 • , Q `l CZt� of l' u 6Nd�d� John W Rants, Mayor N`•. 44po.:' Department of Community Development Rick Beeler, Director 11 ' 1908 September 22, 1995 Mr. David Kehle, Architect 12878 Interurban Avenue South Seattle, Washington 98168 Re: U.P.S. Tenant improvement, building permit # B95 -0031 Dear Mr. Kehle: This letter is to respond to your letter of September 15th, in which you requested an approval of an alternate method of design in lieu of the required tail pipe extention/exhaust extraction system that is required by UBC, 1991 Edition, Sec. 905 (c). A review of your letter, review of the specific code requirements, and discussions with personnel on the job site, I have found that the following is indicated: 1. I have received information which confirms that the capacity of the existing exhaust fan is adequate to provide for the mechanical ventilation required in Sec. 905 (c). 2. Site inspections show that engine diagnostic equipment exists in the repair space and that one would have to conclude that the engines must be operated in order to use the diagnostic equipment. Since the vehicles are brought in to be serviced and /or repaired, it would seem that this equipment is used every time a vehicle is brought to this repair garage. 3. Sec. 905 (c) has prescriptive mechanical ventilation requirements for an Group H, Division 4 occupancy. In addition it states separate requirements for exhaust pipe extention ducts. One is for the general ventilation of the space, and one is for source specific ventilation when it is necessary to operate the vehicles in the repair areas for testing purposes. It is not clear that substantially increasing the capacity of one system can accommodate the requirements of another. I believe that this can only be demonstrated by testing which is beyond the sophistication of this office. Without confirmation of equivalency this alternate design method cannot be approved. 4. In regards to the previous (1986) approved occupancy w/o exhaust pipe extentions, the following is offered: UBC Sec. 303 (c) : " The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 . .:' l / / David Kehle U.P.S., Permit #. B95 -0031 September 22, 1995 Page 2 cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." If the permit holder has specific documentation whereby the building official, in 1986, knowingly waived the requirements for the required ventilation, or if you have other information that we are not aware of, let us know and we can reconsider the final inspection correction notice. If you have any questions, or wish to discuss this issue further please feel free to call me. Sincerel , Robert Ben lcto, Plans Examiner cc: Dave Larson Mike Wheeler .., y..YY;7t;K ,.Yic. it y'a..c,.evresar t ...., ...: vs... .r. , 'u a .., .r i..Yt awwv...u..w......... ... .... ...... r ww: rrn, nc.. swve�w ar«......... ,. ...n.......w,ti..•...."..w...... w........ -. .. .. ... _.. ... V. ;I c, L dav kehle : a r c h i t e c t rt September 15, 1995 City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 ATTN: Mr. Robert Benedicto RE: UPS - Shops Permit #B95 -0031 Dear Bob, In a final inspection by Mr. Dave Larson on 9/14/95, he noted that exhaust pipe extensions are required per UBC 905 (c) (see attached inspection record). Referencing 2 letters I wrote you (May 2, 1995 and June 7, 1995) I have received confirmation that the existing exhaust fan is capable of exhausting up to 24,900 cfm which exceeds the required 2400 cfm required (see attached letter from Parsley Engineering). As stated in my letter of June 7, I still do not believe that they run the engines while in the shop except to move them in or out. In light of the exhaust fan capacity being in excess of the code required by over 20,000 cfm, and that they do not run the engines for extended periods of time, I am requesting a code alternative method and materials (Sec. 105), for this over sized exhaust fan in lieu of exhaust pipe extensions. Also, remember that this room was previously approved for occupancy in 1986 as an H4 w/o exhaust pipe extensions. Please advise ASAP. Sincer- David Kehie DK /ck Enclosure: 2 letters cc: John Bargero Brian Merisko RECEIVED Mike Wheeler SEP 1 8 1995 (206)433 -8997 0 12878 INTERURBAN AVENUE SOUTH 0 SEATTLE, WASHINCCYO MIatlfieTy DEVELOPMENT • i • •.,. C, • /(cr) INSPECTION RECORD ��'�� Retain a copy with permi 103 ) • s t 1 . , , - 7` 'r•. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro Ldk [Type of Inspection: Addr ess: ,5SC /n `� LI Ksw ek. �v Date Called: -t 1 'V cV)31 tc ►° -M • Special Instructions Date Wanted � , � equester. -. .�'� -R Ys s6 s lV1 I ' -O i r kl A . 4 Aita Ph3ne NO:C C _ I �1 c 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: _29 tea/ <L 6.C.. e.4 r/ 4-7 p K e SA- p, 5/ <I • . 4 $ 300 C I'nspecta: f l �tQ - Zee-c(-9/-7 Date: f.7/9_96.- I D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Rece(No,: I !?ate: • 09/13/1995 13 :55 206 - 822 -1909 PARSLEY PAGE 01 IBECE V PARSLEY ENGINEERING, INC. SEP 1 • P dfssbrul Ma1cA1 ElftiINapdsg , COMMUNITY • D EVELOPMENT 4620 -- 232nd AVENUE NE Pion: (206) 836.2926 REdMomd, WA 98053 FAX: (206) 836.2806 FAX TRANSMISSION COVER SHEET • . 1 • DATE: 7/13 f 9 5 PAGES (INC. THIS SHEE'1): TO: iSo6• teemed wit, 'Dave COMPANY: I oT Twtw,4 FAX #: 4 31 - ?66 FROM: �Qno Nart - g PROJECT: UPS / mm ku3i la SUBJECT: 13 COMMENTS: 1 i4 . •S•!' lad Aar/ "Co id viaAlar • r J O / .. • • • . ... .. ........... .:............... .:...�........., =....w.,,..M, »,:, .... ... ....._........._...,,.„,.,,v: aar±aza «;nun.- •....•:,cvm�w...,.•.� . >.H wn. a. •... �« a.,.-.,.««.«..... w....,.. ....,...,,....,..,.,,. ».,_...._ .... .: .. _...._......�..:......_........ _... �......`............. 09/13/1995 13:55 206 - 822 PARSLEY PAGE 02 4620 232 Nd AVE. NE PARSLEY ENGINEERING INC. (206) 8362926 REdMoNd, WA 98053 FAX (206) 836-2806 PROFESSIONAL MECI1ANICAl SERVICES September 13, 1995 SGA 6414 - 204th St. S.W. #200 Lynnwood, WA 98036 Attn.: Mr. Brian Merisko / Mike Wheeler Subject: Attic Ventilator - UPS / 550 Andover Park West, Tukwila, WA Amount of air delivery for an attic Ventilator with 48" fan blade and 1 -1/2 hp motor at 0" static pressure is 22,700 cfm to 24,900 cfm @ 1725 motor rpm. If you have any questions, please feel free to call. Sincerely, L iz-0;1 Ceit-acti DanOVta Marith , P5 � Mechanical Engineer c : \Opei\pei_busi\corres \ups sga.doc PROFESSIONAL MECI1ANICAI ENGINEERING • CONSTRUCTION • SERVICE • TROUbLESIi00TiNG • COMMiSSiONING • ENERGY MANAGEMENT 1 0 david kehle 'irafiltea June 7, 1995 City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 ATTN: Mr. Bob Benedict° RE: UPS - Shop Permit #B95-0031 Dear Bob, In response to your letter dated May 26, 1995, discussing the existing shop and its expansion, the following responds to your concerns: 1. Exiting: While the existing shop area has only 1 exit and was previously approved, we are adding another exit door from the space. This will provide the 1/2 diagonal distance between exit doors serving this space; 2. Ventilation: The existing shop does have exhausting capability. The code requires a minimum of 1 cu. ft. per minute per square foot of floor area. To my knowledge, they do not do actual engine repair which would require exhaust duct extension piping (running of vehicles for testing in place). The existing area is 1580 sf which would require 1580 CFM exhaust, and the new area of 820 sf would require 820 CFM. An additional fan will be provided if the existing fan is not capable of providing 2400 CFM of exhaust. Enclosed are two copies of Sheet TA-2C showing or noting both items. Sifc-rely, .11 David Kehle RECEIVED CITY OF TUKWILA DK/ck JUN 0 8 1995 Enclosure: TA-2C (2 sheets) PERMIT CENTER cc: John Barger° w/encl. SGA w/encl. (206)433-8997 o 12878 INTERURBAN AVENUE SOUTH 0 SEATTLE, WASHINGTON 98168 • CITY OF TUKWILA. 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISI•N SUB ITT* * * DATE ca-l-qv PROJECT NAME ADDRESS W) 1/2—. F1034. 1331* CONTACT PERSON "VIP it ie PHONE 4-'q ARCHITECT OR ENGINEER POLO il PLAN CHECK/PERMIT NUMBER ' ffi r 2i9031 TYPE OF REVISION: " Nit 1xY2- - Weft 60 tObt* Chaeohoo A52 okoiete, SHEET NUMBER(S) (0 4'' "Cloud" or highlight all areas of revisions and date revisions. e e O SUBMITTED TO: P4 W' V let) • RECEIVED CITY OF TUKWILA JUN 08 1995 PERMIT CENTER ti May 26, 1995 Mr. David Kehle, Architect 12878 Interurban Avenue South Seattle, Washington, 98168 Re: Tenant improvements for U.P.S. Permit # B95 -0031 Dear Mr. Kehle: I have received your amended plan for the shop area addition, and the copy of the previously approved building permit. Further insvestigation into the requirments of the 1985 UBC and the 1991 UBC for the existing H -4 occupancy indicates that certain code requirements may not have been met initially and remain outstanding for the proposed addition to this shop space. We would not ordinarily require upgrading of an existing nonconforming situation, however, in this case the proposal involves increasing floor area of the nonconforming shop by more than 50 %. The following is an outline of the issues at hand: 1. 1985 UBC 1991 UBC Sec. 3320, Every portion of a Group Sec. 3319, same requirements H Occupancy having a floor area of with an exception as follows: 200 square feet or more shall be served Group H, Division 4 Occupancies by at least two separate exits, having a floor area of less than 1000 square feet may have one exit. Based upon the information on the plan submitted, the H-4 occupancy was and is required to be served by two exits that conform to all requirments of UBC Chapter 33. Prior to final inspection approval of this expansion to the Shop area, it will (at least) be necessary to provide for this required exiting. 2. Ventilation requirements in an H -4 occupancy has been consistant from the 1985 code to the 1991 code. No indication as to how this is or will be accomplished for the new addition. Please refer to either code and indicate the provisions to be implemented. Please review the two issues and provide two copies of the revised construction documents that develop. If you have any questions, or if you wish to discuss these issues in more detail, please call me. Sincerely, Tukwila Building Division Robert Benedicto, CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * REVISIoN SUB:.,,i1TTAL * DATE PROJECT NAME L P S • ADDRESS .6D 14?) (:)"1) Pie_ 1,A) CONTACT PERSON kdi PHONE if-3 - 8 7 ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER F.2)95 — 003 1 TYPE OF REVISION: SL Lorre-r__ 20 so 7 ?`' A53 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 1 2 ?)0 AA....“1 RECEIVED CITY OF TUKWILA MAY 0 4 1995 PERMIT CENTER . cwu. v�W; i k. w:':.§• il: ::sLA?tiii!t4.�AGAV4.4izax T'' 9J21iRSB P4Nf6.W-0 0a uax TllmsoNlbWGMfWZMWR:4'PPITR .' ...} ✓. L S davi kehie architect,` May 2, 1995 City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 ATTN: Mr. Robert Benedicto RE: UPS - Offices B95 -0031 Dear Bob, In reference to your letter of April 14, 1995, UPS has found documentation (see attached) that this area was actually approved as an H4 in 1986 (control #86 -094) with final approved 9/30/86 (permit #4292). The UBC in effect at that time would have been the 1985 version which classified an H4 the same as the 1991 UBC. The separation from B2 uses in 1985 code was a one occupancy separation with one hour opening protection. This is still the case. Therefore, the new shop expansion needs to be 1 hour separations with the new roll -up door being 1 hour rated. Attached are three revised copies of the appropriate sheet. Please modify the permit accordingly. Since - , k 01 David Kehie DK /ck Enclosure: Sheet l'A•2C, Old documentation cc: John Bargero RECEIVED CITY OF TUKWILA MAY El 4.1995 PERMIT CENTER (206)433 -8997 ❑ 12878 INTERURBAN AVENUE SOUTH 0 SEATTLE, WASHINGTON 98168 F , . • — CITY OF TUKWILA. 