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HomeMy WebLinkAboutPermit B95-0426 - GROUP HEALTH COOPERATIVE - INTERIOR REMODEL AND WALLS City of Tukwila (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila,, Washington 98188 BUILDING PERMIT Permit No: B95 -0426 Status: ISSUED Type: B -BLDG Issued: 02/21/1996 Category: ACOM Expires: 08/19/1996 Address: 12400 EAST MARGINAL WY S Location: Parcel #: 734060 -0480 Zoning: M1 Type Const: V- N /II -N Type of Occupancy: MEDICAL OFFICE Gas /Elec: Wetlands: Slopes: Y Water: 125 Sewer: VAL VUE Contractor License No.: LEASECL118NB TENANT GROUP HEALTH 12400 EAST MARGINAL WYS,..TUKWILA, WA 98124 OWNER GROUP HEALTH COOPERATIVE ::,., Phone: (206)448 -4699 JIM DOUMA PROPERTY MGMT, 521 WA 98121 CONTRACTOR LEASE CRUTCHER'LEWIS, ;.Phone: 206 622 -0500 107 SPRING ; STREET SUITE, ;500, SEATTLE, , WA ".981 CONTACT BRIAN., BERG Phone 206 223 -5213 111 ,SOUTH JACKSON STREET, SEATTLE, AWA * * * * * * * * * * **** ** **** ** * *** k*** k•k•k * **4,**•k******* k,k k*** **•k*sir *'k*• Permit Descr ption': INTERIOR REMODEL AND ADDITION OF, WALLS. =, SETBACKS Units: OO,I Front .0 Backs .0 Buildings 001 °> `Left .0 Right 0 Fire Protection. SPRKLR ALARM UBC Ed > lton: 1994• Valuation 3,151,650.00 Total Permit Fee: 18,09.41 * * * * * *: *,It* * * * ** * ** * * ** * *** * ***• k* k* k ** * *k * * * * * * *k * * * * *k**`k * * *k•k ** Zete ' 111 t. Per it'Cente uthorized aig e Date', I hereby certify that I have read and examined this permit ;and ,Know the same to be•: true and correct. All provi•sions',of` law and ordinances governing work will be complied with, , .whether specified herein or not The gran this permit does not presume- =to give authority to violate or cancel the':prov;isions of any other state or..,`local, laws regulating construction` or.,the. performance of work. I; 'am authorized:to" sign for and obtain this bu;i':` ng lie mit. Signature:__ Date. 21 Print Name: 4/03 " tip e-- Tit" l :e.:,:_� • 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. ` � 0 ` w ' CITY OF TUKWILit 7 4° Department of Community Development - Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 rsos (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER G oop NoJ h SITE ADDRESS SUITE NO. 6Q5 I @ 4 t oo rno,y j nnA (S 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. : >::," "; >' DEPARTMENT :::;:DATE IN ::.. .. :::: <:::> <:: >:: ......... . REQUIREMENTS COMMENTS. . :�:< > >:;::::: >:<:.:::::.:..::.: BUILDING - _. ' � NSULTANT: Date Sent - Date Approved - ( initial review a (Fh174kY° D) FIRE - 41/ - R FIRE PROTECTION: U (J Sprinklers Detectors Q N/A %'1/4 ,INi T: FIRE DE PT. LETTER DATED: l'A(, - INSPECTOR: , - RLANNING �— ..l- op 1, ZONING: jBAR/LAND USE CONDITIONS? OYes ( ) No REFERENCE FILE NOS.: N IMUM SETBACKS: N- S- E- W- UBLIC UTILITY PERMITS REQUIRED? Yes No I � 1Vgrp I (o 1 :- - PUBLIC WORKS LETTER DATED: WORKS INIT: ••14 S 0 OTHER INIT: I TYPE OF CO STRUCT : CERT. OF OCCUPANCY? UBC EDITION (year): j4BUILDING - �i�� final review INIT: L V- 't) QYes No LCi',c/q • 11 BUILDING Z� P /96 � ` OFFICIAL INIT: REVIEW COMPLETED AMOUNT CONTACTED I, �- i l : . I OWING: DATE NOTIFIED (n] BY: / %' ~4 (init.) r 2nd NOTIFICATION BY: (init.) la) 0130 , 3RD NOTIFICATION (init.) __ -� r� Loop ( • 00 �"' ' 1 O 1� • p' 5 01/08/93 i � p'1 l BUILDING PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT RCPT # DATE (206) 431 -3670 BUILDING PERMIT FEE l L c1 z) , , ' . PLAN CHECK PLAN CHECK FEE ••• - I • I OP NUMBER �� _ 2- ' BUILDINGSURCHARGE ' L;sP �2� , A '% IC,A MUST • ` y Y Y< f , F1 ' L= ,4 OTHER �. I ..Y 4:H. �� „sb0( � ^ '�{• .. .. TOTAL �Q.�1�r .. I SITE ADDRESS SUITE It I VALUE OF CONSTRUCTION - $ J (S( 4b _ _ I - b4 E. 1N `�:u11g PROJECT NAME/TENANT ASSESSOR ACCOUNT # _ _, Mae I4eall4 73 0450 eX) TYPE OF O New Building a Addition Tenant Improvement (commercial) Demolition (building) WORK: 0 Rack Storage 0 Reroof Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: L .r m1Z1orL R.E-MOGEL ONLY BUILDING USE (office, warehouse, etc.) Lite, 114/441•4.1f OrnCAL WAtte4a.).E (■p reACK SICYPV) OFAC.e _- NoTe.. 1 TN1s Focatall mes Nol Nlz.n't m1ap1'tS • t1 1$ OCGUPItP , 1 itu L_t Zy Ew1osakes NATURE OF BUSINESS: Attu Cr SUFPOrtf WILL THERE BE A CHANGE IN USE? Q No *Yes *new b it ' require nts rrnav ee o e et. Please ex I in: �M TteviEw v.►►�►.1 .�Nt•1 J IMBt't * 4 NA Rcm. - To Review ` w G c - rizgr p @per �A*� �G�rtEw�bA'i�4�,r�, UA' FOOTAGE - Building: 2 7O !��.� Tenant Space: Area of Construction: Boa c+s- WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MA TERIAAj....S IN THE BUILDING? O No t Yes IF YES, EXPLAIN: a,, rV \. '�TO(C& Cjt Mo� Ct SF) 1S tioci ll7 1N Tr.ra wnyte I.400Se . A LISA of Mtaer AL$ 3777 0 is FIRE PROTECTION FEATURES: El-Sprinklers (*Automatic Fire Alarm System A't` i4CmeD PROPERTY OWNER r a L.54. ex01w 30egauthIscAwaswene PHONE 44 6_2 ADDRESS 'S 21 WALL Si S iisl4itl e , v4141 ZIP c181'zi CONTRACTOR t .EASE Cru?WC>Z LeWLS : MUKt y T-CAuS HONE e .o ��,` ADDRESS (C-) St NC, s4 sexneLt WA ZI- "I ��B104.1052 WA. ST. CONTRACTOR'S LICENSE # LEASe c L 116 N6 EXP. DATE t I 1q ARCHITECT Nr : , SAN 'PHONE 2 ADDRESS (11 co. ,.� gCKSCN - l�'TSLE, WA Z °s ato IHEREBY CERTIFY THAT I : AND; EXAMINED: THIS :APPLICATION::AND:KNOWTHE SAME:TOs ,: BE 'TRUE AND :CORRECT,:AND:I M °AUTHORIZED TO APPLY.:FOR THIS "PERMIT....; SIGNATURE / BUILDING OWNER w DATE � �+ 2 1, OR PRINT NAME taZi 11 V PHONE AUTHORIZED Z AGENT ADDRESS N'ims, ill Sc J WGKschei q CITY/ZIP Sep 1t IQ4. C ONTACT PERSON -��� PHONE z23 • S z _ APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no pemiit 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. 'Y;y,: DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 1 � "C ��' L ^ C( " cc ism-Tx , SUB ii,-„,, SUBMITTAL CHECKL bT COMMERCIAL-- ..................‘,......::•::.:.::..,.....,,:::::.::,:: c OmME . ' -.........."••••••••••••••.:,...„:„.....„:„.:...........„....,..........,............ RCIAL•TENANTIMPRoyEm , ........,,:::::,......,..::.......::. ....,...... .: ,. .. .. .. • • • • . • :"'""":''"""'' .. _ yt_ :.comclleted, building p9rniit. opplipatipai(prie fnr,eactiStructiire)',.:•:'i•':'i.. .....:[1.1..:;...:::ten'a.-n.t1):i•e(.1:::••••.:•:.:•..:bij.:•:•;•::•,.!:•.1d7C1°::•.:4tll:;.•I',.:7,:.:1:.'77.:::::....17.,..7::!.:•:"...::::::•:.:..:•••...'...'.;.:.'....:::::"..•i.:::::::::.....:.;:;.::::::::;:...:•:....::.•:::::::::::;:::::::::.:...;:i'......::!::::::::::•;•:.:,.:•.:*•••;.:!::',...,:•••:. 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Specifications • : •:•••:-.•:•::::.••••••':: •:••• •::•-•••• • ••:• ...i : ••• • •: ............ ,...:,..:.,::,..,.:<.„:,....,..,....... • ri • Structural ,c m licensed a :.p:....,..:..„1,.........:...:-.:, ,......:..:.9.::......,.,....,..,:, chan ...: ',.. -:.•-;•,,,•••::.•:::,.: :...•.::::i.....uioidgci,. plan : !. e .,..,.1 7 1 1neof „ 9 ....) :....engineer i ;,:, ::...-::.;.:...,,. „...„.,..:, . ,. . .. . .:,.,,....... ,..............,., .. .. .‘ — :snits Tn port .stempedby:alWashington,•State'licert sedengine,.e,r.::.•.•••••••,.:::::":: >1 Oirerall:building Ole . e::.::.:::•• • : . • . ::.:7•. : .............. ;. : , i i......... :. ... ; . ;:. .... ,.. ..., ;. .. :. .,....,.,.. :.::.: .. „. . :,. ..... , , : ,............. ::.1,...:!.. , : ,.... „.: ,.. i:. , :::.:si,...„.„.,.ii.i.:::.:...::..::....:..i.i.....i.:::::i..,.............,....,.......„.........,.. Energy calculations .....]:::::.:..:::::...:::.,.'::',.:.:::.., Tenant location : i: .i,..:::•,,..i.„..-i.....,,,...ii,:;;:i..,..:.....:m.m...,::::R:::::::,..,...,..,...:.........:::::, I Topographic survey Ten ::•...:':.:::,::::::::::.::::•...•....1...:1'..!'.•:•!•.•':,:::...::::::'::.-.:.. .., ..' : ... '. . ::::..!: .. ':.....: . . :.. ...• . : . :: , .. :.:1:.: : ! •.:,::,.,:.,..'::: ...::: se. Of 'adlacent••••(ccrnMenwp!:..r!,!..7..:.i&Aiiiii:...a..::,,:i.....:,.:::0.11..,:e..,i,,,..i::: r ---- 1.:tions:stareped by Washingten ....,.....,......,....: ,...:.„.............. • : . i•• 1 0 , der,il: .1 limensic0*•'.1.f. ullqi!")99r:square „.....:.,.,.. .„..,...,....,.........:„........:,,,.,,....:..........: ... . ::,..:•........:••• engineer or architect : : : it.N.: ::: :,...,.....„..,...„....,„..,.,.,............,..,.... ...,............... ... .. . ... . , . ed terfant:Specs'ii::::::i:i::::::'.::::::::ii:U::::::•?:'•ii'.:::::::::::::::::•••:.if::iii::::::',...:'::::•::.*".:':"..":":":::::::::::::::::. 1-- Tenant .....• . iee...Plati:Witti . ..OS0:cist eaCh: • ...$ Legal description •:::•:'..:••,:,:••'..••,•:• "•:.:••:•:'••••••••.„••':: •'•'•••••••• • :'-''' ' .......:- •••••::• .••••••::::::...::::;:.:;::::::: • doors egress egre. .. r4:..working.dr.aycinhgisn''cisutadeli.p....7....:17:::a. ,:,,,.,...i7.....,:.:..).7.!.,:,,,,..,.......7.".,t7:.,....„.:.,7,.,:7,...7:::::,,,......,,,,,.,::,,,i..:,:',::,•,,.::;..1,1 • ,..... : ..............„,... : ...: : :„...:,...., :: ...........,,,,.. : i, W:.:7 11 ...s. ,... :.777):7!i... , 7.:::::.1.11... ,, ,. • .: : :: . an d.:i...... .4 7s : ....7 .: ties,.... 1:d ........e::::.::,....1.,:!!;i ... 7 1 :.:..1....:::■..1 :: :; : ::: : is i .......,... : ... : .;. : ....:;. : ; : ::; ... ::. ... :i :: ::::. . 7, architect wh .........,...... .....•.. . . .. ,, , ,,, ......,.... ..............••••:•;••::::•:::............ .. •:,...„::•„.:........,„]..,...:,,..::::•.:•.....i......ii,•:„.:......:,:, ,:...,:::;.:...::i.:.:.•:.•::::.:::::,..,:::::,,..:,..:,,,,..,..„,,,.....,.:,.............::.,...... Structural ..,........:....:.........„.:. ( •••••:;::::':•:.• . ' . l • .::..;..a.] di:aW:....ie: g <S•: • . : ]:•:::'... : . • ,:• * •• : :: :• . • :• • :.. • '-.: : :.: : :• • • :.:: . .:• . •::::.,.. '•.. :.: .• : . : . ...:... '• .. ,. , •• ...... •. ..:•;;• • : : : : ••• • • :...; . .1.,...... i . ....1 : i . ,: : : . : • • • ",..... : '.......... Cross sections ....'s; 1 constru dr.W4i9r,.-i.,:i•::::::'1..'.:•:''''•.-::':•••••••••:.''''''..•-•••: '.•-: . ' .• • • • . • s: . • '-' Construction.detail f • :' r• •ceilin::::::::::::::::::::::::::::::::::..:: ..,.. ..„... :•:•••:::•:•;• • ••• . " ,:.;; '•'•••• Mechanic grawings::::::•:::<•:::,:;,.....:::::,,..:„.i.:.::..:...,.,:,.,.......„...,..i.:......:........:i....:;,:,....:...,..::„....„...„..?.:.i.......: i eatabletiOli4..::etarnpod by • S ta te lice ... . ... ii.... .....,.... EleVations::::.:.::::..,....:,.,,...,....„.,...,:...........:.:.„...........................„....:. engineer may be required f tfucttal , Wiiikitla:be:.done.12.•se )....,............„ • '''-'•"':"''''.:.••::•:•'".• Chill: drawings .,... ..‘ Landscape plan r — i ll•iitilitYWOrkiald.bgdonft, f ... pe rmit ....,... .... :. NOTE • .... • . • • • . utility • • • • • • prnit •• • • lication (one for entire project) application and plan ... ......... .. . . , . .. . .. CompIeted .............. s tructure) 1.:• f 'civil.dravirings::::•:::••::... REROOF Six - (q ).•••• ' ; '. 'llty ...9 O1111 it a p1;c :....: ''. .:.; a.:atO h ' ' . iCIc . ::. l lS r submittal . : .. .. ,: for . i,. .eiosi ,;,....:..,::i.ii:.:::::::....„::,,,,.......:::: requiremen ... ...... ..:.• :::: E:Ctieripi°6•4 bi4i!°!0:F?7!.t!.!:"Pf (one .:•:;..*:;. :•' :.: '''' .: ' :.:.•:. :' . ' , ' • :' : :: : : :. :.': ::09 : : :::.'1 .: .:. : ::::::: : :::::::::::::: 1 :::::::::::::::::::::',:::::. : : : : : : : :: : : : : : i : . : -....:. • .. • ..:- . I •::AsseisOf:ACcor1:1■11,...m ...,: er.......... :•: : 2; :,.... ,;;. ...... ; .... : .,. :........,....:::::::ii.:•.:...,......:i... ,. , ,... n...........: .......,......., .... ....... i....,......„..i ..... '•-•••••'••••.•.••:•'••• ••••••••:''''....:::•:•1.:: :••••••-:-'.::..::''....-....:":::'...:::'"•- ..... •• 1 ......: :• • e . .....'' i - matenal being installed RACK STORAG de ::•::::::.•:.:::•:,.:::......,:::••::'::::.:......,:i........i.::::i.::•,-....::::.....;;,1:.:;•::.;,,,:i;:::.:::::;•,,..i:::::::::i:::g...iii..:::::::.::::::::::::.; ..::....i...;::.,:::::::•:•.:•,............:,.:::::::.::.....:•:•;:.,.:::::::::::::::::.:::.:::::::::,:::.:*:::::..::::::::',........:i.i:V,'::::i.::::i.::::•:•::',...::;•4iiiiiiiQ.:In4xictien..:et74sigrt...;,....;:::: ComPlePd.:!?41,1FJ)9T.1.? .'..r...!. • NOTE.....:.:4:'.CertifiCation:ie!1;e±-:,!...„?"!!r1Tf.....:fi.....;:......,..,..,..„..:..:....,:i...,...,......,:i.i:)....„5.,:...................i......::::::...::.!..i:,..:i........., ---•":..:: -•::::....••••...,••••,.'•,' ""•"•-, , • - . •........•••....:.::.,..:::.................,...:•::::..••••...,::::::::!:::::,::,::,:ii.,..::x:],.::::::,..:::„....„.:,,,,i,.....„,,,...„.:•....:::... •:„ ........... ........,.............. .... ....... ....... . • • ..•. • ••• •••••::::::..:.:•:„.........::,::.:::.........,,,....:..:.:.•••.•:•::..,...:.•:.:.,...:•.•.•••••••............,::::::.....................„ ..„..:•;:.... • ......... I ........ Two (2) setS14iiian.s;w1-4t)i061.q!de — .;'....••• t ,. !: . t o. !t " t 1 .... ,w§A . TgL i. ,......... :.... ..... :,:....,...........t..."......:::::::,........,.. .....,.......................... i............,„.....7........:,...,..:::::::::::::..,,...,...:...::::::::..........,,:::::.,:..;...........„..„..........,.......:......i.i..::.:::::::........c...........:„..i.....,.,..:..... • • ...Be floair...:lenishoWing:•••••••.:......."...::::::::::•:::::::,..:::::::::::::•:•:;•:::.:•:••:::4:::::::::::::ii.::::.•.:;::!U:ii::•::::b 1-1•••Ciiiiipleted:biiiidint•Perreit:applicati e...n..:•••: . i ..... : . , .....„ . ... : : •••••••' ••Entire racks will be located Exit doors ;:,.,..........7...:::::::.. ... F -- [ :A sse, r , A cc,„,....„ : ,....., :i. .. .;.:„....,.........,......... , .... .. ... .. .. . . ........ .... -..:• :,..,:., ,... ... ..........„...... • • ••• •••• • • .... ....•,..,:..............„...........„:::::::.:.,....:.....,......•........„............. ..• • . • • .• . .......................................-............................................................ . sts • • :....:.••:.. :. Dimensions of all aisles . . . .:. . . ..........,..:••::,:. .•:,--•••••;::..:'•::'"•••.::::•::•:::::::i...':':••".'•:::::.:-..:••:•::::::••• ......••::•!••,..:::••.•:••••••!..:1-.*..n.,(?).:..!:...•!,f?..0...1...n.....',!,.:.,r...1.1,lop,:..fnc,Iule‘.:„.:•.1.:,::::::::::,:1:...:.•:,.....!1•.,...:.:,......:i...ii.:‘:::::h1.....1.....:.;1:11:ii::1:•:•.i.:•..,...:...i:...::.:.;:...:...•,...;,,...i...,..,....i.s...,.:::::.:...i......,1....:il.i.i...,.::,..:..: • . . • • -' ..- :-- - - ' .'..:"':.......'''''... . '''''. . ....".: : .. '. .. •'''''''. - •••••••••••• ,•:•••:•••••'••••::••••••••••••••••:•,:•,•:•:•••••:-:•:::•••:•:•:•:•:•::::.......:•:•:.........•:.:•....,.:.::::.....:..:•.:,:•:: — Tenant space. floor plan showing rec ..:•••••.••:•:.,.:::::-:::•::::::;:i:::::•::i•,.............,..............,.......„........ .. ri •••Stei Plan (shOWing.buildmg ...•:: (....„ -- exits Include dimension raks ! and exit ways on .:::‘'•:::::::::...: ::: .:. tenne/eateilite::dish::itedinettiod:Otiattac .. • .........•:::•••••••••::••••::::::.......... . plan . ••••, . • :• .... • • • ...•.,.., : . . . . : . .. T1 S tructural calculations stamped by a Washington State : ), calculations "ti r! O g ii u Si.. r S a tj .. : : . M .: . . : . .... ,. .. : p: :::.: . ..e . ..... :1,..... ...l)( . ... ::: : : :" ,..:::::•,..,!i . EVV ....:::: . 1....{: a i....iiii. r .:: ,........f: .,....i.::.i i i,.... n,. : pt .;... O ..i.... n ..:.....:,....:,, i ...... :S ..,......:::: 7 .i.....::::.. te ....i.i.i :licensed ,.. e ... ....engineer (rack storage...8' and over) l '..::.:........:.: .. : . ... ::...,....... • . -..: ..:. .• : ..,:... engineer ........ . :: . . .. . . . , ... w -4. • ..-.•••• .. .... ' ...' '--..... • . . - RESIDENTIAL . . , ......................:.„.„..,.......„......„•,•:„. ......... • ...........................••• ........................ ••• •• • •••••••••••••••••,...............,.................................„.••••• . • , ........,........ ............................................:.,,,:................:::::::„........„.•:„.•:.......„....:„.:.,..........„:„.:::„........„:•:::::::.::-.: 4- '.....-' NEW SINGLE- ,,. RESIDENTIAL : ::REMODELS.:: . :„.... :;• ..... ::: : ? • ::: . : : :: „...,.. : ........: :: ....,......... : ....... :. .„,..,................ i: .....,,,... ,................. ....... . : . . . ... „ .... .. •• .,•” .••, ,, .• ,•.....•:„ ..,,:.:;.•..•::::....•...„:.......••••••• •• • •,...„..••••., ..„,•:...,..:.:.::.-:.::..•....::.:...,..,:•:.,.......::....„......::,..:.::..............„.•.,......:.,.................... ...„.....•. • ,.„.„,...:....... FAMILY DWELLINGS /ADDITIONS . IADDI;::: • • • I •• Completed .. building perinit n Completed building permitapplication .. ............... .... '''''''''. ' '' Nu . ''•••••••:'::.':':::''..:.::....:.•''''''''''''''',.::?.:.:':''''''''.:.::"';':••••••!:::::::::: . :::: 17 ..AsesSoriAocount urn .i....: ........ : . ::::::::,. .... :,::::::.......,..,.......,.......,...,....,...........,...,...........::...,..............„,....i...„..................:...: ,, '7 1 Legal descri ::•••• ' i .: '''''••:: •••••••::•:••••••••••.::."•?..•:.:::::::::::•::::•:.•.••:::::•::::: . :::.i:...;::::•:: E se i„ • 7 Assessor Account ... . ,...,,....,......,.,.....,.... . . ...........,... H Two sera. .. '...":',...:1:::::::::::.:•1!::::!'...:.":,.:...::.....•::::::••••;11..:..."...•:'....:.::.,.":....• ,'•::•••:••...••:...........:......"...;...:•:....::::,::..i.."i,...:i!:.....:::.....:,'ii.':.:FP,..tenu.e....alidgialatte,n..:P..,:,.i:........:!..:i..7.,,,..;':,1:1111:::::ii:11...i...i..1.11::::,.,::::.'...:.:.:....Iii..:::.i:1:::::11.1::::::111:::::::iii:111.1::::11.11::1;:ii.....:1:::•1:".!Ilit.i:ji.11.:::iti:;Iillii:ii...1...:!:i.!..1:11,11.!::::.! • :..:•,...:,:.. sife pl a n ;•ShOWCIOseSthYdrart..1dCatidr!.::::::::::: :•...:::...,::::•..............z............rlaa.,:.pan:::.:::::,.....,...;..............iiii.,iiesivs):::::.......iiiii...0.i.::::::::.:::,;;;;..v.:iii....miiii:........,.::::, , ----771.P.1 • 7 '. (9 .4clude•access:tatiullefing showing Buil ::::::,.:::: •:‘,..::::,.......:::::::. ■.:dingeleyatton...„% . :. ...::::::::...,,.••• FoUndatiOn ..:..:..., wi and length of aCOSS.) :::::::;:::•iii.:. •::::::::::::::,..: . 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Floor plan :••••::.:•:-:•:: :::::::'::•:'•";•::.:::•••::::::•:•.::••••.::•:••:•......::•••::::::::::::::•::;....:: . ....::::......:....::,...:::::::•:::::::::::::::::::::‘,::::.:::.,...ii..... ::••••...:::•..:•:•,.:-:.•••::::::::,....••;:;8triiatural framing:Rees.:::....,.........;:...i..i.::.,..::::...::...,,....:.,.:...:..,..:::.„..::......,......,i„,...„*„.•;,..,..,,:;•..,:i.......,,.:,:::„...,..........:.....„....:: „. . • -,:: . ::•••••••••••••••:••:•,:•,:•:..:.:::•:::'.:.::.•:';••••::•••:•:•:••••::. ................"..............;...........,:„:.....;..,.....„...„:„. ..,..:..:.::::.i.:,...,:...,:.:•,..::::..T,,....!,•:,....::•,.::•,...::........:••:.:::::::::::.......:::,::::;:•ii:::*::.....-.•••:::••::::::.::::,:.:,••••:...:::::::•.iy:,thintsiiiiemir ijooligppr!.:ii...::: ,..., • - .....•:::',..:;:::•::•••• Building elevations (all . viewSy: 'I' b•ii:;'lliiiititilift work is :10:b OPPq Pfgr::.#..,....:,...:,....::::::,...,::::::::.:.:',.:-.....,.:::,....::.:::::::::.",:::::,:ii:: ,:: Building cros-section ..:.:,::::.:::'..::.;..:: :.::... •!.,..el:Vncl.. '..p..ia....rtS...irttiqb..e.....b(iiit194:::',.:Ii::;':::::.;::::.:::...1.::::::4....:::::::::::..:...:::'•:.:::....i.::::.:::).,:::•:.i:;•:•.:;::.:.::;::::::.::::::::::;::::::::::::,..:.;:.'::•::.::::.,:....:..:.‘...:,,.:...,..:.:,......:.::::::,,i.:: , : • • ""•• ".•"•• - -. "....7 -, ..." . . , ,..,..........::::.....,::::.:..:.,:::.::.•: : : : : ::: :....... fi .W0s . hingtori..S . ta ,,. ,,. .. . . .. ..., .., ..,:. .,. . Completed .. ‘,. .. . • • leted utility:permit application:: . . .„.....,.......,....„...,,,...;. ......... . . .. ‘.... building errnitap plication (one fe ,,n plansi'showirig'6 tiliticii.:.i...::....1•:::...:::••••••::•:E.•:;•::::•:•:::::•:::::•:::..'•:::::•:.:::: • , . . Num E :::::„.......:::::'•::::::•.:::::::::::....:;:••••••••••••••••••••••:,..i........i.......:,.........„......:::::•.,..''''''''i.red.*:•:end::::.•...•. • k.., .0 . • Buildin sltO plan and utility site plan may Pqcom bined See • utility p ermit application and checklist. for seoqifiotti !tt ••, .. :•: :: • : • . ' " • 17 l and soils information Tpy..........,..:,. ...................• ..•.,:::...:i..::: Additiona topograp topogra . , IN 00 0 9, T f E A o t he ' certification ,:,:,::: :. „77,...,...,....7,! e .„....., ...„ . •,, ,,..... ... sign site conditions . ‘ . ., . : b s e req . . :,. . . ' . ..:•:::::::.....::••• ....... •:.:: .: . • .' .. • ••:•...:•..:•,•::::..•:.....:....'...,:•:.. ......, ........... • JWwq 0 • (0), 4 %\ C ity of Tukwila John W. Rants, Mayor (1 ; o q r � - Department of Public Works Ross A. Earnst, P. E•, Director 1908 - NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: r PUBLIC WORKS ENGINEERING DATE: February 16, 1996 SUBJECT: Group Health (Riverton Operations Center Phase III) 12400 East Marginal Way S. . Project No.: P95 -0033 Plan Check No.: B95 -0426 Activity Nos.: PW96 -0016 Contact Person: Mr. Marinus Both '> Phone No.: (206) 881 -0100 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON February 16,1996: PERMIT FED PW96 -0016 Fire Loop (Double Detector Check Valve) 25.00 Total: $25.00 Two copies of the confirmed Utility Permit Application Form with a set of plans are attached for inclusion in the permit file. JJS /mv Attachments a/s cf: PW Utilities Inspector (w /copy of application/plans) Development File(w /copy of application/plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 • !=IPE 1.‘:.:4 ....:. ( . .- . Permtt No: ';'496-Gel e. C. Issued: 02,'21. Status: ISSUED Approval Lerter: 00/00/0000 . ' Project: GROUP HEALTH Expires: 08/19/1996 . Site Address: 12400 EAST MARGINAL WY S Location: 12400 EAST MARGINAL WY S Parcel 1: 734060-0480 Watercourse: Wetlands: • Slopes: Y Sewer: VAL VUE Water: 125 ontractor License No NANT GROUP HEALTH COOPERATIVE _ _.............__ . Phone: (206)448-4699 JIM DOUMA PROPERTY mGmT7C52I.TilACIts..t;:2sEArrLE WA 98121 NER GROUP HEALTH COOPERATIVE - -------' :::-:,..,P.hone: (206)443-4699 JIM DOUMA PROPERT5:::MtMT,„521 WALL: ST, StTTIE: 98121 . NTRACTOR WESTERN STATES''FIRE,,PROTECTiON /..,',, , Ottb00';:. 206.331.0100 7102 130TH AVE NE SUITE.A105. W4/98052 TACT MARINUS ,., ,y..,. ,.• ;:: :/Phone:26.6_381.0100 WESTERNS,TATES'FIREPROTEC:710180TH M 9u052 0 . * * * *i***AAA,44**46.41,ika.4.6 : 4,,,40,.4,444,"44 4 ., ,, ***44A-024,,Aki.0.4*, , 44 , 4 ,,, .44*-4 , . •.:•;.• .!-, -.' .. 4 ., , i; , ., • 4 k. 6' \4, '''' " t-: : • • ��; , .:yxw. lrTN t TtSRY. Lb3A' MY1 IAt�sYntnsrrn ..w�.�..............___... ..... .._. .. ......,..r_..... •..... .' V It � ... ; r I T OF Tlif...WILA A.ddr'e .s: 12400 EAST MARGINAL WY S Permit No: PW96 -0016 Suite: Tenant: GROUP HEALTH COOPERATIVE Status:: ISSUED Type: P'W -FLH A p p l i e d : 02/02/1996 Parcel # :. 734060 -0481 Issued: 02/21/1996 •k •4 ' - 4 * ' k - 4 '4 •4 ' - 4 4 ' 4 * •4 •4 '4 ' ' ' - ' 4 '4 '4 '4 4 4 4 4 '4 * 4 4 4 4 4 ; 4 ' 4 •4 ' 4 ' '4 * '4 .4 '4 - ' 4 ' 'k :k 4.4 **44 4 tk 4 4 -44****** Alf.*** Permit Conditions. ' n 4 .1s t' C. t, e f., r . E •t "k i Kt 'V' .. s 3 N,. f4' / ' L� r .- p s C 1' ,.. 'I _ .f sr 6 L . ; \i 11:\ :i t • , ` %J ,,.t .' • 4; i }• N t ft '',"-t ' t tit F i ";i { >' 4 :� a i . r :i ?' ' t ./ 4 . .. '' } I r "'`v13.. `'' it I.'. C . 5 r iF.` �\iIt7 r: 4 . 1 O • 't i J " ! - .: if: t 7 1 i j • (l .. L. r,:.;,,tksddir ,: . ;itt i 1j 1 j .. l , rr - ' ' 4 . ... ., ..r•r • • • • . ter — • ►- City f Tukwila John W. Rants, Mayor -1 , Y . o / 45 ' i _ = Department of Public Works � �� *;. p f RossA.•Eamst, P. E., Director X908 _� • • NOTIFICATION TO RECIPIENTS OF • • PUBLIC WORKS IIT:;LITY PERMITS All Public Works utility permits have a standard requirement listed on the first sheet: "THE APPLICANT MOST NOTIFY 'lilt; CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 - 0179." • This is being emphasized.and brought to your attention due to an increasing number of developments :where this action is not occurring. In some cases, construction has not been completed in • accordance with permit conditions and City standards. In situations where required notification has not been given to the City Inspector; the developer is proceeding 'at his own risk and may be required to remove and replace nonconforming construction. You are urged to review each permit and set of approved plans thoroughly and comply with any conditions• or requirements stipulated. • . For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITIES INSPECTOR, GREG VILLANLJEVA, WHO CAN BE REACHED AT THE 433 -0179 NUMBER. Your cooperation in this matter is required and appreciated. • • • • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 = , - J< ►' :.wqs. City of Tub •ila . Appnr "-in 1 Po� 3' &.. �' . t '' tii . Central Permit System - Engineering Division r ..., 1,* lc) a I -I 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 + r7 - t' -'2�0 Phone: (206) 433.0179 � i/ 1wi2 /9oa . - -- U TIL ITY PERMIT APPLICATIO Q%'001 PROJECT `. :: :. : Site Address: I2 - 00 8 i -7 /) 1'6' iA-//3C i:J y .5 ;74;-( INFORMATION Name of Project: 7 2' LA 2V 0A.) u,•cL• - 2r9rr:0 /u," c' - ,-0.:-e.----)._ 5 /// Property Owner: Cv?OQt /: -e� 9c Q'-t' CO-',.'7')c7/i4 Phone No.: - - ( 6 - 2 3 S5 Street Address: S 2 / 6..1. S' ✓. City /State/Zip: SE/3 vo_ , u.? J(212/ Engineer: fir= -r ✓'r= 2'v G/ v �.,T 1: /7l' ( /20S6 Cc'Oti Phone No.: 60 - 0(00 Street Address: 710 2 16no G="' / ur /V. c7. -- -rol /1 /05 City / State/Zip: <RF - ,,to . J1 . Contractor: /-J._ r7i ' ?ti -J'cr G5-.f x/'2'5 I 0 0 i 0&J Phone No.: (LP/ - 0100 Street Address: 7102 /c90 ry /3V AJ. Z - -r 'O y'-E: (-) h0 s City /State /Zip: /26'/OO -0, c//9 '005'2 King Cty Assessor Acct #: 7 - 060 04d0 • CO Contractor's License #:4164 1360 -' Exp. Date: 12/ / 3 .......... ..:.....::;.:::::...;::... > PERMITS '> ; ❑ Channelization /Striping /Signing ❑ Sewer Main Extension ❑Private ❑ Public REQUESTED ❑ Curb Cut/Access /Sidewalk DACvA ❑ Storm Drainage E Fire Loop /Hydr. (main to vault) - . 1 ❑ Street Use 7 ❑ Flood Zone Control ❑ Water Main Extension ❑Private Cl Public ��� - ( ?� ( ❑ Hauling ❑ Water Meter / Exempt: - No.: _ Sizes: '2 ir ❑ Land Altering cubic y aRECEIVED Deduct ❑ Water Only El ❑ Landscape Irrigation ❑ Water Meter / Permanent - No.: _ Sizes ❑ Moving an Oversized Load JAN 311996 ❑ Water Meter/ Temporary:- No.: —_ Sizes: Est. start/end times: Estimated quantity: Date: TU KW I LA Schedule: ❑ Sanitary Side Sewer- No.: PUBLIC WORKS ❑ Other: 'WATER METER ;< : Name: 6'?( ��- �9C1 %( / .1OS /yr'Ur &1_)0:14,3-- 671 Phone No.: -mot a 6' - 235.5 DEPOSIT / < ?; - ' :?: REFUND /BILLING Street Address: -5'2/ &)6)ec J City /State /Zip: 7 6 0-7 5cf12' ::MONTHLY ;:;`:;:':c Name: C.? 061 L< 7cv " /ram i ✓._ u5t,)�C /4).9 i) Phone No -i-d - 235S' "BILLINGS TO `> :: Street Address: .S 7 ( 1...F -t1( City /State /Zip: s'� -9,7;w , 11'7 s6/2/ ❑ Water ❑ Sewer ❑ Metro ❑ Standby RECEIVED . RECEIVED ■ DESCRIPTION PROJECT : ❑ Sing /e- Family Residential ,AN 1a P JAN 1 1996 ❑ Multiple Family Dwelling CI Hotel ❑ Duplex [:3 Apartments nn Other: No. of Units: El Motel ❑Triplex ❑ Condominiums IT CENTER RMIT CENTER ® CommerciaVIndustrial Ei Office ® Warehouse ❑ Church ❑ School /College /University ❑ Retail ❑ Manufacturing ❑ Hospital ® Other: e.�0/// /-'Y?• -2, )CY El New Building ® Remodel/ Square footage of original building space: 2 70 .9'3 7 M1$CELLANEOUS:' Square Addition ;INFORMATION Footage: Square footage of additional building space: dOQ.rsa King County Assessors valuation of existing structures: $ Valuation of work to be done: $ 1 2, C.)00. - I HEREBY iCERTIFY THAT I .HA VE ,R : D . l ' AP )LICATION AND KNOW: THE. SAME ; TO BE TRUE AND: CORRECT.` Applicant /Authorized � Contact Person /-) /7 f/u✓ J �� 7 - e A. -n Si.n, ur-: print name): Print Name: P A-I 01 0DRe-r Address: 7/02 /6'0 =" '91A-57: AI % - Iv' F. 6 /0 Date: 01 / 3l / 56 Phone: 0/3 Qi7CAJ0, (.A Jc 2 Phone: cV/ - 0 00 Date Application Accepted: 1 .3 1 • 9 6 0 • Date Application Expires: 8 . 96 04/22/92 .... N - .g ) A 6 �r Cl of l u� John W. Rants, Mayor aye f = Fire Department Thomas P. Keefe, Fire Chief 1908 TLJKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit N• g V 'o 7)/1\/ Project Name ( 7 E; 4 7/ 1. Address /241"C)() f i , S • Suite # \J , Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: ---5 Fire Alarm: Hood & Duct: Halon: Monitor: H . Pre -Fire: Permits: FL (Ai D N? 9/ (ped r4 e4) . 1 ` Aut orized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone. (206) 575.4404 • Fax: (206) 575.4439 ..., (� .' GENERA 42.00 •a• k• A1** k**.k** A*!►'•!* k**: 1k**c l* A* t1* k*• A• k* dt*• k*• A *ithIlk•k * *k- *k*4•**111s1!k *+ TOTAL 42.00 CLTY OF TUKWIL(. NO TRANSMIT CASH 42.00 t **•A *•k **'k * *k** * * * * ** * A *1 *A''i *A*** *ilki. #*•k ** *•kit *k* A *** CHANGE. 0.00 TRANSMIT Number: 9600 Amount: 4:2.04 04/1,1/9f:111A 4550A000 14 :53 Pavment Method: CASH Notation: LEASE: CRUTC:HLR ]'.nit: S ►..ii Permit No: 1395• Type: B- BLDG BUILDING PEE`.hi]:T Parcel No: 734010• -0480 Site !address: 12400 CASs MARGINAL WY r Total Fees: 1 8.123.41 This Payment 42.00 Total ALL Pmts: 18.123.41 Balance: .00 *•h•**•A I ** 44olk* * *** A***•ktl*A**•h k*•kA *** ilk ** kA AA k*A** ****** ****A kti4 k* *+l Account Code Description Amount •000,/ 1 2.100 BUILDING - WOT11ES 42.00 • i ))■ . • • GENERA 42.00 . t*.4.**'N****/cAlt**:‘ Ir*A ?<*k..t.*Alivt***k*Alt,t4e**k*Nli—A—A TOTAL 42.00 CASH 42.00 C I T CI 1 T U V Wi 1.. A . 14 A I It 4 N ci N CHANGE 0.00 4/091 t) .123 4440000 0852 1P(INt'itc13:T Nttmb 36, er: '003940 Aott mnt: 42.00 04109/ 1)ayinent, Method: CASH Notat ion: !Ai:AS': CRUTCHER Ir) it : 6141 Ilermit No 1195'.-0426 Type: 8 -BLDG BIJILDING Pats cel Na : 73406(Y-0480 S it Adtiresis: 12400 EAST MARt;IN(41. NY S Total I' eet . 18.081.41. This p.p incnt 42 . 00 fo1 ALL t s : 18 . 81 . 41 II I at rt e . 00 kA—A itle**hirits***.kfr*.re* 7 ***It IrIcAqr.1,4e4r4 h•k*.k.4:**1 A *******Ir tr***A** ACCOurit Cade t)et.:on i pt i on flmattnt 000.'322 . 1.00 BUILDING NONRF'' -- • ' • , • • ' ' • , " . . . , GENERA 10930.25 A*4***4********A *A A.04.—A**A-k*A—h4**.A k • TOTAL. 10930..25 CITY OF TUKWILA, WA 11f1L0 TRANSMIT CHECK 10930.25 ******4 A*4 ,k• • .k* .;;WA**,%***,ko.A CHANGE 0.00 TRANSMIT Number : 9,00 0 3 6.7 7 Amount: 1 0, 930.25 02/21 /Q..1 2 .11 6 . 3P3 2881A000 15:52 Payment Method , CHECK Notation: GROUP HEALTH nit: KOP _ ,Permit No: 095-0426 Type: B-BLDG BUILDING PERMIT Parcel No: 734060 -04B0 Site Addres: 12400 EAST MARGINAL WY S Total Fees: 18 This Payment 10,930.25 Total ALL Pmts: 1E1,039.41 Balance: .00 Account Code Description Amount 000/322.100 BUILDING - NONRES 10,930.25 . • GENERA 25.00 TOTAL 25.00 ***4—kir•Jc•A4—Aqsk•Ait•At•A•A-hir•A •A• le• • •k•lt•kA•Aietick-Aft•A•k•k/c**.kir•A•4*.A*A•A•A•lc—kkAA*A•k* CASH 25.00 CITY OF TUKWILA,14A 0', (40110 TRANSMIT CHANGE 0.00 •AA.A•ir•A•toric•A* p21.e.46 )23 2882A000 15:52 TRANSMIT Number: 96003678 Amount: 25.00 02/21/:)b Payment Method: CASH Notation: GROUP HEALTH Init: CP -Permit No: PW96 -0016 Type: PW-FLH FIRE LOOP/HYDRANT Parcel No: 734060-0480 • Site Address: 12400 EAST MARGINAL WY S Location: 12400 EAST MARGINAL WY S Total Fees: 23.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 1,*,N**, Account Code Description Amoun 000/345.830 PLAN CHECK - UTILITY 10.00 • 401/342.400 INSP FEE - FLH/LI/WME 15.00 . • • • • • •.''' 0 (Z q,b I 14 0 i1/44 fi* k** k* AlkitiF fi * *0.*4* * **A•*k .A*A k *4 it * * ***11.4•kA *ek *1• * >tk A *•A*14— Ah *•kir C I fY. oF TU K W ILf WA" (5q • � � f R((48 14z r *Air:Ak #h* * * >F *4 k* *•k1 *,k *> i� t k * * k i.•kk•4 —klk• •k :4A *It'AkAk� *A'* r I.*k *it .'fRANSt4IT Number: 94003426. Amount: 4.50 12/29" 15::31 Payment Method: CHECK Notation: GROUP : 11Et1L.TFI T.riit: SI:EI Per mitNo: B95-0426 Type: E1. BLDG BUILDING PERMIT Parcel No:. 734060 -0.480 S i t e Address :... 1.2400 EAST hiARGINAI. WY '8 total : Fees: 111.039.41 s Payment 4.50 Total ALL Pinta: 7 E3 a l ante : 1 w93t). 25 •, vicA** * *A * *` A ick46•kl∎Airir** ** *itil•tt•k> *,•,******. t* fi*• kAit 'rA'k *st•k>I•t4ro..k** *41** Account Code Descr.i pt ion Amount 000/386.904 STATE BUILDING SURCHARGE 4.50 .'. .. , t�rr .. Sa.�t ".;.•ra: • • • • I • • E r 1 1 !/. GENERA . I ' 7104.66', *t '' k. s tk * *s•k><.**A71 •st *_ks1A•s4 *s4 *** std•* k* r4.4• s1* sl* ot** 4- *sl* *94 *kstA• *n *•4s4*•* *•**sl ** GENERA 4.50' , • (CITY OF TU .t.LA. WA aUp�� TRANSMIT TOTAL 7109. i6 • **• * *a ** * A..4.l*AA* *AA.A *•k *`i 4 .•kkhksl'►ts1*• *sls4k 11AA * * ** * *�A * **A*.A*4kst* CHEC 710916 . ' •TRI..NSMI•f Nuinhe.r: '400,3425 Amount: 7.10.4.. 12%2:x!g aba CHANGE 0 : 0D • Payment Method: CHECK Notation: GROUP HCALTH Ini 'x`11 2a :14.90A000 i6 0 ` Permit No: 035 °0426 Type: U- CLOG OUl:LOING PERMIT Parcel No 734060- . ..Sit.e Address: •12400 EAST MARGINAL WY S .. . Total r�ac �: 18 O3'i.41 This Payment 7.104.66 Total ALL Pmts -: 7 •,; . Balance: 10,934.7.5 . *' AA* k d•* * *>+ *•1 *A•** * * * *A *s1 *'A ** *'h *4 k* * *** * *'st * *'k* ** * *s1 *. *** *** *.* ..face•ount Code Desri: i pt i on Amount - u . 000.(345..83.0 PLAN CHECK — NONPES 7.104.6E • ,,, . �..� :.3" +�1rY: :""4"1 ^•L'�xM.wa.��w.s�w +wry.. •«— ...........,... .�w..� - -..— . . .r.w.vwwwM+4MYOfitl ".�.' TJYS'vw"JlY{: •..' . taw INSPECTION RECORD (J Retain a copy with permit S INSPECTI N NO. PERMIT NO. CITY O0 TUKWILA BUILDING DIVISION ' , 6300 Southcenter Blvd., #100, Tukwila, WA 98 : jr r . - c 670 :i Project: Type of inspecti -' 0 0 lil ri rt& 1. !! Address: MM Date called: = W D I. 1. i��ti.'l Special instructions: Date wanted: _ ,� , _ ' • ' Requester: ,P Phone No.: a Approved per applicable codes. I I Corrections required prior to approval. CO MENTS: C.) judo!) .‘ • • • k. { A j Q — ___.-- --------..”,..........v.,111, ..b masAiga 0 45 . \ (110 4,...17) ' INSPECTIO RECORD , Retain a copy with permit ai6 - lip INSPECTION N ID . • PERMIT NO. 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A (206) 431-3670 - iv I. 1, 4 / w — , • Project6 r ;I I i T ype of insoecti ••• • b . ..., I eALT1-1 M. I Occupq Addt ses : Date called: .. 120'400 FAQ PARAY4A ila Y$ (- 16 Special instructions: Date wanted;.-- - 17- % Re r 2e quest - / .-: -,...• s4.- -- tiA 4 c4), 44 A Y MI6/it- Phone ) , Lto i ..' i X Approved per applicable codes. I I Corrections required prior to approval. .'•. : COMMENTS: . ', •,', _ , • s. : ,,... , • ', ,•:. 1. . .' . . r ?,.. . , " ... • r ------------ . ',, ; , . : ''. , ::::;•'. r ' '.,;' - L nspector: '.: Date: s/746 fl $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: Date: .... — .•:'''':'''''"',',` ';,,,., ' ' `., ' : •■ , - ''' ''' ''''' ' .. ._ .:..A..:.. ,,;... -- *.1 INSPECTION RECORD 0 .fl Retain a copy with permit 59G INSPECTION NO. , PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 L 4' (206) 431-3670 . Projeot: tingP )4 6104■11/ Type ofOtecit ciectcpq • Ad ress: Date called: 1 i d b rier fryeadAt tit S 6 - ILI - 9(4 Special instructions: Date want • , et a.m. A Requeete AticjiL to t:AW;-em.