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Permit D2000-267 - GROUP HEALTH COOPERATIVE - TENANT IMPROVEMENT
GROUP HEALTH COOPERATIVE 72401 E MARGINAL wys D2000 -267 Occupancy: OFFICE OccuPen'dy Group : B/F CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD. SUITE 100 TUKWILA. WASHINGTON 93138 THIS CERTIFICATE ISSUED PURSUANT TO THE REQUIREMENTS . . UNIFORM BUILDING CODE CERTIFYING THAT AT THE TIME OF WAS IN COMPLIANCE WITH THE VARIOUS ORDINANCES OF THE CONSTRUCTION OR USE. FOR THE FOLLOWING: OccuParit: : GROUP HEAL COOPERATIVE PO Idiria Address : 12401 EAST MARGINAL ,WY S • ,. . , Parcel #: 734560-0490 Owner: , GROUP HEALTH COOPERATIVE 22682 pvILuI OFFICIAL TENANT IMPROVEMENT TO EXISTING , BUILDING SHELL AND TENANT IMPROVEMENT INCLUDES . BOTH FLOORS . OF SECTION 109 OF THE ISSUANCE THIS STRUCTURE CI TY REGULATING BUILDING Perm 1 t No: D2600-267 Suite No • Occtiparlt, Load: 674 Tvoe of Con V-N 1; / DATE THIS CERTIFIC.ATE.. BE CONSPICUOUSLY POSTED ON THE PREMISES City of Tukwila m ' ` (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK Signature: Print Name: 734560 -0490 12401 EAST MARGINAL WY BUILDING 'A' AOFF DEVPERM MIC /L V -N 001 North: 125 DEVELOPMENT PERMIT This permit shall become null and void 180 days from the date of issuance, or for a period of 130 days from the last Permit No: Status: Issued. Expires: 02000 -267 ISSUED 11/07/2000 05/06/2001 Occupancy: OFFICE UBC: 1997 Fire Protection: SPRINKLERS /AFA .0 South: .0 East: .0 West: .0 Sewer: VAL VUE Slopes: Y Streams: Contractor License No: SELLEC. *372ND OCCUPANT GROUP HEALTH COOPERATIVE Phone: 12401 EAST MARGINAL WY S, TUKWILA WA 98188 OWNER GROUP HEALTH COOPERATIVE Phone: (206)448 -4699 JIM DOUMA PROPERTY MGMT, 521 WALL ST, SEATTLE WA 98121 CONTACT ALEX CLARK Phone: 206 -682 -5000 1904,;3 AV, SUITE 500, SEATTLE WA 98108 CONTRACTOR SELLEN CONSTR CO INC Phone: 206- 682 -7770 PO BOX 9 SEATTLE, WA 98109 * * k****** * *** * *•k *** *k* *k *k * ** * * * **** k kkk *k * * *k k*** k* ** k: k k** ***:kk'kk* *•kk•k•k•kk•k:k:k k* **k Permit Description TENANT IMPROVEMENT TO EXISTING BUILDING SHELL AND CORE. `•' TENANT IMPROVEMENT INCLUDES BOTH FLOORS. kkk * * *k*k*k* ** **k*•k: ** *kk•k* loft: **: k** ** k*- k: k* kSk k• k*** k** k kk ***k ***** *k**k **•k * ******:kk*kk Construction Valuation: t" 1,886,864.00' PUBLIC WORS PERMITS *(Water Meter Permits Listed 'Separate) Eng. Appr: Curb CutfAccess /'Sidewalk /CSS N ,Fire Loop Hydrant: N No 'Flood Control Zone: N Hauling: N Start Time 'Land Altering: N Cut: Landscape Irrigation: N Movi ng.Oversized Load: N Start Timer Sanitary Side Sewer: N No Sewer Main Extension. N Private: Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N k•k•k•k****k ** * ** * * *:k **kk•k•k- *** kk* k**** kk k**** k* k* :k**** *kk **kkk *k•kkkk * *•k *•k k * *k **** * *kkk TOTAL DEVELOPMENT PERMIT FEES: $ 14,600.90 *k*k *** *. *** ** ** **** * ****k **k*k ** *k:k'ktA' ***** *mk **k ***kk*k*k*'kkk* *k *** *k k ***k*** *kk:k Size(in): .00 End Time Fill: End Time: Public: N Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of 'rk. I am authorized to sign for and obtain this development permit. Date: /' ` 7-04vd if the work is not commenced within if the work is• suspended or abandoned inspeotion. • I i CO IL' W 0 . g • ; ui w 2 o uj 0 ' 0 co Hi , V - 0 • Z ! vN O � ' Address:: 12401 EAST MARGINAL WY S Suite: Tenant: ,` Type: DEVPERM Parcel #1 734560-0490 CITY OF TUI(WILA Permit No: D2000 -267 Status: ISSUED Applied: 08/11/2000 Issued: 11 /07/2000 _..•k*•A k *•k* A A**•k•kAAA•k.4 k k•k** * k l k &A•k*• .A k•A A•k;l• k•. .A**AAA•k *•k k 1 k L LA••A:& k•J kA A•k•k k*•kA* .l A A AA. 'Permit Conditions: 1. No changes wi11 be made to the plans unless approved by the Engineer and the Tukwila ,Building-Division. . When special inspection'i`s .required either':.t,he owner, architect or engineer, sh all notify the Tukwi la Building Division of;k!appointment of the inspection,. agencies prior the first bu,i,lding, inspection; Copies of all special . inspect ion reportst hall,, be submitted to the ""EBui lding; Division ,61,;a timely manner 'Report„ shall containaddress, project a name, , perm t' number and type of inspection be f rig, performed • The sp'eclal inspector shall submit a final signed repor stating/ the work : :requiringspecial insp to the best^ of the inspector, 's knowledge, in conformance with '..ppr oiled plans And specifications and the applicable workmanship ; provisions of a ny 'new 'ceiling gr i0,and' "l ih f i tur e installation is required to meet lateral acing requirements for Seismic:; zone s. Pa`r'tition;;wal'ls {' attached to ceiling grid must be laterally br'ar ed if over eight (8) =feel in' lengL_1� • An y "exposed insulations' b'acking Material shall have a Flame ,Spread Rating of 25 er , less, and inaterja,l bear i denti fication `showing the "`fire performance- rating thereof • Al lxtConstru'ction to be done iri conformance with approved` plans ;.• ..and requirements of the Uniform Building Code (1997 Editon 'i') as``amended, Uniform Mechanical Code (1997 Edition and Washington Seate < Energy Code (1997 Edition)•. • Plumbing,, permits Shall be obtained through the Seattle -King County ;Department of ,Public Health. Plumbing will be inspected;by that agency, including all gas piping ;(296 - 4722)' • All spray 'applied fireproofing as required by UBC Standard No. 43-8, shall,-,be special inspected.' 10. Validity of Perm; t The issuance of a permit or approval plans, specificat Lori's, , anir uymOtS lWshal l not be con- strued to be a permit for, or approval of, any violation of any of the provisions of the -_..bu i l d ing . code or of any other ordinance of the jurisdiction No permit presuming to give authority to violate or cancel the provisions of this code shall be valid, 11. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work w i l l be inspected by that agency (248 - 6630) . 12. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building inspector. 13. All mechanical work shall be under separate permit issued by z ft , Liu p : U CO p CO w O; J. • Q In 3 Z O z r—c w 0 r- w W. - 0 : 0 z_. the City of Tt,kwi la. 14.-All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These ,documents are to be maintained and avail- able until final inspection approval is granted. 15. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. I hereby certify that I have read these conditions and will comply with 'them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The, granting of this permit does not presume to give authority to violate or cancel the provisions of any other work or local laws regulating constru on or h performance of work. Signature: Print ' . -■ • --------------- ate: ow w o g:3 u. a' (12 E? 0, uj D, M 0 0 uJ I- w l i d D 1 0 Z Description of work to be done: � #. G �� 7"tzr� toss t 4_ it r 4"'1 Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ,Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School/College /University ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Motel /Hotel ,Office , ❑ Other Will there be a change of use? ❑ yes "no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 0- no Existing fire protection features: ,sprinklers ,utomatic fire alarm ❑ none ❑ other (specify) Building Square Feet: eV) (0I2- existing Area of Construction: (sq. ft.) &7) 3g' Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Projec Name/T; .ant: ant: / // Value o Co struction: Site Addres City State /Zip: __ 2 • J414 MU— W VkaAarl . Tax Pa cel Number: �h�{ n - o�jn Propert 9caner: i0.-6k,1 Coop. Phone: 2e& 2 t/ c/2ov Street Addss: 1220 / Ce 7 ' � nut, 104: J . T(��U/ILA Ii tD ' at $ e p: Fax #: Contra tor: `� � t oIJ C0 ryP4A Phone: 2e r2/ -F255 Fax #: �,�� (0 --s Street Address: z� g � ✓� N. s� ity State /Zip: A r c h i t e c Jo t : / . /., r i1 "i. k.. Ili . 4 l , ..1. Phone D � Cia2 - Scot. Stree Addr= s: ,∎ g- '; 11,1 t State /Zip: ' �, � . o Fax #: 7.,o(2 fv2j - 77/ 7 Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: .- l A w 'l , fir ' Phone. 6' - 6g2 -r te 68,2-c-� Street Addre s: /Zip: i90 5 i4J - .sfb � Fax #: ze� f a/ - 7717 Commercial / Multi - Family Tenant Improvement / Alteration Permit Applica CITY OF TUKV" ~! A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT• REQU FOR PUBLIC SITE/CIVIL PLAN; REVIEW OF THE FOLLOWIN .(Additional reviews may be determineday>the Public Works Departmen ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: in Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous CTPERMIT.DOC 1/29/97 ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: 8 - /x-00 Date application expires: 2 - f( - O/ Applicata(cen by: (initials) PLEASE SIGN BACK OF APPLICATION FORM r BUILDING OWN ' 0 • AUTH R GENT: Signature: // 7 Date: ...//. 06.C.7 Print name: / . . 1. 6 i k- Phon 6 2 ?x 62/- 7 7/7 Address 7g l ��, p g S- 4-00 .A City /State /Zip _ _ II. ALL COMMERCIAUMULT MILY TENANT IMPROVEMENT ' ERATION PERMIT APPLICATIONS M BE SUBMITTED WITH THE Fe LLOWING: D ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ f": Complete Legal Description ❑ , Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas . 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). Floor plan: show location of tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 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 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 z ▪ w CL y 00 (0 ) w J = F- U) u. w g Q co ▪ w w U • Ca U) CII— ww I- 9 z ui U O z h /ti J ; •t!i'• t i 'k fe v l`SQ • ,t,.'c4 *:thfe ;4:k'eft : t.'ik ^1f•t • * * ;tA'* *:tt*frh• + . *** .t ftftvt ft:k *:t:tft*.tt••h,.stkA 7 3 i'4'. OF 1 ;i~iJ:L Yi t , p�ir' ir,1C,da Q8. 1. /O. 1Lr1:' 1f' iN;ifYt]:1' f:4..'t.kf•:t,t4 ;t Ayk:t+44 *4.. kk:tAt•t. ttAk*k4 *k- A:t*A44.4..JrAt•1,•'f, hit? t,•4fet'e *'4:4 *Ttk*.AA4•Ayt` . 'f• : li`l:ifJ] 1 .k<umb r , R''+FJt'034() fi��c,ittat� ].4 6O '_lt ti $111. f 00 .i • • ::i�ti;+tnc�►�r,:J4r4`I�adu 01711 J,1 l�atat;inr�a 13JtuLEi� lil,tlJ „;fil GOO Fnitr •111..11 • tr rn i t.: 1 I) ~ c ) • • • . f � z pJ:tJf'i:Rid J)f:['ii:{_UNi�LJd't 1�J PiITT • fi t r f aclui�c�s x.? JiS.t. I�cl i 11� ttt31 tit }!. 1QY•• '3 • Tote I E per ii 14 +,00 4'90 • r I�i f'a +;n ,tt 1� Ta•G71 FALL P�n fJ�il c.ec „00 •kktft.t nh: h /1'e',* tft * ** t *.t• *st•.tL••tkSh4.:k4. 4.k..t **kk *A t+ :j'74 •1� •G• * � �: fr •4' d : tt' i :4 ft fe •A •4 * Rlc ct:ucit t:c�de [ >e� r t^ i p l: i ors flmc,�tr►t • i O�`.�i • 10Q UiJT.I..i)Tl� - R133410:.•`.3:. %dE .;7 (Y ' f?LHh•:`c rK • - hfU!!R .S 5.u�'aa • r.1 • • U�,4 : t)�t i3'f rl I' f”. J311ti_I} F1JC ,l)l2f�I1i;i ;;Jt> 6955 08/14 1710 TOTAL 14600.90 Y �:,F' S 4i a! {n� a ifit"!�•�' Y �J � j4; ��,�, {lyr �itZ'•�Ytr'I'�"J: Y 1 ttYi;�yMl� ? • :r INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Projec Address: Special instructions:' Date wanted: Requester: A/ COMMENTS: Approved per applicable codes. 0 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rinspection. Date: Receipt No: ,`lr'Y.4'AL PERMIT NO. 120 . 431 -3670 Corrections required prior to approval. .": - `,..2Wed Ye4YK.dk'} erteak HtM :. • r}!a�ri io�iw �A:.�r,�.ri:i.tx +,}.:.. .✓y`� ,. „ear r: w�s..ua'SGv.:R.. a "RY eir +xxi.. at.1, , : Prgect: , � " Type of Inspection: r �',�,,�r.1 7 / '/' `7Mdres .. T,,,,e,,,o, Da fe ca ll: �/ : ;tSpeciai instruct .... . a .......;,y .. � .. Date wanted: -- -� a.m. Requester: U P hone: / — INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. Approved per applicable codes. g Corrections required prior to approval. COMMENTS: f / / / S /7 /00 Hg � 2 - , / /1_49 } Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .n rn m ; Vi m • off m 0m m a r N c 5 m � Special instructions: INSPECTION NO. CITY O4 TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD tt . '' Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: (7 . C y /d L /"n ter. `r ir✓��S e ;y ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: '>& Other: Micro Com Systems Washington Ltd. ATTENTION The next image may be a duplicate of the previous image. csLra www.microcomsys.com 12608 -B INTERURBAN AVENUE SOUTH TUKWILA, WA 98168 TEL (206) 248 -3191 FAX (206) 248 -3313 Project: Type of Ins ecion: Address: �, 1 55. Me Date ca es „� Special instruc ions: Date wanted: O .m Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY O BUILDING DIVISION Approved per applicable codes. Corrections required prior to approval. CO MMENTSd 4 ,Or_e•—e tsF 10 10,h11 �• -- r/11- � < ter ,1 ���� ���P � 2 • / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t^,w . • *,i 'u'.'. ?C's'if�7v[. Project: n� (? /'1)1/f '/ t, Type of Inspection: 1 2(( G.f1G jr,,,, i-44 Address: I t /o/ F Ha/ GO 5. Date c lied: ' 2 -o/of Special instructions: } Gout fat `K'u' L Y� a y .. / t 00 KS /i t ‘ Date w me : - ca•m'' /210 P m. Req Phone:' r. 6t/..)"049 -25S—Z /lo'� A$: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -367 Approved per applicable codes. Corrections required prior to approval. COMMENTS: )-7,4./ / 'P 4...1 AI/ 4A Q b_44 amidq C ' VL 77Jv p /' r Z~A .7 „5/2// c/5-74 (O y,'- ay36) p /weh .)-. 