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * REVISION SUBLATTAL * * DATE 4. An PROJECT NAME 111,r1 Ptth (i ..rth vi ce ADDRESS SO /4 d'o Pvuk I- CONTACTPERSON 64.17/. 01, h (i PHONE 43 -g 7 ARCHITECT OR ENGINEER 64,1// CL /0 h 1e &' -f? C PLAN CHECK/PERMIT NUMBER Bel's 1)031 TYPE OF REVISION: vv)Atrn. P-e4 ourruA. SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 8,4)6 &tat RECEIVED CITY OF TUKWILA APR 2 0 1995 PERMIT CENTER April 14, 1995 Mr. David Kehle, Architect 12878 Interurban Avenue South Seattle, Washington 98168 Re: UPS tenant improvements, Permit # B95 -0031 Dear Mr. Kehle: During a drywall inspection by Tukwila building inspector, it became apparent that the addition to an existing shop (proposed & approved) under this permit is in fact a automobile service and repair shop within a Group B, Division 2 warehouse building. Conventional application of the building code to existing buildings dictates that the use of the existing shop cannot continue and a final approval cannot be issued on this permit until one of the following conditions are met. 1. Provide documentation to show that this use was established and approved under a previous building permit. 2. Amend the scope of work under this permit to include appropriate additions required of a Group B, Division 1 occupancy (automobile service & repair garage) and resubmit for approval. 3. Provide a letter from the tenant stating that the current use of the shop will cease and all equipment for this purpose will be removed. Please advise us to the method of resolution you would proposed to abate this situation, If you have any questions, please feel free to call. Sincerely, Tukwila Building Division Robert Benedicto, Plans Examiner cc: Roffe and Associates Tukwila Fire Department U.P.S. ,. Mv. y.'.aa♦aa a...c ✓..✓c.♦.rr+..+.w .......u,Y�ax ..... as .z..... ♦a....«........ ... ...... ..•_ . . ... .. ... • / • CITY OP TUKWILA RECEIVED 6200 SOUTHCENTER BOULEVARD CITY OF TUKWItA TURWILA, WA 98188 MAR 3 0 1995 (206) 433 -1851 • PERMIT CENTER * *REVISION SUBMITTAL ** DATE • 30 .1 • PROJECT NAME IA,{' 1,L -k(L Pxru I OV V ! IL ADDRESS . D kiciflo r L1 t Uv `eS 1 • CONTACT PERSON 6 & V / d . t / 1 II PHONE 4.3 -- 7, 0 47 . ARCHITECT OR ENGINEER PERMIT NUMBER &1(' 001 (If previously issued) PLAN CHECK NUMBER TYPE OF REVISION: PQ V14-4 6 P--0i nilite `r Ch M Op crli )+& 1 i / ft ,S -t 0, /7/L- • f 4 i . .0a u,Cur �- � V c4 14. aC;ZOLC . • SHEET NU2lER(S) 771- ; It - C /0 3 . "Cloud" or highlight all area of revisions and date revisions. evil) I , i SUBMI TO: 8 (k & u cLi - o . • S r a. 7 x r . n t y , G V - ."; ';t -1-7,'^y1piNk ;* w c5n 0p v,', L ii 1'I 1:, ' y5 10. uG HUUbUN HNIJ HbbUI. to . 1 + '' RICHA1 HUDSON. & ASSOCIATES, I 1�'C. Rick-Hudson, RE. Lip' CONSULTING ENGINEERS Chuck Morris, P.E. oa 1605 12TH AVENUE • SUITE 18 '; SEATTLE, WASHINGTON 98122 4 206- 324-6160 FAX 324 -6248 t1 - -- ; - —.._ N ... - — - March 15 , 1995 7671 Dam g I i � pa ges .41.. , 4 . 4 Frost -K Fax Note From c.. d5 y � ; � Mr. Bob Benedicto TO �b ie�ed° LC City of Tukwilla co to • 0e• t• f- FAX NO. 431 -3665 - pnonee32a�CoIGO) t imusallialli Fax a � ( 4 , cp$B Re: UPS Mezzanine Addition Dear Bob, 1 Dave Kehle Architect passed on to me your request for the 'specification of the expansion bolt. We will specify the, ITW Ramset /Red Head Stud Anchor in accordance with ICBO Report No. t! 1372, a portion of which accompanies this note. Special Inspection is not required in this application. Si erely, AJ A.A.0/(gcl,/ . 1 R ck Hudson, P.E.' t ' cc: David Kehle i i • 1 Q ., ;•-.. RECEI ' 4 i_ Ps MAR 1 51995 co . • EVE Y . a.' DEVELOPMENT f`, ' ! V / . LKPIAEt3 ' , CITY OF TUKWILA I APPROVED MAR 1 5 1995 AS N01 E BUILDING DIVI ION MAR 15 '95 10:42 HUDSON AND ASSOC P.2 ir e N ICBO Evaluation Service, Inc. Y A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Report No. 1372 Copyright Q 199: ICBO Evaluation Service, Inc. June, 1992 Filing Category: FASTENERS — Concrete and Masonry Anchors (066) ITW RAMSET/RED HEAD SELF- DRILLING. NON- DRILL, STUD, C. ITW RamsetlHed Had Stud Anchors: The ITW RamseVRed Head DYNABOLT SLEEVE, TRUBOLT WEDGE, MULTI -SET ii CONCRETE stud anchor is a non - drilling anchor which provides a protruding external - ANCHORS AND STEEL DECK INSERTS ly threaded stud when installed and is formed from steel meeting the mini - ITW RAMSET/RED HEAD mum requirements of AISI C -1213. The anchor body has an axial hole, ex- 1300 NORTH MICHAEL DRIVE sal slots and series of annual broaching rings in the expansion end of the WOOD DALE, ILLINOIS 60191 anchor. A flanged, conical expansion plug of steel meeting the minimum I. Subject: ITW Ramset/Red Head Self - Drilling, Non -Drill, Stud, Dyna- requirements of AISI C -1010, is preassembled into the body. bolt Sleeve, Trubolt Wedge, Multi -Set II Concrete Anchors and Steel Deck The anchors are installed in drilled holes having a diameter the same as Inserts. the anchor and are set as described above the self - drilling anchor. The al- lowable shear and tension values are as set forth In Table No, III. II. Description: A. ITW RamselRed Head Self - Drilling Anchor. The D. ITW Ramset/Red Head Dynabolt Sleeve Anchor. The Dynabolt 11 W Ramset/Red Head anchor is a self - drilling concrete expansion shell sleeve anchors are designed to be installed in a predrilled hole equal to the anchor with a single cone expander, both made from heat-treated steel. anchor diameter and are expanded by tightening the hex nut or head -style The steel for the body conforms to the minimum requirements of AISI nut with a wrench or screwdriver. The external shell or expansion sleeves Specification C-12L14 and the steel for the plug conforms to the minimum are stamped and formed from commercial quality carbon steel or stainless requirements of AISI Specification C -1010. The anchor has eight sharp steel meeting the minimum requirements of AISI C -1010 or Type 304, re- teeth at one end and is threaded internally at the other end. The outer sur- spectively, in No. 22 and No. 16 gauges. The threaded expansion pins with face of the tubular shell at the toothed end has annular broaching grooves integral conical expanders are formed from carbon steel or stainless steel and four milled slits. At its threaded end, the anchor Is provided with art meeting the minimum requirements of AISI C -1010 or Type 304, respec- unthreaded chucking cone which has an annular break -off groove at Its Lively. Holes are drilled into the concrete or masonry at the required loca- base for breaking off the cone for flush mounting. Anchor shell and expan- tions of the same diameter as the nominal anchor diameter, The anchors der cone are electrodeposit zinc and chromate plated. are placed in the hole and the nut is turned until the minimum installation The anchors are installed either by a Model 747 Roto -Stop Hammer, by torque as indicated in Table No. IV Is reached. Allowable shear and tension air or electric impact hammer, or by hand. The anchor is used as a drill in values are as set forth in Table No. IV, forming the hole in the concrete. Atter the hole is formed, the anchor is E, ITW Ramset/Red Head Trubolt Wedge Anchor: The Trubolt wedge removed and the hole thoroughly cleaned. The depth of the hole is regu- anchors consist of a stud bolt type of drop -in anchor designed for use in lated by the drill chuck, A Red Head plug is set into the bottom of the an- stone and lightweight aggregate concrete of various strengths. The an- chor prior to insertion in the hole. The concrete anchor is then driven over chars are cold formed or machined from either zinc-plated and chromate - the plug, causing an expansion of the anchor In the hole. The chucking end dipped carbon steel, hot - dipped galvanized carbon steel or stainless steel. of the anchor is broken off with a hammer blow. These anchors meet the minimum requirements of AISI C -1015 to AISI Verification that the anchor has been installed properly is evidenced by C -1022 and AISI C -1213 carbon steels, or Type 302HQ, Type 303 or Type the fact that the anchor does not project above the surface of the concrete 316 stainless steels. The expander sleeves are fabricated from carbon or and that the red plug is visible at the bottom of the hole. stainless steel meeting the minimum requirements of AISI C -1010 orType The allowable shear and tension values are as set forth In Table No, I, 302, respectively. The anchor stud is threaded at its upper end and has a straight cylindrical section reduced in diameter around which the expan- BMW Ramset/Red Head Non -Drill Anchor The non -drill anchor is de- der sleeve is formed. A straight - tapered section enlarging to a cylindrical signed to be installed in concrete in a predrilled hole, The shell Is formed base acts to increase the diameter of the expander ring as the stud is tight - from steel meeting the minimum requirements of AISI C -12L14 and is ened In the concrete hole. The expander ring, which is formed around the provided with internal threads at one end and a plain hole at the expansion stud bolt, consists of a split ring element with a "coined" groove at each end which is divided Into four equal segments by radial slots milled axially end. The expander ring Is designed to engage the walls of the concrete along the length of the shell. A series of annular broaching rings are cut hole as the tapered portion of the stud is forced upward against its interior. into the expansion end of the anchor. The anchors are set over a hardened Cold - formed anchor studs are available only for the 1 /4 -, / 1 / 2 -, 5 /e- and steel conical- shaped expander plug by driving the anchor flush with the 3 / 4 - inch - diameter wedge anchors. surface of the concrete, The heat - treated plug is of steel meeting the mini- The anchors are installed in the field by drilling a hole in the concrete, mum requirements of AISI C -1010. the same nominal size as the anchor size. to a depth greaterthan the length The anchors are installed in drilled holes having a diameter and length of embedment desired, but no less than the minimum embedment. It is the same as the anchor. After the hole is formed, all concrete cuttings are not necessary to clean out the hole prior to the installation of the anchor, removed and the anchor is set In a manner identical to the self - drilling an- provided the hole is sufficiently deeper than the desired embedment. The char, The allowable shear and tension values are as set forth in Table No. II. anchor is then tapped into the hole to the embedment depth desired, but Evaluation reports q/ICBO Evaluation Service, Inc., are issued solely to provide in formation eo Class A numbers of ICBO. utilizing the code upon which the report Is based. Evaluation reports an not to be construed as represenan:aesthetics or any other =aunt not specifically addressed nor as an endorsement orreconsaten• darion for we qf the subject report. This ripen is based upon independent tests or other technical data subndtted by the applicant. The ICBO Evaluation Service, lee., technical staff has reviewed the sea results and/or other data, but does not posseu tessfacilides to crake an independent rerf /kadon. There is no warritnty by !CEO Evaluation Service, inc., express or implied, as to any"1 lading" or other wwnerin she reponores to any product covered by the report. This disclaimer includes, but is not Ilmitedto, arerchantabiliq. Page 1 of 8 ........