--.FLeis6e. Phone N gs, 4 1 g .... 6 Approved per applicable codes. KI Corrections required prior to approval. COMMENTS: ejA6LA..........4,..Ac, : ft - ti.- C &-(kA 0(0,- 154.10 ll& STILk... AiZ , . . , ............:-1> r • - , 2 kr. U.. % L • ■ ,..1" s Ar(IECKc._AAQ . , 80 CM • , 3 5, p„ elnAD., S 1),) 1.4 I\ -1...A., d 1-. EDE (z % IN) .. ,.., . onrsi cc-o-24 Dog_ A I 1 4. Il L Ii■■ 11 ...a P .. ' A • Al. I. IL .1 •_._ III s I N , .Z , , 'el .■ ' ' / a • 70 Date: 1 I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must I•,.. I, . . , ,' : be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , : Receipt No Date • ' :7' G■st..t^ Pt.V .: et_'_' t• 4,4 'k}' 6 •'' , .+.4 4 10..... s ...... ., wt „ AZ, ''' ,... ' ' '• • ■ -' ' ' ' ' ' • ' _s.. .: • : ... ....:. ............._......�. _ - ,- „;.w+x...,a'::.nr ' ... ti.t:,3.4 x:,...s ^.....rya::...;.Y:4E . EMI INSP TION RECORD Retain a copy with permit ‘ 5- oLl - r INSPEC ON NO. PERMIT NO. I; CITY OF TUKWILA BUILDING DIVISION r . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 j ” (206) 431 -3670 ; r p . ` Projec • Type of inspection: it. 0 us p • ( dd ess: Date called: I'% 74t)t) r ASTNAEfa /N . vsi< 5 -Ili -G pecial instructions: Date wanted: 4 j Requesters ^v / M c 0 L. l er _ { ffifigirocy Phone N 1 Ff 1- (g — 4o 175 4 Approved:per applicable codes. I Corrections required prior to approval. . • COMMENTS: . '\ 1/ C^yivflr (PAIR.. 6E U, fL{+aVert.: K4 fl.41 ,f v,R,, AL: 0 to Tu4 •13a v∎ — s . Z 7-,44 k''s1" co/44,dg_ O nl 7 , ', v4.' - 51` 5+9E. G t ; -- CtsztAc - %N., - 11IA 1 -i ' WA RivesAcl Pg.vre ZTt) A A.Gr A(ZcYi . ALA ( ) .DcS6 CAPS VC 1)C.1 I t 0 0 l ^1crT' Wl•ao4■:` A (4t CJ1cP. Rz,uL,1Tt , ; . Inspector: W4, , 31,-- S-/3 -9'6 Date• E $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No Date: _ M1 ...-.. k' L?_7NkMa.:'•:taiskt Yk,Aifi LL'F.fk: fill ne iV .SA:'W flue,' 1L:'91;Z ;2,?-' r. :.!'L .... . ........ ..,•.., ..-: INSPECTION RECORD r:� 1. Retain a copy with permit ::'1 ' 2 . IN PECTIN °• . 'ERMITNO. Fx' CITY OF TUKWILA BUILDING DIVISION � ^ fi, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 v., (206) 431 -3670 ^ r t ` :; t , Project Type of inspectio l • Y : ' IJ I � � / I a Address: ' Date called: c Special instructions: Date wanted: a.m. ; a lii) --- dp -- , Requester: I• Phone No.: ,.. i J d i Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: P) m.1, . I • _ . r•` / .1-'1 , r j 3, I. ll • , : � + tit1:24 1,;..S a::::; ;.�u+.L`.:!±:..1.1sJilvts,,.... .,....•.......,...._..........-..,.,. ....**...«..., own.. a,. u •.•o..,v,u.,..w.m+.n..,.,.w:•,. 7 INSPECTION RECORD (2)& Retain a.copy with permit =' INSPECTION NO. PERMIT NO. 1 CITY OF TUKWILA BUILDING DIVISION : : 6300 Southcenter Blvd., #100, Tukwila, WA 9818 206) 431 -3670 ; : ; Project: Type of inspection: Address: Date called: i. Special instructions: Date wanted: a.m. fir cii, S• Requester 61...4 Phone No.:. a; i n Approved per applicable codes.}- Corrections required prior to approval. 'r r. COMMENTS: • J Ci !Li t 4 p pag-- .11a0 (L8 S u M1-o u NV i ■36; !nM r 1ASE - - t' c`ii..�,c a r(- l /ail /7')G j M�cN. / AA,m)? • " Or/t -- l/�rn t" n / C wiz Ea ►'n A T WOOL z) C:A it-tt, Ua ti- iirsdiL.P TO b Pit CA 4 -- -` yr I LA !L-_. JD w, Tula 2-3 �,,., ,..) C ,,- 3. , Inspector: NIP ���,.3. gate: I 1/4.4 F I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [ ReceiPt No.: Date: ' ' • INSPECTION RECORD _ ° Retain a co with permit copy Pe INS . , PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southceriter Blvd., #100, Tukwila, WA 9818:',4i r (206) 431 -3670 . Project: / Type of i • ion: C? rI' c.--• ...• / e . e► OA ' d Address: '''I Date ca ed: Special instructions: Date wanted: � .- a -. Requester: Phone No.: Approved per applicable codes. , ►�� Corrections required to a � I PP P PP � � q � P • approval. % COMMENTS: f r,: _ , f! ' • };c J 1 r ;f . .. . IEKG. ::I' =»: 4m.n. A. ¢ r • F INSPECTION RECORD Retain a copy with perm - �(.a (G / ' : INSPECTION NO.. PERMIT NO. .j CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: t ow -Qta.1-k-h Type of inspection: ' 1 f'. Address: I L4m E. ^'k � called: .►rte ` Special instructions: W ! Date wanted. a.m. P.m. R,) qb oot b em. Loop Requester: do lDka. IDth2C,dct C.h C,K Phone No.: (f Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: �. . • INSPECTION RECORD ,` Retain a copy with permit 39 � INSPECTION O PE - 1 T NO. CITY OF TUKWILA BUILDING DIVISION ' k. • 6300 Southcenter Blvd., #100, Tukwila, WA 9818: ''\‘ \ (206) 431 -3670 y . Project:/-7 . a /y/.��• Type of inspect on:///// //� t' co - T / �Y /� V o f Address: Date called: _ : F,' t m ^, i . P } ; Special instructions: .. � ate 'wanted. �' ' `" .m. ,�.`. Requester N 4 L ' k: t Phone No.: 2 .41 ti 4' n Approved per applicable codes. Corrections.required prior to approval. • COMMENTS: r n , C� 7:;-• a c.,c�, 2.." igiesnA_ ae,lie /4.- 7 , :,_ ___ r'.4.44.4 - 77 4 ? 1-- . , . 44 ! .( •.1:.:. .+......:.i4:..:.....„,..,.- e.YUV aerw.-.......+..-....+.- w+ •.Y.- INSPECTION RECORD 0 Retain a copy with permit 15 5 - • 2 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION N , >" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �� (206) 431 -3670 f . Project,r Type of insp ctio • Cl wur H I A LT- 0c P � ` - - {: �d ess: I-T / vol Date called: i i _ i. Special instructions: Date wanted. r 4j -� -�� pm k: Requesterl M iCWLi0 ,. Se. Phone No `g ` y,d i; . PM. PEA 18 , ,. Approved per applicable codes. ( 1 Corrections required prior to approval. t. `' COMMENTS: _, V P11. - A t_ rH mT A2614 q:;012 At) (�cwr, -N .- 1 - 0 S' Ptt4 N kl4-- 14 , n) ! Celt -Marti 0 A.-.- d o uTW pertJ o f 2. . Sc3it C.Y OicAh►.*?cUt- oti S. . fA�ti. of O evair D 1w.1 NttaG c,.P. v; vi lc, 10 ni.otA.r dFI.1c( (: ibt‘i' i rbU i NTO .s'� j"hJ /af t. Tt 14 Ai dccc.PAIJci fro IA_ 6e . N ►-i6 tA. to J r 7, t(.4- k A -A-- (�. / 4 � � Gj't o � �("t�s 7 � " ' : [ lnsector sa_ Date: 57:79 (,) . ...a;:i.:ie.....:....4 . ,... . - 0 INSPECTION RECORD .:. Retain a copy with permit , IN • E ON NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 431-3670 •=, Project: 6 11.4tA.., Niz?..40:114 Type of inspection:__ r , -,- ..: LS G RTi#3G ' LC J Address: 6 ., Date called: . ,, ....( 11,- Yrvn • 4 1- Special instructions: Date wanted: I f 7 . 3 n 7 i i .-- / --: Requester: .. .!- Phone No.: :., , DAll Approved per applicable codes. I I Corrections required prior to approval. , '..: C • MENTS: . ' ".: • 1.'.. .-. 4 P!!' (' •,:, k. ■,i' A.. q' ..., LI. ' ': ; ,. . , :', '':". ' '- .`.--'''..: ■ : '-, . ' . ' „' ..)' Inspector: Date: 5 i g I 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: , va :.,,, ":::::.;•.1.2.W.:7.s' ... , .en *...,.. ...,..---- - ........ v v<um rn:.:. se.. .- :as:rscecCS,:^zw- mlcatr,sutst xolotiaCI AVar Ziedtq'... .S INSPECTION RECORD Retain a copy with permit 13 042 INSPECTION NO, PERMIT NO. a CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 `� (206) 431 -3670 s Project�� p ,1E ,� ,� Type of inspection:,! / ei i e, ` s• t -ro Gam- MAgliim4G t+►yS Date called: 30 -cita Z Special instructions: Date wants G 1 a. ` p t to p,m m. . g : Requester: tom / , A ' � Li h , /v` � ' Phone No, : ( k ,_ Liu g Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: 4 ' , N F-I LA-- d t= Ga ML,.flO R.__ 12_ G NTS n 'Li fJ E' � t !L1 7.0 C'� • . `F , • '' ^ _ . C - INSPECTION RECORD l'. , ...„: : . 1 --- Retain a copy with permit bo 1 c, •••••0 4.7 INSPECTION NO. PERMIT NO. ..., CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ir■ (206) 431-3670 ... Projec • Type of inspection i (.1 At• — -_,..-/ Ada _40 . 4 Q. Address Date called: /WOO P,? 44c 6 e4 at Special instructions: Date wanted:. . Requester: .; ..:4• ..... Phone No.: / ..; - I I Appriwed per applicable codes. g Corrections required prior to approval. t ;- COMMENTS: , C 44# S5 / %-2-7 C I ...- 1 - i 464-e:1 il it2e. .-.4..t..44720-5 /V ii- 0 ti g ce,-46 V , 41tY At ., I t ..0, g ....... --- • iA V k f.■ t ' , t . ... .. ■ . , , ' , .‘ ;,' ' , • *, Inspector: Date: y , , , • . _ .., „.,.., , [ I $42.00 REINSPECT • N FEE REQUIRED. Prior to Inspection, fee must • , . ., ., be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , [Receipt No.: Date: .. _.• — ... .. .. .- ... . - ' , ' , MOM INSPECTION RECORD ( ,.„6 ._ min Vt ,,, 111 Retain a copy with permit INSPE TI' NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pip- (206) 431-3670 Project:r Type of inspection: (Irwp i-kerMfh • CRilior Coup) Address: Date called: 4 -..03 a rylar ...., ..:,.,......„...; Special instructions: m ■,) Date wanted: q _5 ,..,q 0 :,.., Requester: ,.., ..... Phone No.: —e .---',.... C\245, POIS :•:".;J, .: ., Appilpved per applicable codes. I • I Corrections required prior to approval. • C • MMENTS: C-ge 4 -1.e. , .:, ,,, "4 . : '.•,.. , ' , - - , ;- ;.: .., , , . , Receipt No.: Date: - ..., _ • .„,,,.....4,:'4. ..4?: ,- . R.: ,4.-.. ,..4 r.I. •J . .40. , -I . • a....•••, . -. „ _ . , . ..u. arse.+, e..........,... ...— ...........,.... »,._ ...... .. .. ...+.......- . -. . _ - ___.___.... INSPECTION RECORD Zi Retain a copy with permit - S - b Z(p INSPECTION NO. PERMIT N • . CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: Type of inspection: GZ uP A LT (A/Au— IPT"31ET1+4T7 • syJS Address: Date called: Special instructions: v Date wanted: a Lt , ?A-R� Requester: K Phone No.: [� Approved per applicable codes. Corrections required prior to a l. PP P PP I I q P PP rova COMMENTS: 2,4 lt— I 11 Amos rnc,wr IARAZA 0.41•e9 wJ 6 f, TU1 St 19. z) o Pn 04 L A,PzA (t{L„,: t- (v ' • � � Inspector: � J� Date I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • [ReceiPt No.: Date: ... u:".: .; +wv .,.u•a.M.e ...e<...wa=.. , ..- o:..:a:er.o.. 7rc:,rtri s. - , ..,;cn,:.a: us _ . <_..w..:;a:::w::L:>>.r...x..v ...1v. "F.:i6'tL..'y .i•TtY.iM::'S- pi.5- `:.". :::✓.:- sv:9'- fil INSPECTION RECORD J Retain a copy with permit -{420 _ ' I SPECTI • NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila; WA 98188 ; (206) 431 - 3670 :: : Project: n L Type of Inch d r OD Eli A/ti l/1 AL- look Date called: 4_ p ecial instructions: Date wants a.m ; w' 2(0 - �� p.m. Requester• 1 AA INCA 6 1 Phone N [44 Approved per applicable codes. Wil Corrections required prior to approval. : - COMMENTS: , , - I) C,E1 .(LA C.1 A IP PA.:mt - 9 01 2._ FLoUtL_. ,,J : ANA o,�S wi a w. i A e. A . It... 71 Lc (..)' - Aw*. �vk-i-A„ wA>k. cL..- rr4SP.'c.i 14) r4 or- ells . cA u uu a G ctr— ftl 2 .062,r- ICI LAN S , C 7* 0• - 1 W 'fl NYS . z) p PPica L—a i (C n.a1 t"-Rmr a.-- p. P(G�,h� Oc G11 '` f. tL&.. ' Ann , r 1 p t4 o, k._._. e tic) fr- STrLu TS r r, - ,8.4 w,J 1 c �a ("g /..ert E / v8 , ` . tom-- -- - • 1 INSPECTION RECORD z-4.0 . ti Retain a copy with permit PS -p ` Z(o ' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 ,)? (206) 431 -3670 Project goit.17 .4 FALT1-I Type of insppctioD: I1-/A167 mess: obi MA it1gAL W Date called: L - 23 _96 _9(0 _9I Special instructions:. Date wanted: _ 2 r { 96 ` O a. . Requester: 812,0 t op Phone No U ,V 1.A`t I :IVI . Pc.OA6 2v y FS 1 ■ ;'Approved per applicable codes. (Corrections required prior to approval. ,!, COMMENTS: TM li'1\' + ,q�...S lm A NAC. A'L o Z FMK,.. -: " ' n P i f CA I — Aa - A -- A PPA 1 tio9 6\4 c p RA-- vr1,S wf'it (.3 , vn "i {. a . .. :.Sid:..b:........w.., ..._. >:'C.i.,..:.L.:L:. ,- k,s.., ...o. _....._... _+ .............. ._vrxn m... 1.4 d+;t. v,t.w,:z:,:,,.t. » ie`11.i+ •� Vii;' at. ;. INSPECTION RECORD Retain a copy with permit ItT - Q!4 -Zia INSP N NO. ERMIT NO. CITY OF TUKWILA BUILDING DIVISION __. 1 r 6300 Southcenter Blvd., #100, Tukwila, WA 981:: ..), ' (206) 431 -3670 5? Project ROU 1-I�ALT� -i Type of ins to : Address: Date called: es 17400 P&T 11404 Wt Special instructions: Date wanted:i4 _ z . :3 _ 9( ,,, g 4 t c , Requester: ; , ,, Phone No.:z. ig _ LI0 6 Ti Approved per applicable codes. I I Corrections required prior to approval.'' y; f H. COMMENTS: T si r- 2--7d /.. - z : de-A-2-.7 Moo 42 3 !Vo f'e--ld i /1 i -. 1 f "":„. [.: , Inspector: J I / Date: t„j,�Z3_9 y I $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: L ..., ,--N INSPECTION RECORD -\--/, . Retain a copy with permit e4 -04210 r., INSPECT10 NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION \ ,o& 6300 Southcenter Blvd., #100, Tukwila, WA 98188 AP. (206) 431-3670 Project:6,R p grit\ 04 T : FA5TrAmet ( tivr AtimzeilmAL. lio , Date called: Li _ Ig_9 Special instructions: Date wantedg ICi .. 9 / P.m..,, ,1 Requester:FM m t 1 Ei Phone Nol,A e ... 00 i I Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: j''" Y s .". 71g6d ief /rA. 1 4. re e z4 -z' 7a7.-.7 ' --- - ... 4 / 7 T7 / i f i"7 5 /4 ,(-7' , 1 / 4/ t t , ; / r I "bee e- / Cr - ' t,ri Ci eiV 41,2-,zi ( 6 6 t , /3 A 0 t t. z, ,., )0/r1iS / ID 6. j 0 /. _XS .. 7c7 5, & c,,--, ,47 A^e ,4' ,ii /11. 7 A - 0 7 le.e....1.3.e.... /16.2 f ■Z , . Inspector: ,..-r Date: 7 - 76 r ' , j I $42.00 REINSPEC ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i Receipt No Date: , . t .„: ' q INSPECTION RECORD t .....t b. 0 L icco l3 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION \, 6300 Soutlicenter Blvd., #100, Tukwila, WA 98188 iv■ (206) 431-3670 Project: Ht.ealkh Type of inspection:6 w s L5k(o0p Address: 13 ri)046010. Date called: ti _ b • Special instructions: Date wanted: I a.m. ab INAirtOTOT4 Requester: Phone No.: &14,.6 1 VA Approved per applicable codes. I Corrections required prior to approval. COMMENTS: .• •`:; ' E /,‘ a S AT 1 (. S A 2 13—.1 . . 4 ; -2) 2. F DIAcT ZtAKCI ev.3 C.4_63 k ,:. . _ . . • ,„ • : • ; : • ; '•';;* . • .•• : , Inspector: Date: I , 9(9 s 3 . i $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must ,;;;, „ " , , • • •. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L ieceipt No.: , • . _ .„ _ , ..., . , ,...- .. INSPECTION RECORD r e7 . i'' '..21C 1 ' Retain a copy with pertnit , INSPECTION NO. PERMI NO. CITY OF TUKWILA BUILDING DIVISION i v, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 v (206) 431-3670 Project: icn ,— .2.sia:42 ..Nieox. wi. Type ype of inspection: . • ' - Address: ''•:': Special instructions: Date callec C 1 -: . -11-1 t4C-1 es tk.49 Date wanted: am. '- 44 1 t Requester: i Phone No.: ) . , • -:- COMMENTS: ,.. ....' .,..., 1 ‘-.1 0 e - i - x CA l.— ,p , Lb &A n A / Q 1 ) 7 114"- - : Weit.4 WN.SS' _ . ' f 0 L 1 St• An ,... : . , ' . . '..',.: . '. • ' = • ' ..,.'''. .:. ‘ ' . ' , :... ' ';"...:" ! '' ' ''' '' !::.'- :'. .,.; . I Inspector. . C14- Date: „ 1 ' I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: • ....i...:L•!..7.!..zir.7.: ,,, ..: . ,,,— . • :-. L , ,.! e.. 1 ,,. . ,, . ::: NM INSPECTION RECORD _IA. Retain a copy with permit 0 IN PE TI•N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818:. iv (206) 431-3670 Project6RDa77 i ril Type of inspection: 14 eA C FRAAA I MET Addess d r:_,.. Date called A I izyzb rAsT AAeouainifit 9 h-9(0 .,..„. Special instructions: () 1 S Date wanted4 1 ,)...... ...9 t Requester A 10 4 Li ci ? .',•- , __....................-....._ .. .,. ....., , ,.. . .•:-, t'fil LE.- F.M7,AS--t.: Phone No 24 g - 7 il " I:0 Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: , - '1", 1 El-E iAp iza_A-rn 1 t.‘q — 3 . 2 tAcX .,!....: ....',, SwefoiLl To 02..f (- TTAIS e,,e e,-.5-- Psc-cAN-A .PLA-Viv 61 A OD, -,.... '...;,,, - t- - 64 dA.... 5 v■ 996 0... 12.4)1 5 IA Fl-Ar E - ro (Lsuf- FILI.0--e I 1.1 IN.Ak-Th9 .--, r . , . , Yisc" V 1 g.l,t TN) %1Aps-c-i A W — rk jruit.._ (Ledv-... A k /TAO I NI I.,,S - (Aft 6-4NA- : , i. e . :, • i . -..-"•-''' •"- " .. _: " ' ' . ,:: ,:..„...:. :: , ''' '`, ' ' " ' ' ' • ' ^ - . •* •• , - , . INSPECTION RECORD _I 2 -0 Retain a copy with permit 04-a IN • .' 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818: 1. (206) 431-3670 Project Type of insp "in * a..? itni= 4...12 • i Address: r t4 Special i structions: Date wanted: /5 v/ Requester: MEM Phone No.: ,L r V Approved per applicable codes. r Corrections required prior to approval. C MMENTS: i7/" 74 5 , ocr5 r/: • p .. :( ,/2124 reA__ ..; dak A Inspector:(5.1 AMOINIII Date I I S42.00 REINSPECTION ' EE REQUIRED. Prior to inspection, fee must • , , , be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No Date: 1 s • s 't2t..4145.4.1.)?) • `. f I INSPECTION RECORD .q'' !/Retain a copy with permit ! -f O42.10 INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 \ r 1 1 (206) 431 -3670 , Project6eDu ` / 4 6 _ 4 c Type of pexgn: q ii .. /4 0 Address: Date called: moo EA r Moil/ 4L- W y _9.(z) (o Special instructions: Date wantedLl _ 3_9 b p.m. Requester:`' 1 M i O1 LI & , Phone No.2, t f g „ 1401 •! „ ter ` [Approved per applicable codes. ( . 'I Corrections required prior to approval. E COMMENTS: A r�1,e).- f S T . f -, • 1 i E • C f Inspector: Date: , ( 3 ci� ` I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 1 ”, , '` I ' . • . ! Inspector: /' / Date: 4 3 ) • l t f .i i , . I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: I • , J , . ,. ■ .. tlf.;;;: , L. , :c....2.2 15 2.;.cf. : ....:;:i.1 ., ..C4,...•4-1:!.4t. , .- , c...,......,..c..,.................,,....-............................................ -... -..--. c -- '.:.•-- — Yr.! We. . , .....1 •;;,:;, INSPECTION RECORD i Retain a copy with permit -0t42.1„ 17 ..t 1,:=:. • IN E TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V , t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P + (206) 431-3670 :-.•:': P v Project:1 agcuP i-lEAL-Tf-i p A 6,..r Addcess: Date called: 7 ,: ' ).7"li t DC4 f APAl IM'( S 3 - 2 8-9 Lo Special instructions: Date wanted, i ... c )6 al_n. .? .. (2 ,... Requester AA 1 0 Phone No zit g , :-.• r '.., Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: p ,c;1/ ,..7/ / 47 1- 4/c ,,rz-t /q 0/ 2-4 A- • .:;:. ,,•.;:.-:. ..-.?....:. ' ',.! ` '' ') `'.■ :' r• .- ." •'. 11 I T . J i'l, . . : :„ , , .' . `":"."' ,..........,............, a .. . m.3 b ........_ _ .... i ��, kt 7 67 ci i ti / INSPECTION RECORD , ,t r L . . Retain a copy with permit '. -Q 211 _=� ' INSPECTION NO. PERMIT NO. CITY OF BUILDING DIVISION , 1+ 6300 6 Southcenter Blvd., - , #100, Tukwila, WA 98188 , . � (206) 431 -3670 Pro ect:G 1. 11 taN P ee ! xlezriyikszeli. 8 �. _ A N � ;`L , Address: Date called: Q t I'2 E. /�AeiiNAL wy S 3 - z 1 b Special instructions: Date wanted3 .. .. 2 q _ 9 too ; <; ei Requester: ►�ia�l M (cJ - I c- 1 Phone No. (4 R - 1- 01 < ,. r t ? 35: T ry . [Approved per applicable codes, I I Corrections required prior to approval. { r COMMENTS: L Sf6 ' e n. 4„ ( ,pe „00,/ 2-6.7 ,4:2_ // - 1 . I.t. 1 • , Inspector: Date• . %de . - Z-r� E $42.00 REINSPECTI • ! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: J '{ • ( INSPECTION RECORD 6 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION \ k 6300 Southcenter Blvd., #100, Tukwila, WA 981:: 11' (206) 431-3670 Project:, etIRCUP 14A Type of i&slix::on: IL /4 E-1 12. Actos: Aitecits4AL too s Date called 2 pi Special instructions: Date wante 4 1 Requestez—. KAI A to-i u ; Phone No.: 901g - Approved per applicable codes. I I Corrections required prior to approval. • COMMENTS: pi /#'/7* 1.7 arravv-Al „ ' '`: ; :• ' ' „ ;•!: • Inspector: Date: 2 • $42. REINSPECT! o FEE REQUIRED. Prior tO• inspection, fee must • be paid at 6300 Southcenter Blvd., Suite 100. Call tosChedule reinspection. Receipt No.: Date: ' . , , ' , • NM INSPECTION RECORD Retain a copy with permit &.? INSPE • N NO. PERMIT NO. ' CITY OF TUKWILA BUILDING DIVISION .„ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t A (206) 431-3670 Project: ,--- Type of inspection: Address\ 1.,tc)0 called: nate 1 104 5/ ... 3 _. • Special instructions: Date wanted: P71- Requester: 12 a rn • Phone No.: 0 I Approved per applicable codes. n Corrections required prior to approval. COMMENTS: I r *fr 1' _ • S / el 4 cr •, — ent e-4 • . „ . • Inspector/ Date: I I $42.00 REINSPECT! • FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No Date: • 13 CI INSPECTION RECORD -� f ,�� [ Retain a copy with permit U-t INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818: h, i 1 (206) 431 -3670 Project: T of inspecti 4 , r C)up kPo H h (ru.mi Address:' N 1 M f j � Date called: &3- ,� J Special instructions: �/ Date wanted: r . GqQ P in , Requester: ( • Phone No.: 4- 1-tQi (> Approved per applicable codes. n Corrections required prior to approval. COMMENTS: „ , FA-GO--; ; SNAPS' G, Pte— Noa- c.�;1 APPa -c Q CAA PasA -- *. 18 ,_pA`r�� 2129 9(, .� 1.41c-oa ; '-o NIS `l G — 7 1 i J -1 r G • S . N 1 -S f f-- -S"hkA c. ►J Co±+J''d w 1 T1A S5� = ,`i`.�1 F " 72— , I oseez:rnrt -- ca ►lN6 - APP(L lA 01 L- 1)t1AW1rJCs Nn-C - N c.AT A APP rtavj' : •+ Inspector: I C Date: A i 3 I I $42600 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • I Receipt No Date: INSPECTION RECORD Retain a copy with permit F- -04Z. N PERMIT N0. :' � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i y (206) 431 -3670 Project Rott P ; f � A L T GG77 iT /�t � 1y Type of ins ctio ;:. il d t r i e jo s: FAST MAR-6/ /V AL Date called: 3 15 - C Special instructions: w k'S Date wanted _ 1 g — ` a.m Requester. 7 tam_ IC�' Phone No.: 24 g . tin g [}.Approved per applicable codes. 0 Corrections required prior to approval. . 'L COMMENTS: " Y` r1..0.0151L A9 h.% r 1 . WIA L.. A L I Si Fl.. - Aat rt..■- a P c 0d A (01 6 ( , O O W13 • =r i) INSPECTION RECORD " lir Retain a copy with permit Ic-j - 042.10, IN • - • •. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION % 6300 Southcenter Blvd., #100, Tukwila, WA 9818: 0 (206) 431 -3670 I Project t , ���; r j Type of inspection L 11'' /-4 1('r :F.1241)11/4\ c( . ` dd ess: Date called: _ (; Z' o FAST Matzkiit4AL 3- I -q to Special instructions: i s Date wants • p 9(e, , , Requester: PA1 AMCr - I 1. l &j Phone No.: Z4g Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: • 2 — i&vf- - Ao m Ili • nCeF' c.4 -- c j k wd It-. -- , . y 4 vy, , a G AL,..-.1 G t -■ L, t ,i . , 2- e n-- vr • I n, C.. 2 ot vin Z.- c Iao A l ,ri. f /k► 6 i <, �� rw3 P :,.1. , ., , ., Inspector: - Date: -5 fir 96) 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must >d be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. " Receipt No Date: , `' • gr,"..v:.'.:.,.., -.: w;.".r „:,1„.a�.:Y::tu'y::i1'`'....... ......_:..- .....„.,... ax.......,- :..... - mau....a,„,.. -w.xs .:av „.„- y.•.......:w.... NM INSPECTION RECORD Retain a copy with permit c 00z/ IN P e' NO. 1 PERMIT NO. .: CITY OF TUKWILA BUILDING DIVISION 'ti& 6300 Southcenter Blvd., #100, Tukwila, WA 98188 '' (206) 431 -3670 ' Project Type of in ���” • � s� 4 0 -0 k x l / Datecalled: �,1 _G -, L.'y 1 ` I tD Special instructions: 14 1 s Date wants • a. . s = '' p.m., :.,; Request M M IC�(Li61 - ' Phone No.: 0 . , il ( O,; Approved per applicable codes. ' pp p pp I Corrections required prior to approval. ;; COMMENTS: ,/ /' a{C ,� 0 .7.4.T44 ' 117 1 1 ,9 0 1 . 4 .24 : 11441 ) l':.:. 1 NO k., CS " j C° /3 .-.. GU7.L� Ej . 49 ∎421 , 4 ' ,, • I Inspector: Date: 34 ( —J7 6 • jg �. $42.00 REINSPECTI N FEE REQUIRED. Prior to Inspection, fee must � ?r ; be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I , Receipt No, :. Date: l INSPECTION RECORD Retain a copy with permit b -042 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 - 3670 Project: p FI Type of in do rOU Address: Date called: 76 JNA L 3- Special instructions: (N Y G Date wante -9(0 a.m. Re nester. q Ra( N1 (aIL.ie1 1A PA. Pi r�.-arG Phone No.: 24g o , LI 0 1 ZS I► n Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: 1 a C . ..I I .Y• ?(.C.rN?: {q_S 0.1,w'1s t war ... a.. ..r. l7a_ 4. . ._. .. .... ., .. , ' . , • ucm4r.".+ ' s w... L` r:: ii; 3' 4.':.' Srrts:,'..: fi46. 1Y.: L�: Yait s: 7tvz.+ cwu; rwrp.. wcu:.• xvxva .x+m:r..aw+nb.+.•.n+n•,+._..... ._�_.,•.,.- - -•.• ,...rw,u. . INSPECTION RECORD 05,6*, - Iku- 4 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818; 001 (206) 431 -3670 Project: / � Type of inspection' . C//Q fcr :., Address: // Date called: Special instructions: Date wanted: �/1 96 a.. ,'c?b 32) Requester: Phone No g Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: f �� 4.7 r /-0 LIG , . . F • ..-...v...................-*.......w,"-.....*..swwe-ava:iipw:ixi_; -;.;- 407...‘i ' INSPECTION RECORD (M ILI Retain a copy with permit b l'' ' .0qad Ire .Q. INSPECTION NO. PERMIT NO. IS' ,...:.,„ CITY OF TUKWILA BUILDING DIVISION 1 4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 if..4 (206) 431-3670 t -,- Tolg r Address nt.n3 Project: lir-ct ti-h ;,.... : Date ca 1,al4C0 E.MU3 s S- ci 60 ,i. ,,. Special instructions: Date wanted:— - (C)-61(0 a.m. ,Ifi Or) , Requester: Phone No..a Lei .,,,40 zl. Approved per applicable codes. I Corrections required prior to approval. :.. i CO MENTS: pr r9 sia iL k ipai...14 ( i- V'ea-% — WA L-I—S 1 ....;$ .. , . . 4 z..) ... ,..7 • . , r I. is. ,,- .• ' , .='• , , ' Inspector: li C.I...l.,—.--- - Date: ' r GG . , 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: ..., ... ,„ ..... .... ... ... „............,,a ■:*“.1Li' X .0.L4.ao 45 v ..t L , ... 4 , ' • • _M. 1:3$ ^ d..,;; _t, "s'`s.n;u•:.:_`�ie.�ac >,..:: . .svr •. wxce.; ..v..,.......w................ _•a-surwu+:7:'.:a: �._. . • is INSPECTION RECORD t5 - � Retain a copy with permit -04C INSPECTION NO. ' ERMIT NO. 4 ;'. CITY OF TUKWILA BUILDING DIVISION e 5 6300 Southcenter Blvd.; #100, Tukwila, WA 98188 (206) 431 -3670 Project: /��� r t__� Type of inspect M mug Address: , -(qo Date called: 3 Special instructions: Date wanted: a.m. 80 3 . 3" (o " 9(p Lam'• !°� - r Requester: Phone No.: El Approved per applicable codes. L[ Corrections required prior to approval. ERs COMMENTS: N ,, -a, PaA G�� S . � t `i - ,D i zo Lac C..-P-rtc-9 F 2_ , r 1 Cit I F- I OS AI' ko . • I. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i ' Receipt No Date: • ,,,,.a....,,,,,,,..2.1A.it:IM:: - ZINAY■23.1.472:SWia.k....4114.134.4.-WA , , • g g •:' 1 1 lig • INSPECTION RECORD a r 112. Retain a copy with permit INSPE - rioN .. 'fib -- 1041-6 - AM NO. 4=1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 ;:... Project: 6 rtowe il t _ lacat Type of inspection: 14i waLL i- 2: Address: Date called: ..., - 4 L - / 2*(0 Si • ( (1 -bi , .., r Special instructions: Date wanted: a.m. •-• Requester: ..,, Phone No.: ti, .... . ‘'.• Approved per applicable codes. [I] Corrections required prior to approval. LI, ;.,.,., COMMENTS: f ;GAM' r.\() GE Y11t PAIN)Y■1 1 n (1) z.. ,....,. f: g ..‘ v : r..,,. ,,.. t.. .:. ',.. i. .. ;',.. . . ..., • ., ',:,' ' - -:., ,...! .., '''.'•'-.: :,‘. ' :. '''.. -: :.''.,..„,. ,,,.,. • . 9 _, C INSPECTION RECORD Retain a copy W ith permit - S U 2 � • PY Pe �, > INSPECTION NO. PERMIT NO. 1 t CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 l' 431 -3670 r , Project: � Type of inspect' • n. t j e , ` u-P . f A ra � (pi' , "��- , Address: 2_ • Date called:.: Special instructions: Date wanted: 2/24/,,:i4. Q r rrt' Requester: . Phone No.: Approved per applicable codes. I ; I Corrections required prior to approval. COMMENTS: 0 1 CA l- AREA a ^ 1 , i ;` • ' ` -_ _ ... .2 . .,.ft . we,.+ t P- 7M'+ V..+n... ...,w:P;0.v_!•..i. , .31w .... t.... -. ,. `� . wu :+.:_:: >:.:a:.:1::_'i::.i:: ° i il: :.. :n2.?GttiSfn = utiG S. v.: rrr3JYiu , ysm.:c:*aiswYns,x.wx+v."u,w, nay... x<++ n1w+. w.,-.....««., w,.. u+, wnti�. etirsxnWtaK .^.Y:,rra!:i.'wi.N•ti:.::; H ; re INSPECTION `RECORD Retain a co " with permit SS a y2. (,0 PY INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ■ \ 3 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ii lr l• (206) 431 -3670 ;r ; Project: Type of inspection: i Address: Date called: ? /24o0 C. hi. W1 . 7ACr S;' Special instructions: Date wanted: Z /q6 - . lL� p.m. , Requester: I ? /L p &A�AkAC Phone No.: vvVE�. L q(t�A �Z r- 0 /0 • 2 1 16/9' Fl Approved per applicable codes. [El Corrections required prior to approval. COMMENTS: �+. Hi it µ 1/41: NI CA L. \ 1 - i 1 ' - v+ � s v,.r0 w� - .1os p h\ sc t A G o e._ # - C p_roT eYT &$ ° x .rc n v."<" % A CC c - S �' • 1– • C.6,,..,pLr' 6 gr,IC4 A- Q�L;'3 . ' j, JJ i • S : • k i., • ...,',. . ,4,... : ..,..—. 5..........41...,4:—.Z.1---.1.342...4.......... " ..4 ' 4 " .. ' ea. :` , .., . " • Li . INSPECTION RECORD ,, - Retain a copy with permit t „ INSPECTION NO. PERMIT NO. t 3 CITY 'OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4,‘I 206) 431-3670 t. ., Project: yi Type of inspection: . ,..... ... /7j t raiii/P7( r, Addres7 Date called: 6 _f ?_- • : a e 1144e, 1-2 Sped %.' .2 Date wanted: 3 9 a.m. 4 Requester: A O ., . , . • , ..N.. el Phone No.: ,:, ', r4 Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: -,, , . ■ ail) I: 'I / ‘e k r 1 I , / 4 , t %., ee.,....„ - .. /( ( -3 /41.— c,5A4 t—'7 -I) . - . . ■ , . . I • • Inspector: Date , . ,.. L j $42s00 REINSPECTIO FEE / REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule ieinspection. Receipt No Date: • ;S* -<. •f: 1.•: Y,`t, t.w, . V r , G ,. < N.•. +h:� `A4' ,. :T{ `. 4k.'�., �: VA'WV ,'e1.'3+9 t „„ 4: .� t hi. • COMMUNITY DEVELOPMENT 917 - 134th St. S.W., Suite A -1 • Everett, WA 98204 • (206) 742 -9360 • FAX (206) 745 -1737 • T .---.- ..........--..............,.....--....---....--.....* ..,.-....:-.-......----.......---..............----.......-.-... -........... -........-...--..--......---„-----..,.----......-..:-..,-...... . .„...„..:. .. ......::„....:... • .... ----, rit __ •....:•.. ( ' „__.-. , . . . CITY OF TUKWILA - Address:. 12400 EAST MARGINAL WY S Permit No: 895-0426 Suite: . Tenant: GROUP HEALTH Status: ISSUED Type: B-BLDG Applied: 12/29/1995 Parcel #: 734060-0480 Issued: 02/21/1996 ****************************k**k************P***Ak************* Permit Condition: : • 1, It shall be verified in,wrAtIngtpi,,theiCilty Inspector that thett:7arjdop ft5r contains a Stata11i.Wement approViteector double check valassembly '1',1Iiisi,hall he ona-lOor to !. •,,,,.--,; ., • . the Final InspaCtion. 2. SHOULD GROUP HEALTH AND UE THE'AUXIA(TARLOT4IN THEN,GROUOi5ALTH wq46E RESPbee.I6CVFOR. THE COST TO \\ A PUT THE 40SSWALk,TPAFFIC SIGNK BACK A, INTO il Ui,N .. - . , ,T ••., n \.„:,- ' A AN CT AN CROSS1444ARNING 1 4,IGNAL.% ',,' '<• • 3. At such time the W ' r "unoccupiIpotie9ns of the building -,4'1 & w:l . ,q. , .y '‘,, t Ne I I -;,•.- .0-, N it • • become' coied, a be proOjdedIX at \,,:, , .14,e# 7 # • Yt ShOWV site cantor b m s to the oar 'e pa i ng ord i n Silo e 0 00s \ • r e q iyyt2emen ts,".'' It the -park i nglireqiltir.ament is to be 4: u 1 t d \ in part by the jot ea. Marginal i par0 rnal Wa, then - ,-,, . ,4-9,‘ aneWparking pasement'tllallibe pro0Aalon,,,that lot;', benefiting thaibuj.4dind•Pntba ilest:,i0depf4the streat,... 4 • 4. PRIOR TO FINACSIGNOFF METRO SEWER ..,. USE CERTIFICATION FORM PROCESSING . 5. No CliangevWill be made plans by the 0 . . ....., Architect -,,pr Engineer and B u i l d i n g 1 d ino Di vision., 6. PluMOng permits siia seattt-04, 0 County Department of Public Health: Pjumbing:will be inspaceed: agency, including,":411-: (29647,22). ,...., ,. • , 7. Electrical permits shall be obtk4nedtnr,Ou;4h„tne Washank;;:q ,... State Division of Labor and Induseriasaile,alTelactrical ir:ilf/ _ , work will be Inspected by that agency ;(248,-.i6630Y. 8. All permits, inspection records, and approved plansshal)Z03e available at the job sitaprior to the start of aiy.con.,:,?' structionThese documents'aratobeHmaintainedati'd avail- able until final inspection approval is aranted • 9. All mechanical work shall beuhAer'saparate permissed by . . • •..„. the City of Tuk01a,_, , . . 10. All structural concratehail he special inspected tun - Sec. 306(a)1). 11. All structural welding shaiL:bad.00a:A5y.W.A.B.O. certified . welders and special inspected (UBC - Sec. 306(3)5); 12. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 13. The special inspector' shall submit a final signed report . stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 14, Any new ceiling grid and light fixture installation is reauired to meet lateral bracing requirements for Seismic • • Lone Electrical permit' "Ii 1 l be obtained through Washington • State Division offbor and Industr'ie an allectrical work wi I be inspected by that agency (24t1-6630). 16. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 17. All construction to be done in conformance with approved plans and requirements of the. Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition), ' and Washington State Energy Code (1994 Edition). 13. Notify the City of Tukwila Building Division prior to • placing any concrete. .This ,,proce�iur .,e,, "i s in addition to any • requirements for special ins.CiecCio »:,. 19., Validity of Permit The ,'i`ss lance of a °perri►it''.or: app : ~ova1 of plans, spec.ifica. is pans- r'and ,co,mputat shat "1 :.t7�T;�be con- • �' v � t;a ri.. ti • , , `, strued to be a-;.p °ern i t for ,_, or 0 - 1 ap ova I pt s , any: v�,i,;o l at i oti of any of then pr".ov i i•'ons of 'J the , bu`i 1 d i,ng c.,od�e or• other ord,it� nce of the < ,jut�i diction. `N e r:i�r.• G „ply' ' e ply ' ii i scrmiitu to give autho to u '.late, or c nce al 'the <p,rvvisio »s of hill .'s code shall be,;;val id ,? . ' )' ti ``; �;�: 20 There ahall'l b'e °no ocqupanc of `the' .bu i .l d i ng (.y) un�t,i' the .�i i • final � pec:t i on has' been, � oi» l eted {b.y the Tut'.w irl a "auii l ci i n` + I a o't o r . cx \••, ., • ti.� ` ° 1 VE T I L'4�T I N. 7 i c ' � ,L 2 j , " N 0 REl7UIRECI ; �'FGR AI.L,:.. L ROOMS AND SPA►. E,S ClF, rfYEW OR E40, ':STING •1: 1V CONFORMANCE -;;WITH THE UNIFORM ' BUIL LNG CODE AND ;THE I WA'SH -ING bN STATE VENTILATION A'ND 3' l • INDOOR AIR •WUACITY CODE ; 51w '`L3''"Y Ae `a ` o '.J1 iM..; „ y ..,. ;v...--= ••r^'! ° t ,'.}. � 37' {'� ^..,. .� '``�` �PSe^�3=°"'2YYd'`7,,�� t � ' j �. //� ? t.• M � e ° w. � A.� ja s :Fi73+•tk, CJ ... k of 'v,J'^ } y „+ , a•d y iF'� ; 9 t • y `-�' " � f � �� •s ue ----, Z4,,, • �t v r„ , x + Z itoo ' .. KL..}, �y l.f.. 0.l• � .G'� �.s+'• :ek��✓' . M•. 4 YT '^'•} j:✓! • `1... .r v � y pl • .. .... . ..:... ,..,..... .. -..., ,... ,.. .,.......!'.: .T•n.nvi! ra._..t' Y.t::1.' _. ,y ,ry} 1. !.. T c r. ,. r. n r , x • n ,.A 3 Y>< � .. ... .. ... ..t...e -.v: - • .,. ... ..t • "• +L. r . .. ...., ... ....a ,:+.trig • .Y:..^. +t {.. .,. Y.r..'Yn .arcV. .. ','ke.riRT")n[!D • Swenson Say Fagot I • J� \L� ----- ° ~ 1.' A Structural Engineering Corporation 6 w 1925 Post Alley Seattle, WA 98101 Ph (206) 4436212 .. •• -i •T3R1 Fx (206) 443 -4870 • • F FB 2 _ . 