41,i4 /4,e,4'/ ti /)x lOf 7 << `� P PiS�t Pil-r r El $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: Imo E efttagAs izp i. :b4 v ` toldire =..r' r .�.-•.YSG:u(.7:• 1:' AMif6'!.i..�1:.., Project'. / 1/y, Type of Inspection: Address: /)c(v L=1`1Rj0 Date called: ?- / -Vb/ Special instructions: Date anted: p U / a.m. p.m. Regyest • • Phone: reoli 7/9(o - ZSS -7 go 3 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 1 PERMIT NO. (206)431 -3670 orrections required prior to approval. COMMENTS: U) 1 fl io PC'1. -I-p 1 %.4 4 per .Su 3 (x'vn cLct 1 v► �A �( 4-ern c& (L4.4nJ L. ' I - {ruby c i F)or k ( l yS ►-oovA k Ave. lt �1/1f,�1. ' 4u4 ein Ce1 U1Sint k t >// (' orwq n►- re v-c i re Date: l# $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .+:5,'.)h5:r''z. aT '. i. e.;,w le 'dAs •gri ttAflrilierit mft og0..ortvA,'P' 444 kCgR,a9n4���Yli r.".L..h. k7 \P'i f.i r1 t21!.�,tit <1.YU .aJtiMlk1'Y >S4ht.Yw'�s,Pl.n /. FSL.LGAL y,1.�). 1_:St 1. 1.r {i....� i��+ =i ProjectLo 11 YCt 4I - ii' t � t , �� Type of Inspe ion: Sus +�(.j Address: I� f ) (,j, Date called: `�_ I 0 Special instructions: Date wanted: . - �- ` ! 0,11.1 p.m: Requester: Q Phone: 19 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit f0.; ,:on.t.c7usttzeepaut.'431.1101,M PERMIT NO. (206)431- Corrections required prior to approval. Inspector: Date: 272- 01 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt R p t No: COMMENTS: GUD: C-ufve arch 5014 W;4 f ea G ✓e(Q, . Sosr4J. \. Y i ► r(� ° OIL T r) A . . r L/ tPC‘eS ArrIU►^rX r04 ,S I rs i u` :7. « Sbt J'f7�I't.tt4ub...J:iw",'.+s9 �t wu•'r.'rG uL �a,r.:.r:vl� r��.:i.'e P ject: ��raf'`I (- n I Type of Inspection: U. yr AAI P 5C_Ye 0A4/1. Addre s: Czl p ( � . �wt��V )V Date ailed: hI? 1 . 0 I Special instruct ► ` } / Date wanted: .m. d� p.m. Requester // Phone: ..&&' - 4 /3.9- 2:733 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Receipt No: pproved per applicable codes. INSPECTION RECORD Retain a copy with permit 119 Date: PERMIT NO. (206)431-3 -Corrections required prior to approval. COMMENTS: Con 'elretiv -e, 'h0 SS E 136 Wzo I p .zol, 8263 Ld/OOVi CocDel' F Date: 'z 1 0 ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .. .�, L L «- (.t::iJ Project: A / I /i _ P fT� `�1 Typ i T Address: /2 Flo/ E ka/t f Date called: 1/2l0/01 C Special instructions: U Date ante : �� b[ r ' a.m. p.m. Requester„ Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. COMMENTS: 00r T r rfteNe t 1.QQ1 t 131,. W201, 4 E201 .00 r C c\0 S Inspect° r . Date: ) Receipt No: Date: Project: 6 roLt p / Type of Inspection: Address: 109 yo i r fnfi 1.1,461 y s Date called: (J /? ( //o j Special instructions: a i` / v 4. � y� (if f r°i no�n , se Date wanted: 1 l a.. / o i a.m. p.m. Requester: ��� Phone: ; 20(, 9 3 r ) - a - 7t3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit r r, •/ 4 .1 1 i 1 t ;oaf) - PERMIT NO. (206)431 -3��0� COMMENTS: ` +) loor So h L) root er C''r y Wot t 1 ' 1 e es' Corrections required prior to approval. Inspecto Date: 02S 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: yltL' N ri.ttliaNrAxrok > la ivr Y.' itSiitl ~` L'F c s,. <.,, a,.ai tn.i, i, %L...w �+ ..�o.au..z:., .,..:eoasu. [ 1]i a ;�' ..✓•' .. :A...n ,✓h.4tb' a.�'7,(... nr?.�' . ''�1( 7 �t14 tt .0 Projec J!ai. -/ A... /.. Ls.1 Type of ' ection• L! IL , +1 1 1J Address. /Z4) //kJ Id D ailed: �ZZO Special instructions: 11 ` Date wanted: a.m. Requester: Phone: xo" 43 r' Zig. Inspector. pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 t70ova -67 PERMIT NO0/r (206)431 -3670 Corrections required prior to approval. PP arY R c, , vvj ) rr Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calkto:scbedule reinspection. Receipt No: Date: ie .2iKa �•W. a .eYa S',`.1 k: 1 V.bY�(L�'viY.W E `r 1.n.,., j. 1 k S.. w, pilI P,rpie j jC CZ�/F'! T p,'tion CC-ii "P of s (1 ` JC{trW A 7 L . yJn /, / .. Date called: p-7/0-0 c� hmstructio�s: �QI i't Date �nlanted: / / , O/ a.m. p.m. " Request . Phone / 431- 0. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: 1 F1D0 E-c6-+ Sje Approved per applicable codes. Corrections required p tr to ' i . royal. r Inspector l a R ri1/2. 1) 0. _ Date: $47.00 REINSPECTION FEE REQUIRED. 'Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project 7 A (�G9 . Al (Type of Inspec r n: /� Address: /2_,Ar _...„„)- ./44,, Date ally ed ::::: << < . Special i t uctlons: Date wante—d -j a.m. •_ m:•. r4 Requester ,.,._ - .. �� . Pho e: V'' G -273 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: V v AWllhr n prr�Ul LU'ci\\ rr c. 1-‘01 C . INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval.. Inspect aF."��► n n Date: I lo-01 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule,reinspection: Receipt No: Date: .1 N'..: A+i L+s J.r1_.,fa.c. ,r._Ra.a:M.vit..nd,S . r •ta'M . .�. {4t<t.nr ...+, Project: C ? Y � p l ea l Y ' h Tyke of Inspection: 5 e , ( auk) Address: /a 4 /0/ e: t' w S Date alfl d: 0°, Special instructions: a f' one 0 � �yt C h c� U /n5 Lc/i�'e' .ef ` Y'- / O cg h 0"-- Date wa ted: ill 0l / qug�ter• a.m. p m. R J Phone: Za 6. - y39' •. 2? 2 ? 12 Approved per applicable codes. ' . i i 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: iS FlCbY 011- 1t) 1h5A t i tirCi Mu) -\-%1-es rou; c� ■ M.Pn v Q.a P r W Inspector: n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: ]epvL- .warr4.V +G.. «•. »tisatr e�.hRaer'. - .fi.��'ro95t4.1. 1 t +� ¢MYQfi�:« �W T "PC+1 7.01VN`.°i Yh3tSi Date: � ) I Date: C) W = g= LL < co Z p o W 2 no o z W : UN[ 0 z Project: A ()r�p cth Typ of Inspection: 0 ' Adfl ress: /c e 4/0 / r . Pio✓ micw 5. Da allgd: i� /� Special ,. instructions: ( D /��d a.m. p.m.` R e g 1 Phone: 0 - 1 13 6,- Z'783 INSPECTION NO. Cc; \'1 \2 , 6 � INSPECTION\R#CORD Retain a py withh permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: rot 1M ∎ l s fi \ \O r E s■t,: r,, pro Ueof 7.1-t+ert W C 1h � 7Gt t 1 Inspector: ?,044. d r, Date: ' o L 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Project: — (ifell) derA-07 Type of Inspec . _ • - - 1/4...-17ed n Ck !OA / /SCititiik. Address: 0 LIU/ S.Htm-13, S Date called: l/lltf Special instructions: Date wanted: //9/0 i,„ a.rn,... , - Requesterj Phone: ,-22/ 49 1 7 1 37 - 2 1 7?3 • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ta lCpproved per applicable codes. 1 ' I ; INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 0 Corrections required prior to approval. COMMENTS: G w 0 F (no /15 cQJ b-it) E Wes-t- S 14:3&S \.e& Ci-)erreteriAc Uol Ro I Tt 19 0 Wa Z rect, LU 1 0 i Corr; I r Lo 00 C CCrti )00C 12 OIL 46 VW .4-- - rapt fl $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •••' ••• - • •••••• • :••• - • •• • • . • 41 Receipt No: Date: . • :'■4,?. • 4? .c" • . • ■• :).■• I V4 • ' Pro}pct: L1YISL p t.l uth - g; ln',Acr+ y CCr� Type of Inspection: fll b / rem.) t . S V.S, S 2. C ei , Address: iaLi ui F. �t 5�ti� h Dat called: 1 fy(6 ) Special instructions: Date anted:. IIS U0 ( t -. a.m. ) Requ ste • Phone: 2Uto— 439 Zra - :. ,4 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 (D ovn Vi PERMIT NO. 431 -3670 Corrections required prior to approval. COMMENTS: G c ` Flom � �rsl B 2 C (15k ( BS S . I PS s cic SUS ph .pck C.3 i ‘r at." f, )j L �� Y't ►rt 4 pr Wad, Ok �O + � ' grow Cv}) S&,*� "R-e r: trv+,?�er 06‘ ()k . - ' 0\06%k { rU w \-osS e' s4 [AAA.• tvtsl -ra rti -e r +C ,t in( Inspector: •-;a2 Date: 1 S - 6 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • i.iix:ue.ti�:,w.dlkxl .Siwar'- A a.__�v .„y A7Arik1; Project;, !VII � r � 1 Q Type of Inspection: d ' Addre s. 12 ni & l to Date called: ‘ /-f-0/ Ji4d instructions: n. Date wanted Cr.) /1-p/ p.m. Requester: q � Phone: Z0l0_ ,IA- 217535 4' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 tT Approved per applicable codes. Inspector (206)431 -3670 Corrections required prior to approval. COMMENTS: F Ivor c1) Date: 1 3 I D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: limit, r �'t S " . ?S "' "'' ake Project: �r t l Met (LUQ e Q/YGn : VC Yt Address: 12(0 £ . rt�Q Date calle )Z.-- $ -00 Special instructions: Date wanted: a.m. I Z — Z9 -00 G.m) Requester: Daxx Phone: h p (D) cf3q-- 07 E?` Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: F lc r L 1.0 2.0 _ a p p 0vet, Rift hC42 E Sa e v+^ r 2.62— _ A o r 2 c)(D C S - +S-3 ppro VHS v\c c J SS 5 r v-Ati \r p` I?� e� 1 1 6 C Grp' the L) 20()C g Inspector: , y) - f? ? Date: a_019" 06 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 20 4 F4 ._..e5� liA_ ;..r: -:pi LY.tw?.id4 ), }rYS+tisiA 4Y .5 +.',;0.:a^.' /Vi ✓J a. a.:iYSa Pro ec Type oflnspect Address: ++ vi b VC tnwi Date called: D � Special instructions: P Date wanted: _� �� fi� c p.r4f! Requester: . � Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. Inspecto INSPECTION RECORD Retain a copy with permit - JU Zot,J,Tt PERMIT (206)431 -3670 Corrections required prior to approval. COMMENTS: TYG CIO\}-f C�i�ty Luvv L rooms 44 L 3 C a( ■te,A POOw. 1 3b.;... Date: )d� t,...0 / El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. tr):', "uLmYx:.:vniSi'�•. .. .i• �l �y;..iyt1: >...fx�a.». +', Pro Project: � 1 rt7U T t J f `t' N Ty of Inspection: rd L)c► 1 ' C ret v Address:.. (s: F IiIAir t l Date called ' ))- 0-00 Special instruc0 _ Date wanted: m Requester: 3 Phone: Date - 3q— ca.. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. • (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: G First F -eri v11,44 r W I I s 01L -1-0 M� [� 1nrJl �I ae 1 — E55 I 4 ' U In G e c)' ?1M F 1 )3 Lv r� Cniatr.fq, )34 l n[ U vv‘ tA S ' O k -V Mu cl T . p•0 A LOIc c Pr; v,r, e cv. I,Jc d I S - Ok --;-0 Mu e( (nrX - �r, P `� k) Cn tr vt�eir F L�h� A- � f r1� vv.ems V. L h e n 40 1 t nv Topevq., F,ao Cc.AJ hrwt s - C)(C .i.o. 1 w — -fie Date: , _ I E $47:00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: Inspector: w .3 m.1. 4,41 atiawe,:. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. Inspector(- l r„ INSPECTION RECORD Retain a copy with permit (206)431 -3670 Project: Ad; 2:401 tia Special instructions; C ' .1 2n d d id Ty of Inspection: I' rrr Alt egg r'm - Fa YIT ll r Da called: �U f Datcffan Ca.m) p.m. Requester: -. rr err Phone: D) `13 -2783 Corrections required prior to approval. COMMENTS: f r I h OVe (nor Date: \ c 00 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: I Date: �rrl�.tic'.a.vnt*aw°''"h*.saxt .�:�, r ti; > .. w, ..Ln,�c•,.'l�fs.:ibd.����+Y' - �r m W 0 } : u. = 0 ; LLI z � 0 ur 0 - , LL OI w U tn Z Projecty� / j ea (�(J (� /`1 I fn Type Inspection: Frain, f�l- Add • O' � J Ei c / 1 Wig s Date called: -. I2 -II- a Special instructions: god Fier Date wanted: /Z" /Z - 00 m. .m Request 1.,2. Phone: ZoG - x(39 - 78 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit . 4, 1 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 1!)O v L he q4 II G vw a 06 v-e 5A- lOov" G w Inspec Date: :� t 00 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 1..4a...ia - . n.n •��.uwas', `tiirtm`14. V.sHX�n. .. +,�, };I'.:.d o-u..lUOri:l4. I4 .1 §.�iinti�h.,4 4 77..44.4 1,«14{ 4A. }v..Li.. _, v..j%: o.:10 COMMENTS: 2 n ,r 0 Jir, C /1/F16.17/7 (V41 � S ' )/290 / et OA 7D <-.rii . C9 61P 777 &'e So ,c/T 7- 4-giti& Au NAq e. Dots ,L(07 ir</Cc d Vii( 'C/ I D /,/ l) 44 E,45 . . J /ST r ,� 3 pzig, -f. ,ee.cc/s/.07ti ,Z.,0 vr,e AVL k 2 ,4c - (,lik. &x,.. i`xll/ 63-y(7 (Die_ 70 ly W 6 E C6c:7r(4 -( ;x.1 - AJo C uie4 n e./AIX - Z (?'S/v./ , Project: Type of Inspection: Address: 12401 . rrtcttu�► NaD NAq e. Date called: 1 t a- - 1- OC ) Special instructions: J Date wanted: a.m. Z 6 - OO �" p.m. ` Req 9.° - Li--3-.2cor.2Te INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. corrections required prior to approval. Ins D ia $47.00 REINSPECTION FEE REQUIRED. Prior to inspec4ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: II 1U ut O N ;O I w w 0 ,. U gt .i :.e.. r _ - ..�.a �+- uawax?r :i��rie.tl, .quAS,.dr { 4wd+a....,e.v.: S ,!« °1!s....x Project: �YUU L1 1�� 1 I- � Ir 1 trC.i rn Type o finspection: . ■1r►i /6 4V ddress: 121D 1 L M50 W, Date called: J —, 122 - 5 - 0 Special instructions: `, 1 • Date wanted: , ''4 a.m. _ I 2 P.m. Requester: 1 V Y , s Pho ' L ! " 2 A 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, t100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 El Corrections required prior to approval. COMMENTS: /sr I .Us7 /Some. eV. 7-VP 1.4/R - I a, 7 6e€46 ZS7 �y C'4 54',44? A Acie6-74..6.-1 4 El $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calla schedule reinspection. Receipt No: Date: vFdn.a.:(L'u! >.wrM:.; r • .a E51 : Vii:..: a. . :.r. .• r -g Address F ♦ i 1 ? +i�1eu f +e d�:f1'Pa�F R'�7Gw°. iwya�;ydYL�+X�:u'lF{y "_' �.' o"; Lf� *•Si'!!�s'nlnl:i:•'0•tY4i':�J V; v.. City of Tftk$ Yla Fire Department TUKWILA• FIRE ;DEPARTMENT O k- 1 - .3-.1.4" uo 2x \.). S Project Name 6 s 0 e�\ Retain current inspection schedule Needs shift inspection Av\ Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM Flo C rmit N T.F.D. Form F.P. 85 John W. Rants, Mayor Thoi 1as P Keefe, R e Chief } Octopi t 7r6;0'4 6.0-vok a( 2- cstok - vi ` Zt\ O Date • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754434 Jr2 c) 0 co 0 W 0 : 2 g Q . ca O 0 ; W UJ` U� 0 N o ff W W ,. -- LL .. Z U= 00 F- Z Address Retain current inspection schedule Needs shift inspection 1.4` Sprinklers: - Fire .Alarm: 'o∎ Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Approved without correction notice Approved with correction notice issued John W. Rant, Mayor Thomas P. Keefe, Fire Chief Authorized Signature FINALAPP.FRM '� Alij• r ,' i:+, i�':' s h' �i' yfi" aS '` R u + YF' i � , kJ� �WM• �is :.'