_....,.;.......,..:.. ..... x.,r anu w ..: ._w- ..nM.,,.w,N.,,.:.o...cW:.v: u ....... MAR 15 '95 10:43 HUDSON AND ASSOC P.3 • • • Page 2 of 8 Report No.1372 no less than the minimum embedment. A standard hexagonal nut and concrete cover over the flutes. The allowable shear and tension loads are washer are used overthe material being fastened and the nut tightened urn as set forth In Table No. VII. tit the minimum installation torque as indicated in Table No. V is reached, H. Identification: The concrete anchors are identified by their dimen- The allowable shear and tension values are as set forth in Table No. V. sional characteristic and the anchor size stamped on the anchor. The coni- F ITW Ramset/Red Head Multi -Set II Anchor. The multi-set anchors cal shaped expander plugs are colored red. See Figure No. 2 for additional are designed to be installed in a predriiled hole equal to the anchor diame- details. ter, The anchor consists of a shell formed from carbon steel or stainless III. Evidence Submitted: Product brochures, calculations, results of steel meeting the minimum requirements of AISI C-1213 or Type 303, shear and tension tests. respectively, and an expansion plug formed from carbon steel or stainless steel meeting the minimum requirements of AISI C -1010 or Type 303, Findings respectively. The expansion end is divided into four equal segments by radial slots. The expander plug is preassembled and Is cylindrical in cross IV. Findings: That the ITW Ramset/Red Head fasteners described in section, this report are alternate types of anchors to thou specified mute 1981 The anchors are installed in predrilled holes with the depth and diameter Uniform Building Code, subject to the following conditions: • for each anchor size listed in Table No. VI. After the hole is drilled, it must 1. The allowable shear and tension values do not exceed those Set be cleared of all cuttings. The anchor Is set by installing the expansion shell forth in Tables Hoc. I through VII, and then driving the cone expander with a setting tool. A special setting z. The minimum spacing, edge and end distances conform to re- tool is provided with each anchor size. When the cone expander is driven quirements set forth in the tables. down Into the anchor, the legs of the shell expand. The allowable shear and 3. Allowable loads for anchors subjected to combined shear and • tension loads are as set forth in Table No. Vi. tension forces are determined by the ratio of the actual shear to G. 1TW Ramset/Red Head Steel Deck insert: The steel deck Insert is de- the allowable shear pius the ratio of the actual tension to the al- signed to be placed in steel decking, before concrete is poured, where a towable tension not exceeding 1.00. hanging fastener Is desired. The anchor assembly consists of two major 4. Anchors are not subject to vibratory or shock loads such as sup- , Darts, a headed stud and a coupling, both of cold - roiled steel meeting the ports for reciprocating engines or crane rails unless edequacy minimum requirements of AISI C- 1010.1018. The coupling is assembled Is determined by tests with results approved by the Focal building to the stud and is internally threaded to receive a threaded rod. A spring alricfal• clip assembly locks the steel deck insert in place, 5. The allowable values indicated in the tables are maximum val- The anchors are installed in a hole drilled through the steel deck and are ues and they are not to be Increased for wind or seismic loads. placed before concrete is poured. The hole must be drilled in the center 6• Expansion anchors (other than self- drilling type) :ball be ia- of the flute or rib. Spacing of the anchors along the rib or flute shall be a stalled In holes predrilled with a carbide - tipped masonry drill minimum of,19 Inches on center. The insert is pushed through the hole manufactured within the range of the maximum and minimum . such that the spring clip expands on the underside of the deck and locks drill tip dimension al ANSI Standard 8- 94.12 -1977 for the allow - the insert firmly in pl ace. The deck must be a minimum No.22 gauge, steel able values set forth in this report. deck institute type W deck with 1 flutes and minimum 3-inch This report Is subject to re- examination in one year. • • i MAR 15 '95 10:44 HUDSON AND ASSOC P.4 , Page 4 of 8 Report No.1372 TABLE NO.1HTW RAMSET/RED HEAD NON-DRILL ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (Pounds) 3 1 11143144 WY 2/1411644144414 e�eiers 'e — are r, . sow y r 0 +4501 st 1 15455/15 n+smoa Ilmalrn/ Ie+a 'Mr 1 51103 M wr ••.� 545601 Ma warm tummy ' ) 4urd s t 45055? s.. 051. U Ir1 m S4.1444 1 Si, M! y. 1444.1 U. wa• palm') nram 1901 A307 ANY * 311 * 3(1 , Ai+H ANT: M+0 I A307 A441) A307 4449 A307 *249 *307 A449 A307 A449 14 ' 7 04 114 010 ( ntm : 1115 301 I HIS I 74 I s4$ 1655 815 335 4115 1125 030 733 315 365 485 6 I tvu falls 1475 1175 435 615 law I 11.15 , 1170 (17a 405 SNE 1091 1130 Ago ' 1060 545 545 1060/375 44 1 '('Is 21 12+0 1240 320 1C0 17011 I 17147 T 1405 (403 700 71.5) 11)10 1010 1810 1510 505 505 1 3145 X. i 3717: I 25515 1735 1755 015 HIS , 57-7.30 1 2025 2025 I 11118 11)16 21101 3/475 240.5 2401 1200 13110 8030 327E % 1 1 3114 , nsoa " 2sos Imo 1,z0 1 arms i r1-n 26175 5978 14;)11 Ialal .13..13.4/1 M7oo - 3575 3575 1 115!0 1700 4365 .5015 , 'The tabulated shear anS len4ik values arc far arwhors instalkd in stone aggreitate concrete flawing the designated ultimate compressive strength at the time of Installation, Values have been tabulated for both ASTM A 307 and A 44V bolts inaalkd with the device. The tabulated values are for anchors installed a minimum of 12 diameters on center anti a minimum edge distance of si n diameters for 100 percent anchor efficiency. Spacing and edge distance may bon-diked to six - diameter spacing and thnte•diameier edge distance. provided the values arc reduced 50 percent. Linear interpolation may be used for intermedisw spacings and edge margins. 'These tension values are applicable only when the :mhrsrx •are installed with special Inspection as se: funk in Section 306 of the code. +These tension values are applicable when the anchors are installed without special inspection as stet forth in Section 306 of the code. . • TABLE NOAH-11W RAM8ET/RED HEAD STUD ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (Powi.ds)7 a STONE MUE$ATE CONCRETE re = 2000 n1 re . a00o rat re = 400e PSI MINIMUM TENSION - TENSION TENSION ANCHOR aM S , OIE�N r S1fT o WIIUNI MAR VOW = (lulls) hacks) Sp. lop? Sp. lisp.+ Sp. Insp.' Sp I p.' spI iNEi! lls/.+ 34 lib 405 205 1565 435 • : ' 465 230 615 9fi 1% 580 290 850 850 325 920 Will 1/4 1 % 830 415 1275 1 ' 1 1600 % 2% 1180 590 -- 1875 1450 _ 2205 1775 WO 4 2% 1575 840 2850 2150 [ 1075 1 / 3400 , 2765 1385 4200 • f.1GsIgIWEIGNT AGGATAA1B CONCRETE / ,saA110pel r ,a1000ps1 201103_2 — ILMCNOR OIAiIFIlR o m Slur T w alroJpn Shoat (115001+) ammo a I mo! gds in sto _ 1555 11/2 270 135 440 155 510 3 134 485 240 860 625 310 1050 1r 1% 770 385 1435 • 1020 510 1760 41 2% 1050 525 1985 1525 760 2550 Yo 2'.t 1490 745 2870 2260 1130 3900 till,: sbulated shear and lanviie values we for anchors installed in Notre or ligh,weipht aggregate Cioticle having the designated ultimate compressive s11bngth at the time of installation. Me lalwWtd values ure forum .l►lrst insulkd a atiannuln of 12 diamete7s on cvnWr anti a minimum wipe dhtalAc of sit diameters for 101) pereunt :maw Cfficicnvy. Spring and edge distance may be reduced malts-diameter spacing and t me• diameteTcdgedistancu, providedthe value (incus in erfadasion may be UMnI 1I1 iAIcIIUedi&IS spacings and edge mtuglns. These tension values am applicable only when the endues are installed with yueial inspection u:. '.11 north in Section ,19N1 or the code, +Throw l4111414n 4111 applitablu when the anchors are instilled without special inspection a...sr 1iu111 in &wit in 1 4 the 411 414, -- .. ..: :...,u,' ?1'.,.:...:T.,.,.l;s t.'k:4e1 s:rrr ....r.vw...... ......, ,...,.. ,.:..>:.r -ex^ wit: ti:: u. is. ,«, a. x....... r::..:, nw-.:.:. aro. rnw . >.rwrcn.- s.. ... »..,.r.........,....__ _. ...._,. ........... ... _.... .._......_..._ Cr • • r ■�Ir City of ��: W l� John W. Rants, Mayor I Q� r rIt / \ gt.1o, f O; w yy Department of Public Works Ross A. Eamst, P. E., Director 1908 =- March 6, 1995 Mr. David Kehle, Architect 12878 Interurban Ave S Seattle, Washington 98168 Subject: United Parcel Services, Inc. 550 Andover Park West Plan Check No. B95 -0031 METRO Sewer Use Form Dear Mr. Kehlo : Enclosed is a METRO Non - Residential Sewer Use Certification Form. Please complete the form and return to me for further processing. The completion of this form is necessary due to the addition of new plumbing fixtures in the restrooms. If you have any questions about this, please call me at the number below. Sincerely, d„„1.„ G!/ Joanna Spen er Development Engineer JJS /jjs Enclosure a/s cf: Permits PW Utilities Inspector Development File 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 ' % % 9 s CltyC,A Tukwila .. C) . FIRE DEPARTMENT 444 Andover Park East 0 Tukwila, Washington 98188 -7661 (206) 575 -4404 7905 . John W. Rants, Mayor In - Z' March 2, 1995 Fire Department Review Control #B95 -0031 (510) Re: United Parcel Services, Inc. - 550 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) 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, 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) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NEPA 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) � t% N . LA �qs Cityc. .4f Tukwila p . 0 FIRE DEPARTMENT 444 Andover Park East 2 Tukwila, Washington 98188 -7661 tr (206) 575 -4404 1909 on W. Rants, Mayor • Page number 2 . 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) 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)) 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 direction of egress. (UBC 3314(A)) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. ' 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, r _______ __________ _ ._ r ILA ' . Cit Y '�J A Tukwila y . FIRE DEPARTMENT Tukwila, 0 444 Andover Park East 8 = Washington 98188 -7661 (206) 575 -4404 . r � 0 8 . John W. Rants, Mayor Page number 3 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) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. 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 installed. (UFC 10.601) 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, The Tukwila Fire Prevention Bureau cc: T.F.D. file • ,R ' t.'k 4 1 a iir -Fy,.. : .:i-•� . , !r,• --. :w. CM'R•v r- n r ,. , .'^: : T r+ i . R ...7T,'. , { a• ni •�. t {. .. rt • z • 4NSiT.• 4. e.•. .rlf: t ..S.t... ,., 4 r. r.r. •JA • ..• ...�.. �'... ..... ,. ti,.,�bo.,..•d..t...4.. ,.. : lt�.�.i ,.. 1. �.� ?.•.�. � aP• �. •R *«r w � n •� ... « ip,• r �:•.. ; . .•,fir. �n ).i• A.•.��: .,�.r.. ..�4 •.�. S 44 -1. re:« .., ...•r,,. ' S•:`: YGka•• tcw^v u r • u m s.r wn...:.• ...w .... ............•.ta .- u.. +•++r v..