1996 Project Data To Tom Rasnack • • °-- • DATE February 20, 1996 NBBJ 111 South Jackson Street PROJECT ROC Phase III Seattle, WA 98104 Tukwila, WA BF Dan J. Say • Memorandum RE : Enlarging Existing Opening The existing opening along grid A , north of grid 6 is planned to be enlarged approximately 2' -0" in order to allow for access of a mechanical unit. We reviewed this condition and find that the opening may be saw cut an additional two feet without adverse impact to the vertical load carrying capacity of the panel. However, this reduction in size of the adjacent concrete pier does result in overstress of the panel for out -of -plane seismic or wind forces. The north end of the opening must be strongbacked vertically in order to brace the panel adequately. Please see the enclosed sketches SB -1.2 and 3. If you have any questions please contact us. • • A4\0\ - of WAS11/ 4 e • ‘411" • 1'1 I ONAL,4 '' • RECEIVED ( EXPIRES 8/25/ ! CITY OF TUKWIIA • MAR 061996 PERMIT CENTER 55 -O PARTIAL GRID A ELEVATION PHASE III NEW CANOPY OVER TRUCK DOCKS (TYP.) EXPIRES 8/25/ IT RECEIVED MAR 0 6 1996 PERMIT CENTER • Swenson Say Faget 1925 Post :sdlov • Seattlo. WA 99101 sheet DETAIL A DETAIL B MAR 0 6 19955 PERMIT CENTER A Structural Engineering Corporation protect sheet WA 98101 • Phnne (2061 44:3. 621'2 • Fax 12061 44:3.4870 .. . . . . • • . \ Fiao TILT-41,-..-01 .1.. . • \ .. • . . leas- UAW . (7 El . . . 7 r - . . /*°q. - Pit 4 1 >1 ... ... 0 eq. *015 4 1 e.& IV 044 IL . . e kr oc rim.tc (it ilvitt cf Ci/t4ti ..• ' • . 04r2 . • • 04 OVAL t -tio Geull • % 6 X VII qi • ' e,,, fmt• Soe of • l_.:411P1 ... . pit vr $1.011, t-colliwpti oast , ...-... ...Ia imi, . Ile 4. . • 1.. 3 0 ■ •• • .l r, '! i :-; .• • ....: .......1 ftft..........■• • ‘1, " a • t 64 % 4 . 6, ' ! ' ''.' ";• - t › • • . . • . • , . . . . • Mt . . . $4 ..fAVH.14 _1 • • it • • • • • . . ........... ........................•........... ..• ... . . . v.. v.' I . &m..41Ar • . .. . ...., . ... . r • • , 4 1 . ■ . . 1 • " . ■ . . % . . , . • • • • • ,..'1, f't . -. n iL f• &LI - .J.1 v ... c n \I V.- Xi . • . .. . RECEIVED • ' • 1 ‘.k.IFI . . CITY OF TUKWILA ••) I '''. •,i-.% MAR 06 1996 .. . • • • • . V . • • • • •• • . . PERMIT CENTER . _-- • 1 ettorve rrZ vsoli.. Pr000 Ott prO). no. A A Swenson Say Faget Otsisin , „ h\ shf/t . e Ar 1,11 Hli.. t iii ' II It .11 Lai...Post Alley e Seattle WA 96101 • Phonn 206 44:1.6212 • Fax ' 06 443.4870 i group Health: Cooperative.. Riverton Operations Center Phase III . . Swenson Say Fogel STRUCTURAL CALCULATIONS project date design proj. no. sheet 1925 Post Alley • Seattle, WA 98101 • Phone (206) 443.6212 • Fax (206) 443.4870 WAREHOUSE ROOF MECHANICAL PLATFORM . MECHANICAL NEW OPENING IN PRECAST PANEL LATERAL SUPPORT OF MECHANICAL PLATFORM DEAD LOAD SEISMIC DISTRIBUTION WALLS FRAME STRAP r • , HOT BOX® • • ii (800) 736 -0238 HOT BOX. (904) 786 -0204 FAX (904) 783 -6965 INSULATED ENCLOSURES SUBMITTAL DATA SHEET (4 Models No.: Side View pieces) BULLETIN NO.: 35 ( 3 0S & Y through 10 - Aluminum - ,,, N. O„ Models No.: " "1"` 1 . .75 through 3 NRS -° SIX M - Fiberglass- tc.:47 N,NDCO tID e Available in White or Beige - ., ",", I";: " "C • -0 , «„ w,,. M l ..•p.DO LID .C,. LOCK Top View 1 LI:: 7Ni `" (2 pieces) ,� L _ DESCRIPTION: Models No.: �_ . SIDE ACCESS OPENING 3F through 8F* HANDLE v11H ACV Exposure to freezing conditions will result in improper functioning - Fiberglass- DRAIN PORT LOCKING HANDLE of a backflow prevention assembly. Devices subjected to potential t "freezing conditions shall be protected with the HOT Box® insulated enclosure as designed and manufactured by HOT Box® of Jacksonville, Florida. t��,�sv r t. The enclosure shall be of reinforced aluminum or fiberglass i Ii&_‚ construction, providin 9 9 9 access throw h doors and /or a hin ed lid for testing /certification and being totally removable for mainte- nance purposes. The enclosure shall be structurally lined with a spray applied, or sandwich laminate, unicellular non - wicking insulation and contain a thermostatically controlled heat source mounted to the interior wall or to the BFP device, for protection to -30° F. Power source will be protected with a ground fault circuit =_ interrupting receptacle, U.L.Standard 943, N.E.M.A. 3R, installed47`IIE y I1111111= 0 by others, inside the box. NRS The enclosure shall contain drain openings for "RP" devices sized OS Y to accommodate the maximum discharge of the "RP" and to open HOT Box® FEATURES: for discharge under the most severe conditions. These openings 1. Allows for the installation of the BFP device "at the service are protected against intrusion of either wind, debris or animal. connection' in accordance with AWWA Standards. The enclosure is provided with means of permanent anchor and 2. Is specifically designed to meet N.F.P.A. guide - lines. The "lockable" access doors and /or lid to prohibit theft or vandalism. enclosure provides freeze protection to maintain the water supply to a property's fire sprinkler system. (N.F.P.A. 13, 3 -10.1) All "wet" portions of the back flow prevention device assembly shall 3. Is the logical alternative to "pit installations" (which are seldom be protected within the enclosure. Fire department hose connec- recommended by BFP manufacturers, and often are against tions and '0 S & Y" indicating valve handles shall be maintained local code), eliminating "confined entry' hazards. outside the enclosure. 4. Strategically placed access doors allow for the periodic mainte- nance encountered, and the systematic testing /certification PHYSICAL PROPERTIES: required by local codes - without removal of the entire unit. 5. Is completely collapsible, removable and replaceable; allowing 1. Minimum 18 gauge construction. for major maintenance and /or replacement of backflow preven- 2. Structural unicellular insulation. tion equipment without the need for replacement of freeze . 3. Lockable. protection services. 4. Relief ports at enclosure grade level. 6. Custom enclosures are readily available for most individual 5. Designed to protect to -30° F. applications. 6. Minimum R of 8 - ,rte ' " F ' enclosures designed for FEBcb 670 %880 Series " • U.S. PATENT 4133,523 1.3;:/ V 47.4:2 . X oT• . Box . • ,. . Applicatio 3.0 S & Y (outside stem and yoke) handles exposed i. ) 1. Enclosure supplied with 'anchor angles' at grade. outside enclosure roof. • a. Enclosure installed level (same as BFP device), a. 0 S & Y stem allows for indication of valve's b Recommended installation on concrete slab open or closed state. c. "Anchor angles' anchored to grade with b. Valve handle intrusion in enclosure's roof weather mechanical fasteners (interior or exterior) sealed with insulated boot. TO. Or MI. OOK ::o ...�•".oK[ "1[. 011..■ "1"1." to w.{_p[1 I ././ /�.e. I 1 " 1. "N.l[O i "N.CKOM WNW 1W W C0.1• rd.._ NN7 AT100 jeCl�i b.p COM 1"...". "0 7 Exterior *Hoy Box* WALL I T w�o�c ANCHOR WALL INSULATION a o. _ q --�.e , GRADE iK,wY"[ [ _ Ill` . v, / /I/ III M_ w \ \\ 1I { i •o... Lwu.w I '�J + J ` o`e. eww 0 4" WI 1 . • A'; w wow. o.[.Iw" ` • � I�nu K ' CONCRETE . [. "" w[ till :.'....�•...,'& FOOTER n . fit OSSV VwLVC C0POSCO =- SIDC VICU okay VwLUC CNCLOSCO - SIDC UICU L,.. 4. 0 S & Y valve handles and stems can also be accommo- dated inside enclosure. 2. N.R.S. (non- rising stem) valve handles enclosed inside 5 Door and construction hardware shall be lockable to enclosure. prevent theft, vandalism or unauthorized entry. F STANDARD ENCLOSURE INFORMATION • UNIT MODEL PIPE INSIDE INSIDE INSIDE HEATERS SHIPPING MOUNTING NO. NO. SIZE LENGTH WIDTH HEIGHT WEIGHT PAD SIZE - Fiberglass - HB75 .75 3/4" & 1" 19" 11" 22" 30W 35# 28 X 20 HB1 1 3/4" & 1" • 27" 13" 23" 60W 38# 36 X 22 HBNY1 1 NY* 3/4" & 1" 27" 13" 35" 60W 60# 36 X 22 HB1.5 1.5 3/4" -1 1/2" 33" 21" 23" 60W 65# 44 X 32 HB2 2 1 1/4" - 2" 39" 13" 36" 90W 75# 50 X 24 HB3AN 3 NRS 21/2" - 3" 68" 20" 35" 1000W 160# 80 X 32 HB3FN &HB3FO 3F ++ 21/2" - 3" 32" 26" 37.5" 1000W 150# 46 X 40 HB4FN &HB4FO 4F ++ 4" 36" 30" 38.5" • 1000W 190# 48 X 42 HB6FN &HB6FO 6F ++ 6' 41" 35" 44.5" 1000W 230# 54 X 48 HB8 &10FN &HB8 &10FO 8/10F ++ 8" -10" 51" 46" 50.5" 1500W 280# 64X60 - Aluminum - HB3AO 3 O S & Y 2 1/2"-3" 69" 21" 34,5" 1000W 160# 80 x 32 HB3NYAN &HB3NYAO 3NY* 2 1/2"-3" 69" 21" 45" 1000W 225# 80 x 32 HB4AN &HB4A0 4 4" 87" 29" 38.5" 1500W 280# 100 x 40 HB4NYAN &HB4NYAO 4NY* 4" 87" 29" 50.5" 1500W 300# 100 x 40 HB6AN &HB6AO 6 6" 100" 31" 42.5" 2000W 325# 112x44 HB6NYAN &HB6NYAO 6NY* 6" 100" 31" 54,5" 2000W 3B0# 112x44 HB8AN &HB8AO 8 8" 120" 37" 49.5" 2000W 400# 132 x 48 HB8NYAN &HBBNYAO 8NY* 8" 120" 37" 59" 2000W 440# 132 x 48 HB10AN &HB10AO 10 10" 140" 39" 55.5" (2ea. 1500W) 475$ 152 x 50 HB1ONYAN&HB1ONYAO 10NY* 10" 140" 39" 63" (2ea. 1500W) 535$ 152 x 50 (N = NRS)(O = OS &Y) Heater Notes: 1. 30W through 90W are heating cables, UL listed, CSA certified. • 'NY' "'New York Standard'- or -30' Centerline BFP Mounting 2. 1000W+ are wall mounted air heaters, 'e listed. "'"CUSTOM ENCLOSURES AVAILABLE• CONSULT FACTORY •"• 3. All circuits are 120 volt, single phase. + +'F• Enclosures designed for FEW() 870/880 Series , '•• All 'F' Enclosures available In O S i y ••• 4. Service to HOT Box® must be installed in accordance with the National Electric Code and local ordinances, and protected ' LIMITED WARRANTY: Hoe Boos makes every effort to assure that Its products meet Ngh quality and durabiley with a G.F.I. standards; warrants the original retail cus that our poduct will be Me from des cts In material DISTRIBUTED BY: and — flew limited warranty on all products from date of purchase, Should any trouble develop, return the COMPLETE unit prepaid to the factory attar obtaining • return authorization number. If inspection shows trouble is caused by detective warkman.Np or materiels, repair and return will be made without charge. The company will not be responsible for any expenses Incurred in Installation, removal from service, transportation cost, or for damages of any type whatsoever, including incidental or consequential damages. TNs warranty does not apply to detects due to misuse, abuse, negligence, accidents, repairs, or alterations outside our fecltlty or to s tact of maintenance. We shall In no event be liable tot death, injuries to persons or property, or for Incidental, contingent, special or consequential damages arising from the use of our product. This warranty gives you specific legal rights, and you may also have other rights which vary from stale to state. . .. ... .. .. .- 1 • . . . !• ... - - •. . .. . -. ..; U.S. PATENT 133,523 35.995 FOR SALE 270,937 SQUARE FOOT DATA / OPERATIONS CENTER Seattle, Washington RECEIVED CITY OF TUKWILA Easily Adapted to corporate headquarters, back office, engineering, DEC 2 9 1995 R&D and light manufacturing PERMIT CENTER • , . • ... . ;.- ..,......... .. .... ... r.. ..•x. t.v ,....o:. as..nxo vn.cx:w::rzM. .- :t /.:<SY 'q v: v:u_.. .., .... .. .... . «. .,,,.i ''f! , ,,, „) r ... • 1 COMPUTER ROOM OPERATING SYSTEMS: 411 7,.: -• ,� • e, r d r ✓ COMPUTER WING - tr '" •'' (extends Irons original building toward street) ,�; ;,•.— it- i. -jam • Four ( Standby Diesel Generators rated at w 1.313 KVA each (3 »3c) KVA maximum design load) I �a� 11.1. t � '� I • Four (4) Solid State UPS Modules rated at I . I • l'S i �. ` • w r r'. , i 400 KW each (1 .200 KW maximum design load) .. • TWO (2) parallel strings of storage batteries � -- =�- ''g��'• • _� c;.�: =, "� `.::;- � °- - _ _. • • . (Design capacity 1.200 I <\\ /20 minutes) t :. y; , . ' ` • ` ` "`M • Two (2) 60 Hz -60 Flz Motor Generators rated at Y "` ? `= , r ' 150 l<VA each WCI I•chouse. • Three (3) Solid State 415 Hz Inverters rated at • 75 KVA each (150 KVA maximum design load) � ` _ }`' x • • Three (3) 250 Ton Centrifugal Chillers ___, \ . ~ -- - L — _ — � (500 Tons maximum design load) ` • Two (2) 50 Ton Air - Cooled Chillers :.-.--z:.:' , Y _ - • « • Chilled water cooling under raised floor 41.;• • 1;�' 1> I •°l l : • M • ,. .� • City eater back -up for secondary chilled water =. cooling system (Water-Cooled CPL Service) • Barber Colman Energy Management System ` f � - -- • - -__ .- .._ --- - - - -_ � ____ with manual override \' , . , . \\ • Computer Room © ( r _ j Vi3j/ ORIGINAL TWO-STORY BUILDING ORIGINAL TWO-STORY BUILDING k COMPUTER � WIN • Utility Transformers for entire facility sized at 3,360 KVA 1 �,"�: • Two (2) Standby Diesel Generators rated at <N �� Hor" :L, 625 KVA each V • t. s . • Energy Management System controlling 4'11' A--S? HVAC (partial) .t F ,ti , � • • HVAC Glycol Cooling under raised floor – r-�� \'', �' h` i 1'.�' N 250 ton capacity; expandable to 400 tons • / 3. 1'lexibilil\': • I • ;lddition building expansion possible ` I 0 • Undeveloped land can accommodate a new building \ ``' • Building interior can be modified to allow uses as varied as corporate headquarters. hack office. 'y" °` \ IIFI e ngineering. R&D and light manufacturing 1 M - \ 4. Site: - Approximately 19 acres 5. Exterior Building Construction: N. • %ills - tilt -up concrete Lobby & Staircase • Floor - reinforced concrete slab • Roof - a hypalon roof was installed in 1 987 on the original building over R14 insulation board :;''..r and half inch wood decking with rubberized 4 - 4' reflective surface • • Automatic sprinkler system --:. — ___— • Bay spacing - 20' x 40 -�'" .4 Clearance - varies from 28 in warehouse to • •1Y •,i•- if ; . tl 9' in office area and raised floor area • 6. Elevator two passen elevators, each with • V " ''' , i .' ` _�� 2.000 lb. capacity and a 4,000 lb, freight elevator r a s ��„� 7. Parking 'sn , q•:,---;-':,, N:l'W �. ,•. i , ,t :',( % Z+ ; f.,;: s; 4 : r: ! • z Ak ' ` 1p ti''', ' Approximately 668 spaces .more possible by `:" ' ° u „ ,a4ti • 2 :,; F r.'.':41. • ' ,ote •5 14 ;•,,;yrq.' • . re- striping the existing parking lots and paving Open Office Area 3.1 acres of undeveloped land) 8. Cafeteria - 8.760 square foot, full - service This 270,937 square foot facility was built in phases between 1977 and 1991. Up until just recently, it has 9. Truck loading - 3 clock -high positions with load been used as an operations center by Security Pacific levelers: plus ground level and van level positions National Bank. The building design is of a flexible natue, allowing many varied uses. - SOUTH 125TH STREET BUILDING: — 1. Lunation: , e( -7: :_ 12 +00 East Marginal Way South, Seattle, Washington ..._44.ti:,..,.:, UNDEVELOPED \ 2. Current Building Utilization: 55,000 square feet - raised floor�� -- - 11,200 square feet - mechanical - --•- -_ 178,637 square feet - office ,.,y t't%i 20,100 square feet - warehouse ) ';rk,,V ,; > ' C 1 Exclusive Easement l- • • ': �.',�. .:.;.'. ..�' r,.;, ,,....... . r!-z• ;n:v�ar� :ut;xa..... - -. urx..x .e _n r : ^.t, : ", °.y;i, :Si<t :6�t"�;'Y.l ": .... .... r. s.. ru. T..,.......-...,..__. ....... ............... ....,,........ — ...--... ....... ...... ........ __...._.. ` �I t. .Vancouver Downtown SPerllp t • A..4 S eattle _ __ • Portland ` -•,_. _ J �/ ` ^r T o,,J • an Francisco Chicago+] fd York.-- . Boernq Fspld- - • Denver >: , -.. Washington • • .Los Angeles 71jai _ C �� Atlanta. Dallas. – r V 1 . SITE. - - Exit 758 � - • N., ...___ „ " ' N . J • data /operations center of this type would require three Tukwila years. This building is here and available now! Move T into this unique Pacific Northwest facility and avoid .7 Sea -Tae ¢ N today's high construction costs...and a long delay in Airport co implementing your program. For further information, contact: MICHAEL "MICK" J. SCHRECK JERROLD R. COLE (206) 562 -2706 (714) 725 -8500 I L (2 H. EDWARD HOGAN, JR. KENNETH WILDEN COMMERCIAL (206) 292 -6129 (714) 458 -5200 SEATTLE, WASHINGTON NEWPORT BEACH, CALIFORN' The dttormatron above has been obtained 'Ann sources believed reliable. Mira e.e do not doubt Os accuracy we have not venhbd it and make no guarantee warrant. ;r representation abeut It t $ '.o a respensmddy lc Independently confirm its accuracy and completeness Any protections. opeuurls. assumptions or bslmtates used are ter e.anlple only and do not represent the current or future perlormance of Ine propert, The value el this .r oacl rn to you depends on la, and other Inters worth should be evaluated by your lax. Inlancral and legal advisors. You and your advsors should conduct a carehd. Independent investigation nine propem/ to detenn•a to your satisfaction the suaarad, or the prupem tar .vur needs �': ,.... ', ,•, .� •:: - ...,... ....,,. ,n..,vwavv.. a u , ::.'X+<94f..Cr.rry +ra- n.NfaT UridY.1'r± /A'Y:Y;Y7CZ5rri!•.. .. n.... �-....-.. ................_......�.... • rte. :.... i:.:,w.vo� .....:.. ... SoL&(L9 (J ■ Telefax toyer Shut NBBJ Architecture Ot:si/n �lune 111 Serb Jakson Shed SiM., Woshtelloe 91104 1206) 2234555 To Oro Tits ,_Bob Beiedic to May 6.1996 1:47 II,m Coffin livabaef pow, Indedle, awr shod City of'r 3 fa these Job Newts, 4 51. ;�4 S 431 3670 I:140789J3 Fos bb W.. S Brim Berg 40789.03 .. Thew Soren 223 -5213 Flam Roam F a Gf the ed6Ue/ee fa amber B kg, plats sent mit mums N astirmei, laid bolo) flows Aladhut eon to: ❑ a061 d21,2100 ® (2061621.2301 ❑ (2041 621.2302 MOW all beowoh: ❑ (206) 621.2!00 ❑ 0406) 6214304 ❑ OM man ❑ N.' ❑ Carla ❑ Alamos 0 NINA be sent Ramo Bob, please find attached a revision submittal of the Group Health Cooperadve Tenant Improvement project at 12400 East Marginal Way. This revision submittal reduces the Flam Room to 150 square feet per our discussion last Wednesday in your office. A copy of this revision submittal bas ban sent to the contactor. / Thank you, �► Brian Berg 0/1P/ • RECEIVED `. Fot tnnunIala 1r.JJsns, plus. all 12061 2214555 end ask fa Om mu Ilsted am. MAY 0 6 1996 C DEVELOPMENT 4/13 E0 /i0'd 0193# 9 t 90- 90'966t S99ETEb903 t OI HI>:ION S £EH NI WOMB FROM :N883 5 NORTH TO 1 2064313665 1996,05 -06 14106 #280 P.02/03 CM CITY OF TUKWI 4 Department of Community Development �► o o Building Division-Permit Center `'�* 6300 Southcenter Boulevard, Tukwila, WA 98188 1908 . - Telephone: (206) 431 =3670 REVISION SUBMITTAL DATE: , $ • 6. d (, PLAN CHECK/PERMIT NUMBER: E1 " Zi PROJECT NAME: agairAgg • • FROM :NBBJ 5 NORTH O a 2064313665 199 ,05 -06 14106 #2510 P.03/03 - -`� • O .... �. r ter_ . v . Fax (206) 621.2300 10 a eW, N.. • �► sy CITY OF TUKWILA �, � Department of Community Development CITY OP U �►, ` t , Building Division - Permit Center �' 6300 Southcenter Boulevard, Tukwila, WA 98188 APR 2 4 1999 Ix y�ti �N...NM �' 1908 Telephone: (206) 431 -3670 PERMIT CENTER REVISION SUBMITTAL DATE: 4.24 '14, PLAN CHECK/PERMIT NUMBER: 515 -' PROJECT NAME: ___(2F____H_WL0flagr iMileovern f3 PROJECT ADDRESS: 1 2400 1* • M* /N14L. W/ CONTACT PERSON: TOM 1 '� 7/ _ _ PHONE: 0 21 . 2 2 37 REVISION SUMMARY: At ,t7 FtileTiot.. ■P pigAPTcaom.TAIN TO PPi v ios space WI-p4 tiol IlMBOsi Lam' 'NAB 100 Peg. avvip. CO3«-Pd ""nm W IQ ) al0 . Z Q in42 (2--(Ces' Q4' SHEET NUMBER(S) A i .00 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: KEN NS�- -- .ym CITY USE ONLY APPRO L, ,J A \ 7 - , }' ' ;`s t :;:, .,406:-' � Planning/ - ` , . W � 96 F. Ire: p/c .7 ,12.1/0 : P. ubHc,.Wor s . p f APR 2 , 1996 44, J i JJ5 3/19/96 - B UIL ING DIVISION, • CITY OF TUKWILA CITY OF 6300 SOUTHCENTER BOULEVARD APR 0 5 1995 TUKWILA, WA 98188 PERMIT CENTER * * REVIISlON SUB'ATTAL * DATE A 1L- � � 1114 PROJECT NAME bIovP H A1-TH TeNAar iMP vo '1 1 �' ADDRESS 1240e) . MAIR61NAL r r CONTACT PERSON -rem 1 w-NMc PHONE Cf 1 ' 22w7 A R C H I T E C T OR ENGINEER N J , APCHITE� . PLAN CHECK/PERMIT NUMBER 515 64-21v TYPE OF REVISION: 1� L L- 'VArTop. weA pecm, URSwAttve Z7 tfaA - r' cuizT jt) ROPAIps. C m R em. L t 1 t► 1g 0 611 ?R le SHEET NUMBER(S) A 1.5 4 A at -‘1A "Cloud" or highlight all areas of revisions and date revisions. • SUBMITTED TO: Kok) NOtL -� o31 WS/Pw 4(04% NA' PLAN REVIEW FEE ..., �`:; }:a`- _"..:I. "9J .n...C7 ,,. .. .. ... ... .._.l. .tt... . A... . r_. r_ ..x.,.r.,., „.., «..r+wrwn- +.+' v..c .w n w t ....,..._....- ...._. -•__ r }t CITY OF TUKWILA . 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION S : BMI A L gar DATE hArcGta TR I q(p PROJECT NAME _ tdUr 144 161 e tettikA S ' ttairraMetAt41 ADDRESS it 4 Ilrtel)14k . WIAv1 CONTACT PERSON TOM ileASI4bct . PHONE 22 %• 't 1 s, ARCHITECT OR ENGINEER N W larmettets . PLAN CHECK/PERMIT NUMBER S • DTuI TYPE OF REVISION: t' Aint totgatruNJt cal. IXIDAN Mato, fit. torkus test wpm . coact is Nvioaviscromakth N iNkbritibLY ft.)” ttaftV►. 4 ettstk► floru dr10411W S \eta -acre Moolfmttc4 loitor lb hrtst fV rt SHEET NUMBER(S) 41 \C "Cloud" or highlight all areas of revisions and date revisions. C�� % N PC SUBMITTED TO: KEN Ntt.sott P /4 4-7/1/9 4441 l( �� 1p�rJG el 4/104 te iTV � :�t . via_r, MAR 2 9 1996 PERMIT CENTER a.... ... __....,.. , r5`f1'.::..5 -CtinT. n.. (•. *u:' °:,EdUr..f:n SWENSON SAY FAGET Fax :4434870 Mar 4 '96 15:40 P. 03/03 7c5 — !,EASE CRUTCNSR LEWI$ FIELD oUEsTION NO: 214 FIELD CUESTION __ Due Issued; 3/25 /Ills • Project : Group Health Riverton Operations Center- -Phan Issued To: NSW Coorbinstlon Copies to: SSF 111 South Jackson Street Seattle, WA 90104 RECEIVED CITY OF TUKWILA Attention: Torn Reenact( MAR 0 4 1996 Main Pas: 206 -621 -2301 y PERMIT CENTER _ Item; Tower Y • Truk Welding � Type: Strut r-- Reference: Detail epee. seat.: • Attsahnn•nts: Description of Request Please confirm your telephone conversation with Rey Michllg: Because the field crew cannot weld the backside of the track at the bottom of the beam due to the adjacent Glu•Lam at Tower B, we are to utilize detail 10/S4.1 as to alternate to welding at 12" O.C. with Iwo shot! through base clip with three screws. Author: Ray Michlig Respond by: 48166 sent Sy; Andrew SWAP* Response • `.`,fr'bi M__.._ .,. - Signed: kr3 Date: r Proceed es Indicated: Data: _._. Now AuMorild pMNNMatiw Skeet,: PIRO Oufmo►+ x . sro tiw-.,.. a; ,... , .r. 1 .. u. .ft.x•.. ,n..,,'f,.... ,.,. �... �_t..K...�,.<.,....�.k, ., ...,.n•.,w..mru.. iwcrn,, at .�.c�:"_1•lSx 9.wt4±- stJn.�, r -ti. ..WAY. .K•, RECEIVED CITY OF TUKWILA CITY OF TUKWILA MAR 0 6 1996 6300 SOUTHCENTER BOULEVARD PERMIT CENTER TUKWILA, WA 98188 * * REVISION SUBMITt L DATE M*rzcu 1 Salto PROJECT NAME Gtto ? 4k-um Tetsibmi iM`.ttc'aliibNj ADDRESS It 4c0 1:, tilita6t1.1a. W>bY Sa364 CONTACT PERSON +ttI* ZGt RT%151 PHONE 223 - S 213 ARCHITECT OR ENGINEER N l >i logrAklect swatsotA ►Y nArt srucx. Etta PLAN CHECK/PERMIT NUMBER ijg5 -042(. TYPE OF REVISION: Whet l C',X►StltaCi WA;oitk rx.K MOM 4 .4 - ictive tOuiPMCt4t _ 41,lt.c.. m s s a . ! t•lrtEl - wRavel, tJ ti. -ndss t rtt Wt 1--k 11112-65(1 5 /0 - 11q(1- SHEET NUMBERS) 56 -0 v6 -I se-2- 5•- 3 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 10.14 14.1.50t4 s tvlkiKt 4? O v Q ?R M40 1 1596 • .02. 28. 98 05 : 37PM )KGHC FACILI p01 r 1 FAX TRANSMITTAL ( J�''�.S oQ z( • GROUP HEALTH COOPERATIVE OF PUGET SOUND Facilities Department - ACC-1 /� 521 Wail Street Seattle, WA 98121 ��L'�`I' /�L Fax Number (208) 448-2420 Project t Pe 1. f ii- 3 No. of Pages including cover. A' Job #: F : — Date: To: C4 !L REGARDING: I T Ga- r'/�'�' L 4''re' K .5 1 .LVig4 We are sending you: (X) Attached ( )... Under separate k ;,,var wis :_ - - ( ) Correspondence ( ) Preliminary Drawings ( ) Change Order () Floppy discs () Plans and/or Details () Addenda () Contracts/Agreement ( ) Specifications ( ) CCAMSI ( ) Prints ( ) Samples ( ) Dirsctive/RFI ( ) Original Drawings ( ) Shop Drawings ( ) Other; The Orlgina(wlll: ( ) Se sent ( ) Not be sent �a escr ptlon � � � � ` / /.�� , 1 1/ Gc 7tHa -re l rf ';; . # ?- - . �J`...r`i •' .? -. r • , These are Transm �' , _;. , - O For appra+al ;i ; {) Return af ter We .. , ()R eturned for corrections () For your use () Approved as submitted () For review and cornrner�t ;' ( ) As requested . ;,•.., () Approved as noted () Resubmit -- coplss for rsvlew t O For your information and record O ,''.: . REMARKS: ,: .1.e C 714 c444 S "a r OP S hicO „ to_> S = : - � 4 . , d�� +. � ti'SR.,,� s ..�M#iwZi.YG'� +�'a 7. : .,.. „,•..1.ky,1'.A;�by ".i . .. /A A TArgAll•. 7 i '+ f ek .4. 0.;. 4 ..' , DESTINATION FAX NO. z Z - t::.,;;,, + ∎ '' ,•�t 2 .'...:� ,. ..-:,'-'. ...._______ ...-., f ‘jit ,,,.. y ,i Certificate of Certificate Number: LR 77098 -1 Revision: LR 9 - ata Issued: January 27, 1994 Issue To: Spider Manufacturing (Kelowna) Inc. P.O. Dom 5040, Station "A" . Kelowna, S.C. V1T $T9 The pro i ticts is e 1 ' tow - are- eligible -ta_ bear the CSA Mark. The "NRTL/C" indicator may appear adjacent to the CSA Mark. . . Issued By: T. Hamden Toronto, ON Canada Signature , ' ,i,- { (l % r � CLASS 4612 01 - BOXES - Miscellaneous • :PART 4 '..furfac mounted g gsneral purpose box, Model DSCS- GP- 10- ACO -X. riot,, -t',' (1) ,For installation in accordance with the Canadian Electrical Code, Part 1. (2) .:.In the Model number tha ' "X "indicates the ziuisber of receptacle mounting ;. positions available in box 'Cie 4 gang or 6 • gang) • .,,A FART B - Flush mount outlet box, Modal VSCS- CP- 1G- ACO -X. • PART C - box top and trim, decorative fits above boxes, Model uses -GI! p X. $F7LICABLE REQUIREMENTS - .. CAN /CSA -C22.2 No. 18 -92 - '�t Doxes, =.Conduit Boxes, and Fittings';`: . v'F.; , f:x � ' . * .40 -M19 'Cutout "Jurictio { r,�%:�,..t > 7 Y nand Pull boxes , ; >- tr , UL Std NO . 514A� `" `r•y 8 ; :- , $ ...... i y ...n+ ter t : l s:i � ; K ,, . Netalli.. Outledoxea. 8leetrical . , . , j.: t { s � s .r +Y � - ` S t'n ' �. i F . yrk � T . t t � H ? �' " ' y, Qi: �t1f t e .iitE ,, gut A e'r�' ' - r ti } 1 r yir r .r ^ t� t , Q i . tt ,. tl"e' + . s � Y f }w.� ' • y , ' 4. t� ' ' �*} 1 \.. s f ,, } � 17 :i .�.�•.,��'r`,, • •�'(, :+ Y l�. x � ., . t 4 , . S, �?7. ; k44 .., .y14.X , � . t r �+`E'�V' • 1M*.!S,Pt'��F� � �j7 �� , i . ��, �'�• . nirW' tf a ; -,& 1 .z '^ .i; - °A ±, ,'.{ ,,. J is .. , ' ' , ( , �''' 1 c -v02;1 > > S:•.t..�,Y• .f +,..sx4; g l* , ! ...........5 E t'.. �' +y� t ;: MD 50711w, - . a,4:iw �si iv •t.'. 9$+ Kt .': .. v �i e: '. Mcicc (11 ■ . •x'',r .^., Gwlian sunl.n's As.aci.IG,o ORac.: Mdick'e. Mu irJ.l, Ton do, Win Slaa"Ytw, V.n i'iiv.r, going'.. Tssklisi; II IG .... _ .... ...... ... _....> .. .. _ •_. ..... - .....___..._. - . ... ....... . •• _ •� ....� ..... *` ::::'••• ,6. 96 05 . 3" ?_, *CHC PACILITIES 3 . • • 16357 ( t !t]. t : : 61453 Psalm's! 1Raylstar 1 Vol. 57, Nu. 240 1 Thursday, Dscstrtlwr :1, ltlti2 I ,Nuttcoe Testing Laboratory (rtA72.) uad of 0 =1910.7. lla • ron MA11tMAMA cniaArtatt tai U= • 1114443 Jame. J. Cant: lna:1, Director, °Mae of I M. IT No, raa l Variance 13elerralwstlan. NRTL T tbtlr Z4. 1112 Safety , Cntsspallonsi Safety and lit Adatloteuntio4. UAL • t3eparortens al Labor, Third Streit sad • (Constitution Avenue, NW., Roos NJas], Washington, DC 30210. • 1144, 61PITA T ?IPO MAATION: • Notice )1711141 Dersloo • • Notice Is hereby liven that the • Canadian Steadied& .►.eeo tatleo (CSA). Raxdah, frornotol. which aa1411s ttpplIatloa formoo &Jon pursuant to 29 C: 1910.7, boa been and as e Nationally Reootptilred •rMI1 $ I.abonl tar the gtst!pmeol or Tutorial itod below. • The addrvae ni the labaraterx *mind by this appllathni Is: • , Canadian 3taaduds Aeeoaiadwa. Facility, let laaxdale 0eslevmmd.Ilsrriele .. (Toroatoi, O.tsns 1.14W1112. ads, Rocit;rewrd T he Canadian Slsnderd4 Asttotielie, ,.,: cement &s is an Independent tn1sntudem ;.; :.+ "„ ' •? providing intertidal eervi mlaAi ' ` Ilelds of &tsadarda degelo s&sM* sad , -7.-7 : _. ° City of Tukwila John W. Rants, Mayor _ Fire Department Thomas P. Keefe, The Chief 908 January 26, 1996 Fire Department Review Control #B95 -0426 (510) Re: Group Health Phase III - 12400 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) 2. Sprinkler systems shall be maintained in an operative condition at all times. Sprinkler systems and their component parts (including hose stations) shall be inspected and tested per N.F.P.A. 13, N.F.P.A. 14 and N.F.P.A. 25 at a minimum frequency of every twelve months. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) S75-4439 J w; C t is ..% I, City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Rre Chief I II A ... ...ww..N •, o •808 Page number 2 • A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. 3. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Where elevators require smoke detectors to initiate recall, the detectors shall report to a fire alarm panel supervised by a City approved U.L. central station. (City Ordinance #1742) H.V.A.C. units rated at 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) 4. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. • (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Maintain fire extinguisher coverage throughout. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 Z City of Tukwila John W. Rants, Mayor _ .... ..................... . 12 � Fire Department Thomas P. Keefe, Fire Chief NIC % -.. .».f'' 0 1908 Page number 3 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) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) When fire dampers are required to maintain fire resistance of construction, they shall be installed in accordance with their listing and U.B.C. Standard #43 -7. (UBC 713.11) 7. Walls of corridors serving an occupant load of 30 or more shall be of not less than one -hour fire resistive construction and the ceilings shall not be less than that required for a one -hour fire resistive floor or roof system. (UBC 1005.7) When walls and ceilings are required to be of fire /Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575 -4439 City of Tukwila John W. Rants, Mayor 2 Fire Department Thomas P. Keefe, Fine Chief 1908 Page number 4 resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (UBC 713.3) Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 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: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575.4404 • Fax (206) 5754439 7P2, E C(1Ok- * CeA.Je% Pk Al ;ate: 24-Jan-96 08:23 e./ 'rom: RON-C (RON CAMERON) 'o: JOANNA,JOHN-J :opies-to: BOB-G,BRIAN,TED-FREEMIRE ;ubject: Group Health on E Marginal (crosswalk signal) lessage-id: 6CECO53101DEDEDE he traffic study needs to be kept on record in file, especially pointing out 'Attie to no use of the auxialiary lot. his means there will be few if any pedestrians using the crosswalk. Jur comment on the review for needs to be clear and emphasize: • Should Group Health expand and use the auxialiary lot, then, Group Health • gill be responsible for the costs to put the crosswalk traffic signal back into service as an actuated pedestrian crossing warning signal. on Brian/Ted, A copy of this is for you and should be kept in the E Marginal Crosswalk signal file (changing from Rainier/lst Interstate to Group Health). The TP&E traffic study shows major drop in traffic, resulting parking, and no need for traffic control because no/little crossing peds. BUT, expansion in future could occur, employment and parking, resulting in GH requesting crosswalk control. Then, it will need to be actuated if use is warranted and at GH cost. • Ron 1 5 Ti;AIU5PO RiATION ENGINEERING PLA ��. O� L � o Q ��� a �� I j 2101 112th Avenue N.E.,( : 110 BELLEVUE, WASHINGTON 98004 DATE / e 9 6 . JOB NO. 7,_v 8 2_ (206) 455.5320 ATTENTION FAX (206) 453.7180 /144. . � h.,.u� TO ) ,. d x^_ .1,Y,, f L 4a A- RE: Cl I mot. l w� qR E CEIV'ED �- JAN 0 91996 WE ARE SENDING YOU c Attached ❑ Und L ' li O KS the following items: • t' ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order I2✓ i —.p I COPIES DATE NO. . / DESCRIPTION — — C --- )�� .Zt'`eeJ :ter-,(-- 1 C Q h THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval r your use ❑ Approved as noted ❑ Submit copies for distribution 2' As requested ❑ Returned for corrections ❑ Return corrected prints G'or review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS (-j "'‘'"e " -4t- / , ...all... � t . . A-ei -" !/�- -L ;ter r . / C;OPY TO OL4 -- a�G "A-- G - '33.2 -,, _ t 6 8 J SIGNED: ez? M 14- If enclosures are not as noted, kindly notify us at once. • TRANSPORTATION PLANNING & ENGINEERING, INC. 2101 - 1 12;h AVENUE N.E.. SUITE 110 — LELLEVUE. WASHINGTON 98004 H B!SHOP Prestaent TELEPHONE (206) 455-5320 k ErIGEP PE vice Prement FACSIMILE (206) 453-7180 January 8, 1996 Mr. Joe Neuenschwander, Project Manager GROUP HEALTH COOPERATIVE 521 Wall Street Seattle, WA 98121 Re: Riverton Operations Center, Phase III Traffic Impact Study Dear Mr. Neuenschwander: We are pleased to present this traffic impact study for the proposed Riverton Operations Center (R.O.C.) Phase III Tenant Improvements project located at 12400 E. Marginal Way S. in the City of Tukwila. With the proposed tenant improvements, the existing R.O.C. building will consist of office, warehouse, laboratory, pharmacy, optical manufacturing and unoccupied spaces. We have visited the project site and surrounding street network, and have discussed the scope of this study with Ms. Joanna Spencer of the City. Per the City's requirements this study presents the following: 1. Estimate of vehicular trip generation for the project compared to the previous _. use of the R.O.C., an operations center for Security Pacific Bank. 2. Assignment of the project trips to the street network. 3. Comparison of peak parking demand for the proposed project versus the previous use, and adequacy of the existing parking supply. 4. Estimate of pedestrian trip generation crossing E. Marginal Way S. to remote parking area on west side of E. Marginal Way South. The conclusions and recommendations begin on page 5 of this report. 1 PROJECT DESCRIPTION Figure 1 is a vicinity map showing the location of the site and the surrounding street network. RECEIVED T0829.rpt JAN 0 91996 TUKWILA PUBLIC WORKS • (-1 Mr. Joe Neuenschwander GROUP HEALTH COOPERATIVE January 8, 1996 Page -2- Figure 2 shows a site plan which is split into two portions by E. Marginal Way South. The plan consists of a 270,937 gross sq. ft. building, 395 parking stalls and three vehicle accesses on the east side of E. Marginal Way South. These three accesses are all onto E. Marginal Way South. In addition, there are three warehouse loading docks on the east side of the building. There are an additional 270 parking stalls, two vehicle accesses and some undeveloped land on the west side of E. Marginal Way South. One of these accesses is onto E. Marginal Way S., opposite the south site access on the east side of E. Marginal Way S., and the other access is onto S. 124th Street. The total number of parking stalls is 665. Both portions of the project site are fully fenced with gates at all vehicle and pedestrian access points. A marked crosswalk located on the south leg of the E. Marginal Way S. /S. 124th St. intersection links the two portions of the project site. across E. Marginal Way South. The building has six pedestrian accesses, including the main entry on the north side of the building. All accesses will operate on a card key security system and be restricted to employee use, with the exception of the main entry. Currently there are 89 Group Health employees working at the R.O.C. from 8:00 AM to 5:00 PM on weekdays as a result of Phase I and II Tenant Improvement projects. These employees work in a computer data center. The peak parking demand for Phases I and II as counted on January 2, 1996 is 77 parking stalls, including one stall occupied by a Metro sponsored vanpool with four users. ... : : • • Mr. Joe Neuenschwander GROUP HEALTH COOPERATIVE ' January 8, 1996 Page -5- The estimated peak parking demand of 310 stalls for the proposed use will be met by the 395 stall parking supply around the perimeter of the R.O.C. building. This represents an approximate 22% parking supply surplus on the east side of E. Marginal Way S., and a 100% parking supply surplus on the west side of E. Marginal Way ■ South. ■ TRAFFIC IMPACT MITIGATION REQUIREMENTS The City is currently collecting pro -rata share contributions for nine street improvement projects on their six year transportation improvement program. Fee rates have been developed for each of the nine projects. The rates are based on the street traffic noon peak hour. However, since the proposed project is expected to • reduce the number of trips on the street network compared to the previous use, no mitigation is necessary. • CONCLUSIONS AND RECOMMENDATIONS We recommend that the Group Health R.O.C. Phase III Tenant Improvements P P I project be constructed with the following comments: 1. The proposed project will occupy only about 54% of the building. The previous use occupied the entire building. 