`a.` "''j`tt ir'e City Of kwila Fire Department T.F.D. Form F.P. 85 lI 3kc)1 Date \ Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 57544139 LLb. iL. LNC/U 99 -089 JOB NO, R.CARLSON DRAWN L.P.M. CHECKED 12/12/00 L • •tvl I 1 VI15 I' I_ 111.ILLLLI\ VOIDS BETWEEN FLUTES PACKED WITH MINERAL WOOL 1 METAL--LITE DEFLECTION CHANNEL RECEIVED CITY OF TUKWILA DEC 1 3 2000 PERMIT CENTER �• 2396 GWB WALL DEFLECTION CHANNEL LANCE MUELLER & ASSOCIATES A R C H I T E C T S • A I A 130 LAKESIDE • SUITE 250 • SEATTLE, WA 98122 • 206 325 2553 ROOF OR FLOOR SYSTEM AS APPLICABLE LANCE P MUELLER STATE OF WASHINGTON COM S CI ��I S IM ♦ AC 10 465 BOTTOM OF ROOF OR FLOOR STRUCTURE G.W.B. SPACER EA. SIDE UL APPROVED FIRE STOP SEALANT FIRE TRACK /DEFLECTION TRACK (1 1 WI METAL STUDS, WIDTH PER WALL TYPES, GAUGE PER HEIGHT. 5/8" TYPE "X" GWB EACH SIDE. SHEET SK25 February 9, 2001 MAYES City of Tukwila Building Division 6300 Southcenter Boulevard Ste. 100 Tukwila, WA 98188 -2545 Attn.: Commercial Inspection FINAL LETTER Re: Group Health Building A Permit,k1:9000i. 12401 E Marginal Way Tukwila, WA MTE Project No. E0336 Gentlemen: This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you. To the best of our knowledge, all work inspected was either performed in.accordattce ; wit h, ' or corrected: to, conform .to,, the city. approved drawings, or' engineer approved changes." Special inspection was provided for: Sincerely, MSD :lak MAYES TESTING ENGINEERS, INC. Michael S. Dolder, P.E. Vice President TESTING ENGINEERS, INC. CC: Dan Barrett — Sellen Construction • Fireproofing We trust that this provides you with the information which you require. Should you have any questions give us a call. RECEIVED FEB /Z 2001 COMMUNITY DEVELOPMENT 917 - 134th St, S,W., Suite A -1 • Everett, WA 98204 • (425) 742 -9360 • FAX (425) 745 -1737 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed FIXTURE 71 8' LINEAR INDIRECT FLUORESCENT 91 110.0 10010.0 FIXTURE F2 16' LINEAR INDIRECT FLUORESCENT 15 220.0 3300.0 FIXTURE F3 8' LINEAR INDIRECT FLUORESCENT 33 110.0 3630.0 FIXTURE 74 12' LINEAR INDIRECT FLUORESCENT 24 175.0 4200.0 FIXTURE F5 24' LINEAR INDIRECT FLUORESCENT 110 330.0 36300.0 FIXTURE P6 COMPACT FLUORESCENT PENDANT 96 43.0 4128.0 FIXTURE 77 2'X4' RECESSED FLUORESCENT 39 89.0 3471.0 FIXTURE F8 4' UNDERCABINET FLUORESCENT 33.0 FIXTURE P9 COMPACT FLUORESCENT RECESSED DOWNLIGHT 14 43.0 602.0 FIXTURE F10 COMPACT FLUORESCENT PENDANT 43.0 FIXTURE F11 4' FLUORESCENT STRIP 1 62.0 62.0 Location Description Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking N/A 0.2 W /ft TUXWILA, WA 98124 Applicant Name: Open Parking N/A 0.2 W /ft Applicant Phone: (206) 448 -5965 Outdoor Areas N/A 0.2 W /ft Bldg. (by facade) N/A 0.25 W /ft Bldg. (by perim) N/A 7.5 W /If Project Info Project Address GROUP HEALTH COOPERATIVE BLDG 'A' Date 08/09/2000 Allowed x Area XXXXX EAST MARGINAL WAY SOUTH For Building Department Use 1.20 TUXWILA, WA 98124 Applicant Name: GROUP HEALTH COOPERATIVE (JIM WOOD) Applicant Address: 521 WALL STREET, SEATTLE WA 98121 Applicant Phone: (206) 448 -5965 Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area OFFICE 1.20 75312.0 90374.4 Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting CITY OF TUKWI ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being incceesed; 1 2 nr Lighting Summary LTG -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms 1997 War ton State Nonresidential Ener Code Comeliance Form First Edition - June, 1998 Project Description f ❑ New Building ❑ Addition Alteration Compliance Option Q Prescriptive Q Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Lighting Wattage (Interior) " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts ballasts only, the default table in the NREC Technical Reference ' anua may a so be used. Proposed Lighting Wattage (Interior) rw v 90374.4 Total Proposed Watts may not exceed Total Allowed Watts for Interior Maximum Allowed Lighting Wattage (Exterior Total Proposed Watts 65703.0 Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Use mfgr listed maximum input wattage. For fixtures with hard -wire a as s on y, Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. cwxio zL.1 ....ui U.aJrrr ^1.1t at"41` '.iC.iiF::NZ' 1�iti:LD'a•1rs3 rF,& YS�7b' iH'.± ti3> uA+a K7Jtf..' StlG .,i'a.';''t'tikAa ".u'Sk't }S,t� �, Aa.'�d�i', 1997 War' /ton State Nonresidential Enery, Code Comelince Form Number of Fixtures Location Fixture Description Watts/ Fixture Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Watts Proposed Use' LPA (we) Use' LPA (WAt Painting, welding, carpentry, machine shops 2.3 Police and fire stations' 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banaueticonference/exhibition hall'•' 2 Assembly spaces', auditoriums, gymnasia'. theaters 1 Laborabxies 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars' 1 Cafeterias, fastfoodestablishrrents 1.5 Retail A' 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations. auto repair shoos' 1.5 Locker and /cr shower fad litres 0.8 Institutions 1.5 Warehouses ", storage areas 0.5 Libraries' 1.5 Aircraft sbrage hangars 0.4 Nursing hones 1.5 Parking garages see s•olbn 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, daycare centers 135 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office bullrings, areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museurrs, banks, churches) 1.2 _ Prescriptive Spaces Occupancy: ()Warehouses, storage areas or aircraft storage hangers *Other Qualification Checklist Note: If occupancy type Is "Other" and fixture answer Is checked, the number of fixtures in the space is not limited by Code. Clearly Indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T -6, T -8 or PL, and 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts 1997 Wa! " ton State Nonresidential Ener• Code Com•Iip_nce Form Lighting Summary sack) LTG -SU M 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition - June, 1998 Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15 -1 1. In cases in which a use is not mentioned specifically, the Unit Power Alioswmce shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. Sec Section 1512 for exempt arras. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Unit Light PotverAlloxance for assembly. 5. Watts per square foot of room may be increased by two percent per foot ofceiling height above nine feet, 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 maybe used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free- standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Ui VQ U) tn W 0, 2 co _ � ` Z � O r Ul U 0 0 -; 0 I-, W W' . - O ', Z? O ' 2 ' Lighting Permit Plans hecklist LTG -CHK 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition . June, 1998 Project Address GROUP HEALTH COOPERATIVE BLDG 'A, 'Date 7/28/00 The following information is necessary to check a lighting permit application for compliance with the lighting requirements In the 1994 Washington State Nonresidential Energy Code. Applicability I (yes, no, n.a.) Code I Section Component Information Required I Location on Plans Building Department Notes LIGHTING C ONTROLS (Section 1513 Yes 1513.1 Local control /access Schedule with type, indicate locations yes 1513.2 Area controls Maximum limit per switch yes 1513.3 Daylight zone control Schedule with type and features, indicate locations yes vertical glazing Indicate vertical glazing on plans n.a. overhead glazing Indicate overhead glazing on plans n. a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w /backup Indicate location n. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location n. 1513.6.1 (a) occup. sensors Schedule with type and locations I yam 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability) Indicate size of zone on plans yes Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture a. a. I IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I 1997 Wa ' ton State Nonresidential Energy Code Complii ce Form If "no" is circled for any question, provide explanation: To: Bob Benedicto, Plans Examiner City of Tukwila Project #: 360002 CC: Project: ROC West Bldg. A From: Alex Clark — Cornerstone Architectural Group Date: 10 -31 -2000 Re: City of Tukwila Correction Letter #1 Building A — ROC West Permit # D2000 -267 File: Memo Correction Letter #1 ROC West Bldg A 10- 31- 2000.doc Encl: • City of Tukwila Review Letter —Fax 10 -31 -2000 • GHC Emergency plan for Building A & B • Specification section 07810 • LMA riser room fax detail for shell revision Full set revision #2 • CORN[RSTONE ARCHITECTURAL GROUP, P.S. 1904 THIRD AVENUE, SUITE 500 SEATTLE, WASHINGTON 98101 Memorandum Building Division Review Comments — Response to Building Division Review fax dated 10 -31 -2000. 1. Compliance with UBC Chapter 10 Per our discussion on 9 -25 -2000 adjustments have been made to the floor plans, as shown, to comply with the UBC Chapter 10. Egress. See sheets A2.1, A2.2, A2.3, A2.4, A2.5, A9.1, A9.2, A9.3, A9.4. 2. Notes Per Meeting of Sept. 25, 2000,(10 -31 -2000 fax) response follows: a. Plans revised for egress issues as discussed 9 -25 -2000. See sheets A2.1, A2.2, A2.3, A2.4, A2.5. b. Sprinkler Riser Room access has been revised, and does not open into stair c. Specifications have been noted on the floor plans. See attached specification Fire Proofing — noting requirements for spray -on fire proofing. d. Door schedule has been updated to new doors and their required fire ratings. A6.4. e. Exit signs have been located on the architectural floor plans see sheets A2.2, Also see exit sign locations on electrical sheets E1.0, E1.1, E2.0, E2.1. f. Details — wall sections for 1 hour fire rating at "lid ", See Sheets A5.1, A5.3. 3. Issue of Construction detail at Riser Room /Stair — INTERNET: www.cornersfonearch.cam enclosure. Section 07810 for See sheet A6.1 and A2.3, A2.4, A2.5. RECEIVED CITY OF TUKWILA NOV - 1 2000 The riser room modification is under a separate contract with the shell and core architect. Our PERMIT CENTER understanding is a revised set of plans was submitted in 10 -25 -2000 by Lance Mueller & Assoc. that FACSIMILE: (206) 621.7717 TELEPHONE: (206) 682.5000 i ,.COIN[I5TON[ ei ARCHITECTURAL GROUP, P.S. 1904 THIRD AVENUE, SUITE 500 SEATTLE, WASHINGTON 98101 address the issue of fire resistive contraction. This area of issue is not under this Permit's scope of work. We believe it has been addressed appropriately. See Attached reference fax from shell architect addressing riser room issue. 4. Plans for Egress and area of Evacuation - WAC 51 -40 -1104 Section 1104 -- Egress and areas of evacuation assistance. Section 1104.1 General. In buildings or portions of buildings required to be accessible, accessible means of egress shall be provided in the same number as required for exits by Chapter 10. When an exit required by Chapter 10 is not accessible, an area for evacuation assistance shall be provided. EXCEPTION: Areas of evacuation assistance are not required in buildings where an approved, automatic fire- extinguishing system is installed in accordance with U.B.C. Standard No. 9 -1, provided that quick- response sprinkler heads are used where allowed by the standard; and that a written fire- and life- safety emergency plan, which specifically addresses the evacuation of persons with disabilities, is approved by the building official and the fire chief. Per the shell drawings and permit the entire building will be provided quick response sprinkler heads. Attached is a Fire — Life safety emergency evacuation for approval by the City of Tukwila Fire Marshal and building department in lieu of area of evacuation assistance. Note: The attached Emergency plan is a Group Health Cooperative standard used in their facilities and provides for the safety of all the occupants. Objectives of the plan include hazard prevention, training of staff, first aid training and emergency evacuation assistance using key personnel to facilitate the safe evacuation of all staff and tenants. INTERNET: www.cornerslonearch.com FACSIMILE: (206) 621-7717 TELEPHONE: (206) 682 -5000 BUILDING DIVISION REVIEW Application #: D2000-267 Plan Reviewer: Bob Benedicto • Page 1 Atax c .,4 jK FAX 0 :ger0 /6Zl — 7717 Tu B trilcl�r>IC� Diva .ic�i� 6300 Sotitlice it •r 131 TllkvvIIa, WA 98188 206 431 -367 Date: September 25, 2000 Project Name: Group Health Cooperative, Bldg. A - T.I. 1. Show compliance with U.B.C. Chapter 10, Means of Egress. 2. Per our meeting of 25 Sept, provide the following: 4. Revised space plans for both first and second floors. t • Show access to sprinkler riser room that does not open into the stair enclosure. G • Provide specifications on the plans for the fire proofing of the corridor Ceilings (materials and required thickness). 