•- ...... ._........... .r.: «........... ... ,. .. ... .. . .. • • • • CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, VA 90188 (206) 433 -1651 * *REVISION SUBMITTAL ** DATE ? ), ! o o f PROJECT NAME h . P c( ADDRESS y • CONTACT PERSON PHONE 4 )-) - 4 7 ARCHITECT OR ENGINEER & ( CL k . h • PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER ' U 63 I _ TYPE OF REVISION: V'-&Y 019 Y_)e (Lt._ Cf r/ ( Y1 c41 IM I I .4x d h 1A rum a!&l a CITY OF TUKWILA FEB l PERMIT CENTER. • SHEET NUMBER (S) 1� J 'Mk A .Cloud" or highligh all areas of revisions and date revisions.• SUBMITTED TO: 6019 C4) 5 0 • . orm david LO. kehle February 21, 1995 City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 RECEIVED ATTN: Mr. Robert Benedict° CITY OF TUKWILA RE: U.P.S. FEB 2 2 1995 Permit Application #B95 -0031 PERMIT CENTER Dear Bob, Thank you for your review of 2/8/95 regarding the above mentioned project. The following responses relate to your numbered items: v /1. I have created a 2 hour seperation wall between the offices and the warehouse (2 layers of 5/8" - type D wall) so that it can act as a horizontal exit, exiting into another space. I have modified the stair exit route to exit thru door 11A (now 90 min.). I believe this will satisfy that concern. v2. A 1 hour corridor is not required for corridors acting as exits for under 30 people (Section 3305(g)). To avoid the "dead end" situation, I have added a door through the 2 hour separation (90 min.) acting as an exit. v 3. The stair will be 3' -0" clear from the pilaster, moving the office wall in the hall. 4. A detail of light fixture protection was added as well as the notes a. and b. were added. 5. See structural Sheet S1 for detail ( "new opening at grid A"). 6. The canopy referred to will be an attached awning, vinyl fabric over steel frame, expansion bolted into the concrete. Notes have been added. Shop drawings could be required to be submitted to City for approval. 7. The ramp is not the appropriate term, a sidewalk with a slope of less than 1 in 20 will be installed and no railings etc. are required. It is the access for both offices with an internal route as potential access. (206)433 - 8997 ❑ 12878 INTERURBAN AVENUE SOUTH ❑ SEATTLE, WASHINGTON 98168 iC�ir i ' 14 a r. . w �Yk:'n.'�7 1 i'4ii- :SO 4 e1 , Jgtnt en.. .. .. . . :: . - 7. n.» +�...�wi;i?.`.U'iszhtA;YY�1NPa ls:b;N�A�:� +t:�Yk(L4xwvx 41' 1 rt A495* vau. rr0.1a1.• rnn+: •....+.•• ....+...c.n,.wwvw.+.,...,...... .. _-... ._. �.. ,...«,..... ....�......__........�. +....... (:) February 21,1995 RE: U.P.S. Page 2 Thank you again for your review and I believe these will answer your concerns. The drawings are revised and attached. ; -Ilt David Kehle DK /ck Enclosure: 2 sets cc: Mr. John Bargero with enclosure ?IOTA% . 11 1( %, City of Tukwila `, Oa./ ;_� 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor *t ••• ; February 8, 1995 Mr. David Kehle 12878 Interurban Avenue S. Seattle, WA 98168 Re: United Parcel Services, Inc. o0 Permit application # B95 -0031 Subject: Building Division plan review comments. Dear Mr. Kehle: The initial plan review has been completed by Tukwila Building Division. Ordinarily it would now be routed to the other departments for their respective reviews. Unfortunately, there are some issues regarding exiting requirements which must be clarified before your application will be routed to the Fire Department. The following comments are applicable: V1 The second floor occupant load (new office addition) is more than 9, therefore two exits are required to serve this floor. Although the proposed layout of the second floor provides two exits with the appropriate separation, this separation eventually converges to a single exit at door marked 16A. A review of the UBC application / interpretation manual reveals a duplicate case study. Their conclusion states that this exiting condition qualifies only as a single exit. I must agree. Therefore, please review the space plan and propose an exiting plan which eliminates this situation. l/1". Exiting from the first floor of the new office addition requires egress through a corridor system that creates some "dead end" situations as defined in UBC Chapter 33. Please review this situation in conjunction with any solution to the issue of item 1 above. Also, if a corridor system remains an element of the exiting system, include details for the required one hour construction as prescribed in Sec. 3305 (g) & (h). The stair that parallels grid line "D ", is dimensioned at 3' -0 ". Although this will meet the prescribed minimum stair width for this particular condition, the notes and drawing indicate that new furring and an existing pilaster will encroach into the required width. Please review this situation and clarify minimum width requirements to eliminate the encroachments. Phone: (206) 433-1800 • City Nall Fax. (206) 433.1833 • Mr. David Kehie B95 -0031 February 8, 1995 Page ,2 The proposal to install thermal insulation directly on top of the suspended ceiling grid is not permitted (under provisions of the energy code) unless IC rated light fixtures are to be used. Since this code was adopted, it has been determined by State Building Code interpretation that the insulation layer may be installed directly on to the suspended ceiling provided that the following conditions are met: a) Recessed lighting fixtures must be installed per NFPA 70. b) Recessed lighting fixtures are installed in accordance with NEC Section 410 -66(b) and a three inch minimum clearance between the light fixture and the insulation is provided. What does all this mean? - Specify a manufacturer and model number for a recessed IC rated light fixture to be used , OR provide a detail on plans to show how the required 3 -inch clearance will be permanently maintained and add notes a) & b) to the plans. 5. The existing office remodel calls for a new 6' -8" x 9' -0" roll -up door to be installed in a new opening cut through an existing concrete wall. Provide a narrative regarding the affect (if any) to the structural integrity of the existing wall. 6 Provide notes or construction detail to describe the proposed new 5' x 12' `canopy at grid line "A" (existing office addition). Include information on the method of attachment to the building. The plans indicate the development of an "ADA ramp. Since this is required to also meet the requirements of the State barrier free requirements, please provide additional details to describe this construction. (dimensions, handrails, guardrails etc.) Also indicate if this is the sole means of barrier free access to both office areas. • Mr. David Kehle B95 -0031 February 8, 1995 Page •3 Please review the listed comments and submit two copies of information or revised plans that are developed. If you have any questions, give me a call. • Sincerely, Tu ' a Suildin• ' ivision ' 0.401,4 t af, ez z-. Robert Bene. o, Plans Examiner v. ',',.. tee...•. .. ...v i._. >_•/ ., ,.. ,S /k ..... •:. t .. ,. .. ..rr a,... .. .... ,. ,. /..S ■ ,.. CITY OF TUKWILA C a Building Division �. 4q� • \P 6200 Southcenter Boulevard PERMIT # Tukwila, Washington 98188 It 05 (206) 433 -1845 BUILDING PERMIT 'Control # 86 -094 irk to be done Tenant Improvement • to Address 550 Andover Park West Suite # • Tenant United Parcel Service iilding Use Distribution Center Assessors Account # 262304 -9075 'operty Owner Roffe Inc. Phone # Address I 'mover 'ar n. '.0 wi a, "' Zip 98188 intractor . Phone # Address j Zip • )11 BUILDING PERMIT ONLY approved f or iss by ' t c _ Sq. Ft. Office -Storage/ R etail Other Occ. Load • Fees $ G• Warehouse sq. ft. d 1st F1 1st F17 1600 H -4 5 ' sq. ft. @ 2nd Fl. $ 2nd Fl. sq. ft. @ other $ 3rd Fl. sq. ft. @ other $ . Total Valuation of Construction $ 27,839.00 Bldg. Permit Fee Receipt # 8'fS $ 180.00 Plan Check Fee Receipt # .prio53to$ 117.00 Demolition Receipt # $ Total ' Surcharges Receipt # S $ 1.50 Other Receipt # $ Fire Protection: 11 Sprinklers ❑ Detectors Other • Receipt # • $ Zoning Type of.Construction TOTAL $ 298.50 Special Conditions ' )R SIGN PERMIT ONLY ' El Permanent ❑ Temporary [] Single Face ❑ Double Face ❑ Wall Mounted ❑ Free Standing 0 Other Building face Setbacks: Front Side_ Side Rear Square Footage of each sign face Total square footage of sign • Special Conditions • 1H :S PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS HOT COMMENCED WITHIN 180 WS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR AGANUONLU FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. • I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIs_11E4 OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DUES NOT PRESUME TU GIVE AU1HORITY TO VIOLATE R/CANC IRE PROYI �u► NY • HER OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Slgned / i � /r Da te /.— // l/4. — LICENSED CONTRACTORS DECLARATION1 I hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) __ — Date RECEIVED OWNER- BUILDER DECLARATION CITY OF ThomIL.A 1 ) 1, as owner of the property, or my employees,•with wages as their sole compensation, will do the work, and the structurp1 if A it Jdfr offered for sale. I H 1, as owner of th • oper y, am e • .« ivel .ntracting with licensed contractor's to construct the project. PERMIT CENTER o wner (signature) ,,',. •_ %G /� �. Date amp eft c1T•r aF Tux�+t� on C - /kg INSPECTI('' RECORD 1 Buildin nv� lsl 1 ,�� •• 6200 Southcenter Boulevard OiAr ,�/ Tukwila, Washington 98188 PERMIT # / /4 7 c /3? is (206) 433 -1849 -_.... _._ Date (- -,'C%' S'y. d t w Date rype of Ins ection t-.� Let. ae Wanted a.m. p.m. Y P P __ ._ �' -1 V. ' •� i l '2 e c i Project S site Address �•. � �i �� r(l�rti� � � � `� c• � �`' ect 7/ / J Zequestor Phone / Special Instructions, - 0■\ Inspection Results /Comments: ; C ( C) ..0 ),' __,/- /' 4. --1 /7 ) � � /, "'.l .. .l < i/1 (Ar, • .. . . fi e • -. / /f . l Inspector 7 ../ ,.. Date 5 -. .. e `IlTJ T> s ltti '+.r. +c 1 y i; U •4 .' : - � jt( ` li R yy ,��,, + D i�l n , : B On TUKWILA INSPECTION c ,, r , z , CORD Builuil ding Division" . ' . �,, 4 \ . 6200 Southcenter Boule d i s �� Tuk6i la, - 184 5 gton 98188 Permit i �("�c� Z `fir (206) 433 - 184 5 550 /1- -P U PS r u e) . Address Type of Inspection • REQUESTED: 61/40 a .4/1 . 1 , Date /Time Requested Date/Time of auest �,,// / Requestor /�� Z S Cade .ae/ eiha s. � ✓c a t i -e. 1 4, • es e h .,sG - s , e - 4 'a - e a•. y . - • e'- o' ��e t9/ ?-*z i-ty • 7i'e se,' / e earV yer 6hsse v`z '$ / /, /7 • v,, '7/. INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.) % N w �• /EC1r a ,,o"� /9PPRo V E 0 - �MK /14 D mc,�'z. ' 7D I Gh Anc , i ' , — /=' RE Opp R.ouat /fH N c - T bEeN siy•ut.D a 1 t 'go d • o (bpi noZ• :KsZ; // ye -. • CITY OF TUKWILA - BUILD NG DEPARTMENT Inspector cm Date - 6 86 4.' ° \ CITY OF TUK Al Ci trol No. 1 "r �w i Central Permit System Permit No. 4292 ' . ,... • , . FINAL APPROVAL FORM , • TO • ❑ Building - • ❑ Public Works ❑,Police • - . • . • ❑ •Planning ❑Fire Dept. • ❑ Parks/ Recreation • • J Project Name !,, + ,,,, r�-. { ,.., • A ddress: 5? a•`ti .,, r . , Jc Type of Per a .�.I . (� : : ,� � Tliis project is nearing completion. Pleaseinvestigate your area of responsibility' arid indicate below either your final approval or necessary corrections. ... . . If no response is received within one week, it will be assumed that the project is.of no concern to your department and a certificate of occupancy may be issued. ' •This project is NOT r. by this department; 'the . following,corrections are necessary:. • 1 ►.1(1 )0.1 :. z , ,tip,{,. t i."'C1 i , .. . ). . / , • • • ' • 4 ) . r • . ) ` ' . • • r . ) •• , r ' • ) ( ) ' ) , ) ' . ) • • ) , Authorized Signature Date. • This project is approved by this department; • • •. • :,-1,0 1_,. ." • ip .1..,..