2. The proposed project is expected to generate only about 56% of the traffic generated by the previous use on a average weekday. 3. No traffic impact mitigation is necessary since the proposed project is expected I to generate significantly less trips than the previous use. 4. The proposed project's peak parking demand of 310 stalls will be easily accommodated (22% parking supply surplus) on the east side of E. Marginal Way S. around the perimeter of the building. No parking will be necessary on the west side of E. Marginal Way. S. in the remote parking area. 5. Since no parking will be necessary in the remote parking area, there will be little or no pedestrian trip generation across E. Marginal Way South. T0829.rpt ..,.:.. ... 1 ::.:f 1 . . ..............•..... v..n.n.NUC......tif.Yd VKrJ.:•..[nf:•NY.M•s[•lgrY tyre. W.' AY'. S'l rt7. fi..r av' �-• Y[.*:[< tl-t••f a. n.••+ vw[,...•+.....«.... r_.. r...•...r... r.. .... . .. « ......« .— �...�ti..«.......�.•- ...+... ......r ::• .•.•.•.''• .,._.._.. ......, +.m�.n•tvuum!ns. AYL'i,"..i Y',.'rYS'.eaLwl•:a ".P..7i" .. ;rklp: fix IR c. TABLE 2 VEHICULAR TRIP GENERATION PREVIOUS USE GROUP HEALTH R.O.C. PHASE III Time Period Trip Rate or Equation Enter Exit Total General Office (ITE Land Use Code 710) 240,109 sq. ft. Average Weekday Ln (T) = 0.756 Ln (X) + 3.765 1360 1361 2,721 (50 %) (50 %) AM Peak Hour Ln (T) = 0.777 Ln (X) + 1.674 336 41 377 (89 %) (11%) PM Peak Hour Ln (T) = 0.737 Ln (X) +1.831 60 294 354 (17 %) (83 %) Warehousing (ITE Land Use Code 150) 30,828 sq. ft. I Average Weekday 4.88 75 75 150 (50 %) (50 %) AM Peak Hour 0.57 13 5 18 (72 %) (28 %) PM Peak Hour 0.74 8 15 23 .. _ _ _ _ .-- - -- - - .. .______________ ___.____. 1 • • .. ..... ....„;.1 g.,„. ., „4.tn.iCMa.x<csure...._.....” rewr.,_, h7..„0„) CiK!)'d ...p,. ..Sfn,,,,.. sw..,.... ...w+wn•. %..r....,,... c.+u a....... • C TABLE 4 VEHICULAR TRIP GENERATION COMPARISON OF PREVIOUS USE VS. PROPOSED USE GROUP HEALTH R.O.C. PHASE III • _ .... ...... _ _. 1 . NIL .. VICINITY MAP f[E- FIGURE GROUP HEALTH R.O.C. PHASE m 1 ...) •• • % \\\\\\\‘:X\ la\\ks \M \ Rffl t. 0 Stidarid orats3 \\ \\ \ .\ \\\\\\\\ (=I \\\\\\\\\\\\\\"\-\) \\\\\*\\\\\ ONIANd VALSD3 ,33as tnizt atnos 008 DNU.SIX3 Wid DNUSD3 SITE PLAN GROUP HEALTH R.O.C. PHASE 111 FIGURE 2 ., • Driveway Traffic Volumes Enter Exit Total AM Peak Hour 192 24 216 PM Peak Hour 53 176 229 Average Weekday 802 803 1605 N�Q not to scale Project J Site • / //////' 1/ / / / / /� �!��%�� / /� / /' /' Existing /�/ / S 124th St. //// R.O.C. /Remote /Parking Area / / /// // LEGEND xx% Trip Distribution Percentage [XXX] Average Weekday Traffic Volume (XX)YY (AM)PM Peak Hour Traffic Volume & Direction TRIP DISTRIBUTION FIGURE GROUP HEALTH R.O.C. PHASE E 3 J • • ..... ....' . .... : i ..,: ... ... .• . ...: ... ... ... .r J'. .. ., vs.n.... n. >rir -.. .. ex .�.. �. nn,n..+.......v..... w,.w+.n. v. _......,..., _....-...+ rr,«. n •w.....�+ u...,+......r.r.....x. '1 ' S j DETACH TO DISPLAY CERTIFICATE — 7 1 • I a _ . _ _ oiO!!✓M•w.+.r. m.wv ivN ,n'v wivi w.w.vi...iiw.v wi wiviv i w.v wiii.m wi..noswowe i,,�,,,,,,viii...........vi v ,,, .. , o A DEPARTMENT OF LABOR AND INDUSTRIES t k THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A 1 :: ` . • :r•::..': ' '.;..L„ :.13 G1STAhTIONNUMB ER';`_;:. fi t "::' ,; tF.EXPIRAtleinl DAr '' .• - •. '4'i f:•T.x .� L•1_i4CE LAN 1z :ab . o.i r '.9 ,`3 ; : t r .• .I: STATE OF WASHINGTON • ?T 0,%?... i. g ' LEASE'`CRt (ER • . : S •• ',y 107: :ING ;ST S T E S00 •n 1 • SEATTLE WA •95104 -iOS . . t in VI 7 ai l F625 -052.00G 13.921 • ' .• 3 iv! irviyinnCiM�i' �MM �Ww_. ✓� f� YJN✓J - _ tiwv i N ✓ivNiv �iwiv.�m�ii - - -- - L DETACH TO DISPLAY CERTIFICATE i i • I STATE OF WASHINGTON ) ss. COUNTY OF KING ) This is to certify that this is a true copy of the current Washington State contractor's license for LEASE CRUTCHER LEWIS. Signed and sealed this / F day of ‘7 , 199 6 - ;? P el%L. 4-1 --._-- I# .Notary Public in and for th, S' to o,f • • Washington, residing at .. '7/ My commission expires I—)-(P -4 q1 RECEIVED CITY OF TUKWILA APR 0 91996 PERMIT CENTER .. «. ..�... ........... « .... ..... .. ... —.. ..� . , - ... .,...... ..^—' .. u � • , ,J:'. , , f4'.,, ,„ . i .., ,:',.t1', 4�` .c?;;.,77/; , '..- �Jtc;.i . ec",F..V.7 � St ?.r.i.c;,i. i,..;::.. ,: .tif ,..,vzux,»•v' :m.•: «n x•aam q ,•, • I• . ,• ._•, .• !' i,: SS .YUl+:^t'•itt_ W�. TM,. 5, bxW.atrrt,acVrtnAw- wa \':.MYK1H.: ,E t4.r.. y '1 1 r 1 DETA TO DISPLAY CERTIFICATES 1 - - /N/VJ.VNN]n /l �yy: /%51 1, Mi /J/NiM.Niiv/i1Niy /V /NVNN///VVN /N/1 / /NWNM.(N/ • - DEPARTMENT OF LABOR AND INDUSTRIES 1, THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A i.,... T 0Kr •- , •' -.6 T∎tT = `• G F T.I F R A I r : r; h' :4 '' : • : ' • ' .,M. ( . .--•: ..:FiEGISIAAT ' ` IONNUMBE •r:,: R ;7�� "- i�)Q IIHATION GATE ,ta : : ::14'j; , r,Y . � a_.E:AGECL:1 .1:sN :Q:G';f_01 .9.E 1 ' :, . ;F ,' • 1 -' i; STATE OF WASHINGTON , T �I F` 1?'A T F (1'P:�'li'P IR 4 EASE: CRU:f'CH I S' ' • • " • . : ::SPR :I.NG :ST STE E00: S,• �I J E ATT L E W A • • 95104 -TOS'' F625 -052-000 (3.92) ♦ , ._ ___!E!EY„!t,,,✓_J ___. _.__.__! %�!1 /NN /N: /MN /iliV /_ _- i /!t!t�!�Q!✓Ni - _ _ _ __. I_ DETACH TO DISPLAY CERTIFICATE-2 I STATE OF WASHINGTON ) ss. COUNTY OF KING ) ;( This is to certify that this is a true copy of the current Washington State contractor's license for LEASE CRE}I'CHER LEWIS. Signed and sealed this I? day of 426, , 199 6. , 2 '2 a7 . L.. ,1-'t. 1..- e.. 4 0 ge- Notary Public in and for th/�f Washington, residing at , My camission expires /-2- . , i 7�•:•'.', •,."` . , .. . ABBREVIATIONS GRAPHICS DRAWING INDE PROJECT TEAM °' A E H 0 S W ARCHI TFCTIIRAI r M E f, H A N l f, A l Client' u gemant t Aa /' ([ xp / COVE9 SHEET f0.0 SMBPS NOTES, SCHEDULES LIGENOS P4 NO Croup Health Caopera;ve Land's Gyr Powers / - _„ ,= � \ J no, n Arrow I rsst FL. PLAN (1/37') E nisi P OOR OEMDMnaN PLAN ( /16') 11 MST FLOOR HVAC PLAN 521 Wail Street 13020 NE 20th Street ' SECOND FL. P ( /.SZ 1 E z SECOND FL. OwOL DEMOLITION PLAN (/1e') 2 SECOND tram MC PLnN Seolt.e, WA 98121 Bellevue, WA 98005 API LABORATORY ORY Ram AN R AN (I /B') un Rn ORY oEMO, IGx PLOOR Rion HVAC PLAN 206/448 - 2355 206/155 NE act ' no° I ':.. ) Mgr. Jay Massarl ACE M P (/.) E . O cAL O G l M OPTICAL HVAC P. Proj AN Joe Neuenschwoader Project Ana ALRIL. ° - - s A28 PHARMACY FLOOR M e' PHARMACY DEMh ON Oa] U-4 .7 A / _ - -- • �II _ —__ O e _ D/ l LABORATORY N A C , PLAN P let,: N -oP, .,ew a� GODLY A DOA ' (1 /e') 2 " CnOJ 0.I. A R MV C PN NBB " un tr y - _ " A v (/) E25 o!rtt AR. PvAt PLAN NBBJ Huntley Pascoe Inc N " a ,.e E ' EN / i /.. y3 .it /' tt A C !MR 0' CEN ZZ [ 0[ N AC A33 C]] PHARMACY LCL nC ROAR PLAN niu •, ==,".547,'.e°"" - / / , A - . E3 LABORATORY G NAST 00 nC 111 South J ac k son St ree t Can Park B C 1 Vi Au ,,.:, � cA N. ... .. � -. � Column c Seal '„ 5;, 3r. rc ate x Inca g / BO OA ^'c N ,A a /�/�, � B EAST( /4j c >" m 206/223 Bolhef JA 98021 4406 E x. w ° ® r� y, : AB OPTICAL rF s KICH. n Ax Project Mgr Bran Berg 206/485-0900 m o 0 „F a ; 6 6 Po FLOOR • ,E P op, ,c =r - ) � r•: r 'dJ P /x• .,v,o J All OFFICE E ( 1 LRH E - 3 � `,` e c WOiFL -a PLUMB,. scnmu!ES G ns S ! Y 9e sc F Swenson o So to t Mechanical: n 1 ., -- P rs') WI • E O N p I U M B I N f, 1 A. ey c ..;cy s -n '' /M ZZAn'xE POwEA R99 'R. /LE fv Seattle, WA 98101 4600 S. 1341h Place n,u c A4.1 LABORATORY REFLECTED CEILING P ( /e') E4 .N . :w . , a ., . 's':., ? -. :n c : e: ,: e ° OP C REFLECTED CEILING PLAN L LABORATORY 9GNAt CO FLOG N t0 ,,, „1 :vG Project 206/443 Ban $a P 0 B A4 3 PHARMACY sul ., (1 �(5 EPr / I ox 311 APE _. r Per. '`,,,: ,,.. p,,.o. cv ? cm. y REFLECTED OZ E( /e.)LA" C5.3 PHARMA /CO. W L 2 gr. y Seattle WA 98 - 920P Av; A,v w=.N N .,. v.,, 3A e:, Gm OO a N) [s3 PHARMACY SIGNAL/COMM Um. cm z.N L ei cw SLAB Jx.NC 206/762 7311 mu. =o.a= w„ '" �" a 1) / .A+ uNwG General C ontroclar Project Mgr. E. Troy Bloedel ' Y n5 OND F55 prrt/ N „ Lease Crulcher Lewis Pa • ° 1 . 7 2 0 7 1 . 7 2 0 7 A r R CRO CEILING PLANS (IX) 5 ELECTRICAL RR. rLWR PLAN ( /4") n N _ - 107 Spr ng Street B E - / n . P,o a o° Elevations Asa E SCHEDULES n ASO DOW SCHEDULES EU ELECIACAL ( /B) Seattle, WA 98101 n ,.N F S " ,.. / � ® ' ss u E l nnrP AN ROOM WIT PLAN 206/fi22 0500 WOMEN, rest ROAR Project Mgr: M'ae McCausland _ s/ /s MECHANICAL WOM . PA) LABORATORY E4 R l ONS NORMAL CJJ MECHANICAL [OJPMENI sECOVO PRAM •' p =a. E A63 OPOCAL INTERIOR FEEVAILONS 801 EIAC ALARM PLAN IPA SE COa ( 1/16•) U / ` oRnENA,aNE DD =LODR;1 LEGAL DESCRIPTION >' an x eet D IA2 ). 9. ONE LINE DIAGRAM S NG ( ) r s�, A9.3 DETAILS SCHEDULE E92 ONE UN[ BALKAN .NISI. [NEASnCY 1 E ,� + •e. , A94 5,1, ONE Lx D. m E d VAL 601 Romer FRC Facc, tot _ :,_. E a: E LINE D m E EMERGENCY T hal portion of tracts 21 22 3) d 32 Riverside i ,1, 0.NE LINE condemned and s STRUCTURAL `s s COMPUTER CENTER Inlerurbon Tracts according to the PI recorded n Volume 10 1 g;o Iculad page follows- ' s1 GENERA: NOTES at Plats 4 in King r y, Vros Far,. Plus ' : . n ' as to "' - ..,r /p; 531 OUND ON PLAN W AREHOUSE Y Par Y ' tw / TA].I s (TOM SA F O IG WAREHOUSE � P E3 E ' S ffftllC. _ .. 1 MA. on Ow Bottom a Nm < N Y a ,. s s�s sG0 B ooR r Au. vWSE { B6 5 Highway g N 1 F ( t h 9 t S h 11816 Al a s: p a ov o. ' S1 A G ne 646846, - c = R tie Roof G. south 0433.59 5 p C ..55.03 I I t d 1 N h p t t bears of C () NN CONCRETE DE JS curvature of the 1 g. highway engineers' S2S Surfaced ldo Sides R / I) BRAVING mt s 76 +05.30 said point being the southeast I SINAI certain Q - 0. ,�, l9 E; certnn tract f d described agreement C Loser . , *P..= 1 P yC� ;y retarded under Auditor's F 7506090 thence oath .. " "•s' S S SCCI S� t.\A'P4, 043350 east along sad marg 615.17 I t t pan lying T s: Q'R My 110 feet westerly of and appall engineers' station 68+25' ow cissssi c:va s L ) o seer °rna.1). PQ �pS thence south 581900 west a sad hghw ymargn 230. co / ° ' E E %: �a�P feel thence south 180920 east sod highway margn LOCATION MAP .. ..,,, , _. _..____ 680 fee la the south Ine of Tract 32 he Rvers de interurban af .o ] s) L / / l along he sa I. th north 009 32 west o the 6.57 feet CL7 J 1 CUR Odra, 1 ry 'av L P � — p d t East M g w y established dyw tyc a / cc / 2 Nash( _ I King County . -/ g y R No. / so Power / A9D Skeet 3- 7412090465 thence 183824 1 44248 t said CH Ceol Reso. G easterly g thence i 1254'24 t a43.48 feet g g amto, 1 / IN t 0 r t [) ' A ov Are o( (' A , a /a.o.1 ~ o R nn 3o feel m e po oxyl 9. R A, Symbols < ®. D °' SITE PLAN M - - r� •� SCALE. 1' = 100' ‘00 ... fir, - now 1 $• Erwo ,: - .., o.r w a Roue: ,fsfe Poe (ee. m1) -,-- 476.97' \„_ 1 ` —I 1 Co n =o Pe A :o, MPP� `N o 'II III 191!1 L 111111; - I \ ('' i CORR Cc rifler u w PROPOSED CODE INFORMATION F))- C °P a \ \, J : wa MANG / WAN P te C v, I r ( `^ su� V ' -I �� /// // _....._1 Ro I CS 'IINC A _ ' N• ^ ='•n i. BUILDNG AODR 55 12400E MARGYNAL NAY S. ti C - v MD esv c .....nn_ xA °, 3. LAND USE ZOVL !A I_G4T :�NDUSIR" eaAa � rjCu �A° J ._ • 1 1 1 Ci' / : se tll ll 96.14 1e� _ 2. JUfi S01 ON CITY 0 UB A Md° _� - \`� `NNE �� �W v Y i[ 1 Mvs o,a a V • .w D ORa a re..K: " M S .. „et: va,s <. JLDAG COD 199. Un FORM B pr a - r • � Pu I• I j � � /.�' • - q � I sou. t24l STREET B 'uILDNO COD` w/ tZA. S1AT' AMENDMENTS UN � E "`"a _ W.Z PARKING CALLS I rc_ G. LWPAL S 5 c3nsra on TYPE TYPE s n s R.a4_FR,o a rr _ u n s RNUL,R,D _ ., ° ANa ;o,) >V BASTING DEPAR =MENT 270 ,937 BF ocOCCUPANCY \\\ \\�}�}} 1 l '> - )' O o ar . r ° ; , ) H mo:::= ^ �. .,� , :,,.: : s o. OCCUPANCY GROUP a AREA LAB SF _ � ` \ \\ _ , A 3 Nc N.. ,. o s:�o °.a v,. ,.,. ., 2 955 B N - j , \nnsnx \ OCC L i._ /,... t 150 f. Flo o 'I oa . °. • cOJ's Vac. ,H v d,.m a PHARMACY oi30 SF . D 1 _ t 1 A e l hA I v V w N.,.N 0/ A r us. S EDU `I , r u pl na h PF R a r c/ OPTICAL 7130 S t SE PAPA F° - - / " °" w 4 o IPE wa G A, /' c 26 as c a 14st .LOOK D Cr IS S` a 1 E Icy, nxG c _ J ; t` w - .,.. `:., a ca.. SECOND FLOOR OFFICE 10925 SF B r �\ 0 W . ,. . .. 6. r 1 . W MEING V \ \ \\ \ ' AFC / / 1 \V A AAAVAAA ° N N • - t 1 TOTAL eu.5 C S PIPIN \ \� „ ;O 5 d •,0 n, _ _ I u ' � � , A . ° pGA 'N IIA 774.30 Er o -✓ - i... ,;.. w. N. a CCNS 4J It;;> OITY OFG ON ION _ TOT ' B o , ] . SCO „F ',4.,Rx eU1lDIN Toil 9 R•J A.5 4 5 a °, a R S PROJECT 1A ANON T NANT M ON 1 '= .n P1S CIRCULATION °OEO 6s5> a o vP ✓� r . t a. CONSR /�lON ESTIMATC 9� 15�,650.CO F{G OtO • MADE c P ✓ .k, IDw^ Nt "' /' c•P°- w F a E gn4 °N° RSION. . / //A P pe L U \96 " °` a kJ <f z / It _ � 0,. .,.: °., . , sr, s, ' „ P ,F / °,P ,. g) j APPopeansa+w:nomol w+xew NEW WORK RE j„ () L) , aY1N` P „ �� O J ° EnMR 9 965 Perm S ubmittal NBBJ N� Dee By �PaVd Rae Sleet Feb a. f � ^ 12/29/95 Ferns)i Submittal C OVER SHEE T 1: • S kl Jackson Street GH csnt1� TENANT IMPROVEMENTS ';EGSI o � A0 s - See attlttle. e. Washington 98104 t> P ! h - - `_ � 1206( 223 -5555 L' Cooperative >~ - - A S ® S Fox (206) 621 -2300 of Puget Sound Riverton Operations Center 4 `_ G WAR Po. OAP a wwresW6. 12/29/95 weged 11 a, PHASE III ,.�...- 4 _T 4iP 6 I 6 EXIS1. HYDRANT • _... _.. n t r �. � NORTH 1 EXIST. HYDRANT EXIST. 8' UNOERfRNML LOOP -' B' LEAtl-INTO WJi@NT7[ ^R' LEAD -IN RI AUTOMATIC SPRItMER RISERS 1 v SPRINI(tER RTSERS i HO H W 1 xW ii I t7- p A. 1:4 CV RIVERTON OPERATIONS CENTER 12400 EAST vARGINAL WAY SOUTH - 1 " w a L. CI • l k ..1, ' E X[ST. HY ➢RANT > cc 0- EXIST. HYDRANT F 'i"'x �.. g $ b y ct ^\ 4 EXIST: F.D.C. ,+) ' tl y :::::::n been revie by the Publi cn g < W ° 8 artment for conforman w ith c urrent o > e �� r cec is subt[ to r s �" . N h d no t a at io n s o f �, z P sgn Additions, or the s - `� adopted st an da rds Ac or optanrdinances l e G $p r the aq o 4 the design ecl :h ii .� .r. _ Ex1Sr 1D• UnOERGROUNB d eier. Addit, dti O ;._ 4 thes d after this datll er l 'or i iS t. m e wi ll acts fo L anc de e and will require a resin of u - EXIST. two POST INDICATOR -- revised drawings for s p n d wn approval . ra" a'+ � EXIST. A' DETECTOR CHECK VALVE -- Final a cc ep ta n ce IS SUbiect t0 field inspectio by g AND MAY, VALVE IN CONC. VAULT the Public Works utilities I syyya��sctor. Date. 2 / /Q6' y B ..: Pi46 - 0016 414 --- • 1 -- 10 - -B' LEAD -IN TO AUTINATIC SPRINKLER RISERS �� L ...,4 I • I' EXIST. 9' UNDERGROUND LOOP /� :7' iii' ^n ^ ...,..:1. i { � �E .114- : —_ (�)Y-_ o o q g i N �� jl EXIST. FIRE DEPT. COIN - 01 5' 1 ' E� z 4 � ., tra STO I l?lef.; r, E %IST. HYLRANi - (2) 29' HOSE THREAD ° d (°,. r rc • GENERAL NOTES MATERIAL LIST L - = L __T:. t -- I I — � n q � c J_ l � � —11 4 � 1. WSEP TO REPLACE EXISTING 8' DETECTOR CHECK VALVE WITH 8" DOUBLE DETECTOR CHECK VALVE ASSEMBLY 1 8" FEBCO 876' DOUBLE DETECTOR CHECK VALVE ASSEMBLY W 2. NEW 8 DOUBLE DETECTOR CHECK VALVE ASSEMBLY SHALL BE LOCATED ABOVE GROUND g t AND IN A HEATED ENCLOSURE ('HOT BOX') 2 HOT BOX MODEL 'HBfiO' . F I A � . r +( 3. EXISTING CONCRETE VAULT TO REMAIN, COMPLETE WTH FIRE IEPTARTMENT CONNECTION W/ CHECK VALVE s 2y 1p rP" { 4 NO CHANGES ARE TO BE MADE TO EXISTING UNDERGROUND PIPING 3 8" CLAS MOOEI. '671' VALVE SETTER - FLG. x FLG. / MJ. - r ,j ' ` . ' - INCL FIRE DEPARTMENT CONNECTION, YARD POST INDICATOR V 8 N GAL GROOVED COUPLING VALVE & 10x8 FLG. REDUCERS 4 8" CLASS 53 CEMENT LINED D.I. PIPE - FLG. X FLG. E `- 1 1 P O. NEW 8" DOUBLE DETECTOR. CHECK VALVE ASSEMBLY SHALL B PAIR E CERTIFIED UPON INSTALLATION 5 T PIPE S1AN0 F 6. ELECTRICAL WIRING OF '401 BOX SHALL BE BY OTHERS 6 - ' - 1 7. HOT BOX TO LOCATED ON TOP OF. EXISTING CONCRETE VAULT 7 8" GALVANIZED SCHEDULE 10 PIPE GRV. % GRP. �1 - ' 8. EXISTING FIRE DEPARTMENT CONNECTION TO DE RELOCATED OUTSIDE OF H07 00X' $ 9 6" GALVANIZED G R 00 D GROOVED 90 DEGREE ELBOW i „ 12 - O .I- L . I ago � y triI 13 1 __ 1 11� 1 - /6-B� � 14 - -0- EXIST. HYDRANT C � , 15 -- EXIST. UG. PIPING (, : 'Y EXIST. U.G. + ry G. PIPING I {� 0 Il 01 -I i � o E = b rx.m) r 4�I (, Mi• \l 7 ..: x3 .,.,.. t ...- lf Pr! CK flrx fA • S ,.e) `.r, ,, - 8" FEBCO MODEL '876' N —SHAPE y DOUBLE DETECTOR CHECK VALVE ASSEMBLY In 'Hot Box' Outdoor Freeze Protection Installation !,1 i j RECEIVED cm of TEA 4 atio , _ _ — _ � — 1 gG Kii FEB 1996 1g 4 TUKWILA PUBLIC WORK', reRun CENTER - , TYPE 5 -N CONSTRUCTION TYPE 2 CONSTRUCTION TWO STORY ONE STORY r I e x i t Exist. 1 � vl lv � 1 M e c h a n i c a l - -� , 8.444 SF I 1 I exit ,1 I I I i I — J 1 I t , _. % r 1 1 I r- : �� v l -- - .11!.,.., -I _,_, , , — — , —' —'— —� 1 / _ i 1I ` - d, � I ,1 _ _ .. I ! —._ - -- II _ —'— �I � t j "I � sF ! r l c c 1 l I�� ir i ! _ __ ' j �._..._. ',1 I I��, �11 I � / I 1 Unoccupied o c c u p i e d I I1 / I l; /1 I \ i '1 J 0p!4ica1 1 I LL J r 1j \ I ! ! i , 1so OCCUPANCY ( �� Ex . --f 1 j�� ����,..;" I \ II 1 I / I // // ♦ ) I I I I \ M 1 _ � / A 1 Office � ; L- ' 1 I Exist. 1 ' I++1 . _ — / - 1 1 OCCUPANCY j Data Center ' L.. Jt1. �,�'- -'_'_ ,� l: . I' g38 I e s L s B OCCUPANCY \ / 14 / ,921 SF \ 1 I -. I C 1 i � ry� 1 1 1 L exit 1 1 � � \ 1 / ,_,_,_ -, 1, ,/ j I/ 1_ 1 1 / _1 , II 1 ' 1l '1 jl � \ \ Unoccupied 31 I I 1 1 I If e x i t 14,786 SF \ I \ 1 \ e1I N ew 1[ New 1 � �4 \ j Warehouse j / _ t P In a r m a c y 1' Mech 1 = '' • / 1 I P 1 J I S-2 OCCUPANCY 1 / ' oil 1 � 0 f l !M �1 OCCUPANCY �_ _, , / f� f 1 c e \ `- 1 1 I 21,890 SF 1 , 1 -`" 16,735 SF 1 1 f 1 - 1 B OCCJPANCY 1 . ' a I ✓ 1 /1 / 1,910 F ♦ t.......,.. 1 ; !I 1 New 1....,,..4..............‘4,. ' r- 1 I f is �/ N // / // / /i j „ , - /1 I I �� � r I 1 Unoccupied 2 l %1 Laboratory � . 1 7 p / B OCCUPANCY I 1 L e g e n d 10,679 SF /.I I 21,955 SF j r ONE HOUR CORRIDOR • / %.I I r r OSHOWN HATCHED) �1 - _..__ I'i.. -.. - �/ / /' g I, "r , 1 I e.— ,_,_,- DEPARTMENT EXTENTS r j ✓/ �, 4. e x i t � O f° A/U 5 \_, , , b ( 15 �� 0 FIR ST FLOOR EXITING PLAN DEC 291995 Permit Submittal SCALE: ∎:20 PERMIT COMP J I NBBJ s /ze /ss er Permit S 5 sheet me l R S T FLOOR v .. wA ., Group EXITING PLAN 111 South Jackson Street - - - Seattle. Washington 9e104 !� °a. ±h TENANT IMPROVEMENTS ,t�flL ,� 141.1 12061 223 -5555 �� Cooperative B r n© C84 LW' abided ctlP 9 oa i2 9s Fax 12061 621 - 23 00 " � ` " ° ^� " " " °^ w W1P m w� 4mae I I of Puget Sound Riverton Operations Center - -- - -_ I PHASE III i • I II I , a • I -/ 1. -. l 1 r II ,1 Il.l 1� • It` I __ _. —. _ 1 _ , -- f .,.._ 1 it _ _ - 1� N J I \t I 1 , • r T , j r 1 , h ~ �� i , d �u 1 a " ., , - _, z � � ` , '..- -- -J-r' ' , LL '''. .. -1.c I --. r, 1 1 II AA , I / - _. _ I - 1 .1 , FI q...,. it ' i ( I , _ IL I �_ -� - _ I '� L i NEVI 1-HR . ! - cxs , .. _ ABOVE OF E%ISnxc DAMPER OPENING SCOPE WE k S°RNKIR 1gRK f, 1 1 1 I INSTALL xEw 1z x . 1A j . . h • _ ,_ , I f h _ _ r PER NEON IN 12'H x C LOUVER PER F ' ', v i / 1 f • OPENING PATCH OPENING AS 111 4 � . j - _ Ra REWRED / /8' 114E % GN8 --"- LL CI I 90E W AR 111 T '.111 - 9t i I �II X; 1 j I ° ! ` i I _. < 1 ' 1 — a '{- a DE xEW f HR RATED e I.. 1 J -. �� I 1 _ - 1 0 L iC ELEV. EWIP. RM. • 1, r ( r ;Hy SAW -WT PRE CAST CON? WALL I HONE RATED Iq MM 3 5/e' METAL STUDS P. Q Ix ExiS1WC DAMPER OPENING k 1 { {\ PIN NEW L 6 >. "..._.. _.` ..... ! 4 L \�� A�OCATONS D W/ME SIDE APE 'X' 5/0 CWB FA I GNB CENNG A90VE TOP _ II I REF MECH k E LECT FOR I / ' �" -_ -._ _ f _ - ` _ C a L ILr r_w_ r- I�J = � .l 3 ■ 1 INSTALL M NEW 13H 2 /` ,' 1 1 r L I L 1 I L r �' T v PRONOE NEW 1-HR RAZED J _ CWB CEILING 0 8 -0' A.F.F. • 4 , u -R- N E%IST ELEV. EWIP. RM. ` SCOPE MECH k M,E k SPRN ELECT FOA \ - —�` ,II .SCOKIR WORK I I1 EAEN00ENFH OPENING LOUVER HO _ t • • OPENING. W / 5 OPENING AS 1. I , - t, I PER NEON I// A I MR STUD cm �� 1 _ , I 1 REPLACE EXISTG DOW W/NEW ECM. C B 1 1C TO BE REQUIRED W/ 5 /e' Mc % LAM. DR o- . - .. . IIr . ..— , F 20-1/10 n RA l ED PLAST. A0015 0 G OR 0 0 10 0 4M J .. l j I I L i I II i I 11 1 I` i z x y srose NMF gq /g 1 : 911v - -_. �._ •,.__.- 0 -. -... L r..- f -_ • �._ -__ Z _ -.. -_, - -. q ___ -. -.- 1 . -. il l. -. -. 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II _ ... _ Seattle, Washington 98104 • d 0 Health TENANT IMPROVEMENTS - - 04/ °'96 ELEVATOR WORK - _ -- - A1•5 (2061 223 -5555 4 Cooperative xd. t - 20 Fax 12061 621 -2300 of Puget Sound Riverton Operations Center _ _ Append LW wsP - . 5000,0. 40789.03 PHASE El • 0,+ad 609 aom 1/0 aNs d HOP 00, 12/29/95 \',,-!,), .I ' `I , '' I ;',11'y .I'I I' l y\'!_1„,11,,, l(lily :i') I(j „i !i: ccl I I ' �I 1 l I I' 1 1 1 1 1 1 I ' r 1 El i DISTO GAB ORAFS,OP /CURTAIN 1� �' � AN (4,$7",-#7,1, T N NM 6 .I 1 1 I FR OAMA 1 I I , 1 I i t t i naxs. 1 i 1 f L . ; _.._..__..,. .T t 11 i I III ' XISTING TO REMAIN A S - I S ... Y t TT; J 1 :- �I T —I— j ---_. 1 _�, a I. NO I EW. F ORKI I ,, rI t li-- ft NO N W WORK # ..... 1 . , 1, i - ` i - �1 I E" X _ ic 1 MAIN AS IS _ , 'c, t V... 1. 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I , 1 -� 1 i .E � 3 _ _ O DRAFTSTOP @ CEILING NO NEW WORK G TO REMAIN AS IS I e EXISTING 1 I i IL , s , _ , Legend • i- ° ° °-- °° ° s I r L� ! h_ " — e - - - - - - -- D _ 1' I_ T . -. - _ , ,� I -- 1 -- EXISTG DRAFTSTOP /DRAFT CURTAIN - - - - -- -ems — -1 !- _ (SHOWN DASHED) f 1 ' I d I I i ' j = (SHOWN SOLID) RED DRAFTSTOP /DRAFT CURTAIN xp1T0 0 FIRST FLOOR PLAN �( SCALE'. = 10' 1 .c.-- U1'eECViNiwnu (:::i5.0•0.(4.)Lio......t.,::, A PR 05 MS P.4.117 coc. = _ t NBBJ No . Dd. d?n-' 4. Rh Seet Molar z(zs/ss P t Su6mtl F I R_S T FLOOR A GI Ull 01[16/96 Addendum l DRAFT CURTAIN PLAN 111 South Jackson Street p 0 02 05/96 _ C.O.P. Jt Health TENANT IMPROVEMENTS A 6 Q 04/05/06 NEW SHEET __ _ _- -. -, Seattle. Washington 98104 e9 __ -_ _ — _ __ .__ _ 12061 223 -5555 n Cooperative I = zo' Fax 12061 621 -2300 of Puget Sound Riverton Operations Center _- "L�°^"a ORE id, Nabs 4076100 PHASE III - 8E8 Dm UR a.t.e WBP CO. 12/29/95 1 1 I la -- l i t t i} Garden Bridge to Garden I ''ILL) 'm. 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RIME Gyre Stair - - ”" " DUCT ,ENCLOSURE ow DA ED @ 2ND CLG PLENUM peP °aiFU i 12 a 0 SECOND FLOOR EXITING PLAN D p y a )A9Cs , scn« , a — ® m ® C. O. P. #1 ®e LA6 1 NBBJ Dole By 00008ofAm • 000 We Nekar 2/29/95 Addendum sUe uDl S E C O N D FLOOR Q 01/i5/96 aad°°aUm 1 MECHANICAL PENETRATIONS M South Jackson Street Group 0 02/01/96 C.O.P. fl Seattle Washington 98104 Hea 1 th TENANT IMPROVEMENTS A1.2 12061 223 -5555 00 ,. Cooperative Fox (206) 621 -2300 of Puget Sound Riverton Operations Center _ _. Aaweah WHP as s,E• 40789.03 _..._ _. _ __ De,* BEB n•,,. K - Ch ao! v,aP Ode 12/29/95 PHASE III MAN e ■ ou6 I • O CJ © ( _/ F v Q O V © © Q ® Os �.4 O I' , I 2 10 0,: IVY I Zvi: l 1 a 1f J �" �� 1� I ii .. FYI EZ YI 3 w _ _ -- I I I I I I ' 'I , 1 , U o u 1 / I 1 1 II ' _ I � I � , M 1 -- — I 1 ®� ` I l r i. I .., m 6 -- -- 6 5 —r § — — v R \ I , } 1 Hi-- x.-. i , i I 1 . I _ Fi At Z. i A a � • _ �' 1 { � MI II 1 1 1 # MECH. SHAFT C- _ -- EXIST. SHAFT WALLS TO REMAIN [ I 0 _ VW ' . RI Z el �— EXIST. SHEATHING AND TOPPING J f 4:-! O t — s — —4 . :� 228'S 19 PER D.C. - 1 I &LE li 1/2" PLYWD SHEATHING, d I i i C SPACE UT L j ATTACH PER STRUCTURAL E N- II JOIST 7 -3/4' X 18" LEMFL LEDGER , - " j , I `,,,', . ATTACH 70 ONE LAYER CHORD OF JOIST. ATTACH AND BOTTOM H OIS H / GWB PER STRUCTURAL 1 5 8" w ' P-; .. }� r 7 *1 L . V ,� L _ - __.. _ - BRACE 1P-0" DS 16" O.C., • 0 o J »- D „ „ DRAFT STOP w e o R F STO AT ABANDON MECH. SHAFT o o oa 1 a ss i s O FIRST FLOOR SHAFT CAP LOCATIONS p Addendum #t NBBJ A. � d . blabber Perma Submittal %eel rob Seel Nay /� z /2s /ss FIRST F L 0 0 R Group A_ of /I6 /96 Addendum I SHAFT LOCATION PLAN w . /� 111 South Jackson Street p Seattle. Washington 98104 „ Health TENANT IMPROVEMENTS // L{ ll 3 1206) 223 -5555 4: Cooperative Fax 1206) 621 -2300 of Puget Sound Riverton Operations Centel N..e.d y VB3P kb NA* 40789.03 B.+P.d BEB us. KH I' m Ceded NIB. 12/29155 PHASE III _ - - -- MAR 2 9 1E06 t t i 1 1 I PlaS e z 1 o C. IN I, : EXIST. I OFFICE I C E I - m1s AREA NO I J { E %. STORAGE ( At EEX. TEL ,L__ 5 /� �R REMOVE k SE � . � f�o�ocR5 ) � I M D �1 N ,PAINT REUtE FRAME ��r oa) ( AiDS ) • I CORR. 9M IL 1 / OFFCE �% 0 n L C T IDE ' 0 . - A101 N e it ( OOCBFE i0 NFE Ft`3 ` �E'�M, 0101) I - X - IDE _ 1 13 NR r I . I NRR PA RTTIXI E Zr REMDY EpSTNG HOILOW MTAL Q ( - - - - j M Ala r/ EaiSnNG C REU PROND. AEW 1 NA E PARTTON ) / ' ' 1 2' -z 1/1' _ NR WILL k CLC Llp i0 ' P - � /ZO PALOH r" MAiGX ENO 8138 / J I REMOVE ST. WALL SHO NA EO '., r_ -_r A EXTEND COEW COCONE! 'ON . MATCH ADJi WA I __ I N'SSR' CTON N PA Sx TCH ALL > ) :�— '° - I �', C EXPOSED SGRFA 5 EFFECTED BY DE 0. ▪ 6 OFFCE I AIGI 1I ( 0 m c II 118 , I _ I I B ❑N © �I I Ato1) uB = I - CONCRETE IxsrAU Ix F.F. k E. ._ _ _ 1 Br NFR O CE NO - AA cOxIRACT ▪ . � IN FILL - C PHMACY 55 118� � xFE Fr 1 ( I QI21) _ -.© S ❑� 4 7: I I MECx. xausBlEEPC RATED coxsmuc ON � e ■ • s ■o STORAGE '.I tB 0' IC119Ab8) : / ©1 HR ■ I R PAD. 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P. #1 Ida,' _ I E 7'k N RI 1F L imbs Me a aawFxn d Ammons Real fee Dee Nmb l� q ( ro 1 e 01/0 Permit Addendumd1 na1 FLOOR P AN PHARMACY I➢ $ou' Jackson Street G u A - 02/05/96 COP t - }� ■ Seattle WeshN 92104 Health TENANT IMPROVEMENTS 2 t2061 223-5555 t3 Cooperative /8',1',-0. FOR (2061021 -2300 of Puget Sound Riverton Operations C e n t e r - . . - - _ - . * c o re d By _ Lb Luau 4076603 _ . PHASE III - - A ia SD 0...1 'YAP m 12/29/95 - - _- MAR 2 9 1996 PEnMR CL..1 . ..( 0 0 ® ® ® © ® 0 0 1 Moacee)� (2ooea49 EEV ( 200E2 ) - I EXIST. MEZZANINE I I WAREHOUSE , ( "5 ) coNF II • NO WORK IN BELOW IMES III 1HI5 AREA I ( B201 1 NEW DOOR. SALVAGE G W 1IIIIIIghillik I ` / 2 I STAIR a X3 I HR OFFICE CONE CONF �HR EAST ODE a R.O. II •1 I 20051 ( A205 ) , HE HR I j I O (F213 )-- ( F212 )— F211 E - - _ lik O 07 . ,.. ,�. -. - -__ ,:.8.:: ..O'. ?,::.. �.....:, _ gam° _ . -.- __..._ ._..._ _ -- S • MOM .. , I ry I C - ` m m ® , - -- a i o A6 c �'� 0 _m - _..._ - o2n. ooOR m aE REUS6o i. 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I /e' _D � Fax 12061621 -2300 of Puget Sound Riverton Operations Center _._ _ _- _ A�AeN bn 40789.03 IF- < PHASE III 0 a«F. .d DEB 00= BED, 1CD d 45 two . 12/29/95 - O - _.e 9 ! 1AR 2 4 1996 m • PEn'tTC,,,ER l r'1 • DOOR SCHEDULES PHARMACY OPTICAL DOOR DOOR FRAME HDWR REMARKS DOOR DOOR FRAME I NDWR REMARKS No. Door Rile MATERIAL ' Label I Typo Material i Head Jamb I SRI TYPE No Door Sloe I Material Label Type Material Head TYPE 4 0 KEY ACCESS, HOED ] 0 1 3 C 011 B' 0' x B' B' v 13/4' HOLLOW METAL 20 Nn B PLOW E I - - RD WEN 4 N HOLLOW METAL I/A5.0 fA31RACT PRA. 01 0413 _ J 6' x) 0 3/ ' PLASTIC URINATE v 1 4 20 Mn - I _„ A ALLOW' METAL /45.0 _ ? - 22 COTRACTOR PRCNDE, CA - 0100 0 0 x J 0' x 1 3 4' PLASTIC LAMINATE 20 B AS __ � , ,via.' ll.wN. - .,D1 . %�r�1 I ��G .� �` . A ALIAnxuu 3 /AS. � � � ©`7 1 . A ,� �d �© -,�. . . G A OEEAILED COP OED PROIDE GALEW CN MECNANMECHANISM S ; f -* �" 2-440 /, x :. :�•1�^W ��'•I�QI•`i�� �'Ri\ - N I 3[45.0 6 CONTRACT. - -- R PROVIDE • E108A 3'' x ] O 3/d ' - LAMINATE MO I \ TED A M _ r 1 S4 -_ �- __ cm __ PLASTIC LAMINATE NON AIN - AMAIN 3 /ADO 3(45.0 6 CONTRACTOR PROVIDE EIDBB J 0' x ] O I ] 4 • STIC LAMINATE NpN RAD A MD - 4 SHIN CI. 0 WA' �4' PUSIIt UM N h ION r0 A ALUMINUM 3/..0 3 450 6 CONTRACTOR PRONOE _ • EIOBC 3' 0' x ] O ' • STIC LAMINATE 3 4 KXV -TIED C ALUMINUM 3 45.0 19 CONTRACTOR PflONOE 01 3 0 - _0 0 1 3 /0' PLASTIC 1Ar DR TEAK, O mRNCM r'0 -" EIIO 0110 3 0 r) 0' x 1 3 4' • A 314 30 ® _ �;MED 0110 4-12;2_24, 1 3/ P PL UY NA� _ - - { SLED : - "" PIM C I I I - 3 7-0 13/ RADA LAMINATE W MhO ALUMINUM J /45.0 - 3/45 _ 25 D.1ACI. - -_ -� - EII S-0' ENDING S N 'PU WHIN A A 3 /ADO J /ADO EGm NC 10 REMAIN 0N pf PNNi 00W - . .iroo 1 345.0 3/A50 /- - 4 5 C AC1W - _._. _..__. E112B 0 x J'-0' ] 4 PLASTIC MATE NON -RATED 3 ASe 9 A 10 .IIRACTW P PROVIDE ' 1- �Ci_SIgIKE, PAINT HM COWS ANO FRAME C112 3 0 ] 0 I / 5 C ATE Ox RATED A 6114 J 0 7'-0' 1 ] PLASTIC - N TE ON R TD` ED S 0 A 10 fAW1RACi. PR _ 3 0 ) 0 _I- PIED - CII6 c O 2 fi ] / ImsTaFm^r � SP E ED D - I i wm aa. �G M • L� •D20 �.�11�'7����cr.•u •WSU�D: -_ _- CVO 1 fi 1 - r 44.• . P TI PLASTIC IA4WAh . m 1N ..- .__ - - Nh ORR1N A _ - -' _ - • _C OR : - - - -- - - - 3 0 7' -0 i 3 1' PLASTIC LAMINATE 1 20 MIN =Hg10W METAL p� 2 A5.0 - - /\ Lit B J 0 J 0 x 13/ PUSTC .IN AD EN R TED ALL MAN 3 AID 3 /450 l ��� �_�rtT��. 1..........- � 31 40 0' r JJ o' y , PiASi0 U Nxg2 20 OLLOW METAL I 1 /45.0 1 /ASO 20 d0100CEW PROVIDE _ _ J DOOR DOOR FRAME HDWR REMARKS C141 3 x) 0 x 13/4 I PUS.0 0000013 ; 20 4n. A IHOLLOW METAL 1 1 /A5.0 1/APO I 20 CONTRACTOR FRONDE No. Door Sire Material Label Type Material Head Jamb 5111 TYPE LABORATORY fIOIA CASTING UMW 60 MIN. 8 EASING 3 ENDING TO RONAN, PAINT DOOR AND FRAME RON 000000 010 _ fi' v 0' x 1 3 f DOOR FRAME NDWR REMARKS F1010 .-0' v 8' -B' x 1 3/4 HOLLOW METAL 60 MIN . A... 8 HOLLOW METAL 1 /05.0 0/05.0 , 22 G./ACTOR FRONDE; CARD KEY A, ACID WEN _ DOOR 1//04435.00 10 005300 _ E 00300 _ __ 051 RAaa i ROLL -UP - CASTING TO REMAIN PRIM 0 AND FRAME -- Material I Label Type Material Head Jamb 1 SIII TYPE F1010 00 An. E05ING NON ROTS ROLL -UP - IXIADNG TO REMAIN PAINT 0003 GR MD FRAME PUSnb UNMAN N MN 0 GLOW METAL 1 2 ASO . - 1 2 CONRAGi . PROVI VI DE DE PANG HMOWA ___ - - _ AWE AWE LL" EXISD. E EOENG NON MAEDI ROLL -UP ` EXISTING TO REMAIN, PAINT DOOR AND FRAME 01014 3-0 .] O x 13%4' PUSIIG AMNATE 20 MM C HOLLOW METAL _ 0300 30 PRO E 00041.1 EASIN PA DA NON FI MEND RATED ROLL UP - EASING TO AMR PAINT DOOR AND FRAME - -" 0 03 ___ O n x J_ 0 v 1 3 4/ PUSP 1:41f.- - W PAID RUNE G j - - 3 03PNG r'0 R FI03 G RATED OSSFNG EASING TO REMAIN, PAINT DOOR AND FRAME - f ON R h01 3030 _l 4 0 AHED AMA CO PAPA ING NON RATE) EASING 1 EMS. ID REMAIN, PAINT DOOR AND FRAME __ __ - 4 YIN 304 S3:--SO: v 1'79'..: 1 3L ' P LOM AFOI NON RATED AIO4 NU4 3(05.0 _3/05.0 _I _ CONTRACTOR PRA. __ 0101 - 3 , 3' . ' - o . J x 1 3 - IP SFC N. . AHED _ _ 9': I 4 SRN FI x 1 3/ 1 tAYNAIE NCN RI OI ALUMNUN 3 APO 3/05.0 1 CONTRACTOR PRP. • 0105 3-0' > 0' x I J 1 IPUSnG UNWAIE ,NON R TED' - SEED - - 4 054 2 8' x W-11 x 13/4' PLASTIC LAMINATE NON RATED ALUMINUM A5.0 3 ADO CTNIRACIOR PROM _Y_ _ SNfD FI • 0106_ __ .0' x J -0' x 1 3/4' ;PLASM UVINAT 'NOR .0 -RATED SAN 1 - _ I -_ 4 ED F105 3' -0' x ]'-0' v 1 3 /4' PHASIC LAMINATE N. .TRACTOR ALUMINUM 3 ADO 3/115.0 1 ACTOR PROVIDE . 1[21 • 1 ] B-0 ) 0 x 17/4 Al INA'O KW -RAID. DUM'AN 3/.0 3/45.0 5 COVRACTOR PRDNDE FI03 3 - 0' x ]'-0' x 13 A PLASTIC LAMNn1E 60 MIN. HONOR METAL 1 /450 2 /ASO .TRACTOR PROVIDE - DIOB fi ) LAS C 0 _ _ � __ 3 1 3 ( W INATE YIN NOLLOW MEt 10 NN EASING f05 C r'0 REMAIN, W W , PAINT AND FRAME 0109 9 0 1 0 0 x 1 9 PUSPC NAIE .p NN HOLLOW M ETAL , 450 2,4 5.0 J CONTRACT. .ONCE FIIOA. EOSPNC EXISTING 60 MIN POSING - - - POSTING TO RPNN DOOR. AND FRAME DIIOA 0 x 13 /` - IPUS C LWWAIE 20 4 � - HOLLOY14 1 /A = 0 _ 2 S 1 /450 2 APO I 6 CONTRACTOR .ONCE FI09 EASIINC COSTING O 33 CONTRACTOR FRONDE CARD KEY ACCESS PANIC HAINWPAE___ 1'- I-3 _ -- E - - -�- J - - -O - 01108 ; 13/ [PUPA LAY TE ON RATEDI AL f NM - 5 /A5.0 3 / APO 1 9_ WNIRAGTW 54101E _ __ FII00 6 -0' x 4 ALP DO UVNAIE 60 Mx 8 .ING - - - 3 R PLACE ODOR PAINT ENSPNG FRAME OUP 3 0 7 MARC LAMINATE !NON RADA ALUMINUM I 3 /ASO 3/.0 I 34 CONTRACTOR PRONDC; GRAD KEY ACCESS PANIC HARDWARE FADE LAMINATE NON RATED SNEO 3/4 PUMA 3211 3 0 x 7 0 =0 x ]'-0' x 1 3 4' � B PETROL - 3 ...ICE DM, PAINT EJSPNG FRAME 3 O ] 0 13 I PUSIIC /ORNATE NW- RAiE01 SUED - 4 PIO �� -� : C am∎ � - - I 11 - �f 0113 3 0 J 0 1 3/ 'P SRC AFE SO-0E 0' SMED _ < . 0111 3 0 "7.--o. > TIC HAM TE N. R 1FD', PIED 4 PIED DOOR DOOR FRAME ROMP REMARKS 011 0116 J 0 D 1 3 4 3 PERA C LAMINATE LAMA ' 0.Y . 1Nl PIED - 4 PIED No. Door Sire MhteA01 Label T i.e Material Heed Jamb SRI TYPE _ 3 0 0 1 UDI COI IEDI 9,,. T 1 - EKED F200W1 1 0 x J D' x 13 4 P.STIC U4NAlE 10 IAN. �® 450 _ '603 3 0 ) 0 13f L PUSTC LW NA" q gAiCD' SLED 1 SHED FIOON2 3 6' x J 0r v 13 4' PLASTIC WNINAif 20 IN. �a� NIX OW MEI p® 2 T 6 GWIRACTOA PACNOE 01, 8 3 3 0 T 13 { I P P USIIC U4 NAIE NCR R hp 91ED - { PP -- - 7 BRED x 1 IC _ 01 0 1 0 x�� SIC Ah . MhD� ALU UN I 3/ SO J 450 0 CONTRACTOR PROVIDE WA 3 x 7-9 x 1 3/4' PLASTIC LAMINAR NON - RATED A SHED IJ SOLED DIM 3 7 1 3 MLA. LAMINATE DON-RAT. { - _ ALU U 3 PD 3 50 0 CONTRACTOR PRONOE - ) -- 3213 J G v ] 0' x 1 3 4' FLASPL LAMINATE NON RAZED A SMED - 4 SMED DID J fi D 1 3/ ?LAP LAMINATE 20 4 N OLLO NE_t / iO _,_3/A3.0 2 450 ' I_ CONTR C OR 0 OE _ F216 3 0' x 7 v 1 3(4' P.M LAMINATE NON RATED A PIED - 12 5 DO9 6 0' > O 1 3/4 PU S C LAU ATE RA1."D ALNdNU4 I 3 /A5.0 3/ SO WN TgAC10A PRONOE D, 1]P 5 6 0 .1 0 x 1 3' TAT C VM ATE ..NON RATED NUN J 5. 1 3450 R8 UNEQUAL PAIR, 9 6' A 2 0' FLU.BOL1 ON NACTIVE 2 0 LEAF 3218 USDA ENDING NON -PATEN DATING EASING 3 EOSPNC r'0 REAM 01230 3 J 0' x I / I US C IANNAIE NG RATED _ IIII I 3(450 3 ASO T )- _--- _ -_ -“. 3223 ] 0 x > ,, x 1 3[44 PUSnG W1N lE O1 RAIEO A SMED_ _ .___ _ -_, -. IJ SMED _ ..1111 _ - - ---.- 111_ L 5 CONTRACTOR PROVIDE F1fl 3 0 ) 0' x 13/4 PUS C LAVHAM NW -RAZED A SMED -_ - - 5 ED _ 012 3 x )' 0' x 1 3 P PA LAMINATE DON-RACE ALUMINUM 3/050 3/450 l_ 5 .TRACTOR CONTRACTOR PROVIDE f]15 3'-0 x 7'-0 x 3 4 PUDIC UMINAIE NON-RA. M _SMFD 17 SMED DI2IA 3 0 7 x 1 PUPA LAMINATE IN. RA1NT ALUMINUM 3/45.0 3 /RSA _ 5 CONTRAC OR PRONE 1125 fi0 1 0 x13( P SIC NA W RAIfDj AW NUM 3/,50 3(450 ' 11 CONTRACTOR PRONOE 020 R S-0 . vJ 4' PLASTIC LAMINATE MI A HOLLOW L 1 A/5 AA30 ,, CONTRACTOR PRON PRONE r DUDA _ fi 0 J 0' x 1 3L %113 C 144 MATE 20 IAN GLOW YCiA 1 450 R 450 1 - CONiR C PRONDE0 CARO KEY ACIX55 / . / A -_ _.aa , - s � ._ �y M,a DOOR ._ , __ , - . ST e e R C. ' e A 0 3 R x 7'. v' 3(4 xFL YEtAL TED - OW META 5. 0 - 5 ASA _ S ' DOOR R A. TE D R PLACE A:STING DRS IN SMO R DOOR DOOR FRAME HDWR REMARKS -D CE EA D / \ 0 2. E 5 G EAR OW C 20 RA YX E • EO.AL PAINT OWR ALT FRAME; GATED K•Y ACCESS 0126C ENDING 0 1. Eg - 3 POMO RELOCATED, PANT FRAME DOOR NO Maler101 Lobel �� Material Head Jamb Sill TYPE • : _ � _ i0 'A . . , IASTR�i ..6.1L+i� ^ +'sY L.�•�R � 110A �n4��.��- _ _ 01310 .,- ] 0 x 1 3 / �F SP LAMINATE E RA1PD. ALUMINUM 3 /45.0 3 A5.0 11 001130 ONOE VANE D• :. . 