17 • Update door schedule to show new doors and required fire RECEIVED rating. CITY OF TUKWILA F • Locate exit signs on architectural plans NOV - 1 2000 • Provide details for one hour fire rated ceiling 'lid" a t ERMIT CENTER corridor. mom EN EPI C7 mit 10 3 727K0144 751-127, V CHIS PAGE: FAX I: PHONE I: &e./14131-70 2 g rgh ..,. �. � .................,. �««, ......w,....«+.m..�n, Wt�nyK2..�s�,�. -. t .. W ` Cl) ui co W • LL W0 g a I F u i Z � I- o z ur Do o = V , O ILI in o October 31, 2000 Provide a construction detail which will show an approved one hour fire resistive assembly at the ceiling of the fire sprinkler riser room. (Where stair structure is part of the ceiling assembly). 4. Show a proposed method for providing areas for evacuation assistance, in accordance with UBC 11041 and 11042. • Page 2 OCT .31.2000 4 :57PM LANCE MUELLER LANCE MUELLER £ ASSOCIATES To: F I C H I T E C T S - A I A L Is At: 611,e94. 510 ever Fax Number: Subject: GtAg-15> 64( 6 NO. d4 / I'. bib \\ ( (1\ III till) I 1 130 Lakeside Suite 250 Seattle, WA. 98122 1206) 32 -255 Jr a 1206) 328.0 From: t2b c Pages Including Cover Sheet: Hard Copy To Follow E C, Date: (0 r ( (t' TorrAtegac kgt uaoaR crewel!. tibilottAk. Attio- awe.- RECEIVED CITY OF TUKN:ILA - 1 2000 If any of these pages are not legible, or if you did not receive all the listed pages, please call us at (206) 325 -2553 re w ww J CO IL. w 0 g -J co 3 w; 1-0 Z 1 - uj 2 p' O N 01 Z0 LL. Pt O : O 0 ro M 0 0 t H tTI H Z t1 a z , (rat I 2I3SI2i 12ldS ,tb N11L1.14S 811 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN . THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. u • 0 ;NOTICE: IF THE DOCUMENT IN THIS FRAME IS`LESS-cttAR THAN THIS NOTICE.ITYIS DUE TO THE QUALITY: OF THE DOCUMENT. ICE MUELLER P1 0 0 - n Z r 0 0 C I rT11 IL tl ti `^ t ` 6• 1 S 1A' s• ,►F ano cm tJ%.C.UFE EXIT CORRIDOR O„ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN . THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Group Health Coperative Riverton Operations Center West — Building A 6 October, 2000 Fireproofing FIREPROOFING 1. GENERAL 1.1. SUMMARY Provisions of the Conditions of the Contract and Division 1 apply to all Sections of this Project Manual. Refer to Table of Contents for complete list of Conditions, and Sections included in the Project Manual tom; 1.1.1. Work Included in This Section: Provide all sprayed fireproofing of structural steel. 1.1.2. Related Work in Other Sections: Refer to the following sections for 0 related work: UJ 01230 for alternates which may affect this work. u) '� 05120 for structural steel. w ° 2 ; 05210 for steel joists. ga 5 ' 05310 for steel deck. u. ar 09250 for light gauge metal framing. o 1.2. REFERENCES w. Listed publications form a part of this Section to the extent indicated by o references thereto. z � 1.2.1. ASTM (latest applicable edition): . � ILI o ASTM E -84: Test for surface burning characteristics of o building materials. ASTM E -119: Test for fire- resistance of building construction materials. U ~ ' ASTM E -759: Test for effects of deflection. z . ASTM E -760: Test of impact on bonding. ASTM E -736: Test of bond strength. o ASTM E -859: Test of air erosion. z ASTM E -761: Test for compressive strength. oE�;,0% oe ASTM E -937: Test for corrosion. ct ASTM E-605: Test for dry density. 1\01 1 1.2.2. Abrasion Test: City of San Francisco. s... 141 1.2.3. Impact Penetration Test: City of San Fancisco. 1.3. SUBMITTALS Refer to Section 01330 for general submittal requirements. 1.3.1. Product Data: Submit manufacturers' specifications and installation instructions for each type and class of material required. Include certification from manufacturer as may be required to show material compliance with the Contract Documents. Include manufacturer's certification that proposed material is free of all forms of asbestos. 1.3.2. Warranty: Submit written warranty, signed by installer and Contractor agreeing to repair or replacement of any sprayed-on material which has cracked, flaked or peeled from the substrate due to defective materials, and/or workmanship within a period of two years from the Date of Acceptance. Page 1 of 5 Cornerstone Architectural Group, P.S. Section 07810 Group Health Coperative Riverton Operations Center West — Building A 6 October, 2000 Section 07810 Fireproofing 1.3.3. Test Data: Submit certified copies of laboratory tests of sprayed -on fireproofing, as specified in Part I (D) (4) ASTM Standards. 1.3.4. Building Official Submittal: Submit three copies of the final reviewed and stamped product and test data to the Kitsap County Building Department for their review. 1.4. QUALITY ASSURANCE 1.4.1. Codes, Definitions and Standards: Section 01410. 1.4.2. Quality Control: Section 01450. 1.4.3. Building Official Notification: The material and installation shall conform to the applicable building code requirement and all authorities having jurisdiction. 1.4.4. Asbestos Free Certification: All new materials and products installed as part of this work shall be certified to be free of asbestos in accordance with the requirements of Section 01700. Each Supplier and subcontractor shall warrant to the Contractor that materials and products provided by them are free of asbestos. 1.4.5. Installer Qualifications: Sprayed -on fireproofing work shall be performed by a firm having two years experience in the installation of the material specified herein in projects comparable to this project. The firm shall be approved to apply the specified material by the manufacturer of said materials. 1.4.6. Field Quality Control: The Owner shall engage an independent testing laboratory to inspect and test the completed installation to determine compliance with the Contract Documents, Codes, and all requirements per the Tukwila Building Department. 1.5. PRODUCT HANDLING 1.5.1. Delivery: Deliver materials to project site in manufacturer's unopened containers or packages, fully identified as to trade name, type, grade or other identifying data, and bearing the UL label. 1.5.2. Storage: Material shall be stored in a dry place, off the ground, and away from any material subject to sweating or other damages. Stock of material is to be rotated and used before its expiration date. 1.5.3. Damaged Packages: Damaged packages found unsuitable for use will be rejected and shall be removed from the jobsite. 1.6. ENVIRONMENTAL CONDITIONS An air and substrate minimum temperature of 40' F shall be maintained for 24 hours before and after the application of the fireproofing. Contractor shall provide adequate water volume and pressure for the application of the fireproofing. Contractor shall provide heat and ventilation necessary to dry product as required. Page 2 of 5 Cornerstone Architectural Group, P.S. A M !741w 'mft.+M.lM.'F.�'1�nerma Sorm2 .mt 1. ,romttx..114v7 }ns didM R�!fSi4S! Group Health Coperative Riverton Operations Center West — Building A 6 October, 2000 Page 3 of 5 Cornerstone Architectural Group, P.S. Section 07810 Fireproofing 1.7. PROTECTION 1.7.1. Conduct spraying operations in a manner which protects persons and property in the vicinity against exposure to sprayed -on materials by complying with the latest rules and regulations of governing local, state and federal agencies. 1.7.2. All exterior openings and areas to be sprayed shall be covered during application with tarpaulins or similar closures and protected until building is enclosed. 1.8. FIRE RESISTANCE RATING 1.8.1. Ratings: Fireproofing shall be applied to a thickness to provide the following unrestrained ratings: one hour. 1.8.2. Thickness: Applied thickness shall be in conformance with specific approved test criteria and be as specified. 1.8.3. Density: Density of applied material shall be as specified in accordance with acceptance criteria listed herein or specified in applicable drawings. 1.8.4. Test Criteria: Approved test criteria shall be ASTM E119. 2. PRODUCTS 2.1. MATERIALS 2.1.1. General: Provide all fireproofing by the following manufacturer, or approved equal. Zonolite Division, W.R. Grace and Company Fireproofing: Monokote, cementitious type 2.1.2. Fireproofing Types: Factory compounded mixture of mineral fibers with integral inorganic binders, or factory mixed cementitious materials with aggregate, certified by an officer of the manufacturer to be free of all forms of asbestos, including actinolite, amosite, anthopnyllite, chrysotile, crocidolite, and tremolite, and complying with minimum requirement of tests listed in Part 1. 2.1.2.1. Sprayed -on Fireproofing: Provide self - adhesive type without the use of organic adhesive or mechanical fasteners on the substrate, except where required by laboratory test. Provide minimum thickness as may be required to fulfill the fire rating shown, or as required by the appropriate authority having jurisdiction. 2.1.2.2. Density: To be determined in accordance with ASTM E605. 2.1.2.3. Sealer for Sprayed Mineral Fiber: As recommended by the manufacturer of the fireproofing; sealer shall be fungus resistant and have a flame spread of 25 or less as per V 0, CO a cn 0 2 a CO s; F . 1— o z o �' . 0 I--` w W z � o Group Health Coperative Section 07810 Riverton Operations Center West — Building A 6 October, 2000 Fireproofing ASTM E84, when used in conjunction with approved fireproofing products. 2.1.2.4. Water: Water shall be clean, fresh, and suitable for domestic consumption. 3. EXECUTION 3.1. PREPARATION 3.1.1. Surface Preparation: All surfaces shall be thoroughly cleaned to receive spray fireproofing, so that no mill scale, dirt, grime, oil, grease, dust, loose rust or paint, or other foreign material are present, which will impair satisfactory bonding of the sprayed -on fireproofing to the steel. Any cleaning required shall be accomplished just prior to the application of the fireproofing. 3.1.2. Area Preparation: Provide all necessary measures for protection of workmen and public, as required under the regulations of the US Occupational Safety and Health Act (OSHA) and applicable location ordinances and /or code regulations. Provide protection for workmen applying fireproofing and for other workmen who are in the vicinity of application or mixing operations. Enclose exterior openings at areas where spray application will be in process. Provide masking, drop cloths, or other satisfactory coverings for all materials which are not to receive fireproofing so as to prevent damage from contamination from overspray or fallout of materials. Clean or replace any materials so damaged or contaminated to the satisfaction of the Architect. 3.1.3. Temperature: When the prevailing outdoor temperature at the building is less than 40 degrees F., an interior substrate temperature of 40 degrees F. shall be maintained for 24 hours prior to, during application and for a minimum of 24 hours after application of sprayed fireproofing. If necessary for job progress, provide enclosures with heat to maintain the minimum temperature. 3.1.4. Ventilation: Provide natural ventilation to properly dry the sprayed fireproofing during and subsequent to its application. 3.1.5. Work of Other Trades: Clips, hangers, supports, sleeves, preassembled brick panel connections and other attachments to the fireproofing bases, as covered under other sections of the specifications, are to be placed by other trades prior to the application of the fireproofing material, when such installations can be anticipated and accommodated in advance. Ducts, piping or conduits or other suspended equipment that could interfere with the uniform application of the fireproofing material are to be positioned after the application of the sprayed fireproofing, unless the fireproofing applicator agrees to their installation prior to fireproofing. 3.2. INSTALLATION 3.2.1. General: Application shall not start until certification has been received from the Contractor certifying that surfaces have been inspected by the applicator and are acceptable to the applicator to Page 4 of 5 Cornerstone Architectural Group, P.S. A NwfrA xy m'mq w4rof "M Site' M7 _+ . mrrt.s %t `lret 5win +!gin oMiv�xta:r!cfkS.M°1 . , . A Group Health Coperative Riverton Operations Center West — Building A 6 October, 2000 receive sprayed fire protection. Coordinate with other trades to ensure that the application of fireproofing is made prior to the installation of ducts, piping, conduit, and other suspended work. Contractor shall provide qualified personnel for the purpose of supervising the application. 3.2.2. Application: 3.2.2.1. Equipment, mixing and application shall be in accordance with the manufacturer's specifications and application instructions. Material and water ratio shall be mechanically controlled on the project site. Material shall not be retempered. 3.2.2.2. Fireproofing shall be applied by a spray machine designed for this purpose. The materials shall be applied in one coat, doubling back where thickness requires. Double back operation shall not be less than 4 hours after first coat is applied. 