--, 1 7 e. . Authorized Signature Date ■ CPS Form 3 • • . t `• • �: CITY OF TUKWILA ii \ j BUILDING PERMIT • n INSPECTION RECORD • POST AT OR NEAR FRONT OF BUILDING ' • • PROTECT FROM WEATHER • • City,c'f Tukwila Building Division • 433 .0845 k43- (� ' • • B.P. JOB ADDRESS ' ' • • • • ' • • - Control # WORK TO BE DONE I • Date Issued • • • OWNER CONTRACTOR I • TYPE OCCUPANCY • . DATE ISSUED ' L. • • • . SPECIAL CONDITIONS " ' '• 1 • . • . .. . Inspector must•.•s1gn.a11.'spaces; pertaining to 'this job. • ' '�' TYPE • • `.DATE I NSF' • • 'NOTES • . NEHDE■ INC,. -Stups cRIPPLEs G ., II i i r : k - � - / � '! - -- - - -- - - -- - . ` . - I IC, a nar /s A ! Z QC . Tye I - both s tags S - 11 y ;i< _— I I t - p )Ic 5 I t yG Jo1fi s Stct 1 eREc1 t f" 'Xl� &� p l y ..00 4 ! f T ., I HEADE DETAIL = , - -- - _,._._--- U P,5 T.-4K �... !r,.. •. ' ; :' - � . ( , .,.;; • "+:: , Work to be done T.T. ' • • . • • Site Address 550 A-li .OW J Pk 1A). Suite # • Tenant , A, 4.— I /.4 .. .' A A.. Building Use Assessors Account # „7/, 3(9 — RO7S Property Owner 6-11—(/) CA ('p,Jd u,(.v.LP, t6a/i ic.l4) Phone # Address Zip Contractor • • • _ Phone # Address Zip N (DCUL(d) at..e vna (pa / —�33 . FOR BUILDING PERMIT ONLY • Storae / ee5 Sq. Ft. Office arenogirsej Retail Other Occ•. Load sq. ft. @ 1st Fi • $ • 1st Fl. 1(000 1f / , 55 sq. ft. @ 2nd Fl. $ 2nd Fl. r sq. ft. 0 other $ 3rd Fl. ' sq, ft. @ other $ • • Total'' Valuation of Construction $ 27 33%' Bldg. Permit Fee Receipt # S' is 000 I Plan Check . Fee Receipt # $ ke 'IP Demolition Receipt # $ 1 Total 1 Surcharges Receipt•# $ 1 . Other Receipt # $ Tire Protection: j Spt•inklers 0 Detectors Other ,Receipt # $ hype of Construction TOTAL $ • . TRACKING DEPARTMENT D IN E D AUT , - , ' ' • ... COMMENTS • • (•,, Structural In: Out: ___j � , i • ( .. ,. BUILDING ' a `• �U:, ' Int: 1 ,' Per etter I ate.: g ' l' FIRE 1 Int: r— on ng: et'ac s: , ,) 0 ,y 0 � Ex sting number of parking stalls :.PLANNING �\,�i �� 10 .uired number of parking stalls , I t : . t.Q� i Ltu • Per letter da _ Approved plan dated PUBLIC WORKS • Int: OTHER ri e .. II• (, • to be done T•1. , . Address 55 O A1' /,Offil i &_ Mi. Suite # Tenant U,tt Zd Pv a.) .4.6 w ding'Use Assessors ` Account # c2(_ 304 _ erty Owner g�� CA (4.-e I P +6 Ukel2 iJA.. • Phone # ddress (0 Zip ractor. Phone # ddress Zip (OCc,t -c CUAIANIatitj eag/ - 6233 3UILDI G PERMIT ONLY , Ft..Office Retail Other Occ. aril eel sq. ft. @ 1st Fl. $ F1 . ' /78 y sq. ft. @ 2nd Fl. $ Fl._ 1 , sq. ft. @ other $ Fl. - sq. ft. @ other $ . . Total Valuation of Construction $ 2,! ,33 y Bldg. Permit Fee Receipt # $ / O Plan Check Fee Receipt # $ Demolition Receipt # $ 31 . Surcharges Receipt # $ /•57) Other Receipt # $ • P rotection: IS Sprinklers Q Detectors Other Receipt # $ of Construction TOTAL $ .3 5 TRACKING PARTMENT DATE DATE ' COMMENTS IN OUT Structural In: Out: ] ILDING v ' Int: Per letter dated: RE ` 1 7•L Int, l :h '. n Zoning: Setbacks: E W N S r , � �� j�� Existin um er of parking stalls .ANNING . 4 . ' -r ; Required number .Qf p rk stalls ti'611‘ nt: ,.„k 4_,50.1 6liaAA/t.x) Per letter dated . Approved plan dated , IBLIC FORKS Int: 'HER • ____ Int: , �• �,� CITY OF TUKWILA Control it 4 -0gL1 • . ,, Building Division • %I 6200 Southcenter.Boutevard Valuation . 27, ?.3 � Tukwila, Washington 98188 Plan Check Fee 40 (206) 433 -1845 .• Receipt # . BUILDING PERMIT APPLICATION • • (Please Print) ' Describe work to be done 40 x 40 PAr4,leer l >ierP 4'f 13A-y Site Address 53'0 4A/oat---xi.... Be. t(} Suite # Tenant //�✓,r20 Se?r /'t- Assessors Account # 0 Z 9 O2$ Valuation of Construction n 1 ..17 g39 (=i5 Building Use /7isrr., .Type of Construction )?2 -e,,ter Occ. Group Grading: Fill cubic yards Cut cubic yards Property Owner Aci eE" {/v 41 / 41 Phone # >S Address • _ Zip Applicant 1, ,1), r RA/Irepz, J-n v' rc Phone # ' 02/- C., a-3 3 Address 4453 '7 W A. - S 2.Cf-m7-4r' Z40 Zip 9�' /OJ Architect /Engineer Phone # Address Zip ' Contractor License # • ‘ Phone # > Address Zip • I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. Applicant /Authorized Agent (signature) /1.4 atv/46 Date 34,f/1( C/ (print name) ] D A if-!‘" 1 Contact Person (please Print) Phone # (021 233 (8/85) • c taaa ‘4 6/1 .61/Lt' ..- L • ..• . • . . . . -.:.: . • 1 - . . . - . :::-..-.....-.-- ...-:-• :.... - . . c., . a' r" -,..... -.:' • . , : - ... -.... . . . . . . f , ..: ' .• :' -;.. 7......:::,.. - ' -.' :. • .....•.. : • • •:'....-• :::'.. . CO ' " •' • ' ' . " 0 . ... .. ...-.-...- • •• .. . . . .... . • ••• .. ••• . ... • • . 7 '' • -:. : • . ".".... :". ••• -: . : .:- :.• • " .... •-•:::: .: ,". , • .. : , '... .• : ''' ' ' ' • - •• -. .. . . .. .... .. . ' •••• .-: .: ...f". -:": :. : ........,... . . -•-• .. - : ; ..- :. '.•-• .....: " ..... • • . - .: ....• .. U7:C2......iri:Ig.-... . .....• • *:. •••• :."...:::::...'. • :::-....:.-. . . . ••" :::::: . ... ... .... . .. . . „ . • - • -•• ": • .".• ..". . . ! . . . .. . , . . .4. . . . . - .... -.. . ...- ..•.. • .. . -vs • F-- . • '• :: . ... ::- : - . . .. • . • . • . • . % . . . . . .. .......,. . • - .. . : v. : -:::: ...... . - .. , • •., ..... ...- . ... . - co .- ••:: • - •: - -:: •••••••• -: .,-.-. . , ,. ,. . ... .. ' " - . -•, -.::::* •.:';•-• • • • -- •••• ,•, • -.. ... , .. : ... . . •.*. •• -: •-•.. - -: :::- •:: - -- - . . o • -;.• .::. - '::. -. - - - - -- " -- . . . . . .... . ... - •• •• -: , .. • -.. • • ...-. . ..: ... • .... . • •- • • : ,. - - ••• •-•- .- -. -• : .... • . . • • . - : .• . • . . . . . - -- - . • . 1 - 7... 7,1 f � Painiingda"oagh ov;/to +herrSP Y£211e� RC-SD paprT B31Y60 nevi -gloss Patch existing built-up roof for any roof penetrations of vents (lead r PARKING ,I Painting Iareax 3 (3 tones) pn. pm£Pa (mr first wa tt- fleshings), P G SPACES MT BIIffiI..tiiGH: Remove all OMris from site and dispose of properly f moun HVA ions for exhaust fens (provide shall, treated cants) Dock Hamper and seal to be provided by tenant (NIC) - painted Emit -glass alkyd enamel Boddie. Brown- Repaint entire and reef ao n ed HVAC equipment. A31 curbs, cants shall be pressure J\PPROXIMATF. REOLIIRP�( PER PARKING SPACES Doors to be pa; A. Adaitton - r..ove emisif non -nest e.lt (z x d Y s s• moo. of �Y constructed sufficient cricketing snail be provided to prevent water signage: Snap eq ng / gyp. any remodeled space or sp ace- ac vo hill of unit Perkin treated tea wood and sufficie tall: White d y UARE PTG. 000 SQUARE FT. }.2ROUTRI?D x. ate :tae) aismmett ana /or amp any ana all wctlitt. m s s hte lettering international n blue back ymbol and ^ran a cn with sible^ = 1 TENANT /USE $O 1- requ{ 09 Armstrong eag ate (rotor as selected . n sot s �/ "} red. Sant vinyl floor? w Class{. Carlon Cor Rcofi J to etch existing and et minimum be 2 plus plus m cal cep me White engraved 1 With "van 3 without). - l j - - , G _ by tee.)- patching of existimg floor is n match existing and all to ex 3' beyoM curb in a1] directions. P[oVtde minimum 2 year water Entrance Door: s on blue background with ROFFEE R. kln iatinq t .rine remodel remove isting nen- dating d Yells m be sealed. Dover base up Yell min. S•. - ti ght guarantee. international symbol (door to existing office). - ' OFFICE 400 2.5 1.00 r reused m ed d and recon g m, earn area m .tae] stud), r e oors ditfaned if possible) modify sprinkler, power and (to d NVAC Bucher heeds and riders to be black red.er crone disk (round pattern) "dens" : In new office (white on grey). WAREHOUSE 36, 200 1 36.20 ro with mte e Armstrong Tale for landings. Smooth rubber Armstrong skirting- rtiig. TYSf1I ATIOp: s Provide and install rigid R -11 perimeter insulation in furred walls and ^WOmens^ : In new office (white on grey). remora a and/or relocate existing landscaping end dirt a extend to roof deck (full heiht) and rovide FS 25 facing where exposed required to install concrete sidewalk with elope less than 1' in Rubber base to be black robber w mm ts ati le (gt-m aaong, Flexor), above ceilings. g p UPS 20'- Modify irrigation as gained. OFFICE ana emir - w cot existing concrete panel, pre -drill corners Concrete slab smiler to be ',pent. coat or core -n-seal - apply z coats. n 2,100 2.5 5.25 41.3Q to eliminate aver -wt. Provide ana "'t"' R 19 fiberglass ll n bai Snsv3ation o all perime walls WAREHOUSE 41, 300 1 r Ceiling Dam OFD, b 1 mein to 1/2• tees and irons roes, wire facing hereaexpos ."veact to roof deck. Provl FS 25 t. / ^ C. Pew office - saw tit al. as required for sanitary sews Ce j,„,-..t. sta above (12 o - ware) w ith ck sera/?c to floor or reef above w Q connection (investigate for location). on Mr Del3ingr. Sedifr ew ^R grid as rega£red to ..ton essstiog. provide and install full trick haft mineral wool sound insulation in all C OMER & HANBY - at modify glaring - . Sdd se existing storefront soar, ticker room ana resireem walls, wnferente ro ana provide a min {ohm tf T { modify glazing and eda safety glaring adjacent to Ceiling the to , 4, edth non-directional o In iss� tie ng areas trio edged) 24^ bait on eevling at each side of all insul walls. OFFICE 1, 000 2.5 2.50 moor, to mat. existing ng x s' w etc/t second lack_ In existing . a ceiling areas WAREHOUSE 19,000 1 19.00 - at :<ieq racking will be removed by Panora. to mat. and repaf r/:e us re... m mndirimtitus• D44BS r C(� Plant{ Laminate: ma a and ngups soled ore wooed lots (paint grade o stain grade to ° V [ROVide ti imLll a• .peerete sidewalk/ ramp Yitn doom finn, expnsion - Wainscot provide and install L'. high plastic lam.. YStb chrome e match xasiang UPS offices? with hollow metan frames, (18 ge 5 [rywall wrap BRUNO'S joints at e^ Data aa:lam. Flmh walk Yitn phalt for access. trio sd , install in as long as passible to avoid vertical type fro Soilage s ea i,eSto De Nckianey, locks d latches to be Sargent r fC- Soilage D series e grade with lacer nannies (ADA approved), closer OFFICE & RETAIL 20.000 2.5 50.00 seams. Nilson Art Grey rebels. e. Provide end install pea -cast concrete cubing at R.C. stalls. exit to ne Deter or b (Sing e actionchardware on /yes, - Counters: provide end install pleat?. 2amimte tap, 4' back splash exterior storefront nor). Patch slab for any demolition smirk and repair any existing cracks or bolas in slab. Utilize epoxy fall for slam cracks m miles. and e12 axpoeed s aces - Yilaon Art_ Grey lamina TOTAL BUILDING - n o amt, ex' "e :nor, ha ins oil up door with weather g ii ° ° ° COVERAGE: 120,000 aP t'11LTfy3: stri Concrete to be 5 1/2 sae, psi concrete with 1• slump. Scoters La new offices to be plastic lenient include 24• wide metal ppin w Hood, ma l chain perated. 