1052 EOS.G OOLfl - a�0 ®fl All COLD DEY 0132B 5 0 v 'PASTA LAMINATE NON-RATED; ALUM NU.N 3/45.0 �A50 35 CONTRACTOR PROVIDE AID 3 6 a J 0' x 3 RA. t WA NpTE 20 MN of '�0© PAINT FRAME EW 005 0134 3 6 7 x 1 3 4 PLASTIC URINATE RAIEDI ALUM NUM /45.0 I 3/ PO 12 CONTRACT. PROVIDE A101 3 8' v J 0' vl 3 4 PLASTIC UMNATE 10 MIN a p0� P I T PAI D, RED BOORS 035 3 - 6 ) 13( PUDIC LANNATE 'NON RAZED FOL METAL M - 3 /ASO 3 /ASO 5 COMIR i PRO DE _- :'I 00030 L.....' 0 ... �' 1 ���.?'. 3t}� +�7'_�- ___ -W� 6 _ ' PVSIC UM M 3 IN I HOLLW _1/A5.0 2 /450 13 _ CORIR C OR _ PRONOE PANIC HARDWARE ___ A151 DONK EMS. 20 AN. _ POSP_ G DOSING __ ��E,, • E410 PAINT D. 0 FRAM D136A 0 0 1/4 _ 1111 01368_ _ _ 6 0 ) 1 3 USI U1N HALE 20 Lex HOLLOW METAL 1/ASO 1/450 1 CONTR Ct PRO - PANIC NNNWARE A152A EX STING FASTING 2G MIN. A - POSTING - ' E% I _ HOLLOW METAL /APO 2/ 50 9 C.T PRO A152B 3' 0' v 0'x 1 3 4 PLASTIC LA MINATE 2 0 MIN EOSINC H OLLOW M .. p ©� ® •'^r0."^' ' • : 013)4 3 0 0 1 3 PLAS LAM NAIE 2a I_ - 013]� 6 - 0 7'-0' [PUDIC V4 MATE IXN R 1EDI ALUtANUM 3fAS0 �3[A50 14 G.THACT. PROM -- -. 0 4 . 0' x) 0' x 1 3 4 • PLASTIC UMIN TE 0 MIN W METAL � ©�� ®C.IFACi. DD.. _ 013)0 3' 0' I ] 0' v 1 3 4 '.N. RATED. ALNAIRUM 7 3(410 3 /APO' .. 15 LOY RAGTOR FRDNOE i1`iY ..•,. - A _ "r��uQ'� ©. �'�.� �'�• ✓W T7 A Tom• 0 0 3 6 17::S0': x 1 3/ P LAN NAIE AL MINUM 34 5.0 3 APO I- I} CONTRACT. PRUDE 11518 3 x 7-0 a 3 _ '� LF� � � '1 39__ 3,,!5,2,_91,-.-,1 3 3/ I LI STIC LAVI xT RAIN' lU UM 3 APO I 3 /450 1R CONTRACTOR PPRONE - _ - "�o°\ft'P J .. + `IP..7 0 1)EnT2�ir. v - -4� �I �L�� CONDUCTOR •DARMA 44 POND �_ ` __- .. -_ US C LAMINATE ON RAIFD 0 10 3 4 P M UN 3 Ai_0 _ I6 C.in CT. PRUDE A156 AMP EXISTING ��� 20 MIN. EMS. DISMO - - 3 ( , E %SPNC D REMAIN. PNNDOOR AND ORANE 011 _ -_ -_ - 16 CONTRACTOR PROVIDE__- .... __. .... W 1 - 0 x1 A / UStU NOY R.1RD� ALL MAN L�03.0 I 3 [ 50 DID ] 6 x ) 0' x 1 3/1 PUDA LAMINATE ON RATED IALUMINUM / 3/0.5.0 3 450 I 12 CONTRACT. PROVIDE ED. - 10,0" 1 _.. ER 3 . 5 .j.__ PER PER SDI! PL S D = H E SC. PER SCHEDULE 1 7 ~ -/ P � = i a 1 DOOR WOOD. P A P A D . Y 00 P W nHl4 W.. 160 FU .E E 6 DR SCHEDULE FRAME ME OR SCHEDULE FOR FRAME IDE • DOOR TYPES � ! =CAL I:o a 0 • J • O IL' REFER S LINE W WALL NHERE TCGIRS I • s NEAP 31. 0 COSTING I_ 1111 A 5./A M ETA 0 TODD, ENDING �� E05i GE OVER RICO 5 /B' GP EA 941E PARTITION 115 SCHEDULED J 5/8' MfTAI SDP M ARCH. CHIP Ai BgSE 5/ GXB EA. PA INSUUi ON D REMAIN UxO AND AABOVE EA. HM. 3 5 B' METAL SNDS, 1W. SCHEDULED DOOR, REFER 45.0 _ LOCATION- AT BO1H SIDES EAST CONC wgLL PpMEL _� PARTITION IF FRME �I CV / VH. /2 NEW Ix BLOCKING - r_ . PART. MULL. ''''''''''''..-„Ns . ` �I _� RA EU BEAD H C�1Q -P- I ii AND MANE H.M. FRAME 74_ ' 2 . 11^ 1�1 I ALUMINUM MANE I�I� RETURN GAB REUNE GLAZING REFER '� lir C I I�I \ AHT A5.1 F. REUNE NAME ANCHOR \ CHAR k SEAL JOINT EA SDE FRAME DETAILS - - R I© REAPS IX13i DOOR k FRAME. "'V ° ' ®: N J� PROVIDE NEW H.41. 00. k RELATE I R f (1 ° 'm 0 " • !- 0 : „' .44E PEA ELEMAn. ANCHOR G o - 6 1 08. SCHEDULE E f r i 004, REFER SCHEDULE :� iW LORC IN EA51 WENINC t• - 77 • 1 6 010 SI RAN �jg 2' 1 3 5. ' v A - � BNO r'0 SRUCNAE ABOVE FRAME Jr 1 LI 1 RELINE GLA21nC RADE FRAME 2.. 4 DR. FRAME 6 e WNG DP. 5 3/4' nPN6 OPNG ',. . .,...,r e 3l 3 T-c• HEAD/JAMB .. / , a r CO RATED DOOR HEAD RATED DOOR JAMB CJ ALUM. FRAME HEAD, JAMB SIN. C) ENT. RECITE H DIM. O EXT. DR /RECITE JAMB - OF o ¢ Addendum #1 m° NBBJ Dee Dy Doop.61I or OWlr DeYWte z /28 /95 Pm'ts4DmTol D0 SCHEDULE g G r ®u i 01 /16/96 Addendum I 111 South Jackson Street • p ' - - - Seattle, u Washington 98104 Health TENANT IMPROVEMENTS A5.0 r� 206) 223-5555 My Cooperative . vRA = o Fox 12061 621 - 2300 of Puget Sound Riverton Operations Center' - - - -. ._ ARrand 7005 DU 1N00o 40789.03 PHASE III _ _. _ - BOB _ Dram ROC :3aded _ ISR3P DY. 12/20/95 • • 406 2 9 Lau_ =ifi. RELITE SCHEDULE �:,I P M1Th 4 AS SCHEDULED PHARMACY WAREHOUSE RELITE FRAME (REMARKS RELITE I FRAME REMARKS H.N. FRAME No. L bel 1 Type Material 1 Heed 1 Jamb 1 SKI No. 1 Label Malarial 1 Head I Jamb I SIII REMARKS _ FRAME ANCHOR -. - • RLI NGN RD WEO -:1112D I SUED _ FiID6A NON RAR LUMINUM t /A5.1 2/A5.1 - CONTRACTOR PROMDE; TEMPERED PLATE CLASS RC ON RATE 05 MDH ATTU E NUN I 2 AS 2JAEI LONINACTOR MONDE - - - -- Al RE SA ' ON TEA 1 - I LUMIN ELI 2 AST - CONTRACTOR PROVIDE; TEMPERED RATE CUSS - RL SB / R ASt 2 A COVMACTUR PRONG __ RE106C NM RATE 1� 2 A5.1 2 AEI - CONNACTOR PROVIDE TEMPERED PLATE .. I/9 WEE GLAS • SHEDS RD E ALUMINUM_ u xu z AS ASI x axAnce PAOxDE___ --- � i_ • RC OIiB M xan R C M (NUM t 2) T2 AE, , OMI TR WACiOR PROMOS OFFICE - • - ' mac �NO R TED G ALUMINA 2 /A5 2/A5.1 .1,ACTOR PROVOS RELITE FRAME Fi REMARKS CE - RCN 9 RATED NE SMEO � LIED -_ -. _ - o _ • No. Label Type Ma terial I Head Jamb Sill -- RC 6 INN( -AFDC WW Nw - ADD _.- _- __. ....... _ • ---- N RF200WI 45 N 551 HOLLOW METAL I AS.f I A51 CONTRACTOR FRON RE CLASS REMOVABLE MR - w LABORATORY RFSWW2 9S x HOLLOW METAL p� EossssDDOS FfiONO, RE ASS CLASS STOP RE21A INW ATE '•• S A SS WW _. ___- RELITE FRAME 2 - IB - R RD -- LIED SINN -_. _. _ .__ - -_ Sum _ . -.... _____ - - _.. -_ _- -__- _. FRAME No. I Label NEO i Typ Material Head Jamb I SKI RF2 zA NW TED SMED WW WE OPNG 00 0 1 5 I C HOLLOW METAL I AS / 5. I CONTRACTOR PRO DE. WRE CLASS re at, NW RATED SLAW WED SEED - RO D2 ON - PO 01B 5 MIN t OI OW META A5 /A51 CON!PACTOP °C DE. 4E CLASS 13 ON ATED 92E WED - A'm Ro - s - x - B - auTri MfML , As /u_i CONTRACTOR D Dc WEE Gus - RE2291 (NON RATED WED SMm i - WED O H.M. RELITE JAMB ATEET WED MO WED RF]2O] NON RATED SHED W 1 R51104 9 - *R-RATED HIED MD SMEO - -- - - - -_ Una ON RATED WED SMm - -- 1 - - I - WED _, 1 4... ... __. x RD05 NCR :RATED E W 2 / A5 2 /AST I :re • ..__ ROAR ON RATED • VIED 5 ED - NEO ALUMINA CONTRACTOR PRONE ^ RF225B NON- ORATED .ED Nm - VIED R01W 0 R RO NW WW I WED_ - _ / \ 225A NOr RA TED NW 5 E - $MfD RWANDA TRAYS ROMS NON R 110 WT SHED _ _ 91 O R 6� IN _ __._ _ -- CONIRACipt PRO, -�..: �_ __ RD 1] R TE01 SUED - 1 NW Rf2zfiB NW FART SAW SMfO " 7. ,, _' - ED _ �� DEAF PLATE OAS, TIP. RD I KON RATED' Wm SAO -_ 5015 `NON RATED VIED OLEO - S :ED _ __ R0116 , non RARDI ALUMINUM z /AST z A/ Ei I v - AW p COVIRACi $ R_B_2BA NDN RATES H HOLLOW ETAL 4 /AE A. CCOTR A��O DE - - -- - _ a RD 1S8 I NOY RATED 0 ALUMINA ` 2 /A5. ?LAST - CONTRACTOR FRONDS t ,•y ,4 N -FA 0 (YORO 0 AIUMxUN 2/A5.9 2 /PSI CMIRACTOR PRONE _ -- A PD W OPTICAL • Jamb Sill .2 RELITE FRAME REMARKS _ / NOM RAE. I N I L b l REMO 5 I OLLO Type Material : He 1 /AE ! WILE CUSS I AE RE02 _INCH -RAND NEO NCO_ - N[0 R UCID NS MIN A HOLLOW E AL 1 /AEI : - MAE GLASS 5 /8 M FA MOOS RE 09 NON R TED NW SUED - i Wm U50. METAL SN E l f �N PI N D . - Sum • __ _' VIED ._. _ - r - 3 - NO GLASS; G E CASLK EFIIft W PL CtT IC uWNAR nos ALUM. RELITE FRAME JAMB RE 1e a v -RAI 1 _ - _ AS NO cuss. TOO CASED CPEN:N CASED OPENING C 0/ PLASTIC C JAM IUR L St E /N 1 REIM ,NON- RATE0 - - I anal NO CLAM; GIN W/ PLATI LAMINATE LIDDED / RN , I" TS P: /E LE PER ENSi TAO OVER RIDE GINS CASED OPENING - -_ -. � - -0' 1 1 .3.-C _W_ i ) -0 ] -0 J -0 5051 RO IN i0 REMAIN M iw MANS BREAD 20g 01_ 2 01 ry II iw A ) L- I� e ] D ri I IXIST CONC W ALL P ANEL IAS'IC UNNAIE IEDCE I N 1 1— N , �I NEW 1t BLOCI(INC W/SELF EDLE n COI N ER B EPO. r o ° Q ( ry ❑ m L11 y_ m :rii DO OR RP SOMME OCHHT I 3'H: WG Ty I _ EMOVE E%ISiDOOR k FRAME BLOC AR FRAMED Pm EIfVAPANCHOR �. i0P CONC N E10Si. SWING TIP. CAR PARTPCN • 1 RFllR GAZING REFER WALL TYPES _I A B C D E F G H CUSS PER SCHEDULE CUM, PER SCHEDULE (USG R NE GLASS PP EWE CUE: PM SCHfDUIE CLASS PER SCHEDULE GLASS: PER 'SCHEDULE GLASS: A P SCHEME GOON: PER SCHEDULE FRAME: Pm SCHEDULE FRAME: PER SCHEDULE SCHEDULE FRAME: PER SCHEDULE FRAME PER SCHEDULE FRAME PER SCHEDULE PER EDUIE O EXT. RELITE HEAD /JAMB SIM. n PASS -THRU WINDOW 0" RELITE TYPES ' I ROOM FINISH SCHEDULES • • FIRST FLOOR COMMON • LABORATORY my j WAREHOUSE , e - MOO STE. MgMr ROOM ROOM FLOOR WALL CEILING REMARKS - _ -,- -TO R IT 4' RUDDER GE PT ACT I Fr 8-9E A• RUDDER GM PT ACT I Fr a 9 - - -- 5101 WAREHOUSE xC Ep5ntSo TED No. NAME FLOOR ! FM. Base Materiel F Finish Material I F Height 01 No. [EP W NAME Material FlAeh Saw M0ted01 I FINeh 1.01e510 FInkb Helsel - - - -- No. EFI%OG R Onr� T FlAsh S IL f � - EH t t rla I PT F VI 9 ��� _ -- ® - - - _ ROOM ROOM FLOOR WALL CEILING REMARKS ROOM ROOM FLOOR WALL CEILING REIMMB CORM. EMSTING� NSW EtlS E' ai I FAISnxG 5 Puxr EnST GNB WALLS k C WT Aoo PAtw =INCS "I'S AEW Am o MA _ I WC OP M5ENG FUSING WGWC PT FOSnvC PMm NT £1051 TOO WALLS WALLS k 0.G CUT AND F ARM WO NINGS AS REWIRED NGS AEW Am . m T An n _ R W SATIN RUDBFA OM9 ACT 1 - - _, 1OOC EXISTING EERIE CaSTWG PT cism PAI UST GAS k C LG CUT AN PA D PALM OPENINGS TRW NRE.OR OPr © 4,08. ®` ED Pi ACT Fr B 9 fill] S WAIX a RUBBER GA GAB 1m-A WORDED f 05NNG En51wG E05"55G ■ Pi FxisING PANT UST CWI Walls k IXG WI AND PA. OPEN N6 AS REWIRED © T n Q 0 0 FlOr NNLW E __ _ _ _ 0105 Ems 5]155x5 5 105556 5051550 - Ensiwc EAST GE WALLS k CLG CUT AND PATCH OPENINGS AS REWIRED DIRECTOR Os - ..._ corneae Pi PANT 10 ©��'."��l>�© B 9 r001" OPi : ECHO CCORRIDOR tlaPx6 WsnNG DOTING I PT msIRG E05nNG MEG PANT f105T GE WALLS k COG CUT AND PALM OPENINGS As AEW Am DIED MIN PRIAM 0® ' MELT � fir © B • 0.G LO W.IX OPr BBG GM __ __ Wn =I V- _ F02nNG DE. FEW Pi EMS. F05PxG EASING PANT DEICE WALLS k IXG CUT AND PATCH OPENINGS OPENINGS AS REWIRED DIED UfKE 0© W AEI¢ �i • LUBBER CAB o _ _ _ _ _ _ .._ WIeeOW 5nxG 505556 F k WG WT AND PALM OPENINGS AS AEW Am DIOB dT/f © 09 EWP CRAM F05Tm SING EED TE 9 _ -_ - In I, EYSnxG E05nNG PANT MST GE WALLS k cm cut AND PATd OPENINGS As REWIRED N �ii ER a ._- NOD EH � E0 5PNG N f05ORG _ - T 41 -- ___._ ........... _ .... __ Vi U W5B W ■ Pi 9 0]RPoDW TR P i M 0q;p 2 . EREN M Cab PT T Rb n'"" 1144611 1 W n _ D , r • RUBBER CAB/S. PT/Fr /Er An l .__ Mil__ COATS E"..-- e s -- sTNG 1w� OFFICE 556 ®�® s. H 52 CONFERENCE 2 T .._. — RUMOR /SLED m �© J CONFERENCE D i WEE /Nm I I IN A �Brj�,}yv�® B 9 • ROOM • ROOM FLOOR WALL CEILING REMARKS 0112 - N smu(£ r • WEE GwJ Pi K lr Ir ° OILS DIRECT No NAME LMMdoI Finish Soso Material Finish Material FHM NNW . OP ' OLR2 T 'XUBRR 6W0 PT An I El - OFiI .. No. wAn C Z,13- ND nT RIMER B PT B 9 011, Mn EH `" m ;CT, IT , - 0 PHARMACY one cS RrA:�.ar„7 %7t"7 F21a_ COPT FF NEE G m ACT cm SIM__ - . A s7 1 � - Q Pi a P • E Fuxr G 2 ce CPT RUDER poR PI ACT 1 TT 8 N - _. ROOM ROOM FLOOR WALL CEILING REMARKS W :, Na AILED IalerWl Fidel Maladol MIA Motedol Finleh Highs ems OI B MIC FI¢ NP Rim m fl-DE .__ _ _ _ Iw STORAGE lOT I A• R u WASTE M r RUMP Pr f I D vcr R 9 Ra _ N o LA _ __ - -_.._ TILES 551 ' Aueem WED n 2-8---.22- . _.__ _.. _ M 0 gre 'FL n RB U 105 T W n DT 01 �A 1� _ 01 IT 5 012N WSrzMEA mwORi e LIBRARY CPT - S S OTTICE o I P PRG a OPEN CP. mow 0 L OFFICE mo TT 9• R 096,Wm , A: -� ffi I R 9'RD CAB FF 52 9 ° VI IE EQUIPMENT CO T n AB B PT 9 TT --1.-- 6 0 GNLr @i RU O - W w. 5TCA. n C RS RB - FF ACT , - DID PGERT FRED ._. IIIII/ m T�0® OPEN . OPT �� P Lm B 9 D192 Ym 0 B FR . on S . RUBBER . B s FT _. - Iw RsTAngn MT N• wm R R 9• - OIID R. ��[ ©�0 _ ._ -__ - _ __ _ FT AcT, 5 10 RFCE _ f FB m y Pr /IT An I FF 6 9• LET :L7 - . � + AO C z ff 9 • P A N Y n An I C 6� _ __. n ro C — _ -- NNv= - ..__— _ � _ _. m nI cuz Mlwwc Mn9 iAEaAEa _. ,re PT ft 1 t d9 Dlss EniAe _ _— ._______— ..... —_ - TE © 0� EN - . _. - ____ - CONFERENCE ai Ru R ©Q� c ___ PT P.. Nu GnW P I Ae m uareotGCr ,,,I, n DzIDi - - �Im , An I -.' _ ____ _ _ _ - -" --- MO L m i 0 9' TB 11'1:A xe i S a• ®© 4---- B r - c TOR T Ire m 9fi 01 o GAR R • 9 � - .---_--------------- �� E 521 Acv I w - 9 _- ___ t2 VIROLOGY PT -la. 9 AxR 1 - MYCOLOGY Fr 2 _. o EA smPE .... FT LE) Lib - _..04 L - D _ m r n. a 9 ca ELECTRICAL BETE 1 - crre PT EmaED - - OPTICAL i R OOM ROOM FLOOR WALL CEILING REMARKS $ Re. NAEE Me wMI I FILM Base MolorM FAIRS WA., Mee HMMIt • Eio WEHB 4' ER � 1� e `'COPT. ` i TI \O > e — o - . a. n r AIRIER -s b , c5 WSW 3 h [i SrMMA . -._ Fj' - T ._. i• RIBEF ©k".�' �11� - F-r - .- 9� AENRNS _ _. - - i l 0-9 -_ - g E CIN Mr FF M - 0110 m FF � (1* 8 5109 S NEM OM FF ■ WEER <n :h1i� - A.1 __. R B_9 -_ L91m �. ^_' AHOATNRIxO CPT NNN 2 CRB PL ACT I FF 9 -9 -_ m-= _ MFRS -,L = APT Anl E B =9_ __ Addendum #1 O s A \ v; CGNC Att - 4 p . ... '-'1""' ! . ME PAINT. 0. -- -2 v O EIJO mF _, Cl..".''cxe -- m NBBJ 1 2 B d 1P Gee ten. 2 P L Submittal D O 0 R an Grou o 01/16/96 Addendum 1 ROOM FINIS H 111 South Jackson Street _ . S C H E D U L E S � �W p Seattle Washington 98104 Health TENANT IMPROVEMENTS 12061 223-5555 FR Cooperative — — scab NTS Fax 12061 621-2300 of Puget Sound Riverton Operations Center __ A0O WBP Cooked ma 90769.09 _ -- • - _ bed* HEIT simx BBB No INOP are 12/29/95 PHASE 0 - HA9 2 9 N99 - PEitId CC:dEE1 • • OC I HOUR RATED CORRIDOR LID PAN 42) I R W/ 0 0 [ RgTEO COMPENSATNC WANKEL COMPFNSATNG CHANNEL METAL SNITS AND 5/B' NICK GWB / _ ATTACH S 5 P W NAN P SVFRSE NT LOAD ET . (ALLOW FOR ' OF MOVEMENT) TIN X i0 MATCH EASING / / l ar / 7 4 (ALLOW FOR I' OF MOVEMENT) ! D m F OR E P h SONM ANCHORS. R DRIVEN M -- REMOVE DOODAD WALL �__ L� O V � ~ •' ATT LH OMAN AUNNERPARALLEL Ofl k LID AS INDICATED I A S I x GAB 5[B �E SIDE SNDS k I _ - - 1 µ� I - M OxE % AOE (SMONN DASECIs HIGHER 1 W� 1 1 8 5N � W N� I �BII FACER 0 00 PAAniON 2 � ,II 5/B 2 ea —N. META CO BEAD, TIP. • (OE I i0 BOTTOM � 1 x 5 GA C SND BflACE 0 E %I T — - - I \--- -- 0 STRUCTURE - T I • _ _ _ _ . _ _ FINISH ORURO 0 CORRIDOR (SHOWN DASHED) I n °m 1 I ATTACH 9RAC 01A . 5 W PMnn W ° e v (SNOMN C. SHADED) PANE w/ CONT. 20 GA. TOP RUNNER 1 I Ilk '-- . � � I ' N l ABOVE S VI/ 2 POWER DRIVEN DO Smu� ¢ -I � i' CONT. ACOUSTIC cEluxc, TIP. -r,�'IE�� ACOUSTIC neon° o OFFlGf � n ACOUSTIC WINO W /CWT. I 7 N L aP :. 0,a. EDGE mIU A FINISH CEILING (Eq. SLOE) 1 WR RATIO CORRIOGR LID 'MN I •I �AfES C SFE HFI i CONT. 20 w. TOP RUNNER ° ° � v ° � t' .II 1 III 01 SAME [XCEPI A00 ACOUSTIC C ,., FlN SF �WM1N I�, L � . ' j v I I INwunaJ SEE FINISH SCH D. FQR METAL SNDS k 5 /B° TYPE'%' GMH IHO A flAiFO ONSiRIIITIXy G � 3-5/B" x 25 GA. Mn STUDS 0 ✓y uIRIjIll I1 1.. XEIWiS k MATFRIALS, M. CORRIDOR m 25 CA % 3 5 B 1L SNDS 0 g MATERIAL 2F" O.C. W/ 5/B' Gwd D. SIDE 24' O.0 W/ 5 /8' 2-2 L H}.y� I c 11, , � , AN OC. W 5/11' ME'x' awe M �.w 2' -0 OC. W /5/B' TYPE ' %' C'AB e : i 3 5 0' : 25 CA Mn sN05 0 - T 0 EACH S OE ,3 I 1/2' x 25 G0. MR, sN05 0 ➢NE HOUR RAiFQ CONS1RNf11fW i HOUR RATED CONtlRlifllgJ m za' OC w/ 5 /B' CIVB 0 A. M S 25 GA. X 3 5/2 MR. SIM 0 :.L° ,1 I EACH OOE ME %' GIN GA % 3 5/2 METAL STUDS 0 11 /, ............4.... d`•+ . I ON EACH SIDE V / CONt 20 GA MR flUNNER 0 EA SIDE W/ ALWSOC INwlATION (045500 SCAN SHADED) COVET 20 GA MR RUNNER EXTERIOR' " INTERIO I I ANCHORED i0 ROOK 0 IB' 0.C. ANCHORED 10 FLOCK 018' O.C. CWT 20 GA MR RUNNF ° RESILIENT BASE Y - RESILIENT BASE ONI 20 Mll AUNIJER I ANCHORED N FLOOR O IB O.C. ANCH OEED C18' 00 i. N pl WALL OE 0 CWG PANEL —_— RESUENiBASE RE5UENi BASE I IXiINCpNMn(AYBE T n T N P ISN BOR ) Ii .I oR CI PYC yA9E ttPNISH -I.) " FINISH FLOOR (SEE FINISH � 1 I ; WFlLL 0 WPJREHWS C0. SON, FINISH FLOOR (SEE FINISH SCHEDULE) ' �FINI51 N7T (SEE FI NISH SCH,o III( SCHEDULE) Ox CONC. SLAB II \ L � _ iT ON CONCRETE FLOOR 51,13 �OR WY0. Apg lyp 1 WALL TYPE 16 0 WALL TYPE 13 - 1 HR RATED O WALL TYPE 10 - 1 HR RATED O WALL TYPE 07 WALL WALL TYPE 04 NON -RATED WALL TYPE 01 NO N -RATED 1 , /z. =1._0 `. - : /z - ._p• ,.. ;: ., T; 3 .. 1 ._ a . : - ✓r ,I , LI. lu 1 /z' =r - a Y ., .z.rr .. ,. yl O - t 1 o WALL TYPE NOTES A 1 - SAME EXnaT Aa0 GWB T ((3 s//B' /� MIL SNDS R 5 0' GAB ON AL f 00 ) J EDGES w/ Mn SND O STR 0 ABO aC) 1. PARTITIONS INDICATED AS THUS ( X ) FROM TOP OF uN 10 sRUCl. ABO ARE TO HAVE ACOUSTIC INSULATION (UNLESS �FINISHDUxc o 5MON01nW • INCLUDED IN THE BASIC WALL TYPE). 2. GNEI W ALL RATED CONSTRUCTION S i0 BE TYPE 'X'. TYPICAL a 8 11111111i111111/ � �x) it w MIRES o e' - o' 00 ci a _ 0 RESIST 5 Pff, TRANSVERSE LOAD 3. WHERE FIRE RATED &NON - FIRE RATED PARTITIONS cam ` ATTACH w/ HAND WRAPPED FONT LOOPS. INTERSECT, THE FIRE RATED PARTITION SHALL PASS IN RM •0000E055 N0 FINSH CEINGFUL G CHANNEL \ 11 SIM. WALL TYPE C NEL (ALLOW FOR I" W MOVEMENT) OR EWAr9oN ME AN 4. DIFFERING PARTITIONS SHALL ALIGN SO NAT 1 HR. RATED CORRIDOR ( gtloW FaTIt I' OF MOVEMENT) c uB FULL HEIGHT 1 ��� '. .,��,.. ATTACH FM RUNNER PARALLEL W 110 TO NEW RATED WALL SHORN IIIIISNII119311 IIIIIIIIIIDtNi 1111 0 11 3 0 8 11IIIIIIII :IIIBIIIIIIIII PfRPPENDICULM to P 0 1 WALL PLANES CONTINUE UNBROKEN W,TI!IN ROOMS DASHED (SEE NOTES BELOW) 5 /B' �rT o (UNLESS NOTED OTHERIWSE). m AL ' -o• ' u. SIDE OF ONE SIDE ONLY f , PARTITION 055500 WALL) EN (z' ON ACWSTIC CEILING 5. ALL DUCT, PIPE, CONDUIT & OTHER PENETRATIONS >? v THAI FIRE RATED PARTITIONS ARE TO BE TIGHT EXTEN 3 5/0' MIL SILOS k ti a SPACER k GASKET FITTING. 5 /B GAM (ONE SIDE) r0 BOTTOM s 1 5 /0' x x5 CA 'C' SND BRACE 0 6. PROVIDE REINFORCING STRIPS AS REQUIRED Kt ALL ) OF STRUCI ABOVE b e e OG C R To RE5 s Pss TRANSVERSE LOAD. ALTERNATE 50ES.' m GIP a 5110 WALL 5• CDG TRIM SNDS SUPPORTING E QUIPMENT & FIXTURES SHOWN I ' ATTAW BRACE TO TOP PARTNER 1/ ON THE PLANS & INTERIOR ELEVATIONS --L - N — " - ( ID 50EEw5 k ANC. TO TR CT. 55 Aeov1 w z POAER Dmv1N DR 7 WHERE SIDES I & 2 OF A PARTITION ARE -_- , �1 E Y o < FxPAxS AxWOAS OIFFERENi, THE PARTITION S1TdBOL IS SHOWN On 0000° \ SIDE 1 WHERE SPACE PROHIBITS THIS THE I ®�� p�Ir H COX, 20 OA TOP RUNNER AND WALL SYMBOL LEADER LINE WILL POINT TO SIDE 1. p p DI ® ® uwus cOUX0' .. FINISH CEILING A. SIDE ) FINISH CEILING B. PLAN DIMENSIONS TYPICALLY RELATE i0 FACE OF _ SEE FINISH SCHED. FOR 1 1 EACH SIDE - SEE 52.''.. s Tit M0,. 'NOS o WALL FINISH OR BUILDING GRIDLINES. CRITICAL I HWA RATED C RR DOR LLp PoN L HEIGHTS 8 MATERIAL M. FINISH SCHED. FOR HEIGHT 1' O W/ 5/B' G05 EA. SOE CLEARANCES ARE DESIGNATED AS 'CLR: M SND k 5 GWB M x CORRIDOR tE 25 c0,. % 8' Mn. STUDS (A L t I 9, PARTITION TYPES ARE INDICATED ON 1/8° FLOOR J HOUR'RATFD c NSTRHCTION- ( 24" DC (TO BOT. OF STRICT.) -__ - 4I E W/ 5/8" ME "z GW8 W EA. __ —� /, L PLANS. 25 GA % 3 5 N';METAL BNpS 0 _ N M. 9DE - r -•- -- -- 10. WHERE PARTITIONS EXTEND TO UNDERSIDE OF 2' - 0' o,C. W /5/B TWE GAB _ rl OF STRUCTURE ABOVE, USE COMPENSATING CHANNELS 0 EA. 501 (FASTING SHOWN SHADED) i , . , C OVET. 20 GA. Mn RUNN I TO ALLOW I MIN. DEFLECNON. COMPEWSAPNG � . __ nNWW1 i0 FInR o Ie' Al � 9Afp0 BWAASE IL TRIM COOT. MIL RUNNER CHANNELS IN RATED PARTITIONS ARE TO MATCH pNCHORE D GA 0 . 1 O.C. I RE5LIEN1 BASE �— A FLR. (AFfER TO FINISH SOLED.) TO WALL RATING. F IN ISH FlR EE F. SCHED UIE) F1000 ON (SEE CONE FISANISH O I I I I (B M FINIS SIGHED) CW AAB Al. SWEO II .. -. _- . O WALL TYPE 11 - 1 HR RATED O WALL TYPE 08 O WALL TYPE 05 O WALL TYPE 02 - NON -RATED 1 0 W W'' t aJ 41 ( )- �' 5 ....... ° - 45.00. / ATTACH W/ NA o ARAPPfD s7 LOWS. 0 MAST 5 PRE TRANSVERSE LOAD ITAW TO SNUCt W// DOER DRIVEN Oft EXPANSION ME ANWWS. O (ALLOW FOR OF MOVEMENT) 010 F , CSI.0,U -UM O NM RIMER PARALLEL W N M S. W/ NO FINISH CEILING, FULL COMPENSATNG CHANNEL COMPENSAHNG ' CHANNE ( SHOMN 91PDE0 p IN W I®II&JPoIN GII BIPtl° �Y0 91 I , PERPPFNDCIUR C PIRTITIXI. ill l EIGHT ON IS r0 OCCUR ON THAT H SIDE I 2 III ( ALLOW FCR 1 OF 00VEIAEN1) 1 , ` g , YEint 000 IN READ, FTPW 1 1 COMPENSATING CIAxNEL (ALLOW FOR 1' J 1- 5/e' cwe FULL xaWT �� O9M a MOVEMENT) ATTACH rO u/s nu LAN __ .... il':H SPACER k GASO( ,� [WT. 10 GA TOP RUNNER Q II �� aVE SIDE ORLT 09 9� m• I���q� L/ EAST. ROB 0 U/5 LIEU. ........ TOMS EXCEPT 000 DM FULL HT ,- III FIN LSE O (M. FA SIDE m ' '° COVET. AfbJSTIC CUING, Im. VIII -'-00 o TO STRICT. ON ONE SIpE ONLY "'_... - � ! ADO N 3 5 B' Nflfl G N OVER _ �IpEI� SEE FlN IW sCHEOUIE fOR HE�GNi ! i EAST GWEW B k / App LAYER 5/B ACOUSTIC CCaNG� Ate— W. 4 k MATERIAL 1TP. I EXTEND NEW sl, PARRRW (SHOWN DASHED) T I w. a •,..............e......o.....o. .......° . °......m ...................... ,....... ..............................° 1 � i n�1 k CW MI ERE INCFDIGCE� RAM. POOH It II ■ � , •••••• •e II E ' %' Me 0 PHARMACY STORAGE 1111 TO GWB 0 U/5 W HER. fi' x 25 GA 4R. SN05 0 n.. 0FINISH CE Y WNG EA, SIDE) FINISH CEILING EA SIDE) - _ ` 1 IC SEE FINISH SCN D. FCR SEE FINISH BCH p. FOR I'I GGNT, }0 G0. 4R. RunxFA F HBGHiS k MATERIALS, M. HEIGHT$ k MAIERIAIS, M. 3 -5 /0 v 25 GA 5/ MR SNDS 0 ICI 1 CNOOD TO FLaOR OIB' OC N Q 25 GA. % 3 5/0' MIL. STUDS 0 25 GA. X 3 5/0' MIL STUDS 0 24 0C. 5/ 0' 440 EA. SON I1 MSUENT BASE 5 B'GAB ME'X' EA 501 0 5 24' OC, (10 NOT, OI STRICT, 24' O,C. W/ 5/8' GAB ON EACH PHARMACY �R SNDS 0 24' OC. E VV1FP. W/ 5 TYPE 'X' 050 W EA. 021 STORAGE H I 'I 020 1 1 1 1 1 E n 501 ) LAYER OVER CONO CURB SDC V -� __A,_______ CONi 20 GA MIL RUNNER FLAM RMRM ANCHmN To ROOK o HB' o 1 1 ---p �• COVET 20 GA TRACK ON l 11 o RESILIENT BASE NEW CWC. CURB AN �. Y 0 2' -0 OL COVET 20 CA MR RUNNER GONi 20 GA MR RUNNER - '41'02.'9W . f x Sx SIGHED.) ( ( t, b NEW 0010. CURB W /14x12 DOWELS ANCNOTED 010 O.C. ANCHORED 0 IB' O.C. � Il M. P '' BI 4' 0" O ORILLLO INTO EXIST LINISN BOOR ( SE E FI NISH _ FINISH FLWA (SEE FINISH 1.. _ G WNC. RO OA &EPDXY 0001100 SWEOULE) W GO NG. S � SCHEDULE) ON CONE SLAB r I H I WALL TYPE 03 - NON -RATED _ / , ,- ®p 0 WALL TYPE 15 1 HR RATED 0 WALL TYPE 12 O WALL TYPE 09 ` ^L IE O WAL NON -RATED Addendum #1 WALL TYPE 06 - � TRR 00.50 EON ST 0.8,9,9, a! Rm. 9001 06 9.e 510'60, 1\ L L J z /2s /05 Permit Submittal WALL TYPE G r ®u 0 o1 /I6 /s6 Adesndoos I SCHEDULE 111 South Jackson Street • p -- -- _ - Seattle, Washington 98104 4 . Health TENANT IMPROVEMENTS A9.1 12061 223 -5555 4f Cooperative .. so AS NOTED _ Fax 12061 621 -2300 �e� Sou n d ulilie - - -- A4yuadBy WBP - - kb N�LW 40789.03 of Puget Sound Riverton Operations Center _ _ -- __ -- _ - -- PHASE III ... - D BEB _ awl RH C1001 WBP Oa. 12/29/95 -, MAR 2 9 1950 - \ NEW 1 -HR RAIED IN-FILL 0 I 0' E V i Sn BEAN n rPARTITION. c 1 N FAQ I — .. AEFFfl 0 STUCNRAL HIEDI ' AT WA VERIFY NRDNE N EFDS �I�1�I ' 2X4 CONT. BLOCNIxWS (2) LOCAROES If,' �, I, ' 2) ASV. SHOP WDI PUN AT TOP ALUMINUM DOOR FRAME. I TTOM AND 00060, PL -x, OP. OoOR c1O2A � �, \J WEN Nro SHELF $ t •• �� SrumAROS , 150' r A5 GA 'C STD DRAW P. CCOR,, PLi 0 0' O C OR O RESIST 5 PSF ' p.� ` y� _ I ' = � [f {1P1 IR.Ax51LFSE LOAD. ALTERNATE SIDES `u rvF.. • � p .•f I STEEL 'C' :[[0000 EDGE. N S 12 OPENG BIN I m GHT i T I ` i WL1DF0 WEIR E f r Slit —II o N �F •� :�• PLAM FINISH, PL x. M ACOUSTIC COUNG 5/B f.WB ONE SIDE 3 5/e• nos lI�i1. 1` n .•s'°.,`, �I ® GWB IN -FILL @ CONC. WALL O WALL MOUNTED CABINET FRANC JN 10P 'all [[I) tl - suss 0 OT IHTHTTONtlET v ,.I , • .,. n E: , , O' -, Attfss noafl (ox T a u su) • ��- -I- - ee2 0'� sA I [ `"� 18 0" ± FULL TILES s' - PLAN BACxsnASx, PL -., Tw. Q IL L / m �F 33 p .. F LUSX EXIS J, 02 PFA REV. NOTE 5' 6' 6' • d• p . f NEWN. CC4G SLAB, FLUSH W/ WWI 1_ EDGE. PL A pp AND FRONT L, ' y . , PLAT OUNIER A I . -- _. 1 I;F K '.'•.•�.> 0�� STANDARD BUTT x1xCLS (2) PR. OW' 0C t 6� f • . y L. li II g � � p�f,�. 'l su i i CORE PULL TAMED �NF.S %• y ' EAST ACCESS FIR i° R "" �I AND PEDES ALW TNT 1 ....................... •• ri fi' REMOVE k flE INSTALL _ = 1 3/4' P, ONES, l SHUT PLAM FINISH S/0' GNB R °V° flt 1/3' ffl .:,;` p • i (I) AT TOW O. SHELF k BOBOTTOM PL -PE STRCNRAL (WERE OCCURS) ' ��� ESE �CESS RE-INSTALL PEDESTAL i0 RfMAIN. ry FLUSH WO. 4HEIT STPNOARDS ACOUSTIC BATT INSUL �^•.•.'^^ (2 I4 _� ; '! ELWe , MSTUD . .. BI LRRWA,1' pSPNC LOG B / j _.61 � RASE, PER FINISH SCNEOULE • 1111 O EPDXY 5 hR 0 OU T BARS 0 16 0.G I ® 5 ' A -I Q 0 WALL TYPE 14 - 1 HR RATED CONTROLLED SUB. - DOOR #C102B O `SCALE: 3/4" - I. °" O RATS SCALE: , ,/j OOR IN -FILL (CONCRETE) O BASE CABINET - TYPICAL SALE: , 1.-17' ,.... 1 1/2 Metal Rod -US26D Let into sides REFER TO 57RUGT. FC4 RESAT ON 1 - 2 NOTE: 1 1. 3/4 Plywd Top, back, SEE sxr. SS.1 //0O. i REFER TO INTERIOR ELEVATIONS S bLcends A supports - _ FOR SECOND FLOOR OFFICES, NEW COLIC. SLAB PLam all exposed 1 fi' �� Y SHEET A6.7, X10 & 12. • AS 1z -- / surfaces (PL x) fi STAB C1raT r g00 5 /4' B DIA. HOLE - • / G� �4�/• 018' A ARS X 2 -0' MI On T 0" ! 4 , RAY r9 010 OC ■ S v 25 GA C STUD BRACE 0 'Y� ;, EX SVB ON cRP I \ -- 15 I Tu PLAM 0 ALL EMPOBE0 0.1.11,1,3s5/8. PART. 0'- b qV 10 RE4Si5PSF TRANSVERSE LOAD. ALTERNATE AD �� IIIII III11 t \� —y m 1111 1111 SURFACES PL r itt 1071.1 BRACE TO TOP PARDTION w// I �. f 1 91p III HI 91P =' BEARING SCL Sir (2) i P, NREWS k A 40 TTACH 10 s1R11CT. w/ z EAPARN ANCHORS III 1111 PLUMBING DRAIN uxf S _ mw• : I II • NEW P : 1 NEW CRAWL ' M POLISHED EDGES SHELVES. 1E ITO IM N o I COPT. 20 GA TOP RUNNER III 40E WALL( 0' O.C. TYPICAL ` � III o y -2• . - � I S 0Ppar t s r p © FLOOR TRENCH SECTION 1 5/B' MB ONE 90E 3 5/0 STUDS FHANE M TOP OF 000005 - ove• 3 O S SCALE: 1 - I' - n ^ i :m.a� - M. I C04(REIE FLOOR ' g 5 /t6 R 10951 Bobs A �° HAN cauxTERIOP 5 0 FRa+T ACOUSTIC CuurvG © N — 12 O.C. with t I 11 _ P 19 - 1/2' S:M kiay required e / -1— . .� oboes PL -v. ITP. NTS F. I � • HO E. - Provide 1e 1 wide section of Coal Rod Se i I 1 i ,I Shell al A'0 "alf fo Centerline of Rod TORE PILL p 0/ 1 9, 00005, SL AISLE, OOTiO PLAM FINISH E wSTING NNCREIE e 66 4' N. METAL MO - (end of dose)) �I._H' AT W, EDGES. k M ELOCR, ( FlN.M. REV.) 'I 5 � N I _1 � RUSH MT. 5000 STANDARDS jI PLTwLGO- -PEA SIRUCNRAL 1 M° DOOR k BACK WALL, PL-.7 ACOUSW BA I{ R INSUL ( I CABINET INTERIM MEIANINE FINISH EMS. CONC. SUB OP- !L 1 L��_ p EpC1 PL -x CABINET BOIT W e f i BASE. PER FINISH SWfOULF. MAIL SLOTS COAT ROD and SHELF $ BASE CABINET Cod O WALL TYPE 17 ® A, O WD, SOr. OF SNRCNRE 1 O , J W iy E CIX HPE 41 7 CHANNEL. , Z Q I Iy ALLOW FOR I' Of MOVEMENT I IG 3^Vp XIENO SAAR WAo /5 STRUCTURAL OECN LL ABiOVE U J S /B' x 25 GAL STUD BRACE 0 Q J : TRANSVERSE 9 °C Q't A D RES L TE 5 TE aE @ ATIVAL RA CE O LOAD ALTERNATE SIDES. W. rN ATTACH BRA T N PDRON W/ -� " U (2)✓8 ACH - ADOV£ W/ 2 Ew'ANSION ANCHORS, 01 ��� II CONT. 20 CA. TOP RUNNER 0 F; 1 "� I �1' ACOUSTIC 00405 II 5 /B' CHB ONE SIOE 3 5 /8' ST. 1r� yy �' � FRAME ON TOP OF DOMING __ A..., =IF ACCESS FLOOR (oulr o 14 SW) A k L ,o f EAST. ACCESS ROOfl r D PEDESTAL To REMAIN • �� Q I''' 61 .? ry (WHERE .UPS) :I 5�0' GN8 OVER . g F.R r Q S 33 W[ AM-PER S UCNRAL. % V W 5 ` I L A 4 stn. BAIT INSUL LL Mt lMi :! N I T. METAL STUD 0 WALL TYPE 18 ® Addendum #1 0 =›. m I J ; f rL,O. - Drh Ay oemgrrn d Ro-.,9oe Boor 15B 4eO NA at NBB z/29/95 Permit Submittal DETAILS • 11 G Group 01/16(96 Addend 1 P1 South Jackson Street ' - Seattle. Washington 98104 , �. Health p TENANT IMPROVEMENTS A9.3 12061223 -5555 u ' Cooperative .. - -_ kola er NOIE mlmrne 40789.03 AS Fax 12061 621 - 2300 of Puget Sound Riverton Operations Center -- - - - -- - 0 ®T.d BEB Draw JOT Cheated 1 we 12 29/95 PHASE III • MAP 2 5 199E • r ■ I II �I, i N k 11 1 ; I y it l • R m ciu" 9 D eS A la iar "a I 11 J'L r -. -:_ I .:. � . I� . FlN DNG REPAIR ALL DAMAGE 1 PP II I 1 ` n All PENS^ Hans l I I' �l ::. _= :::d 1 1.. - 1 II • • - - L - 77 - - - l 1 - - - -- _ d I.- -- ' r_ .- °- 1 1 � - - 1 I II II 1 i 1 1 I � i r • 1 II 1 �_ .._. ,,_._. - ...._�._.._..�_ ;I I 0 1 I . 7 F '111----- sl T l 1 EXISTING NEW O REMAIN AS -IS Y" ,, 1 9 y ` 1' 1 1? _ I l_ _ ,N - - - ° - -- ` i = -. , ,. ,- . - -_ EXISTING TO ( ;II MAIN AS IS n L u �. _ ' 1 PAOWOE a RE DiwN Exls 6 R j ,_ ' A I _. / - I ,:. i 1— :1r 1____ !i II I — t .l.. i 1 -_. _. �....- . J _ , I onarisraPSeoFrxr jc ' l.,.1 _,�.= � i 1 � I � _ ... 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Osmo d Rer Roo M• gal N 04/05/96 NEW Issue FIRST FLOOR A 04/22/96 ADD DRAFT CURTAIN DRAFT CURTAIN PLAN 1 11 South Jackson Street p A �. a. t04 3 Grou TENANT IMPROVEMENTS _ (206) 223 -5555 I Cooperative 1 - 20' „ , Fox (2061 621 -2300 of Puget Sound Riverton Operations Center _ .d By WBP mb 40709.03 I P HASE III _ _._ - - Nagai BEB CO m TJR add 4/BP BP 12/29/95 i ) o O CSC Q Q Q O O Q ® ® Q Q 1 • I 7 , UNOCCUPIED . j (0140 ) CORR. ( 10004 ) a ' i i fO 1 ;® X 5 I © R r�Ew n 3-0' 1 0' - ' 6 ELEC WSJ I I C141 ) _ _ LOCKERS zr I D1107 /I ii S 6 I r 1/2 ® • 411 , 1 1 " I 20' -Y ' IT 0-0 EO a ELI ! — l � 3_,1 .�0 © I ©, PHARMACY I 1 xR _ 1 I SEE A2 3 I RD OiC_ © i xa � i _ � _ I 10 6 8 s 0 6 22' -0' 36' -2 1/2' 1 9' -2 I/2' 17 -2 I/2 9' -R 1/0 0' -2 1 /2' ( 20' -2 1/2' . . 1 _ Q RECEPT. 1 �� 1 I' 0 A COKE R00 _ a I (D101D 7 I' 1 HR _© I HR `� 1 — — I .II NR 40 � 1 1 1 L A, ©ECH kill ARCH IVES STORAGE . OFFICE DIRECTOR OFFTCE OFFICE I I DF TEACHING 'AINWG CONS • INTERVIEW m Ew - A Cotta) (Dv] 1 I D118 1 (Dns) ( Dna ) ( Dn3 ) " mas A iEC - . ® I r ,® _ I 7 D101A m I I D12 m I _ I D102 OFFICE i a D 12T o � - m.. ° _ io 04. : RD t6 _....R 15 R� ® 4 RD113 °. .. 0 R0112 _ � -. - � ._- "_A 0 A D I0a -.. ll( GF '. �._ 0 RR ` 15 12 ( CORRIDOR RI EO 0' -0 ( D101C ) ( 0102 ) I q q �� fJJ a 0 0 0, 6'B' -_ - ro ._.. _.._ I I . I 7 _ CO N � I RD (R D1 ( T. ) PROG �„4,:,1 \� ED ED . v ELEC. COLUMN. iYP. 12' 2 lit z -2 1/2 2 0-11' I NRR. m SEE ELEC. DRAGS 'EMS es D136: O7 I. *-� A!�ea4 Q Ef D w c rzC'. • •, - ] �- m ill �' ��I D106_ _ _ RD104 ®^ � -1 I''. m � o -- o — v OPY/FA s' I OMIN�MGR 'mil c m DIRECTOR DIRECTOR DIRECTOR EL) El; I� s1u6 aui roa soil GOT DUCT FOR Es ( Dtoa ) 0 I OFFICE j Ellst oRUx n call wAiEa NNE H. AEOV£ CPU. j A I mD] ) I Dt06 f 0105 ) ( Dt Oa J ( Dto3 ) 1fEC f ® i. 3 4 _ I f a NEW ® m i D107 1 0 WASTE R&D CUSTOMER SUPPORT " 2 � ' 2 N I ro co FO FA' fo N' ' c 11 - 0 L El ( D122) (0123 ) ® CUSTOMER W ® ,'- 6Yl I !, ° m 1 / 2' 4 4 4 1 3'x3' U31DTY COLUMN P Ai _ • 4 4 £ 4 41 _ 4 _ 4 ,� '.'� 4 uxE ^ e . I� __ 10 -0 10' 0' 10' -0' 10' -0' ,y-o• j 10' O' 10' O' 10 -0 10 -0 10' -0 � � OR CO N ®� 0 ° I e . , SEE ELEC. SPEC. fi B. - 1 °BIOLOGY ' CA Fa 11 I ° WATER A 1 i 3 iI m UNOCCUPIED .' r 1 6• J, ( P D oii�36 LAB ®� A � _. -- - . ® ® - �® o C j O - NO WORK THIS AREA 16 O 3 D s fi' 9 PROCESSING _SN 13 10 11 /Y 0 41A ® n G 41A CO 41A I 41A 0 ® 41A a ® 41A b 2 Ew J3 < 14 9' 4 . 0. . ELEC. COLUMN. iW. . '.. ' 111 _ ( D1 ) I y 9 E SEE ELEC. DRAGS. 0 ®N TO 2. EIN ®N ®N U El FT/ Et FO ®N 00 X03 B 05 0 1] 0 C % -- b_ 1 I W ( -Y I . • 45' -a' 6 4 ELEC. SEE ELEC CULL DRAGS A, TV. • V'Y REMOVE' } . . LrJ • o Z W - fA Si DR . m NEW ® . 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FO R N FURNISSHINGS, FIXTURES & EQUIPMENT PLAN ,a N Q I I SEE A3.1, A3.2 & A3.3. 2. FOR 3. FOR RELOITE SCHEDULE FINISH SCHEDULE SEE A5.1 _ rr m 4. FOR WALL TYPES SEE A9.1 I _) - 1 = j pp A7 \--i ■ 1. `a Y ®p ® \ ABORATORY PL AN � A D EC 2 9 ' Permit Submittal rzrzA F • \ / SCALE: 1/9' - 1' -c` // vEn A grimy Ode By 094091 d YCO e s Sleet TPA 3e• •1•51a N BB i 12 P9rmu Submittal LABORATORY ■ FLOOR OOR PLAN 111 South Jackson Street Group - - - - Seattle. Washington 98104 n Heath ■ TENANT IMPROVEMENTS I C Tc I A2.1 7 AR« � VNP kb ante ao7B9.O3 1206) 223 -5555 Cooperative A o asiElu - _ Fax (206) 621 -2300 of Puget Sound Riverton Operations Center _ - -. -. 0.4.1 8E8 e.», D DOS G4 mm dsd DEP 12/29 PHASE III 95 , I 1 i� I ( I O O © O O O I I I NIGH ■ 0 I ® I C ss Y VACUUM IN 2, I 0 I „ i i LOC ERS - f OP ' anew IO -9 I /3z )' -0' E I' P - 0 SIM E113 ®I� 6 i- fi'v18' UTtItt PriON. iraill- BIM y — II I I I DETAIL OF 2 REFER A I J a RETAIL 14/A9.4 1•_ SIMQ m� N � 5 : m 1 - 2Nl ® 20 �13_ 2 LOUNGE r M DMA — ( E112 T® 2 MI - - PA0' E CO BLOCKING ( E111 ) P INWALLFO HU 2p' N UIP . 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REMOVE 19 e R \ CORP. WALL �- _I & NISH TO I CTI P CR rvOR. EXACT ) T �� -' W/ RAlEO CONBIAUCTINV (tODC1 �` fEC w f WAREHOUSE I I r♦ SEE A2.4 g , GENERAL NOTES FSI Q < FOR FURNISHINGS, FIXTURES At EQUIPMENT PLAN ,--1 SEE 03.4. < FOR DOOR SCHEDULE SEE A5.0 - II 3 ? m 0 FOR WALL ELIOF TYPES ROOM FINISH SCHEDULE SEE 05.1 r Q "' . 1 ^ L11Y sr m. r- _, ® 4 O OP TIC AL PLAN DEC 2 9 1995 Permit Submittal O s SCALE. 1/8 = 1' -O" CI- PERMIT CENTER NBBJ Dole By �m� I Su N0 12/25/95 P n,1 S bEn D) I O P T I C A L Group FLOOR PLAN — _ 111 South Jackson Street "° RfparE ED Seattle. Washington 9,3,04 i Cooperative 1 Heal th TENANT IMPRO VEMENTS �) ANp A2.2 12061 223 -5555 ARC E ,An ':2-'2--J'''' s� 1 & t G" i • Fax 12061 621 -2300 of Puget Sound Riverton Operations Center _ _ _ AAyawdBr OOP MB NMNw 40789 03 • I - PHASE III roved G D ewe ROC 0 4 4 4 d MP 5 0 ( 5 / 2 9 / 9 5 i i C�) C ; C� CD ® `I\ O © ® 0 n 0 EXIST. OFFICE IN I ' NO WORK IN h IS AREA caRR. EX. STORAGE EX TEL r ( A104 cull iir lac I O ACT (A105 ) 1 6 6' 5 1/ �/ - 7-5.7 —,- 0 � 0 ( 10005) RM 0 0 ( Iowa) — .. 0 . .. -- N .L E 1 O F}IaCE © 0 n Z G C -._ -- IDF , _ I IP CORR. I _ _ NEW FEC / NP, 4 I • ( B138 ) NI j ® /— 2 i ; , ADCN r/ EMS G 1 e G1D1 E ( A/03 ) NP ® _- , 12'_2 I/2' \ REMOVE EEL WALL SHOWN VD TO ) I � _ �r r. —. -r ,i & WEND 1NR Al_ k CLC. _n Tn I NEW CONFIGURA DCN ATCH ADJ. W . WALL CONSTRUCTION k FINSH. PATCH ALL 1-1 �/ � ® " C116 ( 6�) 3 � ©�I ( 1I 1 J E%POSED SURFACES EFF��lEO SY pEMO. C114 OFFICE° �® ,I. D6 O I I CONCRETE �_ 9 4,_O. N m IN -FILL - .,,,IM 4"' HARMACY P _ p - � -4) \ • • ® ■ ..... • Y - - — 4... FI3 • r u. � © P I - k N LL OPENING W ©I HR j , J ) © . STORAGE Y -..._ 4.4! NEw cone. cuaa I / C RATED CONSTRUCTION • I © I HR r SEE SIRUCT. A.' I 21 -O (C11BAlA) ha k FINISH TO MATCH _ - ADJ. WALL MECH � i n � ( tooMZ7 ' ® - � © xP . j EXISTING EDGE OF - - RAISED FLOOR— FD 100M2 FlRST AINEW ACCESS- EDGE OF FINISHED FLOOR EDGE OF COMPUTER LADDER CONF 1 ( A156 ( A OFi10E 0 155 ) , CGNCREiE S. RAISED BOOR —1 _ - 11+ a 0 `- ■ ¢ -- .... � OM I HP ( A151 ) " 55—t V M .... I HR P15 2B -.. _ -. 0 '5 © L' ^ fU _._ ... ' 14 E AISIA AE4) I , 'SPRINKLER i0 BE RER■IlE CLOSNAE D M ABANOE 0 O I6 2 I/2' ': 11' -2 I/2 6 2 1/2' D110 ° 0 'a 0 4R EE A24 F.R NOTE 1 ♦ _ -. ,.'C'. DIM EQUIP — - DIM., ., WALL . Et UNOCCUPIED TYPES. ETC IN RCS HIS * I \ U 0 ( 0140) I I I I PHAR STORAGE ° ' AREA I I I m ° (moo) (Trv. OF a) ®g C FFlCE © - . ■..._ = 0 6 o f 0110) I C ( C 2 ) (AN53 `E A2.4 TCR WORKSTATION c ° ALIGN ; V I ) (, C10B ) S NEW v ` AfICN II -- - • cmac STAGING N ti - ■• _ � 0 WAREHOUSE ° ®__ NR FE -... - - • \ ALIGN • L.�' ._ -. 3N r 1 R ( 0103 7 II' I•_B. I N 0 1R S ® 1] 10 = 22' - 20' - 9'� _ :0M ELEC F I © Nfl } Z ICTOCA j new B(ITPI000) _ J t 4 PANELS = IN' S a PANELS 12 6 r 11 0711 ( C ) LOCK I ° 0141 7 © HR I _ ■ CUi OPENING IN EMSL PAPTTON , S 11' -0' MOE x 9' 0' HIGH FOR / l i �mILL MOBILE MOBILE 0 , 6 a ( D110 ERS ) (loom) �P , V EQUIP. MOVEMENT. ALIGN W/ Z 0 TA LE TABLE TABLE tt�l = , OPENING DN DPP WALL. INFlLL _ GG• A , � - . J J W/ W mE NDICa O i0 MATH �RC1 O $A 12C1GXA . SEE A'21 h FOR NOTES Q n m -. - —j ■ADJACENT RATED WALL. • i �� ,[�; D�j •/ . 4M� W �M �. ^J DIM, EW15., WA�iWES. D110A �. LL D VV`+ \\%J i ETC. IN THIS AREA. STAIR EQUIP. 1 EQUIP. 2 0 ( 1D052 ) III L im STORAGE o ICED _ \ ' I l CONTROLLED SUB. ( man) _ I C r _ mz) _ - WEWEIGHING E cciihi - d — Q 0 D6 M ol W � p ( C112 ) P 00 ' iii -- ii 10 --vol ) ° 1 ( 0 _, .0—Ls -- Ls _ z _ ! -7\1 DIM. EQUIP., IH�ihls pp�.treES. SEE 501 (1ow1 ) SEE A2.1 & A3.1 TOR NOTES, LABORATORY c� I GENERAL NOTES � �`�a W • Q < SEE FURNISHINGS, FIXTURES & EQUIPMENT PLAN < CONTRACTOR TO VERIFY EXISTING CONDITIONS A O I SEE A3.5, A3.6 & 53.7. & TO NOTIFY THE ARCHITECT OF ANY i / < FOR DOOR SCHEDULE SEE A5.0 SIGNIFICANT VARIATION FROM THAT SHOWN. 0 r < FOR RELIT & ROOM FINISH SCHEDULE SEE A5.1 < NEW CORN R GUARDS ARE INDICATED AS THUS - _ a g H < FOR WALL TYPES SEE A9.1 WI . - < DEMOLITION IS SHOWN DASHED (UNLESS NOTED To e ADJACENT. NOTHERWISE). PATC &FINISH TO MATCH �_ e u 3 c sTIC § - c1ry o °P c? : SCII5..... 