3.2.2.3. Contractor shall control thickness, utilizing workable depth gauge to meet minimum thickness as required. The Contractor shall cooperate with the Owner's inspector in furnishing samples for test. 3.2.2.4. The application shall be completed in one area prior to removal of application equipment and proceeding with additional areas. 3.3. PATCHING All patching and repairing of sprayed fireproofing and fireproofing /thermal insulation composite systems, due to cutting or other damage by other trades, shall be performed under this section and paid for by the trades that performed the cutting or other damage. 3.4. CLEANING After completion of fireproofing work in any area, equipment shall be removed and walls, floors, ceilings, and all other surfaces not to be sprayed fireproofed shall be scraped and cleaned of deposits of sprayed fireproofing material, to leave all non - fireproofed surfaces free of sprayed fireproofing residue. 3.5. PROTECTION The Contractor shall take all necessary precautions required to protect the installed fireproofing from damage by all weather elements. Any fireproofing found unacceptable due to damage by weather elements shall be repaired at not extra cost to the Owner. END OF SECTION 07810 Page 5 of 5 Cornerstone Architectural Group, P.S. Section 07810 Fireproofing 0 Group Health Cooperative of Puget Sound EMERGENCY PLAN For RIVERTON OPERATIONS CENTER NORTH (Building A) 12401 East Marginal Way South, Tukwila, Washington And RIVERTON OPERATIONS CENTER SOUTH (Building B) 12501 East Marginal Way South, Tukwila, Washington October 31, 2000 RECEIVED CITY OF TUKW" A Nov - 1 2000 PERMIT CENTER Table of Contents Topic Page(s) Critical Information & Supervisory Staff 3 Objectives of Emergency Plan 4 General Description of Building 5 -7 Emergency Director 8 -9 Deputy Emergency Director 10 Emergency Response Personnel 11 Incident Specific Instructions 12 -23 Fire 12 Earthquake 16 -18 Bomb Threat 19 -21 Hazardous Materials Spill 22 Medical Aid 23 Apendices 24 -28 Handicap Evacuation Techniques 24 -25 Instructions to Operate Fire Equipment 26 Fire Drill Procedures 27 -28 Riverton Operation Center Emergency Plan 2 October 31, 2000 CRITICAL INFORMATION & SUPERVISORY STAFF Emergency Phone Numbers EMERGENCY AGENCIES FIRE DEPARTMENT 9 -911 Non - Emergency 9- 206 -575 -4404 POLICE DEPARTMENT 9 -911 PARAMEDIC /AMBULANCE 9 -911 EMERGENCY SUPPORT SERVICES POISON CONTROL 9- 206 -526 -2121 FIRE ALARM MONITORING STATION (Honeywell) 9- 206 - 232 -7620 ELECTRIC TROUBLE (Seattle City Light) 9- 206 - 625 -3000 INSURANCE COMPANY (FM Global) 9- 888 - 247 -9062 EMERGENCY SERVICE COMPANIES FIRE ALARM MONITORING (Honeywell) 9- 206 - 232 -7620 FIRE ALARM MONITORING (Siemens) 9- 425 -455 -3700 SPRINKLER SERVICE (Western States) 9-425- 881 -0100 EXTINGUISHER SERVICE AAA Fire and Safety 9- 206 - 284 -1721 ELEVATOR SERVICE (Montgomery KONE) 9- 206 - 285 -1313 CRITICAL BUILDING PERSONNEL EMERGENCY DIRECTOR - Jim Douma 206 - 988 -2712 ASSISTANT EMERGENCY DIRECTOR - Ned Worcester 206 -448 -4747 Security 206- 901 -6010 GHC CRITICAL PHONE NUMBERS SECURITY: On -site (24 Hours) 206 - 901 -6010 Communications Department: 24 hour beeper 9- 206 - 994 -9288 PUBLIC PAY PHONES: Location Number OTHER: Location Number Riverton Operation Center Emergency Plan 3 October 31, 2000 :w.:;x Nya:;4.c4 a. ».h,- :u.Y:ii.w.L:Z.t�:iL' wta.t+1+.+. }:i i::S ,�i•.5:.r a t;.,:es 3. .11 HAZARD PREVENTION To minimize the effects of an emergency by the control of hazards in the building and the maintenance of the building's emergency facilities provided for the safety of the occupants. EMERGENCY EVACUATION To establish a systematic method of a safe and orderly evacuation of the building, by its occupants, in case of fire or other emergency. To facilitate the evacuation, the following infrastructure of key emergency personnel, comprised of building staff and tenants, has been established within the building: Security 1 - monitors access, lobby exits and response Security 2 - dispatched to respond to building emergencies Floor Wardens - at ROC in charge of department response and appointment of stairwell monitors if needed Deputy Floor Wardens - backs up floor warden Assistance Monitors - assigned to people with disabilities in cases of emergency Searchers - search department areas to ensure complete evacuation TRAINING With the exceptions of some lists, tables, and charts, this Manual is not intended to be relied upon during an emergency because of the explicit nature of its instructions. However, it is intended to be utilized as a training aid, prior to an emergency occurring, so that procedures are second - nature. The explicit instructions ensure that the intent of the procedures will not be misinterpreted. FIRST AID TRAINING First aid training is provided to Security Officers. GHC also can provide first aid training to staff. To schedule first aid training and CPR call the Education Coordinator in the Quality Improvement Department at 206 - 326 -2761. Riverton Operation Center Emergency Plan OBJECTIVES OF THE EMERGENCY PLAN 4 October 31, 2000 GENERAL DESCRIPTION OF THE BUILDING IT'S SAFETY FEATURES AND COMMUNICATIONS SYSTEMS GENERAL DESCRIPTION OF THE BUILDING The Riverton Operations Center North is a two story 88,000 square foot administration building owned by Sabey Corporation and leased to Group Health Cooperative. It is located at 12401 E. Marginal Way South in Tukwila. The administration building is principally constructed of steel and concrete. Interior rooms are primarily constructed of drywall on metal studs, with a suspended tile ceiling. FIRE ALARM SYSTEM ROC North has a Honeywell, supervised fire alarm system. The fire alarm has the following features incorporated within the system: - automatic detection - zone indication - manual activation - sprinkler flow detection - smoke control interface The fire alarm panel is located in the main lobby. There is an intercom system throughout the building to assist with communications from the Security Office. Pull stations are located throughout the building in common areas and departments Alarms are located throughout the building. When the fire alarm system is activated, a continuous general alarm will sound throughout the entire building, signaling the occupants to evacuate. Because the fire alarm system is supervised, any abnormalities will cause a trouble in the system and a trouble alarm in the main panel. The system uses exit and emergency lighting with self - contained batteries. The alarm system is monitored by Honeywell Alarm, who in turn are instructed to notify the Fire Department. Exit System and Assembly Areas There are 3 above - grade, exit stairwells located on the east and west, and central core of the building. All floors have been designated as crossover floors, in that access can be gained from one stairwell to another on these floors. Each exit door is clearly marked by an exit sign above the doorway. The locations of the stairwells are clearly marked. Once the occupants have evacuated the building, they are required to respond to the assembly areas. Assembly areas are located in: in the north lot away from the front entry in the south lot away from the entry In case of construction or other activities proceed to the next available area of assembly, making sure that entry to the building by the fire department, is not blocked. Riverton Operation Center Emergency Plan 5 October 31, 2000 COMMUNICATIONS Telephone The ROC is equipped with a telephone system that can be used to notify the Fire Department and contact building occupants. During a power failure all ROC North phones should continue to function because they are served by emergency generator power from ROC East. -Dial 9 -911 for emergency response by police, fire department or medics. -Do not call the Security office during a fire alarm. They will not answer. - Security staff have primary responsibility for life safety, and may issue orders for emergency evacuation whenever conditions warrant. Public Address All departments at ROC North and many public areas are served by a building public address (PA) system. Security may use the PA system to supplement their communications to the building during an emergency. Security may provide advance warning of fire testing using the intercom. Security may also be able to notify employees if a fire alarm was set off accidentally. Employees should not wait for announcements if the fire alarm activates. Portable Radios Security personnel are equipped with two -way portable radios that can be utilized in the event of a fire emergency. Security is also equipped with pagers. Emergency Power In the event of a power failure, emergency power is provided to the phone system only, through the ROC East Building. Emergency and Exit lighting will be provided by self contained batteries. Elevators The ROC has one hydraulic elevator to serve its occupants. The elevator has a phone that connects directly to the Security Office answering service. The elevator will recall to the first flow upon the activation of the fire alarm. FIRE EQUIPMENT Sprinklers Sprinklers have been installed to provide automatic fire suppression within the entire building. Sprinkler control and shut -off valves are located on the exterior corners of the building. The main sprinkler water shut -off to the entire ROC building is located near the west stairwell. Security has the key to the shut -off valves. Any activation of the sprinklers will also activate the building fire alarm. Alarms An audio and visual alarm activates throughout the ROC upon activation of the fire detection system, water flow, or activation of a pull station. Fire Department Connections Fire Department connections are located on the west side of the building in the parking lot. Fire Extinguishers Riverton Operation Center Emergency Plan 6 October 31, 2000 • LL 2 qq pr < 3F 2 o ' w w = -- v; u_0 N 0 ,z: , The corridors and office areas are equipped with ABC dry chemical fire extinguishers. The extinguishers have labels with instructions describing how to use the extinguishers, their age, serial number and what type of fire they can be used against. SMOKE CONTROL Smoke detectors are located within HVAC ducts to shut down the air handlers should smoke be detected. UTILITIES Electrical The main electrical disconnect switch for the building is located south of the foyer in the electrical distribution room. Water The main water shut -off valve for the building is located on the west side of the building. Security has a key. Riverton Operation Center Emergency Plan 7 October 31, 2000 '::43..a'.i+:Sii:�l.yS is:; '+•aix �r::.:r:+w'itki�iA�.rl ,i�a::�.. Name Jim Douma outlined in this Plan, as follows: EMERGENCY DIRECTOR (FACILITY OPERATIONS MANAGER) Title or Position Facilities Operations Regularly Assigned Location - ROC - 12400 E. Marginal Way South How notified of an Alarm Pager - 206 - 994 -0588 or 901 -6010 Normal Working Hours 8:00 -5:00 9 uJ O: EMERGENCY DUTIES OF THE EMERGENCY DIRECTOR g The Emergency Director will not participate as Supervisory Staff for the evacuation procedures � a 3 n of this building in the event of a fire alarm. = v ; . 1- w ADMINISTRATIVE DUTIES OF THE EMERGENCY DIRECTOR Z � The Emergency Director will be responsible for the administration and maintenance of the O� ` Emergency Plan that meets all the measures contained in the Code. The Plan shall be reviewed Ill ui and updated annually, or whenever building changes occur. All updated material shall be 3 o , submitted to the Seattle Fire Department. The Emergency Director is responsible for obtaining a i N '• list of Floor Wardens and their Deputies, and obtaining and issuing equipment necessary for the .01-1 successful performance of the Emergency Plan; i.e. traffic vests, flashlights, and megaphones for = 0. outside communications. He shall also resolve any hazards reported to him by Floor Wardens or IL O other personnel. tii Z The Emergency Director will also be responsible for the emergency response training activities of - z. building staff, Floor Wardens and other building emergency personnel to perform their duties z 1) Building Staff - Meetings /drills to ensure that staff members are proficient at dealing with an emergency. 2) Emergency Personnel - Annual training will be provided by the Emergency Director, or a certified consultant and will outline the duties and responsibilities of Floor Wardens; Stairwell and Assistance Monitors; Searchers; Building Response Teams; Exit, Lobby, and Access Control Personnel. All building emergency personnel will be issued some means of identification, such as hard hats, traffic vests, or arm bands. 