4',i pencil erw•r with ooh pill, 2 dremz file o btm ats ( 1.3.C- ) with cente Glass storefront door, to be relocated existing door. NEW UPS 2ND FLOOR alt, NefA.c ei efders (ple.tie 2ufnste wveree) es .re (aerir locatiee next to a 4 •QQ P[ov3ae mM install /isceuaneous steel an eM s pintas u mown _ file cabin., OFFICE: 1, 600 2.5 atructvral avid ns deiraa. Stzactural steel ta wn to AaTy! ASOOr Provide and ins exterior i mifi<ations t o existing storefront to 160.25 Grade R (see structural notes). lockers are not in contract. relocate a acti storefront dn, pxoriae n safety glazing ad)acent to to conform to AS:M 1615 -62 (si) Grade 4 m 60. Counter fn £stf,g offi4x new rKeption 1 g rith cwt outs door,znd instal] nor aluminum frame and insulated glazing where door is ReiKa - _inq steel to r ex{Ki Ion pltka9e drop ate- plastic 2a/ivate coverimg fro -face aisting). r ACTUAL SPACES PRESENTLY ON PROPERTY 16G.00 AR9 ° (See also structural notes) rror taro Provide a. install 31 lumber, backing, reinforcing, roof curbs and Toilet m be floor met T, 'redhead craved, plastic lat`ote 6t t 2n ior u s t o be /$^ c lear g lass wi th m r facing on back, with a llacears wood 1? and stti' t . eads end risers, ey 11ebv2a) vftb cut book and leper and s33de par Iatch. less steel tr n tl haf. jol� and (Y31aon Art Gr ledgers as be D.F. ed for .oryler pro 5 b to m NF /2 better, 4 x Provide a ledgers to m D. /2 m Wetter: T2I joists to m as mnufactuted 'by Truss Toilet Accessories (mounted at tD' m operating portion) to be Bobrick, Joist in accordance with aIR 200: laminated. wood members shall conform to R.ainney or approved: Provide and insi1 steel stun framing (20 ga bearing wells and SITE AREA 325, 9345F- rFA 292, Fa 2900 3 floor sheathing to be 3 treoc /locker walls, 25 ge t bearing) p 24^ unless noted otherwise psi: P Yw'od ng /4• T S G glue end Rene.. pap wed: dispenser Pith receptacle - - 1 per sink (Dearing walls for flora framing). (See s and floor plans for screw to joists, and 3/e• finish plywood underlayment (stagger joints) also Grad Bars (mid. 4 34• AFF) 3 set per H -C- toilet oral) sir f es). Studs to wnforn to ASTN A -44p, grade A, Salranized, y - glue end strew- Soap D4 peM surface momKed liquid- T per slot 33,000 psi. Utilize 1 1/2^ steel furring on concrete walls. Provide and • Toilet paper.._ surface max.. double rack w /shelf 1 per toilet each side of stud walls and extend minimum Pnisnwr PROTEITI e: seat surface minded - - - - - - - - I per .?let _ 12above n walls penetrate a If LiI,A•(IOH CoNTI Ni-101.-5 ins all a /c ling e w Provide akdiiatall d ail visguemi vapor harrteron insane f all perimeter Femint pkin d spunser - sc¢faca mantad- per waens ev ins tile where a s gene ra grid or a perimeter. ' gYP office walls nd3acent to s - honied, vMeaTed, o o spews. Fmiinine napkin disposal - zvrface mooted - - - - i pct omens r oi1K / Vecfr . 0p, (e.ULI- EI71(21NP5) L tcf - fo 4 1. 4: FLILyx-IHCt Gt InN MEL�i WI1z roG k'- I ATGOKI^IEK (F MI;C>w l il " v BUILDING AREA: I I • BRUNO'S 20,000 SF Q COMER & HANBY 20,000 SFAS P U I ROFFE 36,600 SF I' UPS 43.400 SF ��2 / a- 5 91 } - TOTAL BUILDING AREA 120,000 SF ()1 �� TOTAL BUILDING COVERAGE: 120,000 SF ' -, nifn r 6 �munmuunnl /full)1r nnu /uunnamn I 1 nib i-� N SITE COVERAGE: 36.8% J ° S NJ / 1_____24.,, J`- � 'n1 h7AMr7,& -h 2 x4 IAI it-.4 L 61, 4LI GLCr N LEGAL DESCRIPTION: FLO ON.. .E' 1-11 LIC01 pIXri-W -E r . Z OD PAR B OF CITY OF TUKWILA BLA TO SP 177 -14 -SS SD LI aH I C I./\� ' 1 UN-L rN [ 1 i� U' GOVE 2 a I `D BLA REC AP 17711230934 & DAF - POR NE 1/4 OF SE 1/4 & OF SE 1/4 OF NE 1/4 AS FOLG - BEG SW COR ,x/kLF. %I - c3 3 PROPERTY ADDRESS - 510 ANDOVER PARK w u J a o co o - 51 E N (� , )tii))+t - a,,., . - _ - , . ....,. '44. A I+uF n 14dg a Iy}}J_ ® ,+ + � '. 5x- WAIL: gam,'FP.AGK.; P Le 1 te9.76 +• ,a� � u •mw • kl it 1l1111l1iiii = I • . / 1 HEY v LLPS tloP. Awrrl9( -1 - .. �uic -nN LIPS AIR PfCOVr.K - fir \ - / 13 1 1 P,cIL -IrY - gg I 1 / C 4 / 't - 1 1 -- - _ - _ - e - _ _ - 1 qb - FILE COPY I = v. )- I'SKLINC)� £ _ Ia Uf To,ertis. s. 1 4+ N I E)C. 6(.111 -cif` mop �iWWAI - IG'TD 5 7-__. 9D,cGC S.F• �I subject tend that the Plan C heck and approval of sub ect to errors and omissions and a • ' - t1''H Y7f��( I NEW IGG ADl -► 1 EXISTINE(OFFIGE REMoDEI- plans does not authorize the violation of any (� - I ,,,,,,../ brf ICE: ' IOAoSsF. NkrC AA05 F. 1 , aFF�cEi 2'Iroh.F F�LGLA �£ \ T' _ - ado fed code or ordinance. Receipt of contractor's O - - wpm.: I WAkKNou5E k wR EiwusE : I copy of approved Plena gad G j1DP GiU4'Ty-PRtti7 fL.000<i,f. I 19. Giro 5. F 36 ✓ji` - ( g136 ® 5F. Nom✓ o HPND) I I W , ac ST r�r . K ha,l awn ' v ' � 1 r - 1- � tSU�IXJ�N�j Data 1 �1 EiEaGl fit`s- _ \ - ' ! I < + f I ° Permit No. 1 Z W OG (- Thl I , LANI9YAPIhICi _ _ - - _ _ = _ -- _ �r ' moor ah�ao I I V i \ +� I =- I "`_ _ "` , "`_ . 7,-- j� � 4= I - REVISIONS W U ! j Q I � X I - 1 ( _ = NO CHANGES SHALL BE MADEnTO a i e I _ Ix o. !�' _� I I i I a I _ •I 2 _ e APPROVAL OF TUKWILA BUILDING DIVISIO ® tC __ _ _ I ^� NOTE: REVISIONS YdILL REQUIRE A NEW PLAN SUB MITTAL THE SCOPE OF WORK WITHOUT PRIOR > a W - AND MAY INCLUDE ADDITIONAL PLAN FE ES. I NG fI ; �t T 4: I \ E .= 1 _ - - , - _ _ W o REVIEW 1 . P L: 76 2.59 J 0 . Z 3 ro i - -- - 1 _ �iF 6LDw uP or F - Q co 1 ` -$r2f\ 1 , - : I _ _ AN�J VEI= CI�K wC5 ( _ t N1 }IP NDeAPAt� CITY OF TUKWILA Z Y L stn )PW�s r t �iYM�t 1 j _ L - APPROVED u, i- 0, CD i /ma In F w ADVwHEa(5rOF _ MAR 15 1995 Z Q AS NOTED a 1 1 1 IrIN Z I SEPARATE PERMIT E 3UILDIDIG DIN!SICN I H R EQQUED FOR �i /�) { /{� C ITY OF TUKWILA t ' J � � � � / c � _ ____ -_ - -- N�K/r� CIT FETUKWILA SITE PLAN _. E x . L/ NPXAI'IN x \ I i � c : A - I . , = i -ow- o x° - FEB 2 2 1995 EX. F-K '�Lo`� UM z 1 7 •)� HPI6N2 P,CC6� 77i1��� PERMIT CENTER TA_ S! r -1 O 5 1 B. i = A hA, 2 -I r(0 to o Copt Wcra VIA, If01,IcV MIL Ff9tfle, 4 1 /2 rkin D0 Lhttrivicr, Miti4GEoh, f2vfl. - IYPE A I ._. OpooR SCHEDULE: SAMB 1--(MCAI-, SEE PETAIL '/1A-3 I L . BIZ H i G -- 11_,121►,; Floor : Sealed concrete, with new black 4" v inyl i1A 3' -0" x 6' -8" solid core wood door, hollow metal frame, I : I 13A,14A I base. 1 1/2 pair butts, closer, weatherstripping, push /pull, = fir. \ Walls : New gyp. bd. painted. wall stop, door type B. (Ih 44 NI A'rlNC1) t 3 _ Ceiling : Hew 2x 4 susp. acoustical tile. j ` ' F1AT6'iw- pQ. , 1 2_,13_, 3' -0" x 6' -8" solid core wood door, hollow metal frame, �/, • G = y 0" PIPGi'f1LI�wINa7E ■ ' I ;� P0` " 15A,18A i Floor : Sealed concrete with new black 4" vinyl base. 23A 1 1/2 pair butts, latch set, silencers, wall stops, y✓Nr -I -t I Walls : New gyp. bd. painted. closure, door type C. Ceiling : New gyp. bd. painted. _ 14A 3' -0" x 6' -8" solid core wood door, hollow metal frame, - - �'�' , f 4 ly,OF 9� 16_,17_ Floor New sheet vinyl with new black 4" vinyl base. 1 1/2 pair butts, latch set, silencers, wall stop, • fir - w - Walls : New gyp. bd. painted. yp door t e C. 4 VINYL ESE _ Ceiling : New 2 x 4 suspended acoustical tile. ffff 15 3 - x 6 ' - 8" so c or e woo door, ho m f rame, Imo �• ��_-�».���, :�•� 21A ,22A Floor : New s vi wi th new black 4" vin base 18A; 1 1/2 pair butts, latch set, silencers, wall stops, L11 i\ .. , - - f Wa lls : -New gyp. bd. painted. door type A. - I 1 L- . . , _- WRApP i 4 Ce lli 2�tx., suspended acoustical v tile. O \ r /i-,r, � r �j� p�!�T�M�,,{ !;7 f-1 ) ^.� /y j FOR PRo1 - r - r�ON ` r •"a RI tt i'l rKXC, (6U.bu) • 16A 3' -0" x nsul aluminum torefront cloy door with aluminum g 6 V./(/f' IEi' 7 i�{� )' I fii�fiy/'l (�1 l y3g, 24p,, frame, insulated, threshold, closer, weatherstripping, T c ''`$M neae - aw aheet vinyl with Thew black 4" vinyl base. exit bar, exterior cylinder. F 1.KE EX• `2'fo¢EFPbN?PDOK -. , -,_,4.....: v4"..•0-0.. •r r r r i Yells New -gyp. bd. painted. g m '� ' l ' i elsi1i i : grew 2 z 4 rasp. acoustical tile 2 1A, 22A 3' -0" x 6' -8" solid core wood door, hollow meta frame, '- er closure wall ,,,: � 1 1/2 pair butts, push pull, s ilenc s, s, g o o " u f P2ddY Ca.eeasts, existing ,� Walls New gyp. bd. painted stop, door type A. Celi New 2 x 4 suspended acoustical t �•, f ' „� ., a ... 171g 3' -0” x 6' -8" solid core wood door, hol metal frame, tot s, A - �" € „� ° e ' , P 1 1/2 paibutts, lach se, sileners, wall stops, geR 5= closure, door type B. I1 1. All restroom fixtures to match existing plumbing fixtures. (— vP3k2$ WINCbW VIPW WNPb1F! 1 Restroon partitions and dividers - Grey Nebula Wilsonart It PLA4TIG LAMihil�"r Laminate. . 4 �[h,IN4�OT —(�¢A6 I r3�ALONCi 2 D e s ign recessed T -8 fluorescent lighting: offices - min. 444 eiAF87YC7{P!S t'° J . SAP PIPPi _ " _ -., - -- fix, 4 a•ONI 511E 75 footcandles restrooms /lockers - mina 60 footcandles rot YaOTFGloll - T - �--+ $ .111-1Y1 6A5E ` J - - • All offices to be heated and air conditioned. Q 17114 , w , -. - __ -..- _ 4 $ eternal clea rances 22` - to water ma in and 2 3' -3" DOOR TYPE A DOOR TY PE B DOOR TY C � 1 ��re.� r�.�- .�.rr« ROM' - t o glu lam - L MOUNT ALL 5. Vinyl sheet to be Armstrong Carlon. - `Z POOH 11A- uMl'( T0 IOp�$.IN, t.- D , , I ACCESSIBLE /OPERABLE 6. Walls to be painted '�] v 4x75 ONLY Y O - FIXTURES i Ap, PAPER- ? Rsybber. stair treads to be black raised dot with Ro IA =WINPv,VCAN 1 I EI 7`�/ (� : - I - v 1 1 �i Lt� Y �� O� �', ETC.) SO THAT T r c y st } � -. IZ "x34' diPFE - f`( `_ THE ACTUATING DEVICE i /f; ;{ tp c ex office co splex 1l ':ALA : '/t' = I'-o' I AT + 40" A.F.F. OR 6 k noit-di fanaZ fissured CJ ' - r0(110-4 - a[12 4 iNAPE - - FILM OH IN411 E DF (oLA2aNa a5 • i t� . ' O Wall Schedule , P I /o' O < F -0 iF UNE 11L o l a. ( f ) Wall Type A: Bearing b^ x 20 qa. @ 16" 0.c. with 5/8" gyp. /Am 1 — _ — , " .11>\,, , bd. both sides. 3 5/8 ^ x 20 ga. @ 16" 0.0. with 5 /8^ a l � pJrKINEtII_ �I -I '. r 1 -0 , °i o , 0 I 6` 6 0 Wall Type B: Bearing - , r .■ ,_ .: o - .- ■ � 4� �` Yom' I�:� ll ■�I� •-N tt� b d. both sides. �.; F � i ������� °.. - t. gyp. .7 ■■■■■Nl■i®■ 1� 3 1 _ , _- .;_ Wall Type C: Interior to ceiling - 3 1/2" x 25 ga. @ 24" o.c. N with 5/8" gyp. bd. both sides. _ f,„ - �i IE _ 1 _ ' 0 �- O I� E N , �� Q a •i I� T(P © . 5 s (? II 11.4%.144,-nor-1 IC %V ! h�(ANPOM .I 1-06V- a > o �jWAA- -tyvL' P: 8wir - - 6"x1.0 ces• Yv QG. WiTfr L 1.0.Sei of sob {��q-a. - 111111•1111 u 4 Q �' rn -r-reE 'X GYP. ap. D101tt *Kim n roc) I ffiq ¢ z N a x CXO 23�! �� _ a r I�,�i�� a e ms,, `' ?�9 Fu�oM — 4 r �n' ■I ant n �■ ■ ■ ■ ■ ■ ■�� A T Ire �.�- ,- /` Existing Wall - (��� •- 1�u ' - - I 1� 'i, A-I- (, i . ,� _. + •: t ■ �■� ®�■M p ,r .,.,,. I .`� / "� \ V .- womE l et '��1 cx.- ,rc�.. iii New steel stud wall s..� ®a ® ., a __ -... - _ _ ; o . . `o .�. I .'.�... 1 �. sue - ' IAGf<Ef I . � : r , 7 ; \� ® �? a1 • 1��c,s- ! 6 LINE' ;�+ ,�� New curtain wall ®� o o e o ��' �� r� o . • o U 2 1111 111 ■ ■1F - ■ ■ 2 ►.,FI� �.. gQ1 New duplex outlet i NEW SUSF? ! ' E � I � "W�{NT 0 5 -5 " �i 1, i'b If1G`EFf.IN 4'- 1'LILA - r14N O New telephone jack �i� } /�(f /' - : - /�/��/ /�}� - - B New data outlet ft �V✓ 6E4 L'NU =.- r0-9`1112 EL{/OK f Vj"`I 'I New light switch �.AI.E j r � 1 - O " A L'E : 'fie --ILO" _ r-w lNsTP`LI -�UNP I#'fT INSULATION IN MENS Existing door t104 hk4,1j.4, - fIX/l7MENS Vo:- t-P- RF.Gl"I CFN FtI° Ntl%ROOM. 'New door O e New ceiling mounted exhaust fan O ® I 0 New recessed fluorescent can: 30 watts 0 ' . ` - _ - __ t t> t><1 .. New - 2 x 4 3 -tube fluorescent: 90 watts I r - .. IILI New 2 x 4 2 -tube fluorescent: 60 watts - f>-0 - - 4 - 4 2 6 - 0 " (.' D '^ V / 3-bulb ht fixture: 120 watts /� f t I'Lo -i 1 - Sy MINIM (� n o o j New 3 bulb lie I q► O __., �l ■ I NeW` .. 1111 A� tfw .7.-4.......7,......E., FD I� uNip i CO . ` � P61/rATE Di • t ltr(wA1E1- f.NI� Ud N 4. _ � - — __ ! T fr3 e i co X NEW 1. pLOUSFI �, _ — ire =: -- 4116.1 NM ® i'' P" F;3GEIUN ! ® 1 ` _ �` - Y, NEWQo4N1FR F x y PWiE% a) p¢C6S56P UCrN4Ri RXTGR£S MisT&E .