014at 0 P HARMACY PLAN C D Dec z s 1995 Permit Submittal ©p SCALE: I /B" _ l'-O' OD PERMS CEMER —ao NBBJ Aka - 12 U� Seel 3.RM� z /zs /ss P6TmIL Submittal P H A R FLOOR PLAN I p 1p A 2 ■ 3' Seattle. Washi 98104 i3Grou TENANT IM PROVEM ENTS •` (206( 223 -5555 1Cooperative D D - - - i / 6.. - ' - D _ Fox 12061 621 - 2300 of Puget Sound Riverton Operations Center D*NOU DE " " " "" " " A� A 002*S 40769. -- 5510 Dam JOD Add ASP 60, 12/29 95 PHASE III - I, ,t © © 0 Q 0 C I - ®_ UNOCCUPIED OPTICAL '! -- `n NO WORK IN I 1∎ , r l THIS AREA Y SEE A2.2 1H U rrk� I RC we CORR. 1 I P; lj 3 ©El£V.,,.,..ea. STORAGE B © , o,-"-`H9 $''I (t00C]) . � �, — eu � - - W ''I " I I— - r ( 100E3 ) ( F109 ) ® i MECH WRB I 8'W K4'NGONG - 1 -0 ' ( 1OOM3) CO i.ARWNO I 03 Fl R. (EXCEPT "� 3 • - 5• -5' I .173',1, N I i # rJ i" ( F11 1 F ( n L__ IB Ea MUD WOMEHS O O < A OF RAM ROOM „ EIS TUNE OF MEZZANINE F116 I ;: IS I40 ff. J ABOVE SHELL CxMN OxN FCYtE ( MO ) TO WNB U N (n ry v /��� N I IS O 8 PATCHH ALL SURFACES TO MATCH ADJ. SEE STRUCNRAL c C% c Q A MOB M O j JAN '� ' 6 6 l ( F117 ) pIp V V r { I { OFFICE FIW ? -AA_ . MEN'S I F106 f �` I T I1M ( F118 ) O 0' S i b FE _. - -.. _. -. _ - -. FE — — d K NR 1 10003 ) 3 -U' FIGS STORAGE �— ERNE DOSING LOUVER tl R - I . _ CONF m _ I INELL W/ GONG TO SPRINKLER 1111111 ADJACENT. SEE Y I I MAUCNRAL ,o,„ li F104 ° © 4105 STORAGE I „,,,m. ' I , 611.23 11 I 6p1 0 _ — R RQO .1 ISHCWN O A91ED 7. WALL PATCH A FRO TO MATCH AN. SiJAFAC£S, & DISPATCH TYP. ( Fl03) I I O W 1 E I , o I E. REMOVE EAST. OVERHEAD DOOR I I 1 15. I LOCAPON QNOI. PATCH k nN91 I m All SURFACES TO MATCH AM NOTE! II WAREHOUSE I THE SHELUNG STORAGE RACKS IN THIS' MjMlIl ( F101 1 I AREA IS TO Ht SUBMITTED TO THE CITY g I BREAK F102 ) Q 20 ( I UNDER A SEPARATE PERMIT. 8 ii m ROE OR b , • 1 REMOVE FRAMED WALL PHARMACY STORAGE 111.=1 .,7 I (O FIVE LOCATIONS M T. I SEE A2.3 b STRUCTURAL HEADS URALBPATCH• VAAISLRR910MIC MODIFY & JAMBS PER POSIE), I YP. O roe NO BS WME rRES; , ETG m FlNI91 EDGES TO MATCH E NR ral' AS HAIT U OUR' ROOD . ' AN SEE A23 Willil GENERAL NOTES y , < FOR FURNISHINGS, FIXTURES & EQUIPMENT PLAN _ I _ FOR D8. W Z. m unra < FOR DOOR SCHEDULE SEE A5.0 OA W MOV 5 0101 W/ 2m _ < FOR WALLE St R EEFIA9.1 S SEE 05.1 I I O WBE ∎ 9 rea TOR R02C WALL PPE MATED N WON ” J xR < CONTRACTOR TO VERIFY EXISTING CONDITIONS - E 10 MATCH CONC. O 0 - I & TO NOTIFY THE ARCHITECT OF ANY W Ir SIGNIFICANT VARIATION FROM THAT SHOWN. ` B k ' < NEW CORNER GUARDS ARE INDICATED AS THUS i a -101, ao o 3 -1 ( 100E2 1 - ( GG � )" - < DEMOLITION IS SHOWN DASHED (UNLESS NOTED O rt I I . OTNERI PATCH & FINISH TO MATCH ADJACENT. < J r MOVE (�F122 3'11 I U , . . .. I ( DEC. I F123 ) LHY CT fly EO „ I I I I� /� PPOMO) CONC. O O I p F Eg 1 � r c EN O I ! 0 UNOCCUPIED I A Q NO WORK IN ` IRIS AREA ! I Key Plan w , /� r LL a c am DEC 2 9 1995 WA PLAN N Permit Submittal <=)s , O PERMIT ce CH LL scat, 1/9" _ ■' -0' \U d We NBBJ ado , 2 /29/95 Hr Ns#1 ia, dhymns Net 1193 /± Permit Submittal WAREHOUSE rOU FLOOR PLAN 1 111 South Jackson Street Ir , �C° I _. _ A2•4 Seattle. Washington 98104 fit r Mi tl ? TENANT IMPROVEMENTS r � S 1 (2061223 - 5555 Cooperative ` ° " "�' " "°" WRP ,N + Fax (2061 621 - 2300 of Puget Sound Riverton Operations Center AM.o d By O 4 0789.03 PHASE III DMTed HE B aP"� DER Chad HP w. 12/29/95 __ _ 7 0 0 0 0 0 0 ® © 0 0 E 0 0 L 1 UNOCCUPIED _ (clao) CORR i Fl LOCKERS M e ( ono) III I Q � P�llll I r i : — .. ._ f i 1 1 4 [-- . :I. :: o ( ■R CEPT ARCHIVES —: -- STORAGE ■ I E . (IR 0050R I [l . �� G AIMING LAB COATS IEACHIN II II ®' o �® ® oaucR ® RECEPT �I R SEN ❑ -.. ❑ _ -_.. o ❑ p ❑ p ❑ . _._. -. -_ _ _ - - -_ - -_ -. - -._ -_ . - L ER PROC. 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MEDIA PREP 1 0138 1 I D139) I ( o140) ` ma NROLOGY N 0 (0128) 1 (otza) ❑ m — — 1 0134) — (maz ) ff UP � l 1 I ❑ o ® o r j — Num . 17 I �1 0 La❑ , I TANK STORAG ,c iis _ I SPRINKLER N MINN MIMI ..' ._ 1 td I , p(a�i Q O LABORATORY PLAN K > Key Plan C ' ' ' Ke � x '6 mi y _.. 1 _ i - 1 Qz ® DEC 2919^ ®m Permit Submittal 1—= PERMIT ® e gy N B B J NA Dee Sy of 3a AS �. . /r� 12/29/95 Perm t Submittal LABORATORY �3 rOUp t OVERALL 'FFE' PLAN A 111 South Jackson Street 1 'p,E «..,. m p 3.1 By RP AS Seattle. - " Washington 98104 C TENANT IMPROVEMENTS 1 °' - - _ - �, Nato 40789 03 - -- //���\ 1X61223 -555555 5 u Fax 1206) 621 -2300 of Puget Sound Riverton Operations Center " - - - - d DEB D m DOS a.a.d SUP . 12/29/95 PHASE III -- - - - - - I o 9 Q Q Q o = ARCHIVES SIONA O ` I FFICE _ J DIRECTOR OFFICE _ A L O FFICE I �I ,! ( OM ) . —. � �S — 1_ —. __� ( Dns) 1 � j ( Dn5) I mu) -- (Dns ) (-- , ___T 1 1 r _ r I INTERNEW r_ w ! l m99 J Dii ) MEN 0 El Q o — I I ! 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I ® ® O O I I j 7 i u o < , , , RD106 CD �� RI D104 � 1 c7 I_ J_J ( j`� _ � I O O t O • p p (� ,f _ L J J DIRECTOR DIRECTOR 1 DIRECTOR ` COPY /FAX �J`� - (otos 1 f oloa) f 0103 J 1 -'— ( D1os ) ADMIN MG i i D107 - (Dios) - 7 _ _I t_ _ f D107) T ` D107 T T f 0.. I - -- - - - -- ----- I _- . -1- ----- - - - - -- - -JJ _ r 1137 °' II ED CD 7 Ow190 011.-0(=> - i = �� ®. CF <ID CID ® ® tl Oo MOO D ° Y ❑ I . �� MOM CD CD ■ - I mo MICR0030LOGY ® . l; ®+® ° II 42) u Y ° Y Y i' ! ' ® ■ , A n ° PR ° O ca - i C o we ® ® CTCD II 1 CD CD 421) 1 CD CD MONO CD I CD ME LI CD J m � wao ®o 1 m I I I D137C RD138 O O f �� -RD140 1 i LTA . J J U ® - - ICI IU p 9 I�.-Jl E W a o .7. °°.° NEW 810- SAFETY I D .. � NEW BI0- SAFETY CABINET (FIC) on s 4ED x m CABINET (FIC) "N T N � FA SCOPE NROLOGY I LL F ANTE MYCOLOGY o ( D,at ) Ow>w ( Dta2 ) o i U (D,3a) D38 I Dm) D140 ( 0140) �' a c CD I CO Q ® D ° I I CO I O ,Ie . I �I I . 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TENANT IMPROVEMENTS Fax (206) 621 -2300 Pu et Sound Riverton 0 erations Center *toted et 1104 _ rs rrrb.awa9.oa PHASE 111 - Payed 13E9 urea JO o.ded e r B ace 12 29 95 1 Q Q Q Q Q Q S 6 1 UP I I CORR. i I av, STORAGE Q El �1 0oE3 j ( F109 ) u ! i , / MECH E IE WA4 " , 10 F F ROOM 1 � EGOI \ x WOMEN BY • O C iCWMACTOR ) I I T108 �"�l l \ F116 ) SHELL ANU -AI ( nil) ) Is 0108 ((55 ryry A! r OFFlCE If106 Mw CD , 1 • 110A ( FI16 ) 1 1 "a u� 0. 11 �o ) • T 1 1 ` ' _ -_ -. 1---1 g -_ I ... MAII BWN CASENOM ( CORR. ) Fl06 — _ STORAGE . : . I O F1OSA I (¶ 1 (�05) 1 CD SPRINKLER lul' —II R OOCA fl01_ Ifl08 l �� n STORAGE I 11 0013 �MMM lsmmmo�mml��������5 ����� `70 !� l �` ® TOTE STORAGE I ® , R.) —i ❑ �� % U ••• muu • •••••••••••••• DISPATCH mill P 1 _ I ® W (EA) NOS F103 ) 0 4 /� �/ OW NM 1 M .111111...111111...MM.01111.1.1.MMMEI wry LIE / CAROUSEL 5 n' I- 0 62 (EA) UNI-, u,6 Mi. I I is ■• ■•.•I• ■ ■1❑ ■_ ®••• ■••••i•■ __. o 1 '�� !. 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Washington 98104 " C o operative Fax ( 206) 621 -2300 of Puget Sound Riverton Operations Center 223 -5555 - -- Fax (206) \ \ ` " " " "� "°" QUH d Sy OP P ±A wm> 4me '1 PHASE III _... anls.? 6EB Pam 9EA ana.d WHP owe 12/295 4 I I O O O CO O O O O O - I i I I I 1 E Ev C j (20072) I Sin I ( 0201 ) OFFICE CONE CONF ( F213 )- ( F212 )---7 I F211 )---, WARE iOAHS/ ASSSI AR90iANi A5 595iANi O __ - _ Ecica olaECioa I us AS" A$SOGAh NWSE gRWP11W Off OWFCiO't OIRECIOR nlRECma Na ' - NNN :I Nola = PRINTER 0 81. 0 IFA �L� -IL4- - ° �'ri -M ( wl lb u i ® �� g (1 I PRIN LLJ Me EL. V A= I =Ol: i g V (nom) OPEN' OFFICE OPEN OFFICE .88E, PRINE R F200WIJ L 19 ( F217) i P214 ) 1 : . J L IIA PRI ,. N . 4, N.IL S UPPOES COPY PRV JINN � I ; a L rA% ( F2 PRINTER UNr I �li * MIS � � 6 / LIB RARY _ :F S l II x yr Q.9.0_,,, O _ _.. 1RNN , .. I NAM N ® P i MR l�yl ( FROOW2) Id1 .� fi o ® " ® a I ltr i I /1 I I L� ❑� � �� , � • � �O uuL Lt , �J , 1 7 1 Li: .... 1 + { i \�.I_ h � . -.I C OL ■ ® _ � rr . r ¢: r 111511E51 (1, cfals pm, ' 4i 1 I ra _I ( F219 ® O F22 EN OFFICE F2 O1 ) OPEN OFFlCE, II e sx 0 �I _ (F223 ) d ▪ � ;O OFFCE MN OP)�fFlO .1'5?'' 0l " :h � f I O� 1 OPEN MIME ■� g5 � _ s Q (). O MI/ACT A�MINACi CONE CONE CONE x NNRf FUTURE '----1 L V 1 A F223 ( F224 ) 1 F225 ) : W Q _- • T I. ,2 \0 j ! STAIR '2 -.. 1 (20054 ) N N X Q 0 ADMINISTRATIVE OFFICE PLAN C D uo g. LL g y F-- a CrtV tM�TUYM ®1 OEC 9 MN �H� Permit Submittal J 1 t NRRT N 2/29/x5 By Permi sb OFFICE.. 9dN,c. Group ili/J FURNISHINGS, FIXTURES III South Jackson Street p and EQUIPMENT PLAN Seattle. Washington 98104 „' Health TENANT IMPROVEMENTS k W - - - A3.9 12061 223 -5555 <o Cooperative II o o Fax 12061 621 -2300 of Puget Sound Riverton Operations Center = , ArPO,mg It AP A,b 40789 03 PHASE III Weed 8E13 Om. 8E9 add on nn 12[29 95 Q Q O Q Q Q Q Q Q Q Q Q Q , L____ II li ®1 i 1 ° ° I�: � , !1 1 1 L , , I!IH!IILII1 A ci ___ 1 11 nn � ■■ ■■■n■ n■■n■i li■n �in■■■ii ■n• ■n■i ■■n ®111 1111 1 � 11111 1 11 ► 1 1.1 1111� I I Ili Mi 1 ► 11 Su _� �11 i■' - �� in ®�allni o ®111��iu1 -�Illo — _�_ — � %� . �.._■■� _. �� O i' ■ rl�i� � •••••�•;••� 11 ■11111 ■11 ■11I■11 ■11 11 � t ,�1;�� Q ■Li 1 � 1 ►NI 1 1 1 ■111111■111111■i 191■I■1■1►1 1111111 ■ 11V ' 1111 1iail.�.__ - -_ ._n � Inll lima � I I I ■ IInl1■111111 II■I■IIIII - ••• 11 iiIiH'ihHI4W'IHi' .i L u1 i� ► ,.. 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Wb ¢ NBB pp 12/29/95 Per t Submittal OPTICAL g G Heglth TENANT IMPROVEMENTS � REGISTERED cTEO CEILING PLAN LL I South Jackson Washington 9e104 11 / REFLECTED onnu x. s - 9EB P a i (2061 223 5555 1 r Cooperative Fax 12061 621 -2300 of Puget Sound Riverton Operations Center �' " " « " " " " rub .40 40789 03 - PHASE III - - omen ROC ce ded WHP Da 12/29/95 t 0 CO n ED n 0 n ® �T� J I I �' ��' EX. STORAGE E X TEL 7 sacs l A104 , I A10. ) 0 1/ 1 OF. II1 �_ �f . _VI I/I Ii I/I _ _Ill ]� V A1031 / /� _..i / \ 4 1 l / _ / 1/ / I. "6 STAIR 1 • I t 1/1 ARNacr i . - . .. . _. /I __ I , 1 c ie I� a V /I� / — FFlCE i V Vil I� e V I RA I /I _ 1 .. 1 � . ; i a I r �I l • • ._- _ _._ ; ■ _- -- '.. V �' II . � .:11,- �� VI (C1,8Ald3) : M ECH I i '. V1 • V V1 /I I/I ✓ I/1 1 _ /I 1/1 / l4 F1V ' / �/I (10aM2) ''.•N FIRST aD aFT10E o - . -.. 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O PHARMACY PLAN sco re: Ve' _ -a" Q cav °F 1,11.:B4-1, F E6 k 6 5 M 5..... cm FEiNtcwlu DEC 291995 Permit Submittal PEwMiT CENTER R R T � ° NLLJ r WA. ...2 By /29/95 - - -.. Om.. b lt Submittal warx P HA RM A CY R. Nnta III South Jackson Street Group REFLECTED CEILING PLAN Seattle. Washington 98104 N Health �P "" ssem TENANT IMPROVEMENTS ae �� aA 1 A4.3 12061 223 -5555 ee Cooperative - - x wuN sTdo ' /e " =I' __ _ Fax 1206) 621 - 2300 ' ,,i,"4",-' w^ ' ^ ' I . Approved By _ od .:b* 40789.03 of Puget Sound Riverton Operations Center "+a r PHASE III - - a,�A,d FIB 0*0 J31) C.d. 987 m. 12J29/95 i — i I i . c) 0 0 0 QE Q� 0 11 , 1 I I I � �� i W CORR. I (nC2) I ELEV STORAGE ( 100€3 ) ( Flog ) I I 1 I 1 MECH X 11 1 O I O O O O 00M3 J 1 RAM ROOM Ir EQUIP ARC€ ( FlOB ) LI IrF102 i X r 3, WOMEN'$ jr 1 1 I 8116 ) I SHELL — 1 ( F1f0 ) ( c c I o o 0 1 o 1 o o g;) I f (F106) I ! j I MEN'S ttt ( F116 ) 0 L ''. 1 CORK. (10006) I, STORAGE 1 I I I CONF 0 0 0 1 0 0 0 SPR F10 ) _ 1 1 STORAGE STAIR t F103A J O (boss ) 1 I I I I 1 1 I I I 0 I 0 o o ( 0 o I DISPATCH I ( Fl03) 1 I —e I p I 0 O O 1 1 I L.7-7--.7.__ 7� I WAREHOUSE ( F101 ) I Flo1 ) $ BREAK DOWN 1 E % 1 ( F102 ) .- 1 — t� 0 0 ( 0 0 i 0 © __ O .i- I I I I 0 O I o 1 0 I 0 0 0 0 0 3 �� I 1 1 1 ELEV 1 z! W I ( 100E2 ) !�U 1 1 1 1 ,L.-11? 0 1 r 1 ELEV.EOIIIP. i U C) ( F122 ) LL tt F 0 1I 0 0 1 0 0 ELEC. G i � l i ( F123 1 r.._ .... I p �...". _.. ' Q .i'. Gift W t1 \ I 0 I I Ett i ¢ ¢ D EC S 2 s .395 Permit Submittal L „I a WAREH AREA RCP PLAN _ _ Q 0 SCALE r/6' - 1' -7 _:.. 1/4/ PERMIT CEN.1 ■ NBBJ Nix OS By �m l 0 2 Ws 9.1 Naar . a . ° 6 - 12/29/95 Permit Submittal W A R E H O U S E = REFLECTED CEILING PLAN i a a lit South Jackson Street Group u a Seattle. Washington 98104 ►' Health b TENANT IMPROVEMENTS ^F = ^ i ` � „4 12061 223 -5555 a Cooperative o - _. r ` $ ' -- Q Fax 1206) 621 -2300 of Puget Sound Riverton Operations Center ° " "` "' " "" ... __.. ffffvfood ax ba Nom. 40789.03__ ®* Ceded Dow a. La. 12/29/95 1.2- _ PHASE III - - -__ - -- - -'— ® a JI as LL O ® DN. 1111 ® ., I 1 11 ii■ . 1D [L1!1 O © © © Q I O F11 E I CONE CONF lull 1 111 1 11 lk � 1 NEM ® 1! :1HtAI1II Il •; 111111 II 11111 1 — 1■11 1 111 11/1111111 /11 11111111 111 ' EP l ou B_ — = IIIIII�IIIIlmill Allni .� - �_ ®••••� �� � �1111111111111 11 ■I�lll�l�l::al r ■.�! �nll� I 1 _ v EsIi11r ' II © o ® Ill ®11 0..1 1 1111011I ��9 ....._ .�� ill . . L ,III - _ -_ Illlll IIIni� 1 111111 n 1 a® .E©I 1 , 1 I © - - ., ^ Lm ': C�. I a r ■■■N■� . a 1 ,1- illl ■n 11 1 I � ' I ,111111 111111 hull IK IL I II ' 11 In■I 1111111111 1 n ■1 1 H1 .. � _ I ' � - � 1o 1m I ! ! !L. i h ii M I1 i hI r !I ! i l ■l � � �� I 1 1 w I 111 1 1111 1 11 1 Inl■111 m �� ' I - L_ y : IHIII nliI1 A !111 1 1 1 1 1 Q r _ . 1111 l F223 ) (F4) /( F42n) �. — I < I I � oJ� Q O MEZZANINE PLAN ADMINISTRATIVE OFFICE PLAN C D I !! scn.e: 1 /e' _ r_p scn�c: /e' - r -o" [ 8 J ` DEC 291995 Permit Submittal wzr ■x 1 11 1 - lLda A. 4 Oanq n d Pee®. Aen rd, 0 ILLee ~ p y N.D B i -- 12/29 95 Permit S�crn Submittal Grou p p� ='��� OF F I C E / M E Z Z N. ° 1� llJ REFLE CTED CEILING PLAN 111 South Jackson St A4.5 Seattle. Washington 98,04 � ► Health TENANT IMPROVEMENTS � (2061223 -5555 • tt' Cooperative - -- - . ' ° - -- Fox 12061 621 -2300 of Puget Sound Riverton Operations Center `x ro,�de, A NA 407 8903 PHASE III 4 959 Dram BEB add MP me 12/29 95 DOOR SCHEDULES PHARMACY OPTICAL • DOOR DOOR E --- FRAME HDWR REMARKS I DOOR 1 DOOR FRAME I HDWR REMARKS _ No. Door Size I MATERIAL I Lobel : Type Material Hood r I : Sill TYPE No. Dear Size I Material I Label Type Material ' Head ' Jamb Sill TYPE goon, 0 A 8 .41* W 5' x I OLOW METAL 20 " 8 HOLLOW MEAL 1 - 1 - 22 C. . PR IRAC1DND CARD KEY ACCESS HOLD OPEN DOD 3 x 7 .1 3 4' PLASTIC LW NA1E 20 NN A HOLLOW METAL A5.0 2 A5.0 91 CONTACTOR PRONGS CI 008 7 -6 x ] 0' .1_3/1 PLASTIC TE 1 20 HOLLOW METAL /05A 2 AS0 = 23 CONTRACTOR PRONOE __. _, -_ -- EIO2 0131251ZIEWM PLASTIC WI NAME NO RATW 0 SIRED 00 M C1uW 6 7-0' _ 13 S _ v e AL J' Ai.0 S/ l Aka - LOPMALLP MONDE [10 3-0 v! x F.!C LAMINATE HQU RARO Su:U _ _ 1/ SN 0, __ J30 1] P ST(LA4NATE 1 OX RIED � A E0 - 1 1 - 7 SMEO El°0 3-0 x 0 x134 PLASTIC LAMINAE NONRARD Slim - - 4 SMED 0A - I3 0 7-0' r 1 I PLASTIC LAMINATE +ON - RARDI A 1ALUMNA/ 3 /ASO 1 - 3/-150 5 (NIA (TOR NONCE E106 EX:Sn C EXISTING 20 MN ENSnNG - - 3 E SDNC N REMAIN C102B 3 D x 0' v 1 3/ INLYI RAiml _ DETAILED EXPANDED METAL MESH GATE W LATCH MECHANISM E107 3 D ] _x 3/4 AME ATCC LA N 1 20 MIN HOLLOW METAL 1/ - 5.0 2/ ' -90 - I SD C10R PRONOE C104 - - 0 1 0 x ■ J/ :P STC IA NAME TN. RATED C MUN:N. : 3/A5.0 I 3/A50 : 1] rON iRACiCH PRONOE -- - - -- - - - -- - _ EIOSA 3 1 D' x 1 3 4' FLASTC LAMINATE NON 0.91 900 - - 9 8 MHEm (105 40_]' -O' x 1 3/e PLASTIC UNINAh NOi RAh➢� A -- NOON./ 'FASO I 3/A50 ' - E - -� - � S11 PIA500 LA A LAMINATE NON-RATED OEO - I _ 1 0000 CI.06 ACi0R PRONOE O C . PRCNDE x x C MINR - _ 4 c ] 1 3 4' PLASTC NY A AIUWNALUMNI. /A1 5C I_ _ -� 17 M (..MOON PRONOE ETON 3 0 ON BC 3 a ] 0' v ] 0 9 RA x 3 NON -RATED ALUMINUM 3 0.5.0 - -- I CICB AP ' ^n LAMINATE N. R Tm1 C A..P.4':.v C.::'R T. FRC.,,C __ - - -.- - - ._ __ EIC9 .7-0 x ]' 0 v /. L.LP LA. 2 RRIm. _ 9.'D SM'C ___• CII 3 x ] 0' x 1 0/4' MASTIC ,NON-RATED; WED - 4 - - - - -_ -- - - - - -- 0 A ] O v 3 LATINATE N A / - - - 4 0I D -- 011I 3 x 7-7 x 1 3/ PLASTIC WAVE 0000 A.E . 001 ALUMINUM 3/.50 3(A5.0 - - -. 25 CONRACTOR EII1 E ps0NC EASING I 00 MIN I f%ISTNG - - 3 STING TO REMAIN _ (112 0 - 0 ' x ] 0' x 1 3/4"11A2 All ATE .041-00011, AWWN0W UN 3 /MSC 3/-150 I 25 WNI EMIR .51100 EMSTNG NM RARDI EMSnNC - - W f%STNG C.mAC10R TO FPONW CPAO WADER ELECT. 0.110 N------ 3 0' x ] 0' 1 / ,P S n C AIEO 9LE0 _ _ _ Sim RALTOR _ ____ _ Ell. 3 0' x ] P v 13/4' IPUSnC UM h LNIXI RATES ALUMINUM 3/A5.0 : 3/A50 . 10 CcNIHACiON PnONOE 0 ] D 13/ � h0 TE r RO' S2m - 0 30'x] c'v13 PLASTIC LAMINATE N. PAh0 AWMNUM 3 /A5.0 I 3/A50 I - TO CONTRACTOR PRCNDE • 0 C 1 11 0 9 1.--' 2 6 T 0 1 03/04: / %ACETISC UY AR N. R 41m 1 � - S LED _ _ E119 J 0' x ] 0' x 1 ve PLASTIC LAMIN NON RAhD1 ALUMINUM 3/A5.0 I 3/A50 - 15 CONTRACTOR PRCNPROP. ii OC uuu_ i 20 u r 91E wm OW ' _ _ PRO., _ - ._.__.. WAREHOUSE 2e .- 6 D 7 0 00 0 uci21 1/ 2/ 50 ' - CONTRACTOR PANK C1210 3 0 ,77 x 1 3/4 /PLASTIC AMNAR .RATED' 0 1 - 1 - i] WED EO DOOR DOOR FRAME HDWR REMARKS • C1210 - 3 O' x ] 0'v t 3/4' IPASnt LAMINATE INN -RATED' SMm - I] sum No Door Size Material Label Type Material HHead Jamb Sill TYPE E Li. 3 7 x 7-3' x 1 3 FLASTC 1 20 MAL .,. METAL SC 1 2/ -150 L _ .TRACTOR _ 20 WL118ACTM _ FRONDE _ __ 0' F I01A ENSn IE%ISTNG 60 MIN. I B EMSTNG 0 K 0 3 EAISTINC TO REMAIN CIOp 3 D' x ] 104 c' v 13/4' PLASTIC YAR 20 Nn. HOLLOW METAL I // . 0.50 2/0.5.0 - 20 TIAC.TRACTOR PRONOE FIOIE B' xx 0 x00 x 1 3/4 Hp10W MEIAI 60 MIN. B HOLLOW METAL 1 A5.0 2 0.5.0 22 CONTRACTOR PgONOE; CARD KEY ACCESS HOLD WEN • LABORATORY FIO3C EPSTN. EMSTNG N. RAM ROLL-UP - 000000 TO REMAIN FIORD EXIST/LC DIST. NON RATED ROLL-UP - 5 9 TO REMAIN 01W Do x Size x 1 9 f I hOterial INATE I L0 be l : T a M000d W TAI Hood lommb 1 S111 TYPE GllN1RALT. PRONDE_PPNIC HARDWARE -_ -_ -__ _ _ - 010 EMSTN0 EM0T ®INCH RATED R. UP DOING I - - - --- EXISTRO TO REMAIN _ STING TO REMAIN HDWR REMARKS _ CIOIA 0 7 _ TI E 20 IAN ¶ (METAL (ASJ 2 ASB , - 3 CDYIRACTPT PRCNDE r103A _ EMSTNG EMSTING NGV RAIE01 E %STING I EpSnNC TO REMAIN - __ DOOR _ _ 1 _ I 1/X5.09/A5,0 EMSTRO TO REMAIN FI04 2 T x ] 0' x 1 3 I LAS ( IxpV RAh11 A ALUMNUM 3 A5.0 3 A5.0 CONTRACTOR PRONE 0102 L E S G I3'- 0104 1 3 'FLAW( L Alt N LAM ATE p! RA1ED; 9 1 _ _ WED ED 9105 ����0 ALUMNUM 3 A5.0 3 A5.0 __CONTRACTOR PRCNDE 3 0 _ ] 0 x 13/ & R ImT _ _ ]ED 1 WED F 2 0' v 0' v 9//9; PSno LAY HATE N/N RAIfG ALUMNUM 3 05.0 3 A5.0 CONTRACTOR PRONOE __ _ 0104 -{ 3 0 Y 0' x 13/ PLACE L LAY 0.1E W Rp 000 1 sMm - FIOfi 3 0' x ] 0' x 101-101( LA 0010 N. fl00. HOLLOW 3 0.50 9 A5.0 7 C.iRACi. PRONOE 0105 3 0 x ] 0' x 1 3/ P TIC LAM ATE Op -RATIO; 900 _ 511. FIRS Y T 0' x 3/4• PLASTIC LAMINAR 60 MN HIX10W ME 1JA S.c 2 /0.5.0 CONTRACTOR PRCNDE 01. 7-7 x 7 - 0 . x 1 3/ PLA C LAMINATE ION- ATEDI 91O0 - ' WOO MO WSW EMS. I 20 MIN I EMS. - - EXISTING TO REMAIN • D107 _ 3 -0' x ] -0 s 1 3 4 LAWN00 , ..-R9110 D ALu0INJN 5 050_ 0 0 ...AC OR PRONGS EXSTNL MST. C 1.1. N DEMO 010 MM. - _ - 0 00000 '0 0 0 0 0 0 9 3' i T -0 x 1 3 PUSIIt LAMINATE 20 15N N ' _ HOLLOW METAL 1 ASO t 2 ACED 0 I CONTRACTOR MONDE ®�� - - 3 9b511N0 10 REMAIN D. 3' -0 x 7 -0' x 1 3 f PTAS. LAMINATE ' 20 MIN 1 HOLLOW METAL MraliM©UCE00 WNTNACTOR PRONOE _ 00 EXISTING /EMSTNG 0 MIN EMSTNG - - - 3 EPSOM TO REMAIN CA. - A 3 0 T 0 t 3/4 PLASTIC ATE 20 WX : - _ HOLLOW METAL 1 1 /ASO _I_ 2/ 5 - -- 0]XTRACTW PRONG. CARD KEY ACCESS PANG HARDWARE FIIOE EMSTNG EMSTNG 60 MIN EMSTNG - - - J EMSTNG TO REMAIN 011(8 o 7-7 r 1/ US C WINATE IN. -RATED ALUM.. 3/A50 5/ - ____ CONTRACTOR PRCNDE OFFICE 01100 3 7 x 1 JLRASTIC LAYNAIE /NON-RATIO, ALUMINUM _ 3/AS_ 3 /APO (.TRACT. PROWL CARD KEY ACCESS. PANIC HARDWARE 0112 3-0 ] 0 r I i/ n6 LAY0AIE I.-RAlml SPED - 1 1 SHED _ -__ - DOOR I DOOR FRAME MOWN REMARKS 013 3' - T x T_0 x_1 3/4' TlAS *.0 1.:.Y:NATE MM .,. 900 - WED No. Door Size Material 1 Label I T pe Material I Head 1 Jamb i Sill TYPE PRO. A15 P5 EMSTNG x 1 x :PLAS 3 X00 I. -00-11.: 9100 I - m -- _ -_.._ 01 0 3 0 7-7 1 3/ ST F2WWI 3 0' x 7-0' x 1 3/4' RAM LAMINATE 20 MIN 0115 3 0 ]`0 1 3 'P STIC LAMINATE NW -RATED :/ - _ SMEp HOLLOW METH 1 0.5.0 2 /0.5.0 - 009 CONTRACTOR PRONOE F OIE 3 6' x ] c' x 13 4' PLAS0C LAY NATE 2 M N ,00 METAL 1 A5.0 2 AS..0 - fi CONTRACTOR PRCNDE 0116 __ 3 1 T c 13/ IASO LNINAIE 000-BA RARDI 5000 - - 1 _,_ - ,_ . _ � WED F]! 7-17 r 7-7 v 13/ PLASTIC UM NAR 00Y PLASTIC LAMINATE NON -RA000011: 1] 9000 __ _ _ 0111 33. x i -O x 1 /4' TIC LAMINATE N RD '9E0 WED j,, 02 ] - v ]' -0' v I 3 4' h01 0 SNm • 0119 W -0' x T -0'_ 4 I PIASTC 0010010 INCH -001001 ALUMINUM • 3 AS0 I - 37 - i5 - 5 -- . 1 .TRACTOR PRONGS 0213 3' -0 x 7-0 x 13 4 PUSTC 1 050010 N. -RATED SM0 _ i _ m DI20 __ 3' -0' v ]' -0 _13 f 4" IPIA$TL LAMINATE N.- BART'. ALUMINUM 3) -15.0 3/0.5.0 _ ___ CONTRACT. PRON. 0216 3' -0` x Y -0' x I 3 C PIASnC LAMINAR NON RATED 91f ®sMEG 21 3' -6' a ]' -0' x PLASTIC LAMINATE 20 MIN I HOLLOW METAL /ASO 2 0.5.0 CONTRACTOR PRONW FXISnKG ETTSnNG NON -RAIm EMSTNG PA TKG i EMOTING i0 REMAIN 01 1 J -0' x Y 0' x 1 3 4' PLASTIC LAMINATE N - -RATED : A m ] M O I C.IAACI. FflONOE 0122 fi 0 x 7-0 x 1 3 PLASTIC LAMINATE XON -RATED 000000 �A50 3/-15.0 0224 3 ]' 0 x 19 4 0100110 LAMINAR NoN nnrm A 5000 • - _ - - 17 MO 0123-1 55 6' x ]x ] 0' v 1 33/4. - ST Ulf NR p1 :,f ALUMNUN I 3 I 3/M:0 8 LAMM% PAIR 0-6` 0 7-7; RUWEOLT ON INACTYE (2' - LEAF 0225_ 3' 0' x T -0' x 1 3/4' PLASTIC LWINAh NON- 0-11001 ..A_:_/.. SRO WED 1] 01'< 3 6 6 s ] G' x i .FJSI C UM " MAR NCN 000O AIWINUM 3/A50 3 A5.0 2 CONTRACTOR PRCNDE ' 0' VC RAM LAMINATE 20 MIN. A HM10W METAL I /0.5.0 2 /0.5.0 29 (0010 00 PRONOE CARD KEY L00 1 0/4 'P,AS C UMNATE / 00 E0TED ALUL0NUM 3 /A50 I 9 /05.0 , 5 CONTRACTOR PRONOE - _ -____ f23fi Y 0 x Y 014 3t O 0 13 /C PIASTCLAMMTE Max A1EU, LLW UM 3/000 1 3/A5.0 I 5 CONTRACT. PRCNDE -- FIRST FLOOR COMMON 0125 !6"--'0"-F-: 9`="97-:j1---331/-M 4 ' 0001000 . RATIO, MWI005 3/ 0 5 0 0 11 COTRACT. PR OMB - ' LAMINATE 20 ULOW META 3 /A.0 I2//II.;-.A O I O r 13 CON PRON DEO CARD 0000 ACCESS __. DOOR DOOR FRAME MOWN REMARKS 11 Na. Dear size Material Label Type Material Heed Jamb 8111 TYPE 01268 . x J 0' x 1 3/4` LASTIC RPM HpR NPR-RATED L 1 : MUNNUN 3 /0.50 9 /APO 00 0. PATHOS 0128 EM 0TIN0 IE I 20 01 ' 0 .00 9 - 000W 3 000010 00 D 000* N __ _ _ I OU2 3 0 7-7 v 3 4 PLAST LAMINATE 20 MN. A HOLLOW METAL 1/05.0 2/95.0 20 C.0R00 NONCE 0130 _E7018,10 IE - MSTNG 10! RAM' - E>]S TO PENA T WINS 7-7 0 ] P x 1 9/4'. PIAS11C LAMINAR 211 MIN. A Hg10W METAL 1 /APO 2 /A5O - C.IRACT FRONOE • 0132A W-6" r 7-0 x 13 4' 'MASTIC WxINAhET- RATW:' ALUMINUM �A5.0_': 3 /_0.50 =_ 12 comtT. 1 .51.0 STNG M MIN. I EXISTING FASTING - - 9i]STNG i0 OR REMAN 01328 5' -0 x ] -0 x 13/4' / MASTIC UMIYATE 'X. -MTEO ALUMINUM 3/-15.0 3 /0SO .TRACTOR PPONDE A 52 EMSTNG BISTRO 20 MIN.. A USING - - DATING TO REMAIN __ 0134 3' - 0 Y -0' x Imo' 'PLASTIC LAYINAIE INCN-RATCOI___ ALUMINUM 3/450 1 3/050 12 CT. PRONDE -_ 0.152E 3' -d x ]' -P x 1 3 /C. PLASTIC LAMINATE 20 MIN. EAST. HOLLOW METAL I/000 2 050 CONTRACTOR MONDE 0135 3 - 6 xx 700 x l x 1 4' PLASTIC UMNATE NU'- RA0EO. ALUMINUM 3/A5.0 3/AS..0 CONTRACT. PRON. _ _ AIWA 3 -0 x ] -0 x 1 3 4 PLASTIC LAMINA TE N. RATED A ALUMINUM 3/05 3 /A5 CONTRACTOR PRONDE A15J 3' -0' 0 ]' -0' x 1 3 4' 000500 LAMINAR I O 20 MIN. A HOLLOW METAL 1 A5.0 2 /A5 1 . 0 CONTRACTOR PROVIDE ______ _ 01360 CY x T-0' x 1 9 4' PLASTIC LAMNATE 20 MIN S HOLLOW METAL .0 ' 2/A5.0 CORRACTOR PRONOE; PAN( HAa0WARE A100 ENS.. EMSTINO N. RATED EMSTN0 ENS.. - - EPSOM TO REMAIN D1360 B _ 3' 6-0 x 7 -0 1 3�TC LAM PLATE N 20 I HOLLOW METAL I/AS.c 2/O5.0 1 CONTRACT. PROM. ; PONT I HAAOWARE p1Os 3' -0' x Y -0' x 13.7 PLASTIC 1000 00 1 20 1191. . A M101/1 METAL 1 /A5.0 2 /A5.0 1 .TRACTOR FRONDE 12137A A _ -0' x ]' -0 v 13/4 PLASTIC IAYIHAR M 20 MN XOlOW METAL _ _ 0.5 _ fA5.0 9 CONTRACT. PRONOE AM ENSTRO IEMS0NC . 120 MIN. I EMSTING EMSTNG - - EMSTNG TO REMAIN 0138 6 -0 x 1 -0' x 1 3/4' I. SA. LAMINATE MOON- RA1FDi ----- ALUMINUM 9� 50 3/-15.0 1 14 .TRACTOR PRONEE _ -_ 0137C 33 -0 x ]0x 13/4 IFUSTC WIINAR :N. -RATED 3 0.5.0 3 /5.0 IS W tlt 0130 7 -6' x 1' -0' 0 1 3/4' IPUSOC WIIN00E IN. -RAT __ ALUMINUM 3 /A5.0 I 3/0050 12 CONTRACTOR 000000 00000E 0139 3' -6' x 7-0' x 1 3/4' IFLAST(U ATE N. -RATED. ALUMINUM 3105.0 I 3/05.0 12 CDYTRACT. NONCE 171 3' -6' x T -0' x 1 9 0 PAST( LAM 01-0011 AL J / 050 3/-150 I TO CONTRACT. PR00E 0141 9' -fi x L A M I NATE N. ' ALUAIINIIM /A5.0 I J /050 I 16 0 PROVIDE 6' 0142 3 - x 7 -0' v 1 3(4' 'PLASTIC 000000 LAMINATE IN. -0 ALUMINUM 0 3/05.0 3/000 12 CONTRACT. FRONDE { ER S.D., PER L'0'N0 � 0 ^HNC � PER S 100100 ,PER T 110 t PER S f 1 ,p1 • • rn x Ax 01£ - 1 El v i n ' -. . I �• _\ \ o a4Msso DOOws -_ lis=r m • - -1 ,6,,,_ I , ., , . Q j B C D E a Dock WOW . MI. wOM MOW, , PL FINISH DOOR: WOO, FAA. roa. 00. WOOD LAN P BRIM PD. WO, PLAN. ON o PLAN Hlns1 . WOR: PAINTED STEEL 0 _ it S REF DR 3.EOUL£ FOR FRAME TYPE OO E REF OR SCH.. FOR MAINE TYPE FRAME: REF DR SCHEDULE FRAME 119E Fn. REF OR SCHEDULE F. FRAME PM E: REF 0R SCHEDULE FRAME TYPE FRAME REF OR SCHEDULE F. MA ME ME DOOR TYPES ry -- - -- -- LL SCALE: 1(4" = -0 - 0 0 1 J • o LL ! LINE OF WALL MERE OARS 1 5/5' 000 EA. SCE PART TON AS SCHEDULED 4. -r. -_ 3 5 /B' MEDAL STUDS, 1YP. 0000 CUP AT BASE ON 5/e M FA SE U.NO AND ABOVE EACH HINGE 3 5/8' METAL STUDS. T.. L LOCATION- AT BOTH SIDES E LLN O. '^ _' PARTTONOTM a EMSTNG OF FRAME „,t_ I 97 -II VERIFY MOTH a DOSING N 1/r MIN .: /710K Ii _ - - . 1 PA RTE. T W N �' IA'��� HM. .MME H.M. .MME i `____ ALUMINUM FRAME �0 � U Q �, .ANE W.I. ri o 1 - o • `� m 6 1 DOOR, REFER SCAM CA AIDE FLANGE DOOR REFER S.EDUI£ F - IFS^ z , ,; .. s e ST. TO STRUCNRE ABOVE FRAME -- 2 F� ' g 0 0 roxc 3 L s M E 'e RATED DOOR HEAD 00 z 1 RATED DOOR JAMB O ALUM. FRAME HEAD, JAMB SIM. Q g 3 -1 O _ E5(;15....0iii.a(„:„ N G eY a ® � DIET P 91995 Permit Submittal ® o gec PERMIT CENTER I=L Nobo DUN 50 Onapli u. 000em Oat TO. OW arbor NBBJ DOOR SCHEDULE H E D U L E p g ��atove 0 0 A5.0 206) 223 -555 m Seattle. Washn ton 98104 63 Grou 5 1 - ..... - em. I /8 " =1' -0- Fax 1206) 62152300 Street of Puget Sound TENANT IMPROVEMENTS � N �, _. _... �� vIBP ,�� 40789.03 Health lam BEB ap.. ROC Ndod WBP DM. 12/29/95 PHASE in I 1 rt RELITE SCHEDULE • PHARMACY WAREHOUSE PARPPON AS SCHEDULED RELITE FRAME I REMARKS RELITE FRAME REMARKS NM FRAME • N Lobel Type Matedel H d Jamb ' SRI Ne. ! Label Type Pateau! Head Jamb all N. RC 0 ANON RA_, WED - NON RAhO ALUMINUM 2/5 2/51 CONTRACTOR PROM; TEMPER© PLATE CLASS FRAME ANCHOR RC OSA N R TED E ALUMINUM 2/ S I 4 //A51 I .TRACTOR PRONDE RFIOIiB N pV RAlfp pWM NM 2)A51 2/A51 CONTRACTOR PROMOS; TEMPERED PLATE ¢.SS �_ _ 2 A5.1 CKIM ANDY 1F0� F ALUMINUM 2 /AS 2 ASai SITR C ARSON Rf106C t10 RARO U 2/A51 CONTRACTOR PRUDE; TEMPERED HATE CLASS FCO6 NO R TEO E / C ACTOR 1W P PROVIDE OF CE / W�.E GLASS NO4 R IEOrG UY + 2/ S 1/51 A CONIRCR PRONOE - ` R CI WB r OED RENO a ED NUU / 1, i f/A5I 1 _ IC N MIRAC ACI iOA PRONOE - - RELITE FRAME OFFICE REMARKS R C I A x0 - No. Label j Type U NION a Need Jamb 5111 RClifi /NON- RA1ED'. - WEO WED - - �- FSNEO RF200W1 45 MIN A HOLLOW METAL I /51 1 /A51 - .TRACTOR PROMOS; MRE CLASS o I __- LABORATORY RF200W2 45 MN 1 HOLLOW METAL 1 /A51 1/A5.1 .TRACTOR PROM. MRE CUSS REMOVABLE MIL RELITE Rr2 NON RATED( ED S SMED ._. _..._ - ...... ..- _._. SiW _t_, FRAME !REMiARKS - -- - - -- - ON - R iED E SUED • LabLobel Type LLOWN Head Jamb ' 19 ' ;1/k 3 R 2 2 A R SKI 2 0 RATED I 5 EO WED SUED FRAME ROIOIA IA 45 MN HOLLOW OLOW METAL 1 - jA5.1 ,/ 5.1 I - CONTRACTOR PROM. WWRE GLASS RFR BBB AIED SUED sMED SMED OPNC ' C O C .._ -.1 W 5 I I/A - TRACTOV PRO PROVIDE: WRE GLASS RF22 N NON RA D WED SAO � -. SM.E0 � • R004 Lax RAD WED _ \'J H.M. RELITE JAMB R0105 A.R RATEO, WED WED WED Fi2 T ED WED WED I WED ` / RJOS N0Y 0�. 2 WEO - W:0 - RF22 NON RA RAD_ SHED WED - WED RF22 e O ROOfi NON h0 Wm WED SD D' WED WED WED ROIOI NON RAD 0 PLUM NUY 2/0.5. 2 /AS - *- NI tOR PRONOE - RF225B _ WED NON -RATED WED WED ,W12 ION R h 0 . W ED ED E 1 - _ W _ - REM 45 MN A HOLLOW METAL / 5,1 I /45, CONTRACTOR PRONGS: MRE GLASS ALIIMWUM FRAME PD 3 Nk! AD WED - SHED ...._- -_- -- - - __ .- . _- TEMP FLAME CLASS, IYP R01 NOI RDi WEO ED WED RD 5 (NON RAIEO. S.AA0 WED - - I E0 1 I.0 FATO UM /5 2 /AS - NED - ..___ -- P0124 NCN TES 0 ALUMINUM 2/5 2 RS _ CO'11RAC OR RONDE - - -- - -- NON flRED Co ALMA LUM NU4 i /AS 2 /AST - CON1R C1NR PROVIDE _ :1SR I NCH RAhD1 ANA ' 2 /A5 /A5 1 CONTRACIW PROVIDE __- I LL R0140 AM U'. 0 AWM NU4 /5.1 2/5. - ICO. � OYmF __ -.. ; . OPTICAL RELITE I FRAME ( REMARKS No. ! Lobel , Type Materiel I Heal Jamb I SDI E W 5 A OW METAL /51 I /AS - MRE CLASS FRAME,OPNC . :+°0---- 2 I R hD WEO WED I - - - S u m -.. / ] i SM A OLLOW METAL /51 I/5 _ - - - .__... -. - ___--- -__ -.. _. .. _. _ WRE GL SS _ RE109 ..NON AD, WED 91m G - _ _ WED -_ _- • 55Tlr E . fNON fl D - WED 9IED W 5 /e' MS EA 90E FDI? 1 KdrAAhD - - -- 3 - NO .. : WI CA. W NN a 5 /B' BEIAL SILOS, TIP. PEIIIB TQY- FAICO _ 3 /AS1 NO CLASS: GNH CASED OPENING W/ P.PC LAMINATE tEDCE .N.O. RETIRE jNON -PAD - _ _ I - . - I 3 /A5.1 NO CUSS: Cw9 CASED OPENING W/ PLSPC LAMINATE LEDGE - / ALUM. RELITE FRAME JAMB , R PAN /FL EVAION /E tON �y ` LL M. J5°.°7,i7 2 0 1- - ., c0 11 2 � Tm � 1 ' $ � < • ___r_ - - I ❑ J a r II " •' \ W LANINAh (EDGE I � � L II 1 p. - A D E TO F I i a GAY ER SE GLASS: P RA SCIEW S PER SCHEDULE � I� FRAME: PER SMEOULE FRAME: PER SOIEDULC SCHEDULE FRAME: PER SCNEOULE FRAME PER SMILE FRAM, PFA 6CREDULE RELITE TYPES O3 PASS -THRU WINDOW ROOM FINISH SCHEDULES FIRST FLOOR COMMON LABORATORY WAREHOUSE WA ROOM ROOM FLOOR WALL CEILING REMARKS ROOM ROOM FLOOR WALL CEILING REMARKS ROOM ROOM FLOOR WALL CEILING REMARKS Na ROOM FLOOR FMF.11 Bvee Ma erlal FMIeM1 I.e. FHA 1 SeigleSeigleNo NAME Mote. 1 FMieh Bose Moterbl FMIeM1 11.1o1 I FMIeM1 I Helens Me WAREHOUSE NAME Material I FInIsb I B Motedal Finley MaledN I RAMS 11.19 HNm11.19 PT ACT I IT A-9 F101 ' CUT AND PATCH OPE OSS AS CSOSRED 0101 - CPT E ,' R PT B' 9 REAR DO FpSnNC Gne 9'O' CORDOR - - - E NC 0,SWG U SPxC PI EXIS.4 FAINT PAM F1,451 4W WALLS le 4C OImA of e W _ - -. -- -._ -- COW. W G y - 0:1618. FASR9G Pi E➢ G EASING f5NC wi MST GRAWALLS k ¢G CUT AND PATCH OPEN. 5 ECU. reRCE P B 9' - Ds q CxB CPT Fr e RAW GW3/9.18 O. C O . . f HG DARK DIVING Pi ERASING PAW COST OW WALLS HIM Wi AND PAID OP.I. A S REONRED 0102 DIRECTOR CPT FF RUB. /91m Par 4:-0: W ; D T CPT E R O W 9 PI ONO Pt I 100C4 CORR. ERASING FMS55 S EMSTNG FT BINC EMT. S ISONG PAIN LOST SEA WALLS A 4c; WT AND PATCH OPgNGS AS REQUIRED 0104 I _ - -- 5 5MIN le-e _ - - - -- - -- ___ _ 0015 CWRC(R C50NG EMINC EARWIG WRING LASING PANT WV G. WALLS k ¢q CUT AND PARR OPERA. AS REIM. 010, R WBMR ( FT ; ml F � A CONFERENCE R' �w 1 - 10006 COWER 4' DIRECTOR Wi 4 ' iF PT EMSTNC 0116 DIRECTOR R C RUBBER GMB/91m ; OPT G A5 REWIRED PANT A Oere FNSnNG ERASING EIOSING Pi ERASING ES FMSONG PANT EAST OW WALLS k aR W T AND PAT W PENINGS S REWIRED COOP MAN MAN. CA M.S. CM3 ED Pp/IT ACT I MAW e'-$ IOWO CORRIDOR CORR. USING E55TNG Pi FMS EASE. Eu DERS FAWN PANT EAST ADS w WALLS k N15 k G aG CUT SOS PA PAPA. OPENINGS NOPENINGS As REWIRED 2m OFFICE O W p. WA OI9 B 9 CPT FT 4: PIERER AC_ EMSR EAST. DOMED PI EIRDNC snxc SFAWN WV Me 0-9 aI AND EN MOOS 0108 COPY/EAX MME GRAB - -'- f OEM ��.' i(I ' I 0009 r PoO Ol twc G'AB G PT DAM EASING PANT EAST G. WALLS a aG CUT AND PATEN 0179.. D o LOCI. AT I RIBBER Pl rlAw R.11 fuSRV 6 MECHERCAL WM V U 1.2 I 5LA Fr ,• AMER ER NB B FS 009 ::12 mM PI EMSMC rt OBL xl• I RU! g Dill Ala FADING/ ver Fr 1 , RIMER PT AC Ff - f110 .1 W O CINDE I e WBBq Gs�m I P r e B - D1 OFROE /1RAwwG i W OFFICE ip AI51 VT n Pr FF Pr A1sx WrEErrtNCE 2 WT N P R 6 9• l i Al. a 55D55 a 9 mi I SF f RIMY cAS/SYED /S F rf 6 9' C CPT PT iF RUH. ¢W PT A CT 1 Fi R . ROOM FLOOR WALL CEILIXO ".".""S J ,' Au ACt 6 9' p CW f9 1' AU�M 910 Lir No NAPE Material I Finish Base Mate/b1 FIRM Material I FHBell I Rel. W (IM AID ¢ Wi 0 ACT 8.-9. 0116 OFFICE RIBBER ED PT/Fr ACT, Z LL AI NASi ar --� R - ��RL R Gdq ewe Acr 6 - 9• STORAW RUBBER j9. PT/ri --- Few :171: 4 RUDER DO ER v E A 1 1 1 9 ; __ - -- _ - -- -- R D1n W n 1 0 PHARMACY q 4•MAWRq G. PI/Fr ACT PAUL COPY T - 4 RUBBER GM E D AF B' • ._ F211 COHERENCE is ROOM ROOM FLOOR WALL CEILING REMARKS WI MI PT I I • 4119 LIED _ _ I 8 • - • 0119 Rx GAB SY Pl/FF ONLY W Na NAME Ma rat 1 Elfish I Bose Mau. 1 FINeh Mat I FIIMM1 Height O q SPOSFD NI C. _ _ -- - _ -._ i-213 Om SmRAa FF ,' Rd i h 10 6' ,' m ¢ _- OPT GW P K I CI MA F 4' RD W 0 1 O 4 4 CPT FT I RAM R e-9 DID Q U LID2 COxmG[D .8 i �F C PB 1 _.. Pr 9 -- - -- x, kauf ! R I 9 9 � - - - - -- EO 6 9 1 CID, SrAmlc - r FT ,• m / CT E 6 9' CON PROCESSING WV RUBBER OS Pl ACTT 2 . B 9 R W„¢ OFF C 9 F212 OPEN co. cPT TT 4 RUBBrnge ED PT ACT 1 Fr - 8 , .i .- O m0 4 10500 - rcl R /W ID : 6 _ _- Mr A - F219 -__ r .. PLR ACT m I05 FW warp 0: IR C108 EW 1m 51 gx 5 S ,' Dy T ALT FT 112-I __ - RA i ,• M�q 2 PP/ir ACT 2 B�� FF220 OPEN .CE r ) r Pr i - _ A s' VTIE VV�I VV C108 RSTAnan yltt FT W - ACT if B DIM 1.0 R PR fi ACT 2 B 9 PRIME PANT GAB ONLY 1 ' m EE Y r ___... _ -r % TP - 1 Er 9' yr Er-9. ...._. - -. __ OFFICE VCT LFF BB G!R/ LFS ACT R - a 5 • 35 MEDIA AV OVE E J -rt RIBBER PT _ -___.- - -- -_ r2 'CONFERENCE �r xe ED Fr m rz IO OF v cif ND. Nxc Fr ACT IRE: A C2 6' 9' a2, .FERENa CPT Y2 P T _... c-9. RN R e 9• O c12 xEWxc i I W E C. - - AC T FT B-9 e .-- __ -_ -- W5G1 I . RUBB - F225 CONFERENCE m4 FT , RUBBER GE VIED 1 PEAT k I F 8Ci - -_ -- -_ -- - • OI4 OFla FF WED FT ACT O ere ACT x 6 OPEN OFF(¢ Cxs /91EO I PO, B' 9• CADA SOORAa I Fr W GL 9 - - -- - -- 2 TEaN ACT - - STDRACE ACT 0 S Eva R 0 m19e W FF E 1 6 g• V. 2 INTEGRAL C121 lSP W i B -_- FT CTT e TT CI40 UNWUJ G l T 990. 01 FA Mi 0 4' RUBBER RJBMR GAB PI B9 n 5141 ELECTRIC - _ 5551X5 -. i Ol,x NAQUOm' ILL 4' RUBBER FR GAB I A - N = I Q -- O PTICAL A. ROOM ROOM S FLOOR WALL CEILING REMARKS , _ no NAME MaMlol Finish Base Mate. Flnlob Material I PMleh Height ' svC OPT 1 I:-.'I e �2 w xCE " '�® ��� s C C El. DISPLAY - © ,: PUS Fi ACT FF B R - -._- i u 3 ide SP isoD _ ®© R1 OW le I yr � WER B - L I r mEA p"� FrIFF n ! e'_ � 914 WC. _ 18.1 -- I - Ti - I . RAWER GLa I PT Ewa PT a -s - - DEC 29!995 Permit Submittal as -3 Lx PER MIT CWT. a ° NBBJ Tirtber Dee aY 01... W N Rem Se 1,4 DOOR and U�ou[� ROOM FINISH 111 South Jackson Street 1 SCHEDULES II Seattle, Washington 98104 M R • Fax 1206) 621 - 2300 of Puget et � Sound rat �� e Riverton Operations Center - 1 - s� NTs Hea th TENANT IMPROVEMENTS 1206) 223 -5555 R E o Cooperative sT e mINad By MP kb Raba 40789.03 PHASE III . ..... ....... ...... Deeaved BED 9. BED Checked MEP Dm. 12129/95 • • r • MARINE EDGE AT SLOT EXHAUST SINK CABINET - SST EXHAUST CANOPY BY MECHANICAL BY MECHANICAL H H H F' H H H G GC GC G H 111011111......111...........--- MARINE EDGE AT (/ \ K / \A/ FILLER im CERAMIC TILE """ ""`R `TI VIV SINK CABINET PANEL PLUMBING FIXTURES ��_ ® Ni �� ' - -- EPDXY RESIN -- _., : ::bili711 BY MECHANICAL _ __ - F2 _ — O � no OPEN BELOW TOP RESIN - - © • . � EPDXY RESIN -- ��MEMINEME � _ TOP ( .. _ tea 9 CONCRETE CURB �� TOP � D A A A E C k AA E0 Ea C A A A C C C E E R & D LAB ® PROCESSING O PROCESSING 2A PROCESSING O PROCESSING O PROCESSING 0123 EA, WALL 0136 SOUTH WALL 0126 EAST WALL 0126 WEST WALL 0126 NORTH WALL 0126 NORTH WALL _ CLOSURE PANEL HHHH =MI FI FILLER PANEL --FM • tainj - � 52 SST SPLASH ` A " �� TOP %Y RESIN ` '� PLAMYPANEL ,_ � F � I P - - -. - -- _ _ \� — RESIN — � SMED WALL �0�, II �� MARINE EDGE AT �� �� d I SID lit, - - TOP EPDXY SINK CABINET ����_ �� �� . � C A A [ -5' A F SST PIPETTE SINK A A A A Y -o' C D E s ' -o' UNOERCOUNTER DISHWASHER „�Z^ MARINE B AT 51 RIA nRIA RIA ® RE AGENT PREP SINK c n e mET �J ® g Og REAGENT PREP 12 REAGENT PREP EST 6, 0131 NORTH WALL 0131 EAST WALL 0132 EAST WALL 0132 NORTH WALL 0132 WEST WALT ' SST MARE SHELNNG SEE PLAN FOR LENGTH CONNECTION TO AND CONFIGURATION EPDXY RESIN (TYP. W STH = 18') TOP CLOSURE PANEL EXHAUST AN PER MECHANICAL SST EXHAUST CANOPY YY� , ri (BY MECHANICAL) '``" �_■ EPO "`D �� �� _ EPDXY RESIN � C MEW G OP XY RESIN �� I` I _ TOP E FILLER i ! EPO %Y RESIN i- AJ? m _ CABINET PANEL "' � TOP F ���yyy ��II 010778 ID � oo� s1. � � � __ = o= _ �� .t ■ � SINK CABINET A T ��oO� _O I I . 