3) Occupants - All tenants /occupants will be issued "printed material" relating to Emergency Procedures. In addition to printed materials, audio /visual presentations (acceptable to the authority having jurisdiction) are encouraged but may not be offered in lieu of written communication. In addition to training, the Emergency Director will coordinate and conduct annual fire drills (detailed in Fire Drill section). The Emergency Director shall ensure that there is adequate monitoring and control of all building systems and equipment and that the maintenance of these systems and equipment is being performed by qualified individuals, in accordance with the local codes. All hazards must be documented and appropriate action shall be taken to remedy them. Proper records shall be kept by the Emergency Director of equipment issued, lists of current Floor Wardens, number and quality of fire drills, training Riverton Operation Center Emergency Plan 8 October 31, 2000 periods, fire incidents in the building, fire prevention activities, list of physically disabled people and the minutes of emergency meetings. Riverton Operation Center Emergency Plan 9 October 31, 2000 DEPUTY EMERGENCY DIRECTOR Name Ned Worcester Title or Position Manager of Emergency Preparedness Regularly Assigned Location 521 Wall Street How Notified of an Alarm 901 -6010 or 206 - 689 -1930 Normal Working Hours 8:00 -5:00 EMERGENCY DUTIES OF THE DEPUTY EMERGENCY DIRECTOR The Deputy Emergency Director will not participate as Supervisory Staff for the evacuation procedures of this building in the event of a fire alarm. 8.7 Administrative Duties of the Deputy Emergency Director Assists the Emergency Director in the implementation of the Emergency Plan and shall assume the duties of the Emergency Director should the Emergency Director be absent. Riverton Operation Center Emergency Plan 10 October 31, 2000 SECURITY AND ENGINEERING EMERGENCY RESPONSE PERSONNEL Security and Engineering shall ensure that, during an emergency, the HVAC systems are shut down, elevators are not occupied, necessary utilities are shut down, and that the emergency personnel from Facilities and responding agencies are met and critical information regarding the incident is relayed; including incident nature, location and severity; injuries and handicapped persons; emergency systems in operation; and the known locations and status of building personnel and evacuees. EMERGENCY TEAM POSITIONS FLOOR WARDENS Responsible for the supervision of the Deputy Floor Warden and Stair Monitors in an orderly evacuation of their floor to the assembly area outside, should an evacuation be ordered by the Fire Department or Security Officer. Also responsible for communication with Security Officers on the status of his floor and the disposition of any handicapped persons who might need assistance. ASSISTANCE MONITORS Responsible for providing assistance, to those individuals on a floor that require assistance, to evacuate. These include the physically disabled; those suffering from heart problems, diabetes or some other medical problems; or those suffering from a panic- induced mental disorder such as anxiety. He reports directly to the Floor Warden. SEARCHERS Responsible for directing individuals from a quadrant of the floor area to the nearest stairwell monitor. He will then check his area for stragglers and report his findings to the Deputy Floor Warden. He reports directly to the Deputy Floor Warden. EVACUATION SUPPORT STAFF (SECURITY or staff designated to assist) Responsible for keeping the lobby area clear of evacuating occupants and bystanders. Responsible to ensure that the front entrance of the building is clear of pedestrians and cars, and that the Fire Department has clear, unimpeded access to the building. Responsible for ensuring that the ground level exits to the exterior of the building are clear of obstructions and that evacuating personnel are directed to the designated assembly area. Security staff are charged with the primary responsibility for life safety. They are responsible for making determination of evacuation or response step necessary, until they are relieved by Trammell Crow or Group Health senior staff with responsibility for life safety. Riverton Operation Center Emergency Plan 11 October 31, 2000 v C.) Cl) g u. f!) w w 0 u. a; to D; � n . 0 :; : 0 H uJ W ; -ii v N ': 0 INSTRUCTIONS TO OCCUPANTS FIRE PROCEDURES IF YOU DISCOVER A FIRE: • Rescue - anyone in immediate danger • Alert - by sounding the alarm or calling 9 -911 • Contain - by closing doors to prevent spread of smoke or fire • Evacuate - via the nearest exit or stairwell • Alarm pull stations are found throughout the building, generally close to exit routes. • Use stairwells to exit from the second floor, do not use elevators. AT THE SOUND OF A FIRE ALARM: • Follow the instructions of the Floor Warden. If no Floor Warden is present, then proceed to the nearest exit and evacuate down the stairwells. • Walk. Do not run. • Shut all doors behind you. • Proceed along corridors and down stairways in a quiet, orderly manner. Do not push or jostle. • If you encounter heavy smoke, keep low (crawl). Use the wall to guide you to the nearest exit. If smoke is heavily concentrated in the exit, do not attempt to exit by that means of egress. Proceed to an alternate exit. • When you have reached the outside of the administration building, move away from the doorway to allow others behind you to emerge from the exit. Proceed to your assigned assembly area. • DO NOT GO BACK INTO THE BUILDING FOR ANY REASON UNTIL THE FIRE DEPARTMENT HAS GIVEN ITS PERMISSION TO DO SO. If you are not able to evacuate independently, remain in your permanent work location and wait for your assigned Assistance Monitor. RESPONSE TO FIRE OR FIRE ALARM Purpose: To prevent the loss of life or injury, and to prevent damage to property. Immediate Tasks: • Person discovering, and people in vicinity of, fire: R.A.C.E. • Rescue - anyone in immediate danger • Alert - by sounding the alarm or calling 9 -911 • Contain - by closing doors to prevent spread of smoke or fire • Evacuate - via the nearest exit or stairwell All Staff: Evacuate upon hearing the alarm All staff and visitors will evacuate immediately via the nearest exit, moving away from the fire. Do Not Use Elevator. Once out of the building staff should gather to account for visitors and departmental staff. Close all doors to limit the spread of smoke and fire. Fire Department Riverton Operation Center Emergency Plan 12 October 31, 2000 should be met by security and brought to the scene of the fire if it is known, or to the alarm indicator panel to determine the location or source of the alarm. KEEP CALM. Visitors are looking to our staff for directions and assurances that they are not in danger. Security officer assigned to office (Security 1) should: • Proceed to the Security desk and dispatch Access, Lobby, and Exit Control personnel as they report to you. • Use the Security Incident form) to record vital information about the fire for the Fire Department upon their arrival. Information should include: • Zone of activation • Evacuated floors • Areas with handicapped or injured persons • Miscellaneous information Security Officer on patrol (Security 2) should: • Contact Security Officer 1, via telephone, portable radio, or in person, and ascertain the location of the alarm from the Security Officer. • Proceed to the floor of alarm activation (via the stairwells) and verify that a fire condition does indeed exist. Communicate any details with Security Officer 1. • If a fire exists and you are not endangering yourself, assist the Floor Warden in attempting to contain it (providing you are not endangering yourself and have adequate training on that equipment). • If you cannot control the fire, or if the smoke is too thick to remain in the area, close the doors behind you and exit the area, then inform the Security 1 of the fire's progression and/or any special problems, such as trapped or physically disabled persons, via telephone, portable radio, or in person. • If you arrive in the zone of alarm activation and there are no visible signs of fire or smoke, do a complete search of the area with the assistance of a Floor Warden (if his area has been evacuated). Check the following areas: • washrooms • mechanical rooms • offices • above false ceilings • Report your findings to Security Officer 1 via telephone, portable radio, or in person. Note: Security Staff has primary responsibility for all life safety issues, unless relieved of that responsibility by Fire Department, Facility Manager, or other senior TCC or GHC staff. Security may direct any response necessary to protect life and property; including the evacuation of those departments which have remained staffed to meet critical or customer needs. Floor Wardens, upon hearing an alarm: • Put on your identification, if readily available, then link up with the Deputy Floor Warden. • The Floor Warden and Deputy Floor Warden should monitor their department areas to insure that all emergency response personnel are in place. If your Deputy or one of your other designated personnel is not present, then assume those duties. If in your determination, you cannot perform your functions and the newly assumed duties, then Riverton Operation Center Emergency Plan 13 October 31, 2000 appoint someone to the vacant position and give that person a quick explanation of his duties. • All emergency response personnel should go immediately to their stations. • Instruct all individuals attempting to use the elevator to the nearest safe exit stairwell. • Ensure the Assistance Monitors have linked up with their assigned physically disabled person and is assisting them to the response point. Any ambulatory disabled persons who have arrived at the response point should be instructed to stand by. • Floor Warden and Deputy should systematically inform the tenants to report to the Stair Monitors at the nearest stairwell entrance. Assistance Monitors shall: • Proceed to your designated physically disabled individual and assist the individual to the inside door of the nearest stairwell. • If you are on the first floor escort your physically disabled individual to the nearest assembly area. • Advise the Floor Warden that you are standing by, then wait for further instructions from the Security Officer. • If you are unable to locate your designated individual, proceed to the elevator lobby on your assigned floor and report your findings to the Floor Warden. • If ordered to evacuate your floor, wait until occupants from higher floors have descended down the stairwells, then move your physically disabled individual onto the stairwell landing and await assistance from the Fire Department or Building Response Teams. • Confirm that the Floor Warden has advised the Security Officer and that assistance is on the way. Any Emergency Response staff upon finding or being informed of a fire: • Get everyone out of the room or area, activate the nearest manual pull station and close any doors behind you. This may help to control the fire by cutting off its oxygen supply, as well as limiting the spread of smoke to adjacent areas. • Ensure your emergency response team is at their assigned positions. • Assist in evacuating the occupants of your floor into the stairwells as quickly as possible. Use the nearest stairwell, unless that stairwell is close to the fire area. • Do a quick check of the offices and washrooms, then after the occupants have evacuated the floor, instruct employees to vacate the floor area. • Respond via the nearest safe stairwell /exit and via an outside route meet the Security Officer outside the front door of the building. In the unlikely event that stairwells are inaccessible due to fire or smoke: • Calmly get all the people into one of the office spaces on your floor. • Dial 9 -911 on the nearest telephone and advise the Fire Department of your floor number, if you're in immediate danger, and anything else that may assist the Fire Department to effect a rescue. • Close the door(s) leading into the room or area, then take cloth, paper, strips of clothing, etc. and wedge them into the cracks around the door(s) (and wherever else smoke may enter the room). • Stand by for rescue from the Fire Department. Any Engineering staff should: • Respond to alarm area, bringing fire extinguisher. Riverton Operation Center Emergency Plan 14 October 31, 2000 9 (0 ti uw 0 J - a' ; Z I- LL! uj 2 DE N ' 0 F- w O u Z : 0 i N, ol-- Z • Secure area. • Attempt to isolate and control spread of fire. • Ensure that evacuations of the area are being completed. Intermediate Tasks: Security Staff: • Assist Fire Department with any needs and ensure that status is regularly communicated. • Notify on -duty or on -call Engineer, if not currently present, of alarm and any status. • Communicate status with Floor Wardens, including the all- clear, to allow re -entry by staff. Floor Wardens: • After Searchers or the Floor Wardens have cleared their sections of the floor, they shall respond to the assembly area for their department to assure all employees are accounted for. • At least one Searcher and Floor Warden from each assembly area are then to proceed to the ROC main entry to obtain the status of the emergency. • Upon being instructed by Security, Searchers and Floor Wardens shall communicate with their department or provide an all clear signal to employees so they can re -enter the building. Extended: • In the event of any fire or smoke damage, The Facility Operations Manager in coordination with the Team Leader or facility administrator will determine the needs for cleanup and repairs. Notes: Evacuation techniques for mobility impaired are found in an appendix. Riverton Operation Center Emergency Plan 15 October 31, 2000 In the event of an earthquake at Riverton Operations Center North, building occupants shall react in the following manner: 1. Take immediate cover under tables, desks, or crouch against an interior wall (do not stand in a doorway because you become a silhouette for a shrapnel hazard) that will offer protection against flying glass or debris. Keep away from windows to avoid flying glass. Do not stand under light fixtures, near stock shelves, etc. 2. Do not leave cover until instructed to do so. 3. After a major shock, evacuate the building as in a fire, if so directed by the Security Officer or by your Floor Wardens. REMEMBER, additional shocks or tremors may occur. 