$4 PEP NFPR 10 _ b) sslg, OC1HTH et FIX i APE' W OtgDasED IN AaamPANC6 = ���'. ■„ ■� ■�� 1 is>! � `,= g ± Q n ; / ' ®, f y . VAIN HEG ucncti 44 [b) Ai49A 6 "HW,- cisNir g pir wEEr-I ti.ie 1 ®I 1 a Ix! I 4 ii iI E I I 1 o yrolz. ► I IZh D i®" ® -1 a 0r'• • � I' °&•, 4 , P4D ( � �: , .h t I`i INhU/�CICN G il iff.11 L_____L � 111111111111101111111111 N - r,�, I�... ,IIAI Will m r � CITY OF TUKNdIlA fiPBH '✓ FtoOK `N i< 3 ?.PPRJVED F„ W i1I 11 !� m : hr�ifit � R 0 1995 k yyy 777r�� `` .... P •o �, 1 : �� ` R \. - i� �r+ -q- B UILDING DIV!'ION g ' iil 7 4 111-0 I r0 ' a !f MINN , 1 $ 114.r . 1 II' — ai ® ' ® ------ i � ai NE � I L �.o Q �.r � 1��l� i l' nCauitiLr J ,a�� �— Nrw oFFL - AWm� I .5L1.0': a�W TIC Gam( Wig" {1111 �� ■ o ti- 24vFLC�x '- 1- 40144F�t'PFfrfiOI4 ° �1IA T �F11R � r ld Z ui ZEFI kAA 14.45N s1uP Spite - ii 20 ) 6 'O.4 1%:" �' a�i��a� �6 UN ' PPI� LP 2 P pp�( � . +,.` �� �� _. 0 .: 2+4R.�5EPE D Iw S fo 2 (rl oKlz, I EX I-1-') INy FAGS NEW OFFICE sLlyt°Erip GILT. 20M 1 (110P E(t 1 -. 't [MQE" rAll - G/TA -1 F °R- L4CiurfN4- rv-0 -3 Cr'i 4 v 4W - tg IN41 1,1101`! 4 I � � ' � �j ` _ `� AAA � I Y ��� �� ���L�G n G�ILING� 1 ii` ` � 1` r\ ��K1 �I a�� � ! C& ILA T � NoKTff 4 4 4. Z I/f) " =1 "0" *G 1, -; %" ' = I �" - 1 AR 3 0 1995 2A . MOP-'(Y{ ,•. - I�Ogt1 H- ,, PERMIT CENTER _ SIFT 2 5 , 1 KU l - : A. F. I: —�-- OFTNTSH SCHEDULE: - I ,t- , '`' New steel stud wall jA1EnIO2 ' ° n7 h��.e2� ' %v p.(h /g "(k YP•n. L�•h 4 r- ' 1 11B,128, Floor : Existing sealed concrete / / Existing wall to remain _ 138,14B Walls : Paint new gyp. bd. to match existing. ; - f , J Ceiling: Existing suspended acoustical ceiling, , = =:- Existing wall to be removed LI. �, � � ' patch as required. Existin door 2' M 4 -0 4 - O" ¢ - G' 1 4o" ,vWAgIE' -4' 21B Floor Existing sheet vinyl, patch and repair as g i i required. Pri=i - � O — Walls : Paint new gyp. bd. to match existing. Ceiling: Existing suspended acousf� cal ceiling, 4 New door Ell ❑ .I — patch as required. � t ��� I� New 2 x 4 3 -tube fluorescent: 90 watts Cti O DOOR SCHEDULE: ii__b wog. $ L.. *iv ... -.31 - 1i 1 ';: l s.'. Existing 2 x 4 3 -tube fluorescent: 90 watts ,S— O rOOM IZD NOr �I�rVA11ON 11B,12B 3' -0" x 6' -8" new solid core wood door, hollow metal Z 5 frame, 1 1/2 pair butts, latch set, silencers, • I -,, 1 Removed 2 x 4 3 -tube fluorescent: 90 watts �1 SCALE : %4'' =1 -O'. wall stops, door type B. S 1.iI ee- -0"A.r p _ 13B,21B 3' -0" x 6' -8" new solid core wood door, hollow metal frame, 1 1/2 pair butts, latch set, ..silencers, wall stops, door type C. r o oIn'. titIti v141/41 wt4POW VIt;W/ WP'It ,W \ 2' 4 1 AizimatE i 4' - O" , �sAFEi'lG1AZY'ICt DOOR B DOOR C .9_,_ R VIV Er rODM 12AEKIEV W ICE t/4-" ' ` I O" b , 147,91 MA V/. ELE -V. StMILAP— , °1 Q 1 =o I A.t F, 0 ® , , 1 1 11 11, - 0 .V-.9'if GV . O � , II i s us - - riiii Illilird � ® 11 I'IO M [� , otArf NSW DIF IGE o �� II - - 0 11 OfFIr,E i � 44.6 � NA , ®11 @ H 4 j 1wLEv li Y =t =o" x 11 i t ; F' � l oct�� M I rr�M . Q Z KooM HP h. ELEv 91M1LtVe L = E — — — - - 'YS = , r 1 41 f±i _ ,\ , '� , — -- �; � j I t~ - - � N1 E3 EX• L H A l '� a z _ GIEt•I:I40GHAIlE EX.WNGN 1 EX•MEi o mn If. CENi WP LL IG�:Kb t I n 4- IEI 1 o , - - _ 11.M1IL LAMINATE ON 3/4" '4 '11 I I d �1 4 11 v � Ot'EH fo EXG D s (�LIG I L1 I OVE I • I Ph >� PLYy/ (ALIT EiCt'd�i6l? Etit �� :y 2 — — — — — - -- — tl — , 7� i 1 / \-'' = v- / . �It flNLIou4 PLYYJc V � j ' : r f?rL- CT GE-ILINC� rL f- ' G/�G O ND rwo - Vi i .' ; �VCOND FLOG ITN 1 ; cis, :' /0u _I��r ,Zk N � � i n I n � � iu l�Aptc rEMaVE E x. i ' 0 6 H 6 1 t 11 Ia( c aZ &.Pfak ct - ., - � ,..,,,,,,,,,p,..,,, PDSLIZYSPk1NKIX.F- . Pr�iGIL HOVE! TWEEN �y t- EFA+K Lo NcRfYE �IGEwN.I :. FILE Ez=:E) fi , L4'fH�'+YtL {' A'(GN ' CQEPAIE� I 1 GONLF -SfE 2.il '�IN ff, Pr4MPE 1 ✓ Hf4{DIGPI'GiEEM. - -- -.-- F �E Z ta ' - �iLOt°♦GI7 Gt"LAZiNE1.P�iD ` _- � . N AGA D6WP1 -K u/dKKGaUNTEI� rGTIO y -- ' wyw�E >� - - - - - - -- 0 F C) CC GrC�Es l " =I,0 -- -- - fn f2 sue _ y I L. ■ 1 f l � i W 11 1 NON DkAp W (,y ¢ NEW '5'x EL okt -torn I E; X. S41/4- 1 Firtom GLCf• Ex Ar- ,1,5cAf',;y ry�� i ' NO (/�'rY R. _, 1 1 _ -' -- 1 -1 -' IC I l �nn i L 11 / EX G meu -rEKI EX. C N'EE- 0 Q I �r1 0 (Exr. bu trv: I i I a I I 1 / __ m j r vvir it 1 d i I 11 I I 1 1 I-- / I j NEYJ pFLEI'TION V p II-TJ Q O a � --r -Y (--t iNtl Ex. TILT LIP II 11 - _ Ii - _ ^ ij 1 161 NIA GKer • B' tl y CITY OF Tl1KWILR F Z J r 1 I 1 1 ( -- I) I T - -- 1L n I`N APPROVED ` a W r -- ' i - PUI-4TEi tl ?el vIAO I Z o x ,- \ -1, II 1 �■ rim 1 6 1995 D h 1 cc co AM it H BUILDI 1 1 < 1?X.GI G. NO r m3 PlrW OFFIGE AS r�o7 _1 ISION oI Z t lli 1°6 Y�Ui C:G DIV Q ll % F 1-1 1 t -1- I 1 OA A C./AM-PM, — Z '1 G /f01> Ex.ait4N[T / : - ■i1� "'�� ' i I I I I TuI�N-Ily W L II N-ro NEW G: ti. Ktti- ! , OPEN '"D EXi 'Ep `TRUG"fl A.6DV / � . ,� — — — U>p N1ii1"I'1 I I 1 1 I I I i 0 u. �w v t- i ESF-! , 1 G'' - 8"u °I' o' got.4.-or DI'ErATIOt P42EA J t?D� - RAtlV 'E�( / I 1 I 1 ��� '{/ /�� 1y�I��yy G / �`1 / � 1y�' 'l�'1 (/� I /^/ t� .-- r-- LPK0V1P R ECEIVED EXIST1NO OFF1 - -. K 'i ! L✓ ! , TLS \ , I�til , VE A 1'..i RAN: EI - - rL- OIL VEi°IF'�HEICTN'E r � __, I O I� �j CITY TUKWILA REMODEL root Pe-icr1 -o ` , r I!� l� �1,L/�t` I N _ t101.11-1 I r : � : 14"-- t -o arr - nlia TO ;t4 r z ` , cA-LE: 'Y =I'-o" FEB 2 2 1995 TA --- 2B r I N X111 1�1c{H Iutt Alo %r /1NU.�L.� 4o b ' T TNE,,,,r__ `{ 'I PERMIT CENTER i1e VbDi LII�� ♦'tmn rlTUrinE? to Nl i I44 reur,l Si�'3 AGO' fIN G ( 1DE�sfy, x' L FINISH SCHEDIITE: 11C Floor : Existing Concrete Walls : New steel stud, with gyp. bd. new paint, existing repaint 'T7' Ceiling: t �`£ -- :IL 1 r vi ., , ,, 6" steel stud w 11 with R -19 batt insulation. { Existing wall to remain a = = = = Existing wall to be removed a t' New electrical outlet d. 5 Existing door • • / New door 7 ri S k t New fluorescent fixtures: T -S with silver g Ai N � ta reflectors andelectronic ballasts. d 1 1III :, 1111M111 I T 1, , rn 0, zo. > O co co co Q co if E 3 v ?gy n iil- aj X N co T &, ' - rE.EL s- i ,� ^ �INULATE W/ r3 11 8 , )z-Iq �C':I;TIt2 -tb P t -- -- —.— °� T 0 -. .144 iPe'x`t de - 1 Nauh 5; . r r NEW LEGTRIC,AL OUTLET, TyrICAL 'C ti �� � - �� 7DTPI,� �elf.W Kxu n x n x 0 1 1: 1.-- ii_ 1==f7=t e _ _ _- I-, ( F Ic RNGT let PIPE CGI • Gll� ` 1 G NE rg' FL op -Ee,c) NT rix-n- R-ES- • II 1 -8 N6 /1 vE� - i- c -Tote-S 4 11 NEW �NOr CEP I FILE COPY _ T FLEGtF oHfG F�LLASfS (fir, I � 1 1G 1 O ' LIF4 NEN 12hY;( I Nlgd 1 Nour) I 1 3 � O vi t+:f La FX IZ (rNEf WALL to I?E 1' 2 a • ? *Nag/ h(hNU�I b{ED�rk rj 1 tl o I ci i ____________ L -- Z — Z LLI tti e, (15‘,...w31 Itlr� acuPtrslial 11 i 1— 9 cc ex t - f �rl�t -rA _ - D ROVED W f 1... 3 JU 0 6 1995 " 2 ..A 3 AS NOTED,�//J,y� W 0 Q BUILDING DIVISION `u' > CC Q d �l+kE.p tS�JE- 12 tstoN ® a -' W t Fotz `F'F�- cu�nct - to31 �' ® O 5 r Ii / �r� f0� a Y � � .� ExtSTIN I G�U�II - ',,, 2 tom- Net 3'0" I ;INF, 4 z / C) �� xlS T lr �otl L."' 17'76)1' 11 Mn, r\v N E 03, UV) W °C „,,,. Imo --- F- u *fa' ^Mill ON RECEIVED \ CfTY OF 7UKWILA SHOP ADDITION ! JUN 081995 KEY ' FLAN KP F �1 LL�/ , V V 1 �1 1(� ^ ` , ?P �{ UV� F I � Dli! � Ertill �� fti PERMIT CENTER +� L Is _ / v l 6 1 - ; scaLE t ! /f," - I' O rbrE lu NM bpi Fj UI) frt ic- itt[1(4 0'411 60 r; CP' b _ SHEET 412F 5 1 Gx15 - 14q ieW + 8,127 0 0(F *Ioi , r ,.. 1 -._ . li r� �e���• � �mtrrrrrrir •• "•` „;•.,nrrnti'�':rn�r�, " _ _ _ = ?" . -.. 22' WIDE SOIAD FOR HALLS GREATER BATTS EA SIDE WALL THAN 8'- 9' 9U NOTE: • SOWD WALL WIDTH NTHOUT AN 1 . USE I N SE I S M I C AREA - _: 1 /G— INTERSECTING U44LL AS REQ D BY CODE 1 PROVIDE 12ga. WIRES 2 . SUPPORTING W i RES TO SPLAYED • 45 4'-0. I '.= • WAN 5 u_ BaOW WOOD DOOR BE 19 GA , @ j 0/C CONNECTED TO �• 1 i, i iii i LEG ATTACH • . OPEN?IG • BOTTOM CHORD DF INSTALL 12 GA. VERT I GAL Tom t AND LEIL?X• TP.JSS W/ 1 f/4` EYE � r PAM BLACK { SCREWS - EMBED I ' MIN. WIRE � ""'� / J �� i a • HOILOUIhETA. 3. UP TO 8' -0" RUNNECONNECTED TO R & TO STRUCTURE •GRID I l n 3/4' x 2. N OF I 2 ' RIGID STEEL l 4nOD � ' DRY WALL FRAME : ABOVE . I NSTALL A SECT MAIN ON FOAMTAPE• NO STOP O � BLACK 1 DOOR • B 32 _ CONDUIT W /VERT I CAL WIRE WALL MU; CONT. METAL TRPt �lil- 71/ _ TYP.51EEL RUNNING THRU CENTER OF �► PANT EXTEROR 1 i WI STIR 5/a` GYP -opt PIPE. P 1 PE TO RUN FROM I y , t � � I I 1 ` ; I ' PANTEACK 31R' /: . '. TOP OF TEE TO BOTTOM,QF �, ( FLAT BOTH SIDES STRUCTURE- ABOVE . WRAF i V . 4 314' , GASKETS U4 l STEEL STIl F7$ , 4 S1U END OF VERTICAL WIRE II ' ifl 1I E 4 f - 1 AROUND P ! PE BOTTOM. h " \-- 2 "DE Er LEC- 1"¢PGK W/ Z 5 Gf �, ! " ��'YY (TYPE FI LLER DO NOT ATTACH • , " - CROSS RUNNER ,rte 3ON8 RYPE'k ' • •FI'�E , °v:_ _ f!' � -O O. ,..,-.... T � r�_ s GYP. BD. TO �� INSTALL 12 GA. WIRE 6 ' s, R A T E D W A L L S ) D E E P LEG TRACK I CROSS BRACING I N EA. qj" G?YP. 7 �&'r 1 Zit 2 t Ta ACST PLANE OF MAIN RUNNER / - g 2 Il RUBBER I OUK'sLL. f LA BET ,>1_,<I'' m BASE •CARPET ►� A • SONO WALL ' G � :` gSsd IN I BOTH 01 RECT I ONSANGL E "fO K 'L}1 E o J / 2041.. C t.e ND•f a s ' �► THE FRSO WTH IN / wF E Gf�$D CAULK GYP. BD. TO FLOOR �I 1. LAPPD IL4P irl i17 I ". � � 4 •ALL SOLD AM, ma. - S0 6'-0 I '" FROM T P EA . WHLL I xr-A- rotfED. TO6IU D �LfrNOTIIICK WALLS MAIN RUNNER 1 W ALL SECTION PARTITION TO MULLION I LATER i OR DOOR JAMB SE I snn I c BRAC I we � M I S I NCB W 1, I SCALE: I I/2 = I' -0 SCALE: 1 I 2" = I' -0" / SECTIO NO SCALE ED 'hn = 1-o SEG -r1pN SECTION \ / SECTION O SCALE: 1 I 2" = I ' -0" ® 4CAL -E- 1 N `1/ htf Lbp1 J x 1 ! 411410TLVE F- . 11 t A f ! tr 4Ut 4 7N TV > � Allilik AO, \ / EX. E - 1 , 11.4 NIT iJ-I r I Ex. G �j'f7-uG'fLIIzE N. K TT v 'r r IN51.FLP� - (IOn 1 ! _ ___ ' ___ 'i!l �[i�. 1UlJov✓ i► jj,,, „,,vvl♦ �.., , ♦ .,-A, . t ✓' t U ! �., ✓� JU15P i. i t jdl E 7 1' '1 I _ - - __ - _ _ 1 )1 ' i i , ( 1'( l� �. ," iU i�� 11' Y L 1(.. .) lip •'� ____= ITTh _ - - ... " Y I ___________ _ _____ .. ,- 1 N .,,, - - ' J ■ 1 ( . • \ co az MW 6 TL s fuD5,t5 cv, mcw u9PENDEV i fi 0 , 4 \ f 9?k''D.G. W %vb" 6rYe. W G�tu ''• V> u, 3 ON 9OCN�iID� ( 0 1 t Z m + ■ NEW 1yt F 1 IK*IC� & 24 "O.G. NEW cif 1�iPENDED \ 3/4 UnDEP IAYMENT, o 6 I %!" UNV AYM6N f FOK w/ 11 Peru) M fON ALOLIGi ICAL- - 1Ut Far FINI�iNES, �iEE . T . rn Flt IIZMFL uEE �iGNED1 tLE 1 ( =/- HEC)LILE ••�•� /A�,, a /L ID 7AIt t r i7 NEW C7YF p�f2 N wOODG fAIY fKEA �tZERy o I j ,IF 1 LJI.Ig fC \ v/ FAZE t �NG51NU �- 1 \ > I I QT.166 R- sKIRT —, �1 < WAL1 1 FX, 6A. -fIL.7 uP \` n N P-u�F� NEW PAINTEDG - YP BEx/ tiA r i j !/ f Hew M.! PIPE RNL4N6 - , PARA TED � / / / // — r - 1 \ \ : I f 1 , . NEW WOOD 4�A1P- - fr - EfDS NEr�/1 /2" PIGS RAILANCT, PAINTED ii gSEPli 1�! /EkD EDETFL E �� NO,lN6r s f 'L76tSE K SKIRT 1-10 C C..K!4Ei9.�t'�t RDS / 1 i t a 11 EYC'fiil•IDF.D I- UVJDRWL ON I _ ,,,,.,w „ „� \” I n - Z i E � 1 y ax... GTLAZINCT I � � ' m •• V :_ Z W 1- a / � / I y� w 3 I I A _ O141E j414& E ,8 \ I x. Vt/ /APEHOLI / Ne N No 1 i mow fGNED 2X12 STNhCa'El2Z I Z EE 'f r✓ P- UG'F4RAi- W ec 1 1; v 1 '° ` E[�Fh MID�i PAN , NEW L%, �(RUGFURAL - \/' ' l G�E8L f' MIQ 4PAN FOB DETAIL�i (r, a I• �-i,,� —NE PCX � Yf54:(2) I 11 1 ; Z 4 I v � �_ 0 . W 1 fO� �E7AIL�i E. te r ._ 9 N Ex/ /b i'61 - P (2) C ® C . 7 f ” i :.�� '." "TYPE x° a. W y J lip T �A u _ NEw 1 +ioLN� ZTo,a E S - Ea. S LDNG. 4LAP� ` NE / 1 HUUK�rorAciE 1 fix, 5 'GONG 4LA ' ......,J ;I 1P i I CITY OF TLK',NILA s V NI o gOVED Z I NEW Zxd- 5-rLID I ° z HEW 2.4- .51. EA „„,,,..„,-,....e.,...... l (ALL ® 24 " D.G, e : �:R 1 6 1v,,5 h! TE cc ll I / — 1 , i L Fs D � � � I W - u o - . 'tLCING D1 5 Ki 1 i X11 k1 10 OF/6 5 1-II'-b f i t t U d 1 VI � � *�i VK ! ✓V�10Y 1 _ ® ® I IOkl � H ��htlI� `� /LG�IO! i RECEIVED ir`- / —!j CITY OF TUKWILA Al. s '�y' = I' D" _ E � L = /v" �' o" JAN 2 7 1995 TA '� 3 PERMIT ..., _ `LSC 5 I , t_ ..!--- ,:!, Plumbing Specifications: Rlectrical Notes: Toilets - Kohler: Downing water guard (K- 4262 -ET) with T- e. .n- N. -s to .e t 'ca. .``y 1. Provide new feeders into existing conduits from existing elongated bowl, lustre seat, and Sloan Royal flush 1. Verify location of conduit stub, and run new conduit to valve. exterior main switch gear to existing blank panel box. locate new service in area under stair 7. Urinals - Kohler: Bardon (K- 4960 -T) with Sloan Royal flush 2. Provide min. 200 amps 277 /4803.phasepanel and breakers; 2. Provide conduit and pull string from existing office phone provide wall mounted stepldown transformer.(mtd. above valve. panels) and min. 200 amps 120/208 board (south officexf enew o office) to new phone board 8 3 phase panel with 42 location for interc nctin. Wall mounted sinks - Chesapeake wallmolant K -1728 with lever breaker capacity. Install min. 3 extra breakers and size panels for min. 30$ space fixture , capacity. Copper handle faucet, white. distribution. 3. New telephone jacks shown will have mud ring and pull string to above ceiling. Floor drains - 4" diameter, Zorn. - 3. Set new meter in existing switch gear, verify if new 4. Phone wiring is by tenant. r . s required. disconnect is required. Provide aid. a Hot water tank - gas 100 gal with flue through roof -drain � pan and overflow to Outside or drain. ' -. 9\ 4. Intent is for contractor to provide and install a complete operating system with minimums as specified, to meet or Plumbing Notes: exceed code minimums. a '1 g 1. Water to be connected to existing overhead waterline, verify £ g capacity and connect to nearest appropriately sized water 5. Submit stop drawings, riser diagram and panel schedules to architect for review. line. 2. Submit shop drawings to architect for review and approval include riser diagram and proposed piping layout. • 9L (f) , I rlo : mop)r^r - rN4 11 1 - II 4 I HvnG LiPkaiKLEK O I L..C. II i i 1 I f• LL r1DIF 0 - o- y • I I i I 1 �► , ( I HOTE- r vviPE -oPF ,,.% — �R I I I � � I o� /�o i�I` 1 V / ' , { I i I ' i , / i I i hvA� - roN/ H 1I 1 1 Awl. ♦ a r ZW I ' ° iiiiiiii76:7 E� � > o — 11 i I { �' 1 P z –.:- - -- — — -T { 1 i I J . � 11 I j 1 I L L_. -i i 1 I 1 ro , ¢ v. I - € 1 : i �/ I - " I 1 , 1 - l K- oPH4/I.LY.f� -E� ' A T-t , ,' 11 I' wrrH $NAU51 LPN a z I ' ���� �� CD F W louri tED� r - 1 ; - 1 y ®�� �IN� F r - CAN nHu;u' Lr P�IHrIINC n r Y I r I II I . .� 1 { tl ; Y �i I/ 13 (1) c., IM--.... „, 1 I ®73� co & Fc0Nv RK-: KrrLFC1 2 GNUNG� FLAN /® ONi2F rfF GTw6nLIH6 f�I,AN 4 LE: % =I' 2 ExI' -1_NL-r OFPIGE FFAiect- ,I (..S4 ` =1' -p" NEW OFFICE P42171 - 1Ic-I NOKTH ND RTr! • ' z �J �\ . I. I � i 1 : -_ s I' - -i I I 't �i lit-16 -Ft- O / � I fA N 1 T-- - - NOTE; MOQIFY EX151It- _ - v' — 1 = = = 1 = _ _ a e8cul ouE I I i 1-- T c WaL r ioolArAficKS UJ J 3 3 I►J /AI . �, a� ! e f I g , hio- m :r1zoVIVE - W 0 I I ( KoDE ` r�OlaNT6P > 5 a 1111111111111111 f 1 I E —. I . I og po. -IG LT , o i I I 11 1 i 1 I : I + 1 1 o� aPVrwvF v+ wvd G• > !f[ € G � r �T � I I . 1 1 - _ = 3. 5"fON , -, ��ME a CI j liii _._ , ' 1 , - _ 1 AhAEWVE WIIHOIAr Q o f n► II i s i 11 r '- ± - � - - i - - - — CITY UNILF ° i 1 t 1 , \ E r m. T 1 K 1 Q 1 r } MAR 6 1 5 Z °' 2 1/ I 1 t 1 -, ® , a - � I 1 . , 1 AS NO / i I -� -- �� BUILDING DIVISION gam i H ri_E - r - n2 IUNa FL-Ai--1 /�I !i` / i L- � � �VF L- C/� / � l/ ,U � CITY OFE 7199 I PuINBNG A /� ' JAN 2 71995 �LP`i % Ii9' I'D EXIGJYTIFT i"CMW�{i !!'"- v'D � NEW P7FFGE ApGITION PERMIT CENTER M . —. 1 SIM' 1QF1 -� G:) GENERAL NOTE ) ��CP' Q , ` 4Y' P `/ 1 .ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM :dr. '•` I EXISTING r EXiS11NG 32 - TG THE DRAWINGS, SPECIFICATIONS, AND THE APPLICABLE UNIFORM - [[ ! - : ' N sole 1 PRECAST PRECAST BUILDING CODE (1991 EDITION). �`'o� ® -1 SPANDREL SPANDREL 11 -0" 21' -6" + - " -^ 4 2. STRUCTURA D SHALL BE USED IN CONJUNCTIO WITH �� W .___ - _._. . d . _. - _ ARCHIT DRAWIN FOR THE BIDDING AND C 4x LEDGERfI� 2z8 0 16 "OC .' S F-1 4 PANEL -, CO S VE DIM EN SI ONS AND CONDIT F NSTRU OR COMPATIBILITY If1 JOINT AN S N O T IFY AR OF ANY DISC PRI TO � ^x6 ®iti OC L 1 11 CO L c F 4x LEDGER - If 4x LEDGER II j 3 CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND I- 1 ) J 11 STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN Z `, N A - (� - ` II - COMPLETED IN ACCORDANCE WITH THE PLANS. J 1 �' 2 - 14" TJ/55C BLOCKED 2 - 14" T, : LOCKED fT DETAI J DETAIL K 04 CC _ 4, 4 11 u 11 1 ' , II EXISTING ROOF 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY < C 2 * I , TECHNIQUES, • C d HANGER II C - 28 - 2 TF 11 C_1 " i SEQUENCES O R PROCEDURES To P RECA UTIONS A THE METHODS REQUIRED TO PERFORM HIS WORK. TECHNIQUES } II I 11 14 TJI /55C EA - END II 14 TJ /35C 1 i 1 11 5. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO o I ,c,- w 1 i � H 4) 16 "OC ' ' 11 0 16 "OC '1 ! 4 THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO f w o F ABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY Z `1 (D - 1 11 C -1 `' I D - O 11 WILL NOT SATISFY THIS REQUIREMENT a I Ld 1 I G -1 h 6 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. a o 0 1 o II I II ��P ILAST €R WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR I 1 o 1 AI 1 E CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL „ 1 ZO '� 2 BRG i `o EXISTING 1 ” BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE w 2 t STUDS I 1 CONNECTION i I STRUCTURAL ENGINEER. 1 n o3 E-1 .� w� c , U.N.O. j iv VERIFY LL TRUC NG. DELIVERY. L SYSTE HTU WITH INSTRUCTIONS WHIRA BE OMD O o i --0� x <o 1 i > - EXISTING O 9E FIELD ERECTESHALL BE MS SUPECPRE BY RVI SED E BY THE THSUPPELIERSPPLIEPOSR DURI ICN . NG OMP ONE iU WI A - N �;�©m OPENING N TURIANDLING H STORAGTO E ANCERECTIO It n T J _ ACC A ORDANCE N F 8. SHOP DRANGS FOR STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, AND 4x LEDGER ` - PILASTER \ M TJI JOISTS SHALL BE SUBMITTED TO THE ARCHITECT 0140 STRUCTURAL 1 E - EXISTING E - I PANEL - ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. CONCRETE WALL ® CORNER — .1 1 F RHL EVIOAWI FSN EN ONLY. 9.ENGINEER DIMEN SIONS AND D QUANTITIES R ARE 1401 P DR GUARANTEED NGS OR BY DE THE E EN ER VERIFY OF RECORD, HEREFORE, RECO S MUS BE VERIFIED EE BY THE GENERAL CONTRACTOR. 1 W /ARCH. FOR DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE Z SECOND FLOOR FRAMING PLAN 4 S-4.;,... , 8` OPENING SIZE AP PROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE z MIN. NEW ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE d MIN. OPENING COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE. SHOP - N SCALE: 16 = 1' - O" NEW DRAWINGS MUST BE REVIEWED AND STAMPED BY CONTRACTOR PRIOR TO REVIEW w 5 NEW OPENING ON GRID ® BY ENGINEER. o I 000E: I I UNIFORM BUILDING CODE, 1991 o rn' LIVE LOADS ' ROOF.... 25 PSF WIND.. 90 MPH, EXPOSURE B S 1 SEISMIC ZONE 3 FLOOR 50 PSF LL + 20 PSF PARTITION FOUNDATIONS: FOUNDATION DESIGN ASSUMING ALLOWABLE 2000 PSF SOIL BEARING. N G CONTRACTOR TO VERIFY THIS ASSUMPTION AT TIME OF CONSTRUCTION.IF U cP : - SOILS CAN NOT SUPPORT 2000 PSF THE ENGINEER MUST BE NO0FIED FOR REDESIGN OF THE FOUNDATION SYSTEM. FILLS TO BE COMPACTED TO 95% o 1 10d 6 "OC f MODIFIED PROCTOR PER ASTM D -1557 Li_ih- > Vi CO CO TJI BLOCKING 1 fc = 2500 psi FOR. FOOTINGS r7 n Q Z 2 - 1Od ®6 OC MAX. SLUMP = 4" PLUS OR MINUS 1' I Z= 2 - lOd 6 "OC MINIMUM 5 SACKS CEMENT PER CU. YARD in "1 t 2 - tOd 6 "OC WEB STIFFENER 10d 6 "OC t r N m 7-16d 0 6 ° OC 10d 6 "OC D i r 2 2 - SOd - 2x6 TOP f2 6 "OC MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE C UDC AND ACI CODE 318, LATEST EDITION. PROPORTIONS OF AGGREGATE TO 0 _ ■ _ . 5 "x20GA TOP TRACK _ N V v 0 w r �[ CEMENT SHALL 8E _AS SUCH TO PRODUCE A DENSE, WORKAB MIX WHICH CAN �! W / 2 - f 12x2" SCREWS 1 * __ BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER: 3/4" H- LI,J CNI �_ +�_ � I T 1 - ®8 j CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON Z co ARCHITECTURAL DRAWINGS. L _ I 111 ilr RE ARCH_ i I Z I 6 "x20GA. TOP TRACK j Y RF REINFORCEMENT SHALL CONFORM TO ASTM A615-82(S1) GRADE 40 OR 60. STEEL: 0 x w < 1 E � ' �■ -2 W /2 - #12x2" SCREWS I - ALL TO REINFORCEMENT TO BE 0- L,. .- N 01 I ' tI BEAM ®8 "OC ! FOO TINGS ............. .... ... ... .3 INCH HANG U SKEWED 1 i 1 RE: PLAN 2 - 2x6 TOP i _ { SIMP SON FORMED SURFACES -- WEATHER FACE.......1 1/2 INCHES V 6 "x136X20GA. 6 "x146x2000. �- HANGER INTERI FACE /4 (CHESS 4x8 LEDGER 4x6 P.T. LEDGER GWB EA. SIDE 4D 16 "0C EARTH FACE.......2 INCHES ohor43-92 ; 4 3 i6 "OC 4x6 LEDGER STRUCTURAL STEEL: W/44 "0 EXP. BOLT W /W0 EXP. BOLT RE: ARCH. i W/74 "0 EXP. BOLT TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE 8 (fy = 46,000 psI). 0 24 "0C 0 4 ® 24 "0C WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY W. A.B.O. CERTIFIED WELDERS. USE FRESH E70 _ 6 "x136x20GA. ELECTRODES. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL (0 16 "OC ENGINEER FOR REVIEW PRIOR TO FABRICATION OF STRUCTURAL STEEL - MACHINE BOLTS TO BE A -307. FABRICATION AND ERECTION SHALL BE IN .139 0x1Y PIN 0 8 ACCORDANCE WITH RISC FABRICATION AND ERECTION SPECIFICATION AND CODE OF STANDARD. CURRENT EDITION. WELDED HEADED STUDS : SHALL CONFORM TO AWS 011 __ FRAMING UNARM 2 X 4 STUDS.. ....H.F. STAID 2 X 6 STUDS ....... .......H.F. #2. .........fb = 1000 psi SECTION A -1 SECTION B -1 SECTION SCALE: W _ 1' - 0" SCALE mss" C -1 SECTION D -1 SECTION E -1 SECTION F -1 4 X LEDGERS ................D.E. L 42 ........fb =1250 psi LUMBER NOT NOTED TO BE D.F. #2 OR BETTER. SCALE: W _ 1' - SCALE: 3/4i = 1' - 0' SCALE: W 1 - O = 1' - 0 SCALE 4" = 1' - O" ALL GRADES SHALL CONFORM TO WAWA GRADE RULES FOR WESTERN LUMBER-- - • • CURRENT EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD a) SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT E"4 MTH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. MAXIMUM 1-y 6 MOISTURE CONTENT 19% AT INSTALLATION FOR ALL LUMBER. STEEL HANGERS .-0 TO BE SIMPSON OR APPROVED EQUAL. FASTEN ALL HANGERS AS SPECIFIED W co OUTSIDE FACE BY MANUFACTURER UNLESS SHOWN. U 9, JOIST i i r , . S — MANUFACTURED T 8Y THE TRUE JOIST CORP.. IN ACCORDANCE WITH NER 200. W Z _ — — -O LAMINATED W OOD MEMBERS: ® U] 2 - 2x TOP g 11 . PARALLAM WOOD BEAMS CONFORMING TO NER 292. 00 = 2900 PSI. .4 C CU ' • -- TRACK o i' - -_ -. - o am 1 0Y WOOD: y U R. µd — ' _ -1 . y" i, EATHING /4" T & G STURDI -FLOOR UNDERLAYMENT GRADE , P1 W/ EXTERIOR GLUE. Mi4 % �� i ' - ................ / / ? I 1 o I! 116" ALL SHEATHING SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. I, M q Bt -- -- L 8x4XY1 x 1' - 0" / I ( 1 CURRENT EDITION. NAILNG SHALL BE 100 RING SHANK NAILS AT 6 INCHES - W/2 - "0 EXP. BOLTS I L I 1, ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER FIELD SUPPORTS AND EA, LAG 0 9 "GA. AS INDICATED ON PLAN. NAIL EMBEDMENT 1 5/8 INCHES MINIMUM. GAP p SHEATHING AT EDGES 1/8" OR AS RECOMMEND BY APA. CALL ENGINEER FOR 1 ' I - - i'IEADER EMBED 4" LI ' INSPECTION OF NAILING BEFORE COVERING. �G.� TRACK I2 46x12 x 1'- 6 " Z +ell f W/4 -%6 "0 EXP. BOLTS BEARING STUDS EMBED 4" H ' RE PLAN RECENED CITY OF TUKWILA 0110 OF TUKWILA APPROVED APR 2 0 1995 APR 2 ; 1995 PERMIT CENTER SECTI (�(�� �( AS NOTED ON G DETAIL DETAIL !! —� BUILDING DIVISION TEL. (206) 324-8180 _ , r, 44, _ 1 '."` SCALE: 7 = 1' -0" SCALE: 34 = 1' - 0" ' FAX (208) 324 -8248 RICHARD HUDSON 1 & ASSOCIATES, INC. S _ CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 OF 1 . . SEATTLE; WASHINGTON 98122