4 IM —E OPEN BELOW - r I ' 6'4 '1 A A 0 A A D OPEN BELOW 13 14 1 15 E D A A C A MARINE EDGE AT - -- COLD ROOM MEDIA PREP MEDIA PREP 003 TYR. SHELF ELEV. /SEE PLAN 0134 EAST WALL 0134 NORTH WALL 16 MEDIA PREP 17 e TB 18 TB S INK CABINET 19 TB ST WALL 0138 SOUTH WALL 01 38 EAST WALL 0138 NORTH WALL CONNECTION TO EXHAUST DUCT PER MECHANICAL f =-a - ' H Y EPDXY RESIN m' �. �,� TOP !! ! ,- _, G G G G ■ EPDXY RESIN iOP 4 BYO - SAFETY L EPO %Y RESIN �_ ��_ SINK MARINE CABINET EDGE AT �� PROVIDE (4) CABINET � �_ � MARINE EDCE AT — aY a - PLAM TOP . PLAN TOE � f... MN h \I, F7 COAT HOOKS u N7 •` Nom n t EWES SINK CABINET ��� I / -- /I _--- A E A E FILLER C A A30 ASS ASS 4' - 6' I ASS L TB pp ANTE 0 ANTE 42 PANEL MYCOLOGY 0 MYCOLOGY Zq MYCOLOGY 0 FA SCOPE 26 FA SCOPE___ 0138 KST WALL 0139 EAST WALL 0139 NORTH WALL 0140 SOUTH WALL 0140 WEST WALL 0140 NORTH WALL 0141 EAST WALL 0141 NORTH PALL im 014 a KE Y SINK SIZE PER SCHEDULE/ V -0 LOCATION PER ELEVADON GENERAL NOTES: 0 , O IB' 3' 0' 3' -0.-1 ' I6' 1. PRONDE BACKING BEHIND ALL CASEWORK AND SHELVING, U -EPDXY RESIN j _ � _ - SEE 7/A9.4 FOR TYPICAL PARTITION ANCHOR STRIP DETAIL. N EPDXY RESIN MAd NE EDGE AT SINK CABINET b b ��� o a .I � �_ — 2. SEE A9.4 FOR LABORATORY CASEWORK DETAILS. LL IA MARINE EDGE AT CONNECTION TO � Q EXHAUST DUCT - � - 7 ` = ∎ : *� 3. VERIFY THE LOCATION OF ALL WALLS AFFEC NG THE LOCATION le } SINK CABINET PER MECHANICAL 1 1 rc r OR SIZE OF CASEWORK OR SEANCES. 11 Y ' H / H A B C D © E F 4. ANY COUNTERTOP NOT IDENTIFIED ON THE ELEVAYONS SHALL Q I U G ' �' I BE EPDXY RESIN. ,_ L , 4' B I - CABI E T ET ' TOP RESIN -■— 1e a a ` T7 C TYP p F2 ® . SU S1 A LIGN �� F PLAM TOP _� _ 81� q _ o��1 Mao S7 d v I 3 o � o �{ E A30 D E A A AI-6. � _® L P -_ ® TYP I F rmn W ¢ 0 FA SCOPE 0 VIROLOGY 29 VIROLOGY 30 VIROLOGY A30 B30 C30 D30 0 H DEC 291995 Permit Submittal I 01 iEST WA 0142 SOUTH WALL O 0142 EAST WALL 0142 NORTH WA Q • NBBJ 1 De 2 226111T CWT. a N o cplm d Remo Seat Tdb 9. Wile 2 / 29 /95 Pe t subrR Nnl L ABORATORY F IRST FLOOR e . 111 South Jackson Street LL 'g G roup ,T - - - IN TERIOR ELEVATIONS ��® Seattle Washington 98104 ,� _Health TENANT IMPROVEMENTS k' a. A<=I,E ° 0 1206) 223 5555 u ' C ooperative Irk „. „" -- 1�4•_r -e Q ^ Fax 12061 621 -2300 a .Aa..e.E« p s of Puget Sound Riverton Operations Center _ kmkodBOW kbN�s 40789.03 — -- ®--- PHASE III 0 +ve? BFB neat DOS aeaed NOP - _ we _ . 12f2195 C=: !at l' I • 1 MARINE TOP AT - UTILITY COLUMN - UTILITY COLUMN SINK CABINET MARINE TOP AT RFUlE R13) SINK CABINET PEGBOARD -- PEGBOARD L..� H MARINE TOP AT OP... I I FILLER - IT)Ll H H H © ® gr R140 ENTIRE BENCH -Si PANEL EL�� \ ® —. F2 a, Ti I —i Si I EPDXY RESIN — f I _._ 52 -. _ EPDXY _RESIN TOO I F2- F2 � Y WON P F4 I 1 St TOP NEE I-F2 2 I MARINE EDGE F3 FPO% SIN Tn F . � . A� 0 O i J EO _ V HO - _ - - _ __ SI - PLAM i • I F' - 0' J A F 4 - 0' -J A F A E A A A A R -6' A A A E 0 C C C F Y' �'1 36 0136 TM. 5 FT. FIXED CABINET 3 1 1 MICROBIOLOGY ICRO O MICROBIOLOGY NoB:B 1:pLL MARINE TOP AT 32 MICROBIOLOGY CROBIOLOGY 0 ICRO WALL 33 MI ens WILL 3q COPY /FAX __ __ • D 35 OPEN LAB FIXED CABINET OPEN LAB SINK CABINET DIDe EAST WALL __ B136 • 1 MARINE TOP AT i - SINK CABINET • H 30' I • FIO EPDXY RESIN EPDXY RESIN 54 PLAT TOP PLAM TOP F2 -- __ W RIOI RIOIA OIOIA MOW S1 , O P S ^ms Rill �e 11 1 1 1 BY E C A A C 8 E E 8 0 BREAK /LOCKER RM. 1 0 BREAK/LOCKER RM. 0 RECEPT. 0 CORRIDOR qt OPEN LAB (0 OPEN LAB 0 OPEN LAB - OIIO SOU. ,vpLL 0110 .ST WALL OIOIA SOUTH WILL 0100 WEST WA 0136 TYP. 6 FT. FIXED CABINET 0136 77P. 6 FT FIXED CABINET 0136 SINN BY LAB COATS CO2 ■ LINE BY MECHANICAL -- UTILITY COLUMN FOR I I CO2 GAS UNE BY ELECTRICAL 0 MICROBIOLOGY 0137 C01 UTILITY COLUMN I J f SINK SIZE PER SCHEDULE/ Z I „ 'lU 1 KEY LOCATION PER ELEVATION/ GENERAL NOTES: tn 0 T 1 11 0 I �IN �3 -a' 3' -0_� FP.--1 T -0 1. PRIME BACKING BEHIND ALL CASEWORK AND SHELVING. rvV_N __ SEE 7/A9.4 FOR TYPICAL PARTITION ANCHOR STRIP DETAIL. w � IL ��� J � , ' T I 2. SEE A9.4 FOR LABORATORY CASEWORK DETAILS. > I `' ' 1 - P �MI I � 1 �_IIIIril _ .' .✓ s e 3 VERIFY THE LOCATION OF ALL WALLS AFFECTING THE LOCATION OR SIZE OF CASEWORK OR SERVICES. U A B C D © E F 4. ANY COUNTERTOP NOT IDENTIFIED ON THE ELEVATIONS SHALL m \' T ® BE EPDXY RESIN. 1 VW' ; 11 r F -I 1 3 0 3 0 —1 ` r -., w A30 B30 C30 D30 G H DEC 2 9 1995 Q PERMIT CENTER Permit Submittal Seattle � g- NBBJ 1 2( 9/ 95 NIIHI mmw I LABORATORY i k e South Jackson Street Group I FIRST FLOOR �� LL 1A Washington 98104 II; Health " __Ii. EaEO INTERIOR ELEVATIONS A sit 0 2061 223-5555 61 Cooperative TENANT IMPROVEMENTS ,1 Q ° Fax 12061 621 - 2300 of Puget Sound Riverton Operations w ,T ®; erati Center O-__O " -- P Q o d ar ABU bb N Ea 40789.03 ® PHASE III mKrad w1 a B[8 uODS ad WBP 0a. 12/29/95 m O ! EQ AC. EQ. EO ALJ 91ELWS SRAO(ETS k EQ 5' 0' EQ. CUSSES DISPLAY CASE sTAxD I - _— �i ES gSPUY CASES 1-11-■- j L L _ f.1.0. j --a) —k--~I ___— — + I . 1 1 T _ . __ —_ -� _ — • I a SKIVES x } 4—---—a ■ RATED QgNwC W 1 W So O 9101xc _ _ e N4 MITE VAANE X'AS BOARD I I --IIItIMMIM ' b i EI00 RI00 1 ! WAE CUSS ! A • s ' 11,11■ _ I� 1 QM b NC ,... m i E103B I . m j u �� C-0" __.1._ ' ' - ■ I- 50 9 0 J 50 � - l �� b St LASH O1,_ P API. 91E1r, m. E1p, PLAY U RECEPTION n CONFERENCE CONFERENCE n DISPLAY DISPLAY S SO C103 NORTH E10e WEST E104 NORTH ® EAST , A01. SHELVES °N AOd SHELVES CN WALL SIDS k I I 1R' WPIL EIS k ADJ. SHELVEB ON BRACKETS BRACIfElO BRACRE1°S. k I 1 .I,_ V I PAi.�MWOP ___ _� •• •l ; 1 NII � M " 10E1��1E1 M I WED IIIIIM .--- EMT. DOORS t0 AEMNN .! SECS %AST. W.1 - - SPLASH �_ -I-11♦1♦ i0P k SP LASH ± P LASi. UM TOP k A • I® — �- o III,_ = _ I AOJ. SNE .� it 11* - -ri l® A Pl ACLVES _ -_ - . )QYG WALL) —I--- ,I == 1. SHELVES Limmlnimow -, F0. ; [0. N. Y EO EQ EQ ! 2' -0 I I : x 0 FQ EO EO x - EO 1 x' - x - EO x' - EQ EC/ x' -0 2'-0' E0, EQ.. Ea' I �j RETURNS RETURNS ' _ �g RETURNS o.NG .NORTH LOOKING 90 RETURNS 11 RETURNS souEH 12 RETURNS E106 SOdTH E106 NORTH ox OflJ. SHELVES ON LL 5106. ! AOJ. SHELVES ON I' 6' . 9 ' 0 ' ,� o f BRACKETS , BRALXESS. k f - RATED OPENING W k 5 �� � .�1♦I. II � p 1 CASE OPENING k ME CUSS ACTON OEiILE PUSi. LAM. i0P -- 111 PIAST. LAM. G. �; SMEO PART'ION _ II•1�MMIllfl <�rA1� 1. ry1 LL OPEN �I �. ��.' A EEE TAM. iW H.M RELIT_ MAN C FllRN., UM V:R�/ UST. , LIMIT ■MI IIMII■1-I111 TON OfPICE - i ■ � k SPLASH EIO) ft10) vi dV UK Fla w ! EEC G ELVES �Mik' W_ _y � �c O ® __ i - EEO 5 D ` � � _T Ana SHELVES \ - s_ 11 �', 711 „ oimE Z�� e� emo i�IL�o \ EQ - - .. _ '1� END PANEL e 9 �!� 1 + � fA4G �I�� L�� ��� 4 GTNG Q 14 Eo EQ EQ. r -o• STAGIN x 0 CO. CO E0. CO. z -fi z- I ' t 1 STAGING • 15 S Q. EQ. - �J -•07 µcc- 16 TAGIHG S 3 STAGING )EAST 0 610P NORM ■ 4 c x 6' 0' — — �- -1._ 4 y — _. -... B :_ 4 . •_Q. y_p 1 w J 9ttu£s w • EXHAU51 HWO - — — ALL STlS. k - BY MECH. 1' BR � 1 UTMn Pn°x ® ss X r I — l ) 9N ME CX. II xEGI. ' Ill C4N�RP1pP - P 1 1 /SPR B. S.S. �_b - EQU L.La. L p _ ADJ. 4flV£S iri. � II�� ®® _ .i III. ! ._. PRO l4CE BLIX% ., A 91E 1VE5 � ��� (SXOSN a00, ��� a -��� � A MILE EURN, / I b F.I.O GC N �� CLA90 �� N Enc rr ACES UN CAR — C C ASH PART W S : _ INURE I RNJ 0' .1, 7 - Y I x' - 0'1 ACTON OFFICE ■ jg STOCK_ 69 MANUFACTURING 2D (2:p 22 MANUFACTURING 23 MANUFACTURING MANUFACTURING MANUFACTURING DOS NO.RR 6111 SNK UNIT 1 WEST EI11 SINK UNIT 2 W E EST 111 EXHAUST HOOD SOUTH Ent SINK UNIT 3 SOUTH S.N. UM, WEST T I I EQ. E Q. x -e ' wJ sne.vfs w( ms! DRAGNETS L. ' 11111•!x! S RSNM BY MECH wJf SNG.kS `� Ali 111111 PLASi LPAI. 10P k U / it OR I r ail 6 ,1 - 3, _ � �� p _ EIIIA ! SPLASH SS 9 ! LAST . UM. '' SPEGFlCA00N • ___ SHELVES AOJ . B G __ _ __ - AO. 9ELVE - F R . .J EFlG DASHED , — _ ��� _ b / _____ SlOSELCA9NIY' 1.41111111111 111 1 1 \ W 7 -2' E0 E0. x -x - cC� o__r_�I_o -' 24 MANUFACTURING 25 LOUNGE LON 2 LO 27 LOCKERS LOKE 5■111. oee 291995 NU LO N U CKERS LO 0 LO KE RM 2 9 9 Permit Submittal Ella W T LAST SOUTH NBBJ Dee CSSP SW Ms 9.1 w1. 2/29/95 P rT1it Subm ttal O P T I C A L pp FIRST FLOOR 111 South Jackson Seattle. Washington Grou TENANT IMPROVEMENTS ' 51 oR ELEVATIONS INTERIOR I Fax 12061 621 -2300 Cooperative .,,1E 1., _ -. of Puget Sound Riverton Operations Center 4_ J -- - A4, By I BBP id wlm 40789.03 PHASE III - D BEB 0K. CDS(laded MP ca. 12/29/95 I . I GWB SOFFIT ABOVE SMEO WALL SYSTEM. a ' 11 �� S E 6 1 1111 4 .--{ I- PLASTIC LAMINATE ! SM ED WALL(OFFlCE yC101) q ARSE CABINET W/ - b�l -- ADJ. SHELF S4 OPEN BELOW � �� � PLASTIC LAMINATE �I COUNTER - .��o I�� FILLER PANEL SCRIBED. FRONT /BACK NEW SIDE VIEW L L J f° ' k 0 PHARMACY STORAGE O PHARMACY STORAGE cm° -- CONNECTION TO EXHAUST DUCT PER MECHANICAL �� — PLASTIC LAMINATE - -- EIIJ5Ii AL!— — SS I PLASTIC LAMINATE - - :7 00® =M / L �im� � i SCRIBE P O N WALL �� 00000 1� W01011 7 J M K M M M 0 0 0 3 ... M• 0 M• M M MZ r— M n COMPOUNDING n COMPOUNDING __ O COMPOUNDING O COMPOUNDING �J \./ c,,, c, , cut m F.,1 r 0 1� -- O�� PLASTIC LAMINATE 3' x 6' PLASTIC LAMINATE O i - a '. t — "_ � ADJUSTABLE SHELVING. , TABLE TOP. ti wiwwwi _ °oo PLASTIC LAMINATE 1 1 R��� - I WTII CASTERS AND _ oM l PANEL, o SCRIBE TO WALL I ��� AIW _ 6. A I 1 WREN. HT. ADJUSTMENT. 0 P P P ' N N N N N O WEIGHING O WEIGHING O MOBILE TABLE C112 C112 CIII. 24r ( SINK SIZE PER SCHEDULE/ KEY LOCATION PER ELEVATION GENERAL NOTES: OR = 36" wide unit Z - A l 36 Al 33 -� 1 SEE X /XBACKING FOR N TYPICAL PARTITION ANCHOR STRP I DETAIL O 1■. IPM■ Ih p __ 2. SEE X.XX AND X.XX FOR PHARMACY CASEWORK DETAILS. 3 VERIFY THE LOCATION OF ALL WALLS AFFECTING THE LOCATION 1 ry - - __ -- J - - K L AD -- - _ ry OR SIZE OF CASEWORK OR SERVICES. W LL 24" DEEP (z +' AMP) OD' our) (z+' DEEP) OW EEP) (z+' OEM) 4. ANY COUNTERTOP NOT IDENRFIEO ON THE ELEVATIONS SHALL W BASE CABINET 2 a % BE PLASTIC LAMINATE 0 PHARMACY. � 0 typ. typ. \ f � d zs � ...' '- -- �I _I 11N I. a p — Ti EI L r � NI T 1 ®� ® o � A A A typ ..... 30" DEEP 0 P 0 R S G BASE CABINET (z +' DEEP) (ea' API (z +' DEEP) S. = 30" wide unit CRY 6 C,uxwen DEC 291995 Permit Submittal Q I reaun cunen 6LMia Ode By 0649064 d Re 5lmt Inb I. Neb NBBJ 12/29/95 Permit Sunm«e( PHARMACY `o a .- 1,1111) FIRST FLOOR g e a 111 South Jackson Street Group eEC 141720 - INTERIOR ELEVATIONS LL a r Seattle. Washington 98104 CO_Heaith - e g - , TENANT IMPROVEMENTS O ARC - ; T -. -- A6 4 Q � (2061223 -5555 l.00perat�Ve , ,� s. a 1/4 1 -D' a Fax 12061 621 -2300 of Puget Sound Riverton Operations Center __ A nwnwe OOP AA 4078903 I— - oergad BFH Raxn DOS ti ded A WTiP we 12/29/95 1 I— _ PHASE III 1 ri — — SMED WALL AND PARE GLASS R20 l 1 R213 R212A R212B ��I R211A R21IB �I I 200 I 2 � ' I R226 pw SMED RECITE WED RECITE I__ II " F200WI RELITE R200W21/ 1/4 "TEMP 1/4" TEMP "" / -- NEW H.M. FRAME PLATE GL PLATE CL AND WIRE GLASS II I�I__I_,_,I_._ _ .' , RECITE SMED WALL SMED WALL _____ "J —__— =�E O j WAITING RM. F200W1 ® WAITING RM. F200W2 O WAITING RM. F200W2 O OPEN OFFICE F214 O OFFICE F213 0 OFFICE F213 Err-H=1= SMED WALL SUED WALL - R- - -..Qy ` — B 9 In Il spas a FiSH TAN '� 1 p �B� BASE,BY K CLAAN YTON a -1 � COUNTER — —� AOUAAIf1M' BC/20_ _� C -- ® ®" i . RE �� E � JI .. I Via. - _ 1� � �� � ��� ®�� ® ; . ( TYP. WORK STATION TYP. WORK STATION 0 MAIL SUPPLY COPY F210 11 MAIL SUPPLY COPY F210 0 WAITING F200W2 i - H P SMED WALL SMED WALL - -- _ - _- _ I I R225B R225A 't o R2248 R224A I T2237 R223B R223A 1 . ACTION OFFICE _-_.- ., - _— _- ..._____.__ .. ___ -- MICROWAVE �Sxea Diner 9 • WED SHELF - • -•I I MICROWAVE ____ •22. I M / E RECITE 2 I ` SMED WALL T•LL E- - F226 SATE GMP i I - ��! - - -- REDS RE GLASS o __ _' WATER COOLER - - __.. SMED WALL C 1 J F216 14 COFFEE/COPY EE /COPY F222 COFFEE /COPY F222 OPEN OFFICE F226 OPEN OFFICE F226 1/4' -'_0 _ a 15 /a ,._ ._M,. 16 1/4^,',' ®/ .._ ._ PRINTER \ COMPUTER - ,---- - 1- _ / . ,_ 45" PLYWOOD WAINSCOT AROUND WORKING COUNTER 0 RECEIVING F102 EXISTING MEZZANINE EXISTING HANDRAIL o f w COFFEE 0 O EXISTNG RELITE EXISTING F105 R106A R1058 F106 R106C F108 °_(y TO REMAIN STAIR / Q F. " - - -- - -- DOOR EXISTING 42" HIGH 42' RICH • N Q - .l1 - • _ -- _ -- ,. WAINSCOT T —.. 1 _ TT > / WAINSCOT 71 : STEEL —. - - - — Ir SHELYING - J I � W - ' • W U . " 1 X t8 FLAM F108 `WATER COOLER Y0 WAREHOUSE F101 /y ._�._ B . RE FRIGRAiOR , v D ,.\',''',',C, F 1 J (4 014.4, 2 s Isss Permit Submittal X ¢ r , l ^ / , 'DEC PERMR CENTER Kt R Nm Cale By Bin*. A Ron Seel r A 9* N,ker NB1JJ 1 2/29/9 5 Perot seemue1 O F F I C E / W A R E HOUSE W ^ - i s South Jackson Sheet a Seattle. Was Group INTERIOR ELEVATIONS / / ®�� p RD 9 9 6B Washington 98104 „ „Health TENANT IMPROVEMENTS AH �c 1206) 223 -5555 Vsr ' ooperative M;N.s' S 11/41 -D" Fax 1206) 621 -2300 ° " ' ^�'" " °'°" Agrwod By WDP kb .t.,.. 40789 03 of P u get Sound River Operations Cente d + - - - -- me* 8E8 Nee 8E8 ae4d W8P Nee 12/29/95 I — _ PHASE III - - - - - -- - e • i 1 , I HOUR RATED CORRIDOR UD MIm /� VII ,2 CA // 'MRES 0 RMS OG OR • 1WEl' % iOSNPTM5fw5TNCW cXe v 1 YI / T OE%CEP CE ILING HEIGHT Is HIGHER 0 ti 45.W' OR CH TO A SG. TRANSVERSE LOAD I RAIN LDIAPFNSATNG MPNNEL C04PENSATNC CHANNEL HAND WRAPPED TIGHT LOOPS. (ALLOW Fai I" W MOVEMMi) I (ALLOW fOR I' a MOVEMENT) -/ NN ARAM i MU. I% POKER DRIVEN /� I�� ME MORG -� f _ ROAM EASING WALL V RUNNER PMAl1EL M k LAD as INDICATED a �� W WE SIDE (SHOWN DASHED) 1111011111IIIIIIIIIIII10111IIIIN N9 IWIIIINBIIIIIIIIIII9 1111111101111111111 PERP ro PnkmM. II� METAL COVNEfl BEAD TIP. IN MIL TEND 3 5/e' 5.D5 k 5/8 GWB (WE SIDE) 10 BOTTOM N e ��` I� SPACER k GASKET OF STRUCTURE _ 1 5/B' x 25 CA C STUD BRACE 0 ,d M / Z' CHANNELS W FINISH CDUNC Op' O.0 OR i0 flESIST 5 PS 0 Ewsi CAB FINISH CEILING O CORRIDOR 0 AM CONDITION ° ° �w,/, . TRANSVERSE LOAD ALTERNATE SOES (S 91 LADE0) C. PA NEL %, CONE 20 GA TOP RUNNER r _ • I 0 SM DASHED) .. a I - - I i n nAa BRacE io raP PAnnna w J �— (2) IB SCREWS k ARAM N SRU� MI,,�� G OR DRI . 1 ,-. E CW 1 ACWSTC CEILING, TIP / e eI _ POW VEN STA • ...o...........o......o.... Iu�' ACM. CflUCONK B OFFICE EXPANSION ANCHORS @, aG EO[£ R LMC W/ '°"T• •.m�' � omnvnm•^e••••~e• ^^•• FlN aI tEIUNG , CONT. 20 GA. 111P RUNNER ��� A 01 EATgIPi ADD AACOUSTIC FINISH CWNG ((Ea. SIDE) XWR RARp CCRROM Up WN 6 J HONK RATED STROCRIX. nNISN CEILING (M EACX 510E11 J "'" 11 110011 ' - �� SPACES SEE FINISH SCREED. FaR METAL 1 WEDS k E/B" WSP % GW8 U CORRIDOR 25 CA % 3 �B MT_ STUDS 0 SEE FINISH SCHEDULE FOR HDGNi I ABOVE W/ R PO 3 5 /B' x Z5 GA •MI SN05 0 �' • HEIGHTS k MAIERIAS, 1YP. 2' -O' O.G W 5 /8" IWE'%' GW3 &MATERIAL. 24' O.C. W/ 5 /0' CNB EA. SIDE A.s!b L,_, �1 3 5/8' r 25 CA. MT. STUBS 0 I BEACH SIDE P. _ 1 , /Z' x 25 GA MR. SN05 B 2 -0' O.C. W/ 5 /e' CWii OW HOAR RA11FF4 CENSRUCIJ(kL I ( 1 HWR 0011sPIICTONL 1L °' 24' O.C. w 5/8' cYR 25 GA. % 3 5/B NT. SNOS 0 ,r.� — . m i i EACH SIDE PP W/ 5/8' PPE '%' OR — 25 GAB 3 5 META STUDS 0 .��.- C ' % � CONT. 20 GA. Mn. RUNNER ON EACH SIDE HII O U SVDE W/ A INBUU .. ANCHORED TO ROOK B IB• 0..C. (EwsnNG .01111 SHADED) co i zo cA l ' RuxxEx EXTERIOR NTI ERIO ANCNORN TO FLOOR 0 IB' 0.0. s` CWi z0 GA " flUNNER ( ,L 4� RNUENi BASE RESILIENT BASE CONT. 20 GA. MEL. RUNNER READMIT BASE PNCHDAEO TO ROUTE O IB' 0 .G �V.}.� NQTE. , (SEE FINISH SCA pyp LiNISH f1 (SEE FlNIS4 sCH EO.) FINISH FNN. ANCHORED 0 18' O.C. 4a1M WP1L WDN 0 CWC. Pfm II -_ - 11( RESU ' > I ON 0000 SLAB, lm. I W C SLAB, Tm. ) FINISH FLOOR (SEE FINISH t INFlLL 0 WPRMWff CWDITW. — FINISH BOER (SEE FINISH SCHEDULE) I �FlNISI EHT M BASE (SEE FINISH SCREED.) -•••• - I - -- ON CONCRETE FLOOR SUB I t '- -- ' 1 M CMG. SLAB. PP. SMNULE) ON CONC. SUB I.I O 0 O WALL TYPE 16 WALL TYPE 13 - 1 HR RATED WALL TYPE 10 O O 1 HR RATED WALL TYPE 07 WALL TYPE 04 O NON -RATED WALL TYPE 01 NON -RATED ' - — 1 AM H� e MIL STUDS MAME E%[FPi/ D GMH Sane f3 5/B' I � 1 on OF SNRCNflE O s B RUTE SNE O N5 O B' -0' O.0 ) LWPDYSARNG CHANNEL (MAINTAIN I HR - -� '� FROM NP W / OF SMED N SRUCI. AsoVE. �� RAN4GJ ALLOW o I' OF MOVEMENT �FINISN CDUNC 0 4M CWOTON 5 /e' x 25 cA '0 STUD BRAG£ 0 ° I :FA 0 OC. ' -0' OR i0 RESIST 5 PSF (2J 12 CA WRES 0 B' -0' O.0 OR V TRANSVERSE LOAD. ALTERNATE SIDES. � r0 RESIST 5 Pff. lf, - LgRSE LOP, ATTACH BRACE TO TOP PARTITION W QL - • ARAM W/ HAND WRAPPED TIGHT LOOPS. (2) 10 SINEWS T ARAM i0 s . i 14 VI/ IN HMS. W/ NO FINISH LIEUNC, NLL COMPENSATNC MANNEL ARAM Tb SIHUCT. VISE' OAIVfN ABOVE W/ 2 POWER OMEN OT EVANSW HEIGHT GWd IS i0 OCWR Q4 •1HAi SIDE (ALLOW FOR i' =ANENT) T ` • Ot E%PANSIW i1PE ANCHORS ANCHORS. (O.0,4 AM) 11 SIM. WALL TYPE COMPENSATNG CHANNEL n e ' �• � I _ T T_ WEND 1 NR. RATED CORRIDOR (ALLOW FOR 1' OF MOVEMEN �_�� _ • RAM TO MAIN RUNNER PARALLEL OR a'6 pp NONE RNE 0 0 K A N U/S LID i0 NEW RATED WALL, SHOWN (J V JD ICI DID IIIIIIIII � 1 111 111 A� 1n 111 PERPPfN i0 P 2.-N. E . • 4 SiRIICNRA OEN ABOVE DASHED (SEE NOTES BELOW) - — C 1 01 1 5 /B• CWB NLL H EIGHT ® ACWSTCAL BUNHEi ( 2' -0' EA. SIDE a • / ONE SIDE ONLY ¢ PAPTnON WALL) ON A LWSTC CUEING .5"L r CUNT. 20 G0. 1W RUNNER EXTEND 3 5/8' NIL STUDS k • ae H: �� ONAGER k CASKET s /B ' GNB ( ONE SIDE) i0 BOTTOM 1, = I s/0" x 25 GA 'C' STUD BRACE 0 c ij ,�_ „ ACWSTC fF1UNC OF $RUCT. ABOVE /, W -0' 0.G. M i0 R@ST 5 PS, �' SMEO WALL I��� ' ° k 6 5• TRANSVERSE LOAD. ALTERNATE SLOES 6 4 WP CEENG TRIM i 5/8' CKB ONE SIDE 3 5/8' STUDS r —::.i "v P H O I � £ W/ w F ONER UPoVfN pR 51HUCi . FRAME ON TOP a USING ■ A , EIPNTA ANMORS ACCESS ROUTE (OMIT 011 SIM) _ � „���.,� " .....ww,:. - _.,.,,o,,,,o,,,,,,,o,,...: \ CONT. 20 GA NP RUNNER SHED WALL SHAFT LINER BORN W 4' C -i 'pro:al S1U05 0 24' O.C. W/ 5/B' E YPE ' X ACOUSTIC CEILING �9 FINISH CEILING (EA SIDE) FINISH CEILING �j GLIB 0 MEM. ROOM SIDE �1J m.i ' . SEE FINISH SCREED. FOR TYP. fACN SIDE - SEE 6' x 25 GA MIL SNOB 0 ALWSTC R on INWL 1 HOUR CVRRIDOR LID INTH - CORRID X% HEIGHTS k MATERIAL, TYR FINISH SCHED. FOR HEIGHT 24' OC W/ 5/8' 0. EA. SIDE + META INOS k 9/B" GYM PPE 'X' i F ® 25 CA. % 6' NOB 0 ...v., T I: -® 24• o.G In B9T. OF 0100CC) _ � O EMT. ACCESS BOOR k PEDESTAL J HOIRRARD fONSR IfnW' W 5 /8' TPE '%' GWB W EA. ��- ��^ - i f 0 REMgIx (WHERE OCCURS) 25 CAB 3 5 B'lMETAL STUDS 0 I- A - gg 7 -0 ' . qG E W E /5/ 1YPE '%” GWB 9,1m ALL p El Mi 20 0.'115%71 0 EA SO (OSIPNG SHOWN SHADED) C - W 20 CA MR RUNNER T RA .. �F�1 NEW ANM OREO TO ROOK 018' O.C. '1 - 0 2 0G SPIED.) TO FINI GOUT. 20 Ga. MIL RUNNER H, EW CONC. CUPS W/7407' DOWELS ANCHORED 0 1B' O.C. FlNREAUNi BASE FINIS fN. REFER SH O 4 OC. DRILLED INTO MST FINISH FLOUR (SEE FINISH i I F191 FLT. (SEE FINISH son.) , ' ON W YC. 9 II • CONC. BOOR k EPDXY GROUTED SMEOUN) ON WNC. AAB� T. I W CONC. SLAB, M. - - - -- — - -- - - -- 11 U 0 WALL TYPE 14 - 1 HR RATED 05 R RATED WALL TYPE 08 WALL TYPE II. c; O WALL TYPE 02 NON-RATED • c t, WALL TYPE 11 1 H W, (EA. SIDE) 20 GA. FOP GAA WALL TYPE NOTES A d J_ 1. PARTITIONS DNS INDICATED A$ 1HU5 ( O ) • 15 b 42),2 OA WRES o e O' OC T. . INCLUDED . ARE TO HAVE ACOUSTIC INSULATION UNLESS b95......bilgth 6W } ATTACH 0 REASi s Pff RPNSVERSE L OAD / ARAM W/ NANO WRw�APP�PED TMT LOOPS. � N THE BASIC WALL TYPE). ', ° AXPASOSS OTT. I%POASP DRIVEN F 2. NB W ALL RATED CONSTRUCTION IS TO BE O TYPE X. TYPICAL - E wsr . au -TAU Son TO WAS RUx NW PAIUUEL M 3 WHERE FIRE RATED & NON FIRE RATED PARTITIONS I N N S A TE M S. w No FINISH GELLING, NLL COMPENSATING CHANNEL W MPErvSAnx c MArvrvEL I (do sXaoco IIti91NINIl111W11 ° ' "I�OWIIOI®1 DD vERPP Ex01W L AR lD P AnNM. ICI TUTU UNINTERRUPTED. THE FIRE RATED PARTITION SHALL PASS H:00T:: TO OCCUR ON NAT SIDE ( ALLOW FOR I" aF MOVEMENT) (qu F a t 1 ' OF MOVWENI , ufrA Ca+ xE R aaD rro. J W iHRU UNINTERRUPTED COMPENSATING CHANNEL (ALLOW o 1' T 4. DIFFERING PARTITIONS SHALL ALIGN SO THAT ) OF MOVEMENT) ARAM To U/s CLU - uu �� SPA. GAS. I WALL PLANES COMTNUE UNBROKEN WITHIN ROOMS s HEIGHT i 7 I� — AM I' (UNLESS NOTED CONDUIfiSE). MI { \ QNE SIDE ONLY .1 09 _ — _ 4, ', LCONE CONFOP RUNNER U 5. ALL DUCT, PRAT, CONDUIT & OTHER PENETRATIONS {yy �� f — SAME EXCEPT EXTEND RD RILL Hi Q THRU FIRE RATED PARTITIONS ARE i0 BE TIGHT , I EXIST. GAB o u/s MEn. -L i0 slRUCi. ON WE SIDE ONLY A MATERIAL, ((re. E6•1[67 I+ cox,. Acousnc CEILING, m. -..._ _ _ , ice SEE FlNIS4 SCHEDUI£ FITTING. ADD NEW 3 5 /8' NRNNG OVER ACOUSTIC CEWNC� ��tI11 1 A MALARIA, M. ;+ 6 . PROVIDE REINFORCING STRIPS AS REQUIRED 0 ALL Ewsi N k ADD LATER s /e' • I 0 PHARMACY SiORaCF a I: I' ON THE PLANS &INTERIOR ELEVATIONS. [: STUDS SUPPORTING EQUIPMENT & FIXTURES SHOWN TYPE .X. GM ( DASH.) a 6, I I II TIONS .......' ...... v ..... ............................... ; I . , EXTEND NEW RAZED PARTTM 7. WHERE SIDES 1 & 2 OF A PARTITION ARE N w% o U/S a ME22. I' DIFFERENT, THE PARTITION SYMBOL IS SHOWN ON ��S - " " °' °' °' °�'° 6" x 25 GA MT. SIDS 0 SIDE I. WHERE SPACE PROHIBITS THIS, THE A ACWSTC Sat FIRM. RGOM Air k HHceE IxaCARO u• II z ,C. w/ 510' 06 SYMBOL LEADER LINE WW1 POINT TO SIDE I. SEE CUD. TEA. CEILING TA. EA. SI 1 EACH 9oE Mi 8 PLAN DIMENSIONS TYPICALLY RELATE TO FACE OF SEE FINISH sM 0. Fat SEE FINISH scx D. Fat II t T GA urL RuxxFR w WALL FINISH OR BUILDING GR DL NE$. CRITICAL HEIGHTS k M li'lALS, 1W. HEIGHTS k VIEt)iii TIP. 3 -5 /B' a 25 GA. M 5ND5 0 1J OIMFO 10 aOOt 0 In' 0.C. NW Q CLEARANCES ARE DESIGNATED AS 'CLR.' 25 GA. X 3 5 /8° NI. STUDS a 25 GA % 3 5/B' NIL STUDS o 2 0 ,. w 5/0 EMS Erg II - RESILIENT BASE 9. PARTIRON TYPES ARE INDICATED ON IX 5 B'GWB S C ' %' EA NOV. S 24' OC. ITO DOT. OF BRUCE) -/, 24' CC. w/ 5 /B' END ON EACH PHARMACY d / FLOOR I(R STUDS 0 2d' U.C. f%rEr:O WIEfl W/ 5/8' PPE 'X" GWB ON U. l SIDE STORAGE CSP 1 1 1QI ( y( FlNI SMEO ) g 10. WHERE PARTITIONS EXTEND TO UNDERSIDE OF F AL M. RM - LATER OVER CWC CURB SDE • � GMT. 20 a. NT. B IN j M Caxc. s.Ae, rro ANCNOtE N RWfl 0IB' ac OF STRUCTURE ABOVE, USE COMPENSATING CHANNELS m WONT 20 GA RACK ON • RESIDENT SIDENT BASE -- : TO ALLOW 1" MIN. DEFLECTION. COMPENSATING Ew .C. CURB. ANC. coxi. 20 CA MT. RUNNER corvi. 20 ca. Nn RUNNER I FlNIM Fu. SEE 519158 scxNJ _ CHANNELS IN RATED PARTITIONS ARE TO MATCH - .. ANMORED o ,e• OG 1 AVIIMI a I8' A R _ W cant. sue IYP. IS TO WALL RATING. NEW CONC. CURB WW2" DOWELS _ - - 1111 0 4' -0' 0.C. pRIL1E0 INTO EXIST FI RWR (SEE FINISx l FINISi OOR (SEE FINISH " 3 CONC. FLOOR k EPDXY GROUTED SCH ON CONC. SUB SMNULE ON WNG 51AB O WALL TYPE 03 - NON-RATED 1 U ai i LA O O 0 O WALL TYPE 06 - NON -RATED DEC 291999 Permit Sub 0 0:=5 WALL WALL TYPE 15 - 1 HR RATED WALL TYPE 12 WALL TYPE IT09 F WALL ® p ' ' , o ` .. PENMrz CENTER _n. NB B J MA& Dole By 2/29 /90 0.41. of AM SAW Mb Per t Submittal WALL TYPE Grou SCHEDULE Seattle. Washington 98104 f , ES lS A 9 ■ 1 ` «. s I 1206) 223 -5555 Health p t v1 111 South Jackson Street Cooperative TENANT IMPROVEMENTS A AT AS WBP Fax 12061 621 -2300 O of P uget Sound Riverton Operations Center row * fir WBP Ac wh. 40789.03 Q (� 1 _ , PHASE III BED aa.K KH aek.evmP PP 12/25/95 O . NEW I -HP RATED IN -FlLL CAB PARnnax� ) AUGN -0 I. Y -Ir / ICnuc wA�i x FACE � I�I _*__ 4FAIFY HPLNE NEEDS 7, 2X ire (R7 ADJ, SH MIN LOCUMS AMAi I ALUMINUM DOOR rRAME. '.■ BOTTOM ANJ EO�LS 'L r 1P. E ,0/ DOOR C10211 ? T . . ' ! RUSH MN SMELT WRE ME DAROS STAN � of � ? l :T • •�� -{ - M PLAM 000a PL -4 ' k:::::::::: ~ 120::::::::::::::::::::00 s1Ea'C' cx0INEL MANE ANE • s I Z E P OPENING MD i q PLAN FINISH AT TOP k EDGE, 01., - �}.• • ¢•+ E%ISDNC CONL. WALL SAW-CUT �, ` CON,. FLUORESENT LIGHT FAME VO • i4 1 .'X11.4 REF PLAN OVFR92E0 OP W A PER PLANS • t .}. HEWED MESH REPAIR VEtIEER PL.,SIC! 0 Ni N MRE LULL ' Jp` �✓ •' A • f : • • r Z E , FRAME. k _► = iR _ P { f I IAN, max PL -r, Tr. y w{ i I GWB IN FILL @ CONC. WALL O WALL MOUNTED CABINET N o ° DEAD-B 0000 T. �� m i igi to 1 co''''' WM'''''' 3 D IM PT SCALE: 1 = F' 7-2' DIM � •• • V• f .� ? 170" BUR HINGES, (Z) Pa. 2 3/4• LULL TIE, IL P OSABLE . _ I ___4_ PLAN B CNSPUSN PL -x, OP. .� �•D� P.UM COUNTERTOP AND FRONT �� � (OF LEVEL t0 UST ACCESS M 92' PER ELEV. NO2 ' �yAJ. {• •. {•4 R .,.� _..��. — - EDGE. PL r M. I k R. •• yS p O�1 I EMSi TIM SUE" i° REMIJN. R ! — I �= . ,,,,,LL ,,,,,,,,,T. g d ••:::::::::gin t`wI rt%4 ro • 1■" WNi 2r EOCE BLOC( AiiACNFO t 3/4 AOJJSTABIE SHER% PUM FRI. 0 RYWp FGPN BOAgp 'O{ b i—_ yp ERUSH N SHELF SLANOAAOS f A ll S,F i POW FORM BOARD TO RETRAIN D IN- x w } }� COW 2r STRINGER TED TO PER 1=11 CABINET INTERIOR, MEUNINE RASH 0 0 T E : (I CLOSED CELL TORN flW I PfAM FNISH IXI CABINET BOTTOM REFER i0 EXISTING CON,. SUB. J EASING CONC. SLAB �i� ANO [OGE. PL -x ROOM . DESIGN CRITERIA :�R 4 - BASE, PER FINISH SCHEDULE O CONTROLLED SUB. - DOOR #C102B O O BASE CABINET - TYPICAL /M . - I . - o . SCALE: 3 - , rJ RAISED FLOOR IN -FILL (CaNCRETE) 2 SCALE: t 1 /Y' - 1 -0 � +..1M ... SCALE: t' = I' -0" (3) 14 STEEL ROOS I'_y NOTE: me. k TE REBAR Y i REFER TO INTERIOR E '- - OFFICES, p_B^ NEW C0N0 SUR FOR SECOND FLOOR OFFICES, SHEET A6.7, X10&12. SUB EMT I, 6 6' DRILL 5/6 DIA. HOLE - __ 7 EPDXY H BAPS x 2 Ole C.C. -- IIMMEMME IIII VIII —11111 IIW EAST. SUB ON GR. - SURFACES, 0 A L EX I VIII 1 1111 .... IIII' .1 p• —• BEARING um n ILL =; III —1111 NEW PLUMBING DRAIN UNE b 1/1' LW, ACRYLIC AOJ. SHELVES. k•' . i,A� �, NEW GRAVEL MTH POLISHED EDGES. ROUTE INTO SOE WALLS 3' CC. ISPICAL © FLOOR TRENCH SECTION ■ SCALE 1 ILO' IIIIMNI 1 P.. CWNT1OF AND FRONT F , Pm - "«..�� — as W"S. R-x, 1 1' • ' 21'1 11 1 MRE PULL � i A 3 /t' PDJJS,ABI£ SHELF, P.LA4 FINISH L-___.IIII�I�� Ai iW, EDGES. k BORON bl U FOUR k POoLE STANo L a5 Illlllll CABINET INTERIOR B INET B FINISH I Fl I NISN IX CABINET BOTTOM al PµU N. mmo BASE. PER FINISH SEHEDULE Aim (n 1 O BASE CABINET @ MAIL SLOTS O.JT !0 Z . - < I Q PA U LI i Cr) • maa o :P g e ae 4 c3 J % �S f DEC ° 291995 Permit Submittal o LL NBBJ N�ca, R,AT CENTER By vex,. d A* g540 Tab S. Note [� 12 /29 /95 ReFm'ISM6mua DE TAIL S III South Jackson Street Group • _ - - Seattle. Washington 98104 Health TENANT IMPROVEMENTS 0 D ,ED 9 ' `; EN CI CT (206) 223-5555 ar � Cooperative - xm As Norco v ��, Fax (206) 621 - 2300 of Puget Sound Riverton Operations Center -. _- _ - 4 OAF OblOMhn 40789.03 PHASE III - oreyd DED ow, JGD anded WHP me 1�29L VO A I Q 4' INTEGRAL SP // /'' \�� SEE A6.1, A52, AND A6.4 FOR FIXTURE TYPE PUM (FL• SIOESFlA 1 RETURN AT WALL AT WALL CONDITION / 511010 COLUMN BEYOND LESS THAN S 3" MIN �� SINK AND TOP PER PLAN / COLOR TO BE SELECTED K Sr� COUNTERTOP MATERIAL 6 _� I ELEVATIONS PER ELEVATIONS _ �t EIh tit /12 % 2 1/2' OVAL � �- �) IBTECRAL SPLASH AT I n /rM N i SMS W/ FIN. WASHER ® 24' O.C. RETUR WALL _ GRADUATED MINDER 0 0 O ST STEEL - o 0 0 0 0 o r GRAWAIED CYJNDER I T SEE SINK SCHEDULE IN CORNERGUARD 1 0 II O HOLDER ® / fi 1/2' ROUND A l SPECIFICATION FOR EXTEND FROM TOP OF BAS O O • Di O . 1 - -- PUM / COLai TO BE m SINK SIZE TO 48" AFF. N I ' 6' % 1/2' ROUND DOWELS 6' O.C. -. S K055E 6' O.C. � II ' STAGGERED A., SELECTED PUM / Cp.OR i0 BE SELECTED STAGGE !� REMOVEABLE ACCESS PANEL .I� 8 AEMOVEABLE BACK 3 / Imo_ SEALANT V . I BASE AS SCHEDULED . y 1'_0. t BENCH TOP °_ II —I II -II. BASE AS SCHEDULED TOP OF BENCH II�II� 0 TYP. BASE CABINET EPDXY RESIN SINK SECTION 0 CORNER GUARD O DRAIN BOARD O SECTION THRU DRAIN BOARD SCALE: 1' = 1' -0' NOTE: ALL CABINETS 30' DEEP UNLESS NOTED ON ELEVATIONS SCALE: I' = 1' -O' SCALE: 3' = I' -0 SCALE: I = I' -O' SCALE: I' = I' -0' ADJUSTABLE WALL SHELVES 12" WIDE UNLESS NOTED 0 I OTHERWSE 2 X 2' X 1 4' STEEL TUBE/ I4' COLOR TO BE SELECTED O O PLAM ON 3/4" P00./ % ° 4 / " / / /iiiiiiiiiv /iiiiii 1 5 8 X 1 5 8 UNISTRUT IE+ FINISH TOP, BOTTOM, AND / COLOR TO BE SELECTED STUD -SEE PARTITION SCHEDULE �IP. j FOR SIZE O %i TWO SIDES/ COLOR TO I/ -PLAM SHELF tl 0 BE SELECTED % �� 1/2" LOCK BOLT — - 4 "X18 GA. STUD - NOTCH o SI; ® O - O ull 111111 AT VERTCAL STUDS (3) B SHT METAL SCREWS AT I — 1 ' MI N- / E ACH STUD I PLAM /COLOR TO BE i�•�i / _ �✓ SELECTED ANCHOR STRIP TO SPAN BEYOND O O TWIN PIN SHELF rI f SUPPORTED ITEM TO NEXT ADJACENT SUPPORTS IN CABINETS STUD MINIMUM '• O O SPRING NUT I 0 TYPICAL PARTITION ANCHOR STRIP O TYPICAL UPPER CABINET AT WALL 0 ADJUSTABLE SHELF DETAIL 10 SECTION THRU ADJUSTABLE LEG 1 n SCALE: NONE SCALE: 1' = I' -O SCALE: 3' = 1' -0' SCALE FULL SIZE IZ ^ - C ® ® — PLASTC LAMINATE 2" % 2" GALVANIZED ANGLE/ BOLT CO C y BE SELECTED COLOR TO BE SELECTED 6' -0° TOP/ COLOR TO 36' U.N.O. PLASTIC LAMINATE TOP/ ,`PY�� ANGLE ABOVE ' I f'� 1° L� GALVANIZED THRU -BOLT ]7, _�� � i / 0 Ill s�� EXISTING ROOF DECK AND PURLINS WW1' ® ` 111 � WELD TO ROOF GALVANIZED ANGLE/ GLE/ I NOTE: ALL FLUSH GROUND SMOOTH I NOTE: ALL FLUSH GROUND SMOOTH !11��0. FINISH OF POWDER FUSION EPDXY FINISH OF POWDER FUSION EPDXY ■Ill - 2" O.D. GALVANIZED STEEL PIPE 1 ' 6" LONG GALVANIZED PIPE/ II S COATING/ ATTACH TOP TO FRAME ' COLOR OF FRAME WITH 2" X 2" ANGLES AND SCREWS TO BE SELECTED W1 2" X 2" ANGLES AND SCREWS - -- COAANG/ ATTACH TOP TO FRAME �`� e�� WELD TO STEEL BASE PLATE/ \ `�i PIPE SHALL FIT SNUGLY INSIDE OF STEEL POST " Q 'I . � .� 1 -1/ 2" A 11 GUAGE GALVANIZED CHAINU IiiiW %V BASE AS SCHEDULED t - C� ,I I �p� ���� =MC w� GATE LATCH i0 BE LOCKABLE -- 1/4" X 2" X 4' GALVANIZED _ _ Y Y COLOR OF FRAME TO BE SELECTED - IP�` WITH A PADLOCK STEEL BASE PLATE - �FRONDE 2 -1/2" HEAVY DUTY LOCKING CASTERS DE 2 -1/2" HEAVY DUTY LOCKING CASTERS �� (2) 2 -1/2' DICA'S 0 ADJUSTABLE SHELVES 11 FRONT VIEW /ADJUSTABLE TABLE 12 SECTION/ ADJUSTABLE TABLE 13 CHAINLINK FENCE 14 CHAINLINK FENCE (DETAILS) SCALE: C = 1' -0' SHELVES TO BE IS- BADE UNLESS NOTED ON ELEVATIONS SCALE I' = I' -0' SCALE: I" = I' -0' SCALE: 1' = 1' -D' SCALE: 3' = 1' -0' BACK I EDGE OF 'C' FRAME BENCH - 6' -0" U.N.O. COLOR OF METAL SKIN TO BE SELECTED OVAL HEAD MS BRACE TO STRUCTURE SEE PLAN FOR WALL TYPE _ < BACK EDGE OF "C" FRAME BENCH IR W -r 71H FIN. WASHER AS REQUIRED FINISH CEIUNG TILE BACKER BOARD .BEHIND ALE _ I L L SU E P / I SEE STRUCTURAL FOR CONC. DETAIL c p i 6' 0' U.N.O. _ _ H 1E METAL " REMOVABLE PANEL - WATERPROOF MEMBRANE 18 / REMOVABLE PANEL TO CO 6" ABOVE CURB 1 ' - 1 ' - 1 ' - b START AT 18" AFF il -- _ AND OP 1 D 1 1 I - 8' -0" ST AFF/ AT COLUMN TO BE 6" ABOVE • � i ! FINISH i0 BE FINISH CEILING REFER 10 2 DIA. HOLE (NEW) 6 PYLON CAVITY FOR MECH POWDER COAT / I ,., PROVIDE GROMMET WITH COVER AND ELEC. SERVICE LINES. FINISH SCHEDULE FOR HEIGHT SEE MECH AND ELEC 3 0 i6 GA. STEEL �', 2 ' D ' CHANNEL TO STEEL CHANNEL (TYP) • W a �u4 MEMBRANE B ANE \_, AND WRING ELECTRICAL BOX ^I 2" DIA. HOLE (NEW) rJ`., AND WIRING IF APPLICABLE PRIME GROMMET WITH L - -- - - - - - -- P4700 UNISTRUT / WELD 111 \t' 4 • M4 E, ••E DE NEW COVER EXISTING CABLE PORT 2 DIA. HOLE WITH GROMMET _ P4100 UNISTRUT/ 18 GA. METAL COVER FINISH FLOOR _ (FOR BENCHES N1THOUT AND COVER IN LOCA OF _ ._ AI _ WELD TO STEEL FINISH TO BE �- „ PORT, PROVIDE 2 DIA. HOLE EXISTING HOLE. IF HOLE DOES CHANNEL/ CHANNEL OF POWDER COAT - . , WITH GROMMET & COVER/ NOT EXIST, PROVDE 2" DIA. UNISTRUT TO FACE IN TOWARD CAVITY A' �� APPLIES TO ALL EXISTING LAB ° C" FRAME TABLES HOLE (IMTH GROMMET & COVER) IN LOCATO ATON SHOWN. SLOPE ALE TO DRAIN 1/2 PER FOOT (MIN.) TABLE TOP RETROFIT/ TABLE TOP LAYOUT 15 UTILITY PYLON 16 UTILITY PYLON FRAME (AXONOMETRIC) 17 FLOOR TUB (PROCESSING — D126) 18 EXISTING "C" FRAME TABLES IN LAB 19 NEW "C" FRAME TABLES IN LAB SCALE: 3' = I' -0' SCN£: I = 1' -D' SCALE: I' = I' -O' SCALE: I• = I' -0' SCALE: NONE 4 br c uVm D R EC 291995 Permit Submittal NBBJ Ode 02 - DewPlm R.. SW Me go Nrte 111 South Jackson Street Group °' EEED - - - - - -- - Seattle. z, Washington 96104 ' ,; Health TENANT IMPROVEMENTS 6 A9.4 12061 223 5555 4F'� Cooperative " k'" Fax (206) 621 - 2300 of Puget Sound Riverton Operations Center , - - - - - - . . AAe dDE kb ksaba 40289.03 PHASE III -... -.- -... Lid or., omed w. 12/29/95 • • GENERAL STRUCTURAL NOTES GEOTECHNICAL ANCHORAGE 29. COLD FORMED STEEL FRAMING NOTES - -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS - JOIST (The following applies unless shown otherwise on the plans) ON THE PLANS: CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND { APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS 13. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE 20. EXPANSION BOLTS INTO CONCRETE SHALL BE KWIK BOLT II AND THREADED EXPANSION A, COLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. IF INSERTS INTO CONCRETE SHALL BE SLEEVE ANCHORS AS MANUFACTURED BY HILTI AND GAUGE SHOWN ON THE PLANS. NOTATIONS ON THE DRAWINGS, RELATING I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1994 EDITION). SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER CORP. INSTALLED IN STRICT ACCORDANCE WITH I.C. B.O. REPORT NO. 4627 TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS, REFER TO AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH iH MEMBERS PROVIDED. 2, DESIGN LOADING CRITERIA FOR POSSIBLE FOUNDATION REDESIGN. INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CATALOG NUMBERS OF MEMBERS MANUFACTURED BY ANGELES METAL SYSTEMS. CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH I.C.B.D, REPORTS INDICATING PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED FOR FRAMING 34, PARALLEL STRAND LUMBER (PSL) BOARD SHALL BE MANUFACTURED UNDER A PROCESS ROOF LIVE LOAD • 25 PSF FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18' BELOW ADJACENT EQUIVALENT OR GREATER LOAD CAPACITIES. THESE. PRODUCTS ARE NOT RATED FOR SHOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SIZE, STIFFNESS, AND APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR ROOF LIVE LOAD (PUBLIC ACCESSIBLE). .100 PSF FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW USE IN MASONRY UNITS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION STRENGTH. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE FLOOR LIVE LOAD (OFFICES) 50 PSF COLUMNS OR WALLS ABOVE. BOLT AND INSERT INSTALLATION. ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. ALL NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL STAIR AND CORRIDOR LIVE LOAD 100 PSF COLD- FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.I. PARALLEL STRAND LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH NER -292 PARTITION LOADING 20 PSF BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND 21. DRIVE PINS AND OTHER POWDER - ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE 'SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF 05TH 02559 MARQUEES 60 PSF PROVIDE FOR SUBSURFACE DRAINAGE. (SERIES 1500, 0.14' DIAMETER UNLESS OTHERWISE NOTED) AS MANUFACTURED BY MEMBERS.' WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER, • GUARDRAILS /BALCONY RAILS . .. 50 PLF RAMSET /RED HEAD OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT, MECHANICAL UNITS .WEIGHTS FURNISHED BY MANUFACTURER ALLOWABLE SOIL PRESSURE .. . . . . . . . . . . . . . . 2000 PSF INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. 1639.. MINIMUM B. MATERIAL: Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI (FOR 2.0E MEMBERS) WINO 80 MPH. MANUFACTURER '8' LATERAL EARTH PRESSURE (RESTRAINED /UNRESTRAINED) 60 PCF /35 PCF EMBEDMENT IN CONCRETE SHALL BE 1' UNLESS OTHERWISE NOTED, MAINTAIN AT Fb = 3100 PSI, E = 2100 KSI, Fv = 290 PSI (FOR 2.1E MEMBERS) EARTHQUAKE ZONE 3, Rw =6 LEAST 3' TO NEAREST CONCRETE EDGE, METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS - JOIST 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL 22. EPDXY - GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL HE GROUTED WITH HS -200 CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND DRAWINGS FOR BIDDING SHALL CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS RENOVATION SOLID BOND EPDXY BY ANCHOR -IT FASTENING SYSTEMS, ADHESIVES TECHNOLOGY ASIM A446, GRADE 0 Fy = 50 ksi 12, 14, AND 16 GAUGE APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY CORPORATION. INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. 4398. ASTM A446, GRADE A Fy = 33 ksi IB ANO 20 GAUGE AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE DISCREPANCIES PRIOR TO CONSTRUCTION. 14. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. I.L.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING WHERE NOTED, PAINTED STUDS SHALL CONFORM TO' AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED, 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW ASTM A570, GRADE E Fy = 50 ksi • CUTTING, IF AND . WERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST 35. PREFABRICATED PLYWOOD NEB JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR BE VERIFIED. BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE ALL 8 AND 10 GAGE MATERIAL SHALL CONFORM TO: THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND . EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION MASONRY INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS, 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. ASTM A36 Fy = 36 ksi ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE 23. CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF GRADE N, TYPE I UNITS, BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND WITH THE PLANS. A. ALL NEV OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE CONFORMING TO ASTM C90, LAID IN A RUNNING BONG. MORTAR SHALL BE TYPE 'S' C. WELDING OF LOCO FORMED METAL FRAMING SHALL CONFORM TO AWS 01,3 DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. PER TABLE 21 -A OF THE UBC. GROUT SHALL CONFORM TO UBC REQUIREMENTS AND AND SHALL BE PERFORMED BY WELDERS QUALIFIED TO PRODUCE THE SPECIFIED PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE • 6, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS ANO THE METHODS, B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS, DESIGN F'n = CLASSES OF WELD. OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON, PERMANENT AND TECHNIQUES, SEQUENCES DR PROCEDURES REQUIRED TO PERFORM HIS WORK, THE MEMBERS PRIOR TO CUTTING ANY OPENINGS. 1500 PSI. STRENGTH SHALL BE VERIFIED BY PRISM TESTING IN ACCORDANCE WITH TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, UBC SECTION 2105.3, DR MASONRY UNITS SHALL BE CHOSEN IN ACCORDANCE WITH UBC D. WALL FRAMING' ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SPECIFICATIONS. DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING AUTHORITY AT THE SITE IF POSSIBLE. TABLE 2l -D. FULL STRESSES ARE REQUIRED. SHALL BE 20 MD 400 STUDS @ 16' D.C. AT INTERIOR WALLS AND 20 AVE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, THREADED 600 STUDS AT 16' D.C: AT EXTERIOR WALLS, TWO STUDS NININ M SHALL BE DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE TRUS -JOIST THE STRUCTURAL ENGINEER HAS NO DUTY 70 INSPECT, SUPERVISE, NOTE, CORRECT, BARS INTO THREADED EXPANSION INSERTS IN EXISTING CONCRETE SHALL UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING REINFORCEMENTS PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. CORPORATION. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE TWO 16 RHO 800 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE OTHER ENTITIES DR PERSONS AT THE PROJECT SITE. NOTED ON PLANS, 6' WALLS 44 @ 48' D.C. VERT. (2) D4 @ 48' D.C. HORIZ. OTHERWISE NOTED. SOLID BLOCKING FOR MULTI -STUD OR STEEL COLUMNS JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN 8' WALLS B5 @ 48' D.C. VERT. (2) 45 @ 48' O.C. HORIZ, SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE PROVIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. 7. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT CONTINUOUS FULL WIDTH BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. ENT CONCRETE IN ADDITION, PROVIDE (I) p5 V AT EACH SIDE OF 8' IN HEIGHT. PLYWOOD WEB JOIST PROVIDED, CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. OPENINGS, AT WALL CORNERS AND INTERSECTIONS AND AT FREE ENDS OF MALLS AND (2) 45 ((2)04 @ 6' WALLS) HORIZ. AT ELEVATED FLOOR AND ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE 15. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE ROOF LEVELS, AT TOPS OF WALLS AND ABOVE AND BELOW ALL OPENINGS. ALL BELOW WITH AS SCREWS AT 16' O.C. OR ATTACHED TO CONCRETE WITH 5/32' 36. PLYWOOD SHEATHING SHALL BE GRADE C -0, EXTERIOR GLUE OR STRUCTURAL II, CONDITIONS ARC NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER i0 WITH UBC SECTION 1905 AND AC) ACI DI 301. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAMS. EXTEND DIAMETER DRIVE -PINS @ 16' O.C. UNLESS INDICATED OTHERWISE. EXTERIOR GLUE IN CONFORMANCE WITH U.B.C. STANDARD NO. 23 - 2. ORIENTED DETAILS SHOWN, SIMILAR DETAILS OE CONSTRUCTION SHALL BE USER, SUBJECT TO OF f'c = 2500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 -1/2 SACKS OF REINFORCEMENT AROUND OPENINGS 2' -0' BEYOND FACE OF OPENING. IF 2' - 0' IS INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE WELDED TO EACH OTHER STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5' OR UNAVAILABLE EXTEND AS FAR AS POSSIBLE AND NOOK, PROVIDE CORNER BARS TO LAP IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND SHEAR WALL BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION LESS. HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. SCHEDULE FOR REQUIRED SHEATHING AND STRAP BRACING. WHEN NOT INDEX AND NAILING REQUIREMENTS. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING HMANUFACTURING, DELIVERY, THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED FILL ALL CELLS CONTAINING REINFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS GYPSUM SHEATHING ON EXTERIOR SURFACES SCREWED TO ALL STUDS, TOP AND 37, ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND BELOW GRADE WITH GROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS BOTTOM TRACKS, AND BLOCKING WITH SCREWS AT 12' D.C. PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF THE SUPPLIER. THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONTAINING REINFORCEMENT. ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF ALL BEARING STUDS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK AXIS ETC., AND CONCRETE OR MASONRY. CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE BUCKLING BY CONNECTING EACH FLANGE TO GYPSUM WALLBOARD PER 1991 10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT MATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA STEEL U.B.C. TABLE 25 -6. 38. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE 'STRONG - TIE' AND STRUCTURA ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS, IN ACCORDANCE WITH U.B.C. 1905.3. REVIEW OF NIX SUBMITTALS BY THE BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. H -I. EQUIVALENT ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS 24. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE TRACK SECTIONS SHALL BE UNPUNCHED AND HAVE AT LEAST 1' FLANGES, DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO REINFORCING STEEL GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL LATEST EDITIONS OF THE A.I.S.C, SPECIFICATIONS AND CODES: APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF GLUED LAMINATED MEMBERS RESPONSIBILITY FOR SPECIFIED PERFORMANCE. WALLS WHICH HAVE SHEATHING CONNECTED ON ONE SIDE ONLY SHALL HAVE FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN PLYWOOD WEB JOISTS I. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN. UNSHEATHED FLANGES LATERALLY SUPPORTED IN ACCORDANCE WITH THE ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED DETAILS. CONNECT TWO MEMBERS, PLACE ONE - HALF OF THE NAILS OR BOLTS IN EACH MEMBER. WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM 0260, C494, and C618. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS II. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE TOTAL AIR CONTENT FUR FROST - RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1 'THIS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. TABLE 19-A-1 OF SHE UNIFORM BUILDING CODE. APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR 30. DEFORMED BAR ANCHORS SHALL BE TYPE ORL ANCHORS BY NELSON STUD WELDING UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE CONTRACTOR SHALL REVIEW THEREFORE STAMP DRAWINGS PRIOR 10 REVIEW BY ENGINEER OF THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DIVISION, TRW ASSEMBLIES AND FASTENERS GROUP OR EQUIVALENT, ANCHORS SHALL SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED, ALL RECORD, CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP BE MADE FROM COLD ROLLED, DEFORMED STEEL CONFORMING TO ASTM A -496. JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'U' SERIES JOIST HANGERS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AN ALL DRAWINGS.' SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL 16. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT SI), WOOD 39. WOOD FASTENERS INCLUDE A REPRODUCIBLE AND ONE COPY, REPRODUCIBLE WILL BE MARKED AND GRADE 60, fy = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY ST NOTED ON 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, RETURNED. END DRAWINGS SHALL BE GRADE 40, fy = 40,000 PSI. GRADE 60 REINFORCING BARS 31. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND NARKED IN A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING CONFORMANCE WITH STANDARD GRADING RULES FOR WEST COAST LUMBER NO, SPECIFICATIONS' SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. COMPLYING WITH ASTM A615(SI) MAY BE WELDED ONLY IF MATERIAL PROPERTY 25. STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM I6. FURNISH TO THE HE FOLLOWING MINIMUM STANDARDS: THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. A36, Fy = 36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E OR S, SIZE LENGTH DIAMETER TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY ➢1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A - 185. GRADE B, Fy = 35 NSA, STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE JOISTS' (2 %MEMBERS) : HEM-FIR NO. 2 6d 2' 0.11 3' • INDI LATE NG WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, B, Fy = 46 KSI ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO AVM MINIMUM BASIC DESIGN STRESS, fb = 850 PSI 8d 2 - 1/2' 0.131' DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF fy = 60,000 PSI. A307, IOd 3' 0.148' DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND (3 X AND 4 X MEMBERS): DOUGLAS FIR NO. I 12tl 3 -1/4' 0.148' THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING MINIMUM BASIC DESIGN STRESS, fb = 1000 PSI 16tl 3 0.162' SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND 26. ALL A -325 CONNECTION BOLTS SHALL BE APPROVED SELF LOAD INDICATING TYPES SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED, IT REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN (SUCH AS BETHLEHEM LOAD INDICATOR BOLTS, LeJEUNE TENSION CONTROL BOLTS, BEAMS AND STRINGERS: DOUGLAS FIR NO. I IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT ACCORDANCE WITH ACI 315 -80 AND 318 - 89. LAP ALL CONTINUOUS REINFORCEMENT 45 ETC.) AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S (INCLUDING 6 X AND LARGER) : MINIMUM BASIC DESIGN STRESS, fb = 1350 PSI NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS AND EXTERIOR AND SMALLER 40 BAR DIAMETERS OR 2' -0' MINIMUM, PROVIDE CORNER BARS AT ALL PUBLISHED RECOMMENDATIONS. FOR REVIEW AND APPROVAL. CLADDING SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AND SMALLER 40 BAR POSTS AND TIMBERS DOUGLAS FIR NO. 1 OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO DIAMETERS OR 2' -0' MINIMUM. LAPS OF LARGER BARS S SHALL BE MADE IN MINIMUM BASIC DESIGN STRESS, fc = 1000 PSI B. STAPLES - THE FOLLOWING STAPLES MAY BE SUBSTITUTED FOR NAILING OF CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIL ACCORDANCE WITH ACI 318 - 89, CLASS B. LAP ADJACENT MATS OF WELDED VIRE PLYWOOD (APA RATED SHEATHING): STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND FABRIC A MINIMUM OF 8' AT SIDES AND ENDS, 27. ALL WELDING SHALL BE IN CONFORMANCE WITH A.1 .S.C, AND A.N.S. STANDARDS AND STUDS, PLATES B MI SC. FRAMING: DOUGLAS FIR OR HEN -FIR STANDARD GRADE ALL NECESSARY CONNECTIONS9VGT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR SHALL BE PERFORMED BY W.A.B.0, CERTIFIED WELDERS USING E70 XR ELECTRODES, BOLTED STUDS, LEDGERS AND NAIL SIZE EQUIV, STAPLE MINIMUM LENGTH STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. WELDING OF PLATES : DOUGLAS FIR, OR STANDARD GRADE 6d 16 GA. 1 -3/4' OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS DIRECTION SHALL BE MADE SPECIFICALLY SO DETAILED DR APPROVED BY THE STRUCTURAL ENGINEER. GRADE 60 REINFORCING BARS (If REQUIRED) SHALL BE PERFORMED USING LOW 2 % 6 STUDS AND PLATES DOUGLAS FIR OR HEM FIR NO. 3 /STUD Bd IS GA. 1 - 3/4' AVAILABLE UPON REQUEST. HYDROGEN ELECTRODES, WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) IOU 13 GA. 1 -3/4' SHALL BE PERFORMED USING E70XX ELECTRODES. WELDING WITHIN 4' OF COLD BENDS 32. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND 17. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS' IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL AIM STANDARDS. EACH MEMBER SHALL BEAR AN A,I, T.C. IDENTIFICATION MARK AND IF CONTRACTOR PROPOSES THE USE OF ALTERNATE STAPLES, THEY SHALL 72. INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE SUPERVISED IN REQUIREMENTS OF WELDED BARS. SHALL BE ACCOMPANIED BY AN A. I.T.C. CERTIFICATE OF CONFORMANCE, ALL SIMPLE SUBMIT STAPLE SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO ACCORDANCE WITH SECTION 1701 OF THE UNIFORM BUILDING CODE AND THE PROJECT FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V3, Fb = 2,400 PSI, fv = CONSTRUCTION) FOR REVIEW AND APPROVAL. SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED TO EARTH . . 3' 28. METAL FLOOR DECKING- - PROVIDE SIZE, TYPE, GAUGE, AND ATTACHMENT TO 165 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE SIGN CO FURNISHED WITH COPI ES BY THE ARCHITECT. TECT. OF ALL FORMED SURFACES EXPOSED TO EARTH OR WEATHER (q6 BARS OR LARGER) . 2' THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS, ALTERNATES MUST BE Fb = 2400 PSI, Fv = 165 PSI. CAMBER ALL GLULAM BEAMS TO 2,000' RADIUS, C. NAILS AND STAPLES - PLYWOOD (APA RATED SHEATHING) FASTENERS TO INSPECTION AND TEST RESULTS. (BS BARS OR SMALLER) I-1/2' CONNECTED ACCORDING TO PUBLISHED I,C.A,U, CRITERIA FOR DIAPHRAGM SHEARS UNLESS SHOWN OTHERWISE ON THE PLANS, FRAMING SHALL BE DRIVEN FLUSH 70 FACE OF SHEATHING WITH NO SLABS AND WALLS (INT. FACE). . .GREATER OF BAR DIAMETER PLUS 1 /8' OR 3/4' SHOWN. PROVIDE SHORING WHERE REQUIRED PER MANUFACTURER'S PUBLISHED COUNTERSINKING PERMITTED. CONCRETE CONSTRUCTION CRITERIA. ALL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK 33. LAMINATED VENEER LUMBER (LVL) SHALL BE MANUFACTURED UNDER A PROCESS MASONRY CONSTRUCTION 18. CONCRETE WALL REINFORCING -- PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: INSTITUTE. APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR 40. WOOD FRAMING NOTES - -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE PLANS: AND HIGH- STRENGTH FIELD BOLTING) 6' WALLS 44 @ 17 HORIZ, N4 @ 18 VERTICAL I CURTAIN NATIONAL RESEARCH BOARD NUMBER, AND THE DUALITY CONTROL AGENCY. ALL METAL DECK INSTALLATION (INCLUDING FIELD WELDING) 8' WALLS B5 @ ID HORIZ. k4 @ 18 VERTICAL I CURTAIN LAMINATED VENEER LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH NER -I26 A. ALL 4000 FRAMING DETAILS NIT SHOWN OTHERWISE SHALL BE EXPANSION ION BOLTS AND INSTALLATION (INCLUDING EXPANSION F FIELD INSERTS ID' WALLS k4 @ 18 HORIZ. 43 @ 18 VERTICAL 2 CURTAINS USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. EPDXY GROUTED INSTALLATIONS REQUIREMENTS OF ASTM Y2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MINIMUM NAILING, UNLESS OTHERWISE PRIED, SHALL COIF RM TO TABLE 23 - I - 0 MEMBER. OF THE UNIFORM BUILDING CODE, UNLESS NOTED OTHERWISE, ALL NAILS 19. NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED Fb = 2600 PSI, E = 1800 KSI, Fv = 285 PSI (FOR 18E MEMBERS) WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER RECOMMENDATIONS, GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON Fb = 2925 PSI, E = 2000 KSI, Fv = 285 PSI (FOR I 3/4' WIDE 2.0E MEMBERS) THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. WHICH IT IS PLACED (2500 PSI MINIMUM). Fb = 2485 PSI, E = 2000 KSI, FA = 285 PSI (FOR 3 1 /2' WIDE 2.0E MEMBERS) INSTALLATION OF LAG BOLTS SHALL CONFORM TO UBC CHAPTER 23, DIV. III SECTION 2337.1.2. bg5 ----1)"-U,11....0 . crry DEC ERM C • NBBJ DMA By 0614. 951„ Id, 9.d Airtor South Jackson Street Group � D. s __ GENERAL NOTES Swenson Say Faget Se Heap 111 So tHealth attle. Washington 98104 A structure ewe"«2O" Co.,P..WPO f 4, (206) 223 -5555 II Cooperative o �� - Sale "" 1925 Post Fax 12061 621 - 2300 :v'O 'tTi /d -189 -- of Puget Sound Riverton Operations Center roxnL How Tom. oµ a. SAY ,e Wig.. 95(27-0) PHASE III Z' - 0 ) 6 (7 6 A 62 dos DKrn Lamm ,e - RICHARDS Coda DAN a. SAY oak ,2/75/9, • • , I 6 • ,, . , v _...'7 r �J L_ ; O4 FOUN DA7108 DS PLAN UNIT. NOL I. HOU KEEPING PADS i0 DE LOCATED MECHANICAL BELOW MECHANICAL UNITS. PROVIDE 6' MIN. BEYOND. EN OF UNIT LOCATIONS PER MECHANICAL ENGINEER. L'O'''' 2. DIMENSIONS OF NEW CONSTRUCTION SHOULD BE VERIFIED w/ ARCHITECTURAL At OF TS COL I: OF TS COL. A Etio MECHANICAL DRAWINGS. J _ 3. SEE SHEET S3.1 FOR TYPICAL FOUNDATION DETAILS. i �I 4. SEE 20/S3.1 FOR TRENCH DETAIL THROUGH EXISTING SLAB. VERIFY TRENCH // 3 '- 0 "x3'- 0 "x1' -O" K ` F LOCATIONS w/ MECHANICAL. ELECTRICAL AND ARCHITECTURAL DRAWINGS. i / FOOTING w/ (3) R4 . I i / EA WAY NOT. i 5. SEE 12/03.1 AND 15/04.1 FOR H -BRACE DETAILS. VA TYP. (4) PLACES 02" 9 \°. OF I I. 16/53.1 � . 17/53.1 EL , ' A _'x( V.+ \ j.. A EA 4_, 4_4 " „,..„,,,._..<71, _, -' � rLx . re f > >. ._ .. i . 6 , A C2( 2.l 8/53.1 V P ROD ° X -BRACE I }`'t REFER 12/53.1 ° - OF i5 COL t 1 6/53.1 +\F Pl 1..... -. ° Q -4" THICK HOUSEKEEPING �`' `- PADS OVER EXIST. SLAB. . REINF. w /b3 016 "oc EA WAY CENTERED COORDINATE LOCATION OF PAD WITH MECHANICAL ENGINEER. _ — — _ � A E _�\ • L- -- . - _� L J 1 _ ._J L _J L L_ _� L_ 6F�A A�V.JI ■ w I I " FOUNDATION PLAN • PHARMACY _ LEGEND \,./ SCALE: 1/8' = 1'.0' 7AAA. ABRUPT CHANCE IN SLAB /FRAMING ELEVATION. 5 „ D A KEY PLAN ......., D EC 2 91995 PERMIT CENTER Shoe N B B J um* AN By Sopim d DM* .e ram 9en Nrbe p� ,-=', J• s FOUNDATION PLAN Swenson Say Faget 111 South Jackson Street Gyp o u e y 1 — e ` ;- �I PHARMACY a S Seattle. Washington 98104 A aft-Ileum] e= naee.m. Como... 1 1 • Health ,� / : `� 1206) 223 -5555 A> Cooperative • god- ' ,,i.,..,5 0.5 b 1/C. —A aay.s�ma wn mm ]U 'T AHOE Fos (206) 621 -2300 p�k I H3d2¢Gx (2061 M3.48 Noon y Nn ee� DAN J. SAY kb bm. 950]}03 of P uget Sound Riverton Operations Center PHASE III EEZII: jt — — - -- °+W■° b •'°r MOON Dro"" •e RICHARDS adze oµ J. SAP DMA 12/29195 \ - J 0 Jr; O E F o o Fh / FtiV' ` F` L + F 1� o r �� FG r ,� 4 �. �� 41G - - `, ESV - - �� F16 f — - `" 6 L L_ L_ __J FOUNDATION PLAN NOTES I. HOUSE KEEPING PADS TO BE LOCATED BELOW MECHANICAL UNITS. PROVIDE 6" MIN. BEYOND. ENDS OF UNIT. MECHANICAL UNIT LOCATIONS PER I' MECHANICAL ENGINEER. 13/S3.1 2. DIMENSIONS OF NEW CONSTRUCTION SHOULD BE VERIFIED w/ ARCHITECTURAL & MECHANICAL DRAWINGS. 3. SEE SHEET 03.1 FOR TYPICAL FOUNDATION DETAILS. L --- -y A 4. SEE 20/53.1 FOR TRENCH DETAIL THROUGH EXISTING SLAB. VERIFY TRENCH ! - L s LOCATIONS w/ MECHANICAL, ELECTRICAL AND ARCHITECTURAL DRAWINGS ` . 4' HOUSEKEEPING PAD 11/S3.1 OVER EXIST. SLAB 1� s REINF. w / #3's a T6"oc < , E S \,' ". EA. WAY. CENTER'D a c:,\-. P 0 , j. 1 — CONE. P4 1 1 1 / 2''''''''''/'' �rjZ r r I� -- PROVIDE COLUMNS - j _ i'' AS SHOWN FOR I `— I - -' i� NEW HEADERS • /� SEE 52.5 II % 1 : 63, . . • 1 i 6 rj- - - -- _ _ a n. aE� t 1 ABOVE 1 0"' NEW OPENING —�, ABOVE PRECAST PANEL IN EXISTING r= - }`o r I SEECi LOCATION ~' I , q i _ .. 7 L i _ _, F: S ? ( 7)--- : ................, CEr;C. r : c.s FOUNDATION PLAN . WAREHOUSE 0 q 5 SCALE: 1/S• = 1'.0' ` -1 r eE`E KEY PLAN !' DEC 2 91995 NBBJ ha A �ww 9w„ O, BMW CM. 9Mr� Group t. Swenson Say Fagot y P J S ' ( FOUNDATION HSE 111 South Jackson Street PLAN Seattle. Washington 98104 . Structural Saa«.res Comm ` � Cooperative He . t` / I 1' . . /� a (2061 223 -5555 . o40 �n1.,a,�101,00.1 r. L i Fax 12081 621 -2300 �40- 0a rreu,4mw an rr of Puget Sound Riverton 0 erations Cente fwxwL WI' kJ= 1/13 -� -0 P _- Pope byes, DAN J. SAY kb WrEa, 9503}03 PHASE III Dw iw+ M+oe DUN Dram s marr9s aeiwn DAN 3. SAY Da. 12/29/9S L, I, �J i:7) KJ �) (' ") 0 0 ® 0 O ® 1 • , -, $ - l a 10/54.1' •• 10/04.1' .. O 2nd FLOOR PLAN NOTES S OF ICAL NEW DRA CONS WINGS. TRUCTION SHOULD BE VERIFIED BY ARCHITECTURAL AN EN ME HAN yy - 1. D 2. SEE 54.1 FOR S1EEL N WOOD FRAME DETAILS. - .. DECK 4 TOPPING PER 12/S4.1 �1 20/54.1' . 0/54.1 . wm �- �� A. .: _J_____ ____H_ : - .. - .. WTOA9 — W12x26 MI 1/S4.1 1 71 1 y.9 f m -4 -- xVW2x26 1 _ w.10 7YP. U.0 N. M1 x, •'•. WI019 25 ir, ° . _. � - __._ n CL 3/802 - - 6 20/S4.1 m I • -Q- .. - -.._._ .. ._ .. o. .__ .. i s .__- -..,-- .7,. I T ..,_ , ,___ „,,s ..., .: „ , ,.,. ,, , :_,. ,D__ ..._, ,..„ ::: ::: .,,,, _._ ,, „,::: 0 10/54.1 ^_, ( , '' 2ND FLOOR FRAMING - PHARMACY *:• : : : : : SCALE: 1/8• = UV bil KEY PLAN DEC 9 HA // 1995 L/ NBBJ Saba Dole By - Mop. dRoam 3matrb tote r � ! 1 S SECONIZ-EL_QOR FRAMING Ill South Jackson Street Swenson Say Fag ®t Group ' ` PHARMACY a Seattle Washington 98104 A structural eoa.eens Corporation s ealth 4,u' •, 12061 223 5555 rex � , s,vae.waaao: Cooperative �,� P. Fax 12061 621 -2300 8 0061 w= ea rx 4081..4870 of Puget Sound Riverton Operations Center '''s/0Na, 12.4/ 5 Ggen Ego. DAN J SAY m 0,.n 9101.00 • • PHASE III L� _ — D°`Y°H by M)E W 40i Gam A RICH.WDS O.dad DAN J. 1AY We 10/19/91 ,--- 0 0 0 0 ,,, ,,,..\@'',,,, <,,,, , ,•,„_ 6,•,. ,3) _ _ __• _____________ .. • _ _ R 4.'• R , c, ,,,- 2nd FLOOR PLAN NOTES . . I. DIMENSIONS OF NEW CONSTRUCTION SHOULD BE VERIFIED BY ARCHITECTURAL I 1 ss ANY MECHANICAL DRAWINGS. 2 SEE S41 FOR STEEL & WOOD FRAME DETAILS. i •E ' .,- , Li_ L_ h u ' x r, ,Sx I ,+" I 11 , 1 . • ".- r i, , , 1 I 11 1 ___-- ------ I I 1 1 11_ 4 . T1 _1 L _I h 1 ":- 1 ___ , (_5) ,.._.. NEW METAL -- , -- SHORE EXIST. JOISTS ARCING ,-,---- AS REQUIRED TO INSTALL NEW HEADERS , K I -,, , _ _ J 1 0 I PSL 3/2x11 /a 01A 8 . xr --- . , = _L ___L _I ___L_ h _ :....,„,... ( 7 1 ((3\,,- 10;54 1 ) `,..' ',''' R.,''' Eml. 2ND FLOOR FRAMING PLAN . WAREHOUSE KEY PLAN bq ., ..., SCALE Ix . p.o. DEC 2 9 1995 PERIM' CENTER NM 1'l _ Ode ex C.,. of ... Ma t .el NJ. e. AA ou ,,,t 3 . A sEcoND WAREHOUSE FLOOR FRAMING 18 p ,o, , , , South Jackson Street Swenson Say Fagot u IF Seattle Wastungton 98104 A Structural Engineering Corporation Heal .II, I A (206) 223-5555 .41 C oopei j a tive / - 0 r s 2 . 5 1.p........,... ,,,„., ,. Fax 12061 621-2300 8, (20014 620 Fx HOW . 4870 of Puget Sound Riverton Operations Center ote, 0 Propd Svg. DAN 1 SAY kb 14.04, 95033-03 De.c1 by . 01. Or.. JB BOARDS avast Mr J SAY 0. 12/49/ PHASE 01 I t , i 1 I lia o w w w / .1' o s4 I 13 Q w 10/S4.1 ) I0/S4.I I i:. 3 4 " oLYUYDOD ■ ''.. J 10/541 .1 I —_ I 1 L . . . . _ . i_ :: . J, u- c 8 ___ „, ,,, ,,,,, c4 C. . 1 UN O. R \ ) ru a __-- - -____ fll __ 11 11 11 11 1- r _ 1 f I / j i /% , ir,--1 1 1 1 SECOND FLOOR FRAMING PLAN . LAB 2nd FLOOR PLAN NOTES o :° SCALE: I /S' - P.O. I. DIMENSIONS OF NEW CONSTRUCTION SHOULD BE VERIFIED BY ARCHITECTURAL 'y. •'•'•�O'• ° ' • ° AND MECHANICAL DRAWINGS. vyq5......0qatr,„ 2 SEE SR FOR STEEL N WOOD FRAME DETAILS, A OE `tea KEY PLAN DEC 1v�r/n NBBJ N.2. De. Ay Dwyo.dl.4v.. - Welr* Ant 14.3. P et J • A9F SECOND FLOOR FRAMING 111 South Jackson Street Swenson Say Fag ®t Group O q f LAB H q �' Seattle. Washington 98104 63, �ay'r,. — 12061 223 -5555 ,,.,� Y , q � n , Cooperative t„.. 'f' / sme „e r_o S2.6 Fax (2061 621 -2300 5005014.1520 4'00 a. 70 of Puget Sound Riverton Operations Center ' rroWAE .' ln?A' 4 s' Dq.n 6y... DAN J. SAY be NA.. 95o53-01 PHASE III 12::: D.g.a w JOE DIXON Dram .e ROADS O.a.a DR, A SAY D. 10/29/01 d I (4j (I_ � M 1 (,- O 0 0 S 2 I _ _ _ _ _ _ , L, 1 - ---- .. . : : .. . I ROOF PLAN NOTES I 1. DIMENSIONS OF NEW CONSTRUCTION SHOULD BE VERIFIED BY ARCHITECT AND MECHANICAL ENGINEER. 1 F4 SO 9 2. SEE 54.1 FOR STEEL & W000 FRAME DETAILS. ■ I RELIEF FAN BELOW. Ex. 2,4 B 24 "or, BPI;'N SUSPENDED FROM 4x1 11P. i ROOF PER 19/04.1 5S GLT 5 HANGER GL 51/8115 (19/54.1 - -_— — — - - - EA. END ; — _ GL 5 ❑ ' 1 4/54. A �— NU5.125/I6 t. 13/54.1 , IJ C m EA. END. FILL I GL 5 ALL NAIL HOLES _ c — f t._ 3'/9r2a CIE T I — — _ _ GL 5t /ex15 .x V - '' GLT 5 HANGER ` I .. ._ EA END E.. a - TI4 Si + L 31/ex Y� _ C 15 1 - 4x6 / ' — 6 T __. _— HU48 EA GL 3 _ HU212 -2 EA. AND ROOF FRAMING • PHARMACY SCALE 1/8" a P•O" 0 KEY PLAN DEC y:, q5 AAP. ()g 2 9 PERMIT CM. , N BBJ p — �. dW Sleet rat Roo Wier Group 9P 4 t • S9 ROOF FRAMING PLAN 53 111 South Jackson Street Swenson Say Faget '' 7 N ' f � PHARMACY Seattle. Washington 98104 A structural eCorporation roorrroa Corporation �� Health 1 �� , :/7 /J a 12061223 -5555 P„ saa:oo. w, DDa, I Cooperative . � sw, ve• t• -D• FOR 12061 621 -2300 1 `�ZA F" ^°,°� of Puget Sound Riverton Operations Center '' /aNw< / S 41,: Rpm DAN 1. SPA 14 aa 9500-03 9500-03 PHASE III ■ o ,a 5 11 ax Dawn RICHARDS auata OM a. SAY CO, 12/29/95 <� O �.°> O 0 0 O ROOF PLAN NOTES 3 I. DIMENSIONS OF NEW CONSTRUCTION SHOULD BE VERIFIED BY ARCHITECT AND MECHANICAL ENGINEER. Z SEE 54.1 FOR STEEL & WOOD FRAME DETAILS. ci I W v 4 19/S4.1 y, / HU5.125 /I6 EA. END GLT 5 HAN(ER / FILL ALL NAIL HOLES EA END 5/54.1 GL 5 // �� GL 5 = /./ E--- ��, 13/54.1 _. L: GLT 5 HAN(ER - u� c CL 5 E0. END GL 5 /8x15 V HU48 EA. END NU2i2 -2 - EA END A GL 31/815 HU5.725/12 ES. END ) 'HI FILL ALL NAIL HOLES - R. 4/1 c DL 31/8x15 �I//�\ a RELIEF FAA @E 8'- 0 "oc,TYP.' U46 SUSPENDED EA END FROM ROOF (4/ p .. — o - - ED 4,.14 EX 404 ti A B' 0 "oc, ∎YN. I v 24 B'v - TAP. - I • ( S ' - -- - --1 -- — — -- -- - - ..— - o - .. - .. I o- e I 1 A l i .x - a f► R OOF FRAMING PLAN - WAREHOUSE v.:-,q5.......D4a(7 KEY PLAN ,, `J : .TAMS. 99 NN✓ DEC 2 9 19 EC E NBBJ Nrbor De k D.epxnof Roman 9. filo 9Mrv,ter r r I I 0 s. ,0 ROOF FRAMING_ -PLAN Ill South Jackson Street Swenson Se Fagot ' � u eth f✓ � •'• Q E! ' 1 WARE HOUSE /y 8 8104 A structural Y Seattle. Washington Health �J J i O 9 Engineering co.cox.H� • � t �� 6e (2061223 -5555 " Cooperative o . � 9 ' 6aa an3DEn ° A i:< .:470 ',r / Fax (206) 621 - 2300 of Puget Sound Riverton Operations Center TDxwe�' 1J'J8'�5 n,,mi r,,... oµ D. SAY „e Nrober. 95033-00 PHASE III WIPES em/ 0 - - D*e:d by JOE WON Om. a MCIMN0S (faded DAN 4 SAY oa. 10/29/95 i i 3 /4"--)1 1 -0" 1 3 /4 " =.1 '- 0 " 2 4 " =1' -0 3 • 3/4".1 6 3 /4".1'-o" 7 3 /4 " =1 -O" 8 7 • T.O. 4" MIN. TYP. P.C. PANEL REMOVE EXIST. 4 -;- , SLAB TO -- NEW HOUSEKEEPING REMOVE EXIST. _F - -- 1 � PAD PER PLAN '4,..., SLAB TO INSTALL X TSP - INSTALL NEW ., NEW GLULAM' 1 VIBRATION ISOLATION TWA A36 - ' I/ r BM. PAD BY OTHERS . ROD BRACING l iii Y 3 /161/ w/N0. 3 CLEVIS (4)3 GRADE BEAM /4 "o A.B. EXIST. SLAB S / ; 6 "' .li / — ( EXIST. SLAB E CONC. WALL - w B �6 I 7 B B , /s 6" x I' -6" C r : _ T.O. , � 4 >� ��� �`Iq/�� S ��� � / tom '� t c1 4 / � " OPENING CORE DRILL CORNERS Aj` "` 4 w /I "o TO AVOID OVERCUTTING 5 6" S FOR CALLWTS IN 9 . „1 /i TYP.. (245 CONT. 1 1, 1 TOP & NOT. �.5 "I 6 S'I IN COMMON SEE 17/$3.1 44 ff 77 _ SAWa1T NEW OPENING 3 / 4 " =1' -0" 11 3 /4 " =1' -0” 12 3 /4" =1' -o, 13 11/2" =1' -0" 14 3 / 4 " =1' -0" 15 REMOVE EXIST. SLAB DONELS 7 a I' -6" 9 I' -6' D.c. . i- STEEL STUD WALL w/ -'- - --s PLYWOOD SHEATHING TO INSTALL NEW FTC. / EMBED /' IN EPDXY GROUT NEW HOEPING I /2" PLYWOOD I � SAWLUT 2" !VIN. DEPTH POE PER PLAN USEKE SHEATHING STEEL STUD I i _ SHEARWALI / 1 I / VIBRATION ISOLATION TS PER PLAN /2 "x6 "xl2" BRO. Qom— PER 17/54.1 EXIST. SLAB „ x WI.4 646 W.W.M. EXIST. SLAB S PAD BY OTHERS . w /(2) 1/2 x 10” A.B. / C1R'O. G4 �� I ` /i6 EXIST. SLAB BASE CONN. , f 3' BLOCKOUi 1 EXIST. SLAB \ \ PER 18/54.1 •— ' ys" LEVELING GROUT +r `/ % iI ` r M.; p(. )74^` ° ' ' ( 4 '& f��i+ ._ 2s . Is • s i /i /i'# i'� "WC 4" SLAB -ON -GRADE - i '�/' `O` `- - 5 30 EXP. BOLTS OVER 6 MIL VAPOR FOOTING PER PLAN - -- ®72 "ac BARRIER OVER 6" BACNFILL ANY -' ' CLEAN FREE -DRAINING TRENCHES WITH • COMPACTED FILL CLEAN FREE - DRAINING FILL cm or Yuxwiw 3 / ;' = 1._0 16 3/4 „ =1' -0” 17 3/4 ,. =1 ,_ 0 „ 1 5 „ DEC 2 919 5 4 =1 - 0 " 20 r — o' 19 — - - -- - - - - -- NBBJ Hr. Dure By Basal,. APeron San Ike 9euANb 111 South Jackson Street rt vii g tAA B' S 9f . / S�4NCRETE DETAILS Swenson Say Fagot ♦ , / Seattle. Washington 98104 A Bantam. amm�eemu ca aow •"e Hea th � � 't ; , 1206) 223 -5555 Cooperatwe a so ,. (2061 621 -2300 Waelea3e z' :vmwei RDA 4 11')8' of Puget Sound Riverton Operations Center f Prowl fr9wy, DAN ,. SAY w wmn 9w33-03 PHASE III I conwseAs/ 9 4 1 0.0:06. 0 4020 Down .e ROM Oftied Dµ J. SAY We $2/29/95 • I I FOR GALLOUTS / JOINT PER ARCH'L • Q J IN COMMON CONN. PER 4� • SEE 2/S4.1 i / DECK & TOPPING SOLID BIl(G. I" 18/S4.1 -�\ BT PER PLAN WN. JOISTS. MIN. p l GLUE UNDERSIDE " -" F- ER ROOF JOISTS & SHEATHING OF EX. SHEATHING ��� E%. JOISTS 8d 0 Coo w / I6d 06'oc TOENAILS / 8d 0 Coo & SHEATHING 1 PER PLAN - s CONT. x4 2x4 PER PLAN �- 12 CA TRACK 2� ��1. - _.... -- - ELK'S. --� .. .__ __ . Y BEAM PER PLAN J -Se �a U�� 1 j _ 16d e 6 oc �� U ' I ,� TOENAILS 16d ®6 "9c� EXIST. --- TOENAILS JOISTS E% JOISTS BRACED BEAM AND /// PER PL.W j BRACED FRAME BEAM PER J 12 GAL 12 I S E15/S14.1 PLAN HANGER EX. 4x14 WHERE BEAM PER PLAN BEAM PER PLAN • OCCURS, SHORE & SHAFT WALL EXIST. GL BEAM w/HKI4 • I HANGER PER AACH'L. • SHAFT WALL PER ARCH'L SEE 17 /S4.I FOR SHEATHING 3 /4".1 . -C 1 3 /4"4-0" 2 3/4".1'-o" 3 3 /4 "'1' -0" 4 FACE OF SUPPORTING EXIST. SHAFT \ MEMBER WALLS i0 \\ 3 M "� AX BEAM BOTH SIDES h, PER SCHEDULE REMAIN k SIZE PER - (2)T /i O BOLTS 444---(4) BOLTS WHERE INDICATED • 9/54.1 r SCHEDULE U 28 HANGERS ® BEAM GAGE ®BEAM GAG{ EXIST. 9/54.1 EACH END '1 _ _ _ _ _ _ _ _ w/TOPPINC P -- - I n BEAM SIZE � B EAM sI E SHEAR PLATE SCHEDULE 3 °oc PER PLAN PER PLAN 'w ®,r ®o I lill ' u .= 0 1 3 ,/2 . 0. , '- 1 _ J • • N0. OF BOLT. PLATE BEAM SI BOLTS SIZE THICKNESS WELD SIZE CAPACITY • '- - BEARING PLATE 1/2" SHEAR PLATE SIZE WB, ASS 2 3 I 5 2x8'6 0T6'• AND BOLTS PER BEAM SIZE BOLTS PER SCHEDULE . CHEDULED /1 0 /a" /16 6k c \ ' lS COLUMN 3/16 V 9/54.1 / �� \ SC SCREW TO NEW PLYWOOD 8 aHTG SCHEDULE 9/54.1 PER PLAN 9 54.1 Wit 3 /a "g 1 i 3 /1 6' i6k \` PER PLAN - STD. RWND HOLES - EXIST. OPEN /p8 SCREWS 0 I2 "°c r EXIST. OPEN RUB JOIST IN PLATE W14 3 3 /.0 1 /t' 3 /16" IBk \\ NEW WEB JOIST u 1 / 1x18' L LEDGER WI6 4 3 /q "g V4' } /I6" 26k ATTACH TO TOP & BM. TYPICAL SINGLE SHEAR TYPICAL BEAM TO BEAM CONNECTION • BOLT TYPE = A325N EXIST. SHAFT i� OF EXIST. OPEN KO �.� EXIST. SHAFT WHERE BEAM STOPS WHERE BEAM CONTINUOUS PLATE CONNECTION B MATERIAL = ASK WALLS TO BE JOIST w/p8 WOOD WALLS TO BE REMOVED SCREWS M6'oc REMOVED 3/4".1'-0" 6 3 /4 =I -0" 7 3 "= -0 8 3 3 • 6x6 WI.4s111.4 WARM I. MAXIMUM DECK SPAN = 7' -6 c. TO c. UNLESS SHORED AT MIOSPAN.. OAP TOP FLANGE OF HANGER INTO EXISTING FOR CALLOUiS 2. PROVIDE (4) Sc' DIAMETER EFFECTIVE PUDDLE WELDS PER SHEET TO ALL GL BEAM TO SEAT HANGER I. IN COMMON + y ? J �� SUPPORTS PERPENDICULAR TO DEN FLUTES. EXIST. PLYWOOD SEE 12/S3.1 E%. 20 0 24 "oc SHEATING A34 ERAS CLIP \ _1, 1420_: 4 ` 3. PROVIDE 1 /z DIAMETER PUDDLE WELDS AT 24 ° ac WHERE DECK ORIENTATION EACH END OF \ - M CHANGES AND OTHER SUPPORTS PARALLEL TO DECK FLUTES. EX. 2x4W EXIST. 244'6 a. CONNECT DECK SEAMS WITH BUTTON PUNCHES 0 36" Ac. , NEW Ws FLAT 016'ac TYPE = ASC PACIFIC 2W, G60 COATING W/ rj i2 l i i,.'m EXIST. SHEATHING / BETWEEN EXIST 2x4 FOLLOWING MIN. PROPERTIES 5. DECK TYPE MUST Y MEET CRITERIA LISTED ABOVE INCLUDING I.C.B.O. w /A34 FRM CLIP PROVIDE TURNBUCKLES RESEARCH REPORT ALLOWABLE SHEAR LOADS. SUBMIT DECK INFORMATION 'F. IC NEW 244 BLKG / EA. SIDE OF BEAM -- -- - - - - -- - - - AS REO'O. FOR ALLOWABLE EA, SID PANEL WIDTH = 36' TO ENGINEER PRIOR TO BEGINNING SHOP DRAWLNGS. ■ CONT. OVER ,/ TIGHTENING RODS _ BEAM SEE 4/54.1 SHIM SOLID -- -- � / EA. END OF BEAM EXIST 4x14 NEW IL PER PLAN � , ''- CONN. PER 6/54.1 WHERE OCCURS J _ a '� z ,� a 20 GA. - � EX. GL 1 = 0.465 4 'Ei GLT 5 HANGER HUC 212 -2 , A1� COL, PER PLAN S = 0.397 in SLOPED TOP FLANGE E%. 2x4'8 � , HANGER Le . Fy = AM MIN. AS REQUIRED. USE 024 oc DEEP HANGER i0 I ACCOUNT FOR DROP IN CCO 5 r '- 7 BEAM BELOW 2zds. POST CAP / - , HANGER TO REFE3/4"=1'-0" 70 12 3/4 =1 _0° 13 d// l 4 g° POS CAP MECH. FOR LOCATION 3 /4 ° =1 - 0 15 1/4 V NEW GL - OF MECH. - - PER PLAN UNIT STUD AGAINST RCH WEBS SHALL BEAR SS GL PER PLAN / TO NE BEAR 3" MIN. E /D ARCH' ON SHAFT WALL -� EXIST. GL A/ 34/2 6/2" x 1 ANGLE w/ PER :CH 6. 1. scREws �� EA EI SAME CAGE AS STUD - LENCTH = STUD WIDTH 1S4x4x5/I6 BLOCSOLID --\ JOU1T ER L LESS 1" it 2 CDX PLYWOOD w �- METAL STUDS N wi i, /-- : DECK & TOPPING 1/ / I8 HDS400 0 16 "oc STUD PER PLAN -4/ ®6'oc \ PER PLAN N0. 6 SCREWS e 4'oc OR DETAILS -� AT ALL PANEL EDGES. V BLOCK ALL C C.P. % PROVIDE N0. 6 SCREWS \ '� TRACK SAME GAGE A% / UNSUPPORTED 17/ INTER TO ALL \ EDGES STUD w/ M WIDE � I 6 BEAM PER F = T.... ' i INTERMEDIATE STUDS. STANCES, MIN. - -�I SHEATHING MAY BE )w PLAN // '! 2 -12 g j INSTALLED ALONG •1 ❑� 12 GA.-A� INSIDE FACE OF TRACK i l WALL WHERE a NECESSARY. G4414 PER ARCH'L' HOOT DRIVE PINS 'TT-- � USE N0. B WS - -- WR1NE aF TNR EACH ANGLE INTO CONC. TO 6E (3) ACH ANGLE SCRE D" F D OR STEEL. (2)5/32'0 Ai N'000 CONDITION I \ I. f I USE (2)NO. 8 SCREWS. 2 -12 GA WI6 BEY0.N SHEAR WALL PER 17/54.1 cm " oF ° rmvm i n 0 BUT. PER j DEC 2 9 1995 3 /4 l - 0 " 16 3 /4" =1'_0" 17 3"=r -o" 18 3 /4 " =)'_o" 19 IB /54.1 wMRM 3 /4 " =T - o ° 20 N B B J - Rm. Rem D.apen d R. 9w,r Me gee Yaw Ill South Jackson Street Gro q 0 3' S4 ROOF FRAMING DETAILS , _ d L 7AL)::.14')Iik.' Seattle. Washington 981 04 Swenson Sa w Stn... .. e• Faget N•ee.+•. c•moxwuw• p H eai In i 1206)223 -5555 4r7 COOperative a ¢' sm. 4, • 2 Fx wA 98101 W Fax 12061 627 -2300 e,WDUle3�2�xM961g1646ro of Puget Sound Riverton Operations Center � ' ag9S RRM 6y.•. DM a. SAY lob NWA .. 0393303 PHASE III I D.us .mf 19- I DX'ewd by JOE MMON DUX °e p Clocked ..d DAN I. SAY Dm 12/29/SS