4. Keep calm. Do not run outdoors. Watch for falling debris or electrical wires when leaving the building. 5. Proceed to the designated assembly area, if it is safe to do so. If you are not able to evacuate independently, remain in your permanent work location and wait for your assigned Assistance Monitor. 6. If fire occurs, activate the nearest fire alarm pull station (as the system may still be functional), and follow procedures outlined in the previous "If you discover a fire" section. 7. If qualified, render first aid. If not qualified, assist those rendering/requiring first aid. 8. Report any missing persons to Floor Wardens, as they will relay information to the Security Officer. 9. Telephones are to be reserved for emergency use only. Riverton Operation Center Emergency Plan INSTRUCTIONS TO OCCUPANTS EARTHQUAKE PROCEDURES 16 October 31, 2000 EARTHQUAKE Purpose: To prepare staff to respond to an earthquake while in the workplace. Immediate: During the earthquake tremors • Drop to crouching positions • Cover: Get under strong desk if possible. If outside, avoid buildings. • Hold arms securely over head and grasp secured object until tremor subsides. im General Instructions: v V • Instruct co- workers and visitors to Drop, Cover, and Hold. N g • Beware of falling objects: light fixtures, ceiling tile, computers, shelving units. w • Broken glass, water, or chemical spills may cover the floors. w u : • Electrical hazards and wet/broken wires may be present. w 0 • Avoid exiting downstairs or attempting to use elevator during tremor. �` • Avoid standing in doorways or near windows. u < , = Cy Intermediate: I- w • After tremors subside, observe basic safety. Proceed carefully and remain calm. ? • Survey the area for injured persons. Assess. Provide emergency first aid as appropriate. 0, H • Check for people who may be trapped in offices or storage areas. w w ! • Use fire alarm to signal evacuation if there is fire or smoke. R o ; • Leave all doors open. : • Check to see if power has been interrupted to critical equipment. w ~' • Avoid damaged electrical wiring. i 0 , • Do not touch wet electrical items. LL I- - • Turn -off and unplug unnecessary equipment. � Z, • Check for telephone operation. Return receivers to hooks as soon as possible. H • Be alert for potential chemical hazards, fires, gas leaks, broken water lines. p • If you smell gas, open doors and windows, if possible. Turn off gas or water lines to immediate area. • Allow no open flames. • Implement water conservation measures. Do not flush toilets. Do not use tap water until you know it is safe. • Inventory equipment and supplies for damage assessment. Security (or persons designated to assist) • Cordon off damaged areas. • Provide traffic /crowd control • Direct personnel to appropriate areas. • Secure evacuated areas against vandalism. • Ensure that any victims are gathered in a safe area and receive medical aid. • If necessary, dispatch runners to summon emergency aid from fire or police • Listen to local news -radio or television stations to learn of community impact. Facilities /Engineering • Assess and inventory operational status of existing systems • Electricity Riverton Operation Center Emergency Plan 17 October 31, 2000 m7P. tax+ c, n.:. r�, x,: r:: n�. arztis�, Uwx&:.:+.' kYi:;. 1R3URt1W .1.+tx�i.'1 list. • Communication • Water • Heat • Sewer • Update Group Health Emergency Operations Center of above findings. • Activate back -up systems as needed. • Document property damages as soon as possible - structural damage may need an engineering analysis. Extended: Earthquake Aftermath • Expect after - shocks that can cause additional structural damage. • Preserve essential supplies, equipment and records. • Resume essential clinical functions. Instructions for Search and Rescue: • If there is structural failure, with the possibility of trapped people and the Fire Department is not on the scene, then initiate the following procedures: • Take a few minutes to conduct site reconnaissance, then deal with surface casualties. • Search for casualties on the fringes of the damaged area. Locate, render first aid, and then remove lightly trapped casualties. Maintain contact with those people who can be seen or heard but not reached at this time. • Call and listen as you explore likely survival points, and rescue all persons from within the ruins that can be seen or heard. Take time to render first aid before moving, unless they are in immediate danger from falling debris, or further structural collapse due to after - shocks. • Continue exploring the ruins and selectively remove debris from the locations where survivors are most likely to be found. • Strip debris from selected areas until all supposed casualties are accounted for. This may include the removal of body parts and the dead. Identify areas within the building that you have searched with paint, flags or anything else that is easily visible. Also mark buildings where you suspect bodies may be located. Note: Never enter dangerous areas alone. Always ensure that another member of your search team is with you and that others know where you are going. Riverton Operation Center Emergency Plan 18 October 31, 2000 Purpose: Procedure for handling a telephoned bomb threat to prevent harm of staff, visitors and property due to a threatened or actual explosive device. Immediate: If a bomb threat is received by telephone: • Attempt to keep the caller on the line. • Follow the Bomb Threat Checklist (found in this manual) during the phone call. • Ask other staff to notify facility operator, or administrative offices, while keeping the caller on the line. If no other staff is available, call Security as soon as possible. • Security will announce "Code Bravo" three times as an overhead page , or will call departments as directed to do so; and will notify: • Facility Manager • Security Manager • Engineering • Police department Security Manager or Officer: • Meet at location of person who received the threat. • Interview the person who received the threat to determine credibility of threat and any details about the call. • Then determine next steps; (i.e. notification of specific areas/departments to initiate a localized search and notification of police). • In the absence of clear communications by TCC or GHC leadership, it will be the decision of the Security Officer as to whether or not to evacuate the administration building, unless the police make that decision for him. Intermediate: Security/Engineering staff (if available) • Collaborate with responding authorities to initiate search procedures, initiate evacuation and secure the area. • Bombs are most often found in unlocked areas open to the public, such as reception rooms, restrooms, corridor closets, boiler rooms, elevator shafts and refuse containers. • If an area has been targeted by the individual making the threat and the police have not given any recommendations, then: • Initiate search procedures. Remind them not to utilize anything that may emit radio signals while searching. • Advise the Floor Wardens in that area, via the telephone or in person, to evacuate all occupants and non - essential personnel from their area, and then assist with a search of the area. • Advise all other Floor Wardens, via the telephone or in person, to immediately evacuate their areas of occupants and non - essential personnel. Riverton Operation Center Emergency Plan BOMB THREAT -- CODE BRAVO 19 October 31, 2000 "4' Floor Wardens shall: • Do not panic. Follow the directions of the Security Officer. • Gather your Deputy and Monitors, then check exits and evacuation routes for suspicious packages, prior to an evacuation taking place. w re • If you have been ordered to search your area for suspicious objects, systematically D search your area, concentrating first on areas accessible to the general public. These c.) § areas will include corridors, elevator lobbies, public washrooms, under stairwells, co within fire hose or extinguisher cabinets, within unlocked closets or utility rooms. N w • If a suspicious package is found DO NOT DISTURB IT in any way. Contact the co Security Officer, via an appointed runner or telephone, and follow instructions. w 0 • If ordered to evacuate the occupants from your floor, instruct the occupants to take 2 P Y � p their briefcases, lunch boxes, purses and small packages with them. g Q . • This will decrease the number of packages to be examined by search teams, if a N D suspicious item has not already been found. i w • Evacuate the occupants in your area to the nearest safe exit in the same manner as z you would during a fire evacuation and send them to the assigned assembly area. O ( • Proceed to the 1st floor fire alarm panel behind the reception desk and advise the w w Security Officer of the status of your designated area, any injuries and the extent of > o your search. U N_ • Proceed to the designated assembly. Do not run outdoors. If the assembly area is o f within 100 meters of the building, move the occupants to an alternate assembly area w uJ outside of that distance. 2 • Report any missing persons to the Security Officer. O • Iii Z U � ; 0 ' Z Staff • If a time was also mentioned by the caller of the bomb threat and it is getting close to that time (within 15 minutes), advise Search Personnel to suspend search activities and evacuate the administration building via the nearest safe exit. If a "Code Bravo" is announced or a suspicious package is found, staff should: • Search in familiar areas, but do not touch or move a suspicious object such as packages, boxes, envelopes, etc. • Areas should be searched using specific room scanning techniQees: corner to corner floor to waist (most items in a room are at this level, so this is the most time consuming. waist to head head to ceiling • Upon finding a suspicious package. • Cordon off immediate area under suspicion and report additional information about the bomb threat to Security, trying not to alarm patients and visitors. • Be aware of staff and visitors who may need to be evacuated and report any suspicious behavior. • Upon finding a suspicious package, inform Security of the location. • Security will relay any information about the suspicious package to FOM, • Security Manager, and police. Riverton Operation Center Emergency Plan 20 October 31, 2000 Extended: In the event of an explosion, continue to evaluate the emergency situation; implement other procedures (fire, hazcom, etc.) as needed. If no device has been found, the Security Officer, in conjunction with the Police Department, GHC Leadership and Facility Operations Manager, must make the decision as to whether or not to allow the occupants to return to the administration building and announce a false alarm. When A Bomb Threat Is Received: Listen. Be calm and courteous. Do not interrupt the caller. Obtain as much information as you can. Initiate call trace action (where possible) and notify your responsible authority by pre - arranged signal while the caller is on the line. For telephone tracing call: Ouestions To Ask: What time will the bomb explode? Why did you place the bomb? Where is it? What does it look like? Where are you calling from? What is your name? Threat Recipient's Particulars: Name: Sect./Br./Dept: Person to contact: Telephone RECORDED DATA: Date: Time: Duration of Call: EXACT WORDING OF THREAT: Identifying Characteristics: Sex: Estimated Age Accent (Eng., Fr., etc.) Voice (loud, soft, etc.) Speech (fast, slow, etc.) Diction (good, nasal, lisp, etc.) Manner (calm, emotional, vulgar, etc.) Background noises: Voice was familiar Caller was familiar with area Figure 1 - Bomb Threat Telephone Check List Riverton Operation Center Emergency Plan 21 October 31, 2000 HAZARDOUS MATERIALS OR CHEMICAL SPILL Security officers and engineers receive training in hazardous spill response. Depending on the nature of the spill they will respond differently. A flowchart shown below shows the decision making process. Spills do not cause an automatic evacuation of the building, however, if the Security officer or engineer determines that a spill could be harmful to the ROC population at large, the building will be evacuated and the fire department will be called. Often the spill will be small enough to contain, or it may be of a size and nature that only requires an evacuation of the immediate area of the spill. Immediate: m Wi m u .t In the event of a spill: W O • Isolate the area around the spill • If anyone has come in contact with material, refer to MSDS, and begin PJ u. Q • first aid Contact 3E corporation for MSDS and first aid information 1- 800 - 451 -8346 m a • Call Poison Control if necessary 206 -526 -2121 F— w z Security and Engineering: O • Make sure that MSDSs are available to the Hazmat Emergency Response Team upon w w their arrival, then follow their instructions. dz 3 M Cr • If the spill is small and your building staff can contain the spill without endangering ;V N• O — themselves, apply absorbent and contact environmental services for clean -up. o i— • Document the incident using the Incident Record Form contained in this Manual. '. W W • If the spill cannot be contained or is a flammable material in large Amounts, or the chemical poses a health risk to ROC staff (i.e. releases toxic vapors or employees - O show symptoms of overexposure): ii u • Phone the Fire Department at 9 -911 and advise them of a chemical spill and the nature of the chemical involved (see Hazardous Chemical Section at the back of this z document). Contact the Facilities Operations Manager and Senior Facilities Operations Manager. Advise them that you are going to activate the fire alarm system to clear the building. Activate the fire alarm system to evacuate the building. If there is evidence of chemical fumes escaping the building into the atmosphere, ensure that the assembly area is not downwind from the building (moving it if it is). • Confirm that the fire alarm has shut -down the air handling units, to prevent the spread of fumes through the air handling system. Intermediate: • Notify Safety Manager, and Emergency Preparedness Coordinator • Notify Facility Operations Manager to ensure any clean up necessary is undertaken. Extended: • Open full access to building as released by clean up team Riverton Operation Center Emergency Plan 22 October 31, 2000 MSDS SHEETS MSDS sheets need to be kept and maintained by each department with hazardous chemicals. It is preferable to have paper copies of MSDS sheets. These need to bound in a notebook, which is to be accessible by employees at all times. In an emergency MSDS sheets can be provided by Group Health's vendor, 3E. The 3E phone number is 1 800 - 451 -8346. MEDICAL AID OR INJURY Immediate: • Assess if the injury or illness is life threatening. • Render basic first -aid and life support if appropriately trained • Call 9 -911 for fire department medical aid • Call Security to inform them that Aid will be arriving. Security • Notify all security staff on -site of incident • Bring First -Aid equipment to patient and render aid, or assist others rendering aid. • One officer should wait at lobby to escort Aid crew to the patient • Ensure there is access to elevator if necessary Riverton Operation Center Emergency Plan 23 October 31, 2000 u olr:;t iai: i. ui.: �k:.unc..w:n- '+..,:unJw..K:iski w'.M t.M w",t`u �. wJrh.:^ �P' N4Su�r1i .ALx::e:'stJ.u.:ri.l.ruwLUU �.i<1uii.rf.ualv. L.Y..i:u.:.::a.n.:ra.9�:L ".� HANDICAP EVACUATION TECHNIQUES Appendix I In the event that a disabled person needs assistance, the Floor Warden will be responsible to see that assistance is provided by pre- assigned Assistance Monitors, or by assigning floor occupants to that individual should Monitors not be present. In most cases, the disabled individual will have some means by which their evacuation may be facilitated. However, if that means becomes unavailable, or the disabled person's condition is due to injury caused either directly or indirectly by the fire condition, occupants may have to manually assist the disabled person to the nearest safe exit. The following are examples of some techniques that may be used to transport a disabled person to the exits. One Person Carries: 1. The Blanket Drag a) Spread a blanket alongside the disabled person, with approximately one half gathered lengthwise into pleats. b) Extend disabled person's arm opposite the blanket, overhead (this will cushion his head and make it easier to roll the person). c) Roll person on his side and pull pleated portion of blanket close to person's back, then roll person onto the blanket and then onto his other side with opposite arm extended. d) Smooth pleats, then roll person back onto his back and wrap him snugly in the blanket with his arms wrapped at his sides. e) Grasp a portion of the blanket beneath the person's head and drag person to safety, making sure to support the head and avoid bumping it. 2) The Clothes Drag a) Grasp the clothes behind the disabled person's neck. Be careful not to pull the clothing tightly around the person's neck, obstructing circulation or breathing. b) Support person's head with your forearm and keep it as close to the floor as possible, then drag person to safety. c) If you must move the person down flights of stairs, then cradle the person's head and shoulders in your arms, with the head being kept as close to the stairs as possible. 3) The Fireman's Drag a) Place disabled person on their back and tie their wrists together with a belt or soft rope. b) Kneel and straddle the person, then place person's tied wrists over your neck. c) Raise the upper part of your body and lift the person's shoulders clear of the floor. d) Crawl on your hands and knees to safety, dragging the person with you. NOTE: This method has the advantage of keeping the rescuer close to the ground with the disabled person, where in the event of a fire, the air would be less contaminated. Unfortunately, this method provides little support for the head and neck and should be avoided if the disabled person is injured or unconscious. Riverton Operation Center Emergency Plan 24 October 31, 2000 Two Person Carries: 1) The Chair Lift a) Lay disabled person on their back and slide a chair under their buttocks, until person is in a sitting position but still Tying on the floor. b) Put person's hands on their lap, then slowly raise chair into a vertical position. c) Rescuers may then pick up the chair (either side by side, or front and back) and proceed to safety. These are but a few examples of transporting a person to an exit. For further information contact the Fire Department or Emergency Health Services. Riverton Operation Center Emergency Plan 25 October 31, 2000 Appendix II INSTRUCTIONS TO OPERATE FIRE EQUIPMENT Instructions To Operate Fire Extinguishers The building is equipped with ABC dry chemical fire extinguishers. These extinguishers are important at limiting or stopping the spread of fire, providing the follow conditions are met: 1) The extinguisher is located in a visible and easily accessible location, and is in good working order. 2) The extinguisher must be rated for the type of fire that is most likely to occur. 3) The fire must be discovered while it is still small enough to extinguish, without endangering the operator. 4) The fire must be discovered by someone that is ready, able and willing to utilize a portable fire extinguisher, preferably with some sort of training. Once the aforementioned criteria have been met, a small fire can be extinguished as follows: 1) Remove the extinguisher from its bracket on the wall and check its gauge to make sure that it is charged, before attempting to use it on the fire. 2) Place yourself between the fire and a safe exit, then pull the pin at the top of the extinguisher, beside the handle (sometimes twisting the pin will assist in breaking the tamper seal that holds the pin in). 3) Cautiously approach the fire, keeping low to avoid the heat and smoke. 4) From a distance of ten (10) to twenty (20) feet (depending on what type of extinguisher you use), activate the extinguisher by squeezing the handle and aim the nozzle at the base of the fire. 5) With a sweeping motion, apply the extinguishing agent to the base of the flame. Riverton Operation Center Emergency Plan 26 October 31, 2000 FIRE DRILL PROCEDURES Preamble Important Check Points Appendix III In order for your Fire /Life Safety Program to be effective, it is necessary that all supervisory staff within the building participate in a comprehensive training program approved by the Fire Department. This program should include lectures and handouts and be followed -up by a fire drill to reinforce what you have learned. This fire drill will also provide an opportunity to provide practical training to all building occupants and receive feedback from those occupants on the logistics of your Emergency PIan.The Group Health Cooperative fire safety policy requires MANDATORY fire drills be conducted at least twice per year. Documentation of all drills shall be provided to the Fire Department, upon their request. All occupants should go to the first floor and proceed to their designated assembly point. This will allow occupants to become familiar with their stairwell system and how it exits the building, as well as what their evacuation routes will be to the assembly areas and how communications will be established. The first series of drills must be announced in advance, as preliminary weakness may be present and the emergency procedures fine tuned. The pre- announcement of subsequent drills will be at the discretion of the Emergency Director, based upon the number of new Floor Wardens and support staff, as well as tenant considerations. The responsibilities associated with the positions of Security Officer, Building Response Teams, Floor Wardens and Emergency Support Staff are numerous, critical, and shall not be taken lightly. The persons assigned to these positions must have the full support and cooperation of their management personnel. They must have supreme authority during an emergency and this authority must be clearly defined and understood by their associates. The emergency personnel within the building must be provided with some form of identification to establish their authority during an emergency (such as an armband, vest, hat, etc.). It is the responsibility of the Emergency Director and his emergency support staff to conduct, critique, and document the fire drills. Prior to any fire drill that may involve activating the emergency systems, the Fire Department must be notified at their non - emergency number (see Critical Information section of this Plan). During the Fire Drill, the following points shall be noted by the appropriate personnel: Floor Wardens: • The quick response of Floor Wardens and Assistants to their designated stations. • The removal of all occupants in immediate danger to the nearest safe exit. • The closing of doors (unlocked) to all rooms searched for occupants and to confine the fire (mark doors of rooms searched using tape or stickers). • "DO NOT USE THE ELEVATOR" have employees "REPORT TO THE NEAREST SAFE STAIRWELL ". • The response of the Building Response Team Members to the fire zone and their • investigation of the alarm and containment and suppression practices. If there is a critical task that needs completion in a department and there is a question about whether the fire alarm is false, the floor warden shall take steps to verify the alarm Riverton Operation Center Emergency Plan 27 October 31, 2000 r, w 0 cn w ui 0 ' w Z ' o w 11J 0 0 == 0 F - w W+ U. H O . u z. wco z after assessing the safety of the department. If the verification is not returned to the department in less than five minutes there shall be an automatic evacuation of all staff. Riverton Operation Center Emergency Plan 28 October 31, 2000 PETERSON J TREHLE jJ, ARTINSON, INC. CONSULTING ENGINEERS RE1Sl00J_ Structural Calculations for OPERABLE PARTITION FOR GROUP HEALTH ROC WEST 820 JOHN STREET PSM@PSM- ENOINEERS.COM SEATTLE WASHINGTON 98109 -5129 Prepared for Cornerstone Architectural Group (CAG 36002) By Peterson Strehle Martinson, Inc. (PSM 20308) October, 2000 RECEIVED CITY OF TUKWILA 4 •'- t't E 2 ; 2 O ll PERMIT CENTER ONM- JAMB! C. PETERSON STEVEN C. STIEHL! RONALD E. MARTINSON PHONE 206 - 622 -4580 FAX 206 - 622 -0422 D2D00- / PETERSON PETERSON ::JTRENLE i \ . iRTINSON. INC. CONSULTING ENGINEERS 820 JOHN STREET. SEATTLE, WASHINGTON 98109 OFFICE 1206) 622 -4580 / FAX (206) 622 -0422 .1. / 1 / (" #4 ("1 ; v ) o /Z" /r M ' JOB: Z"--7g /\1 ?2- S- � :'73 , 1 - lam) -t l A - ry CALA_ w 4-1; c ^� 'v, 36 (v\ ( A D -) = Z , DATE: 'Z- a •OV BY: 1 S SUBJECT: 3 c- ),.( u , L4u3 w o- 1 4 ,L-SL !��L 7 1 Z - 7 Co Z3 IL{ Lu 01 IL ‹t N d 111'1 Z � z O' W gy G H f W W H1 Zi W co t o Z °. r• 1 _'ETERSON 'JTREHLE V . RTINSON, INC. CONSULTING ENGINEERS 820 .1011N STREET. SEATTLE. \V, \sIIINOTON 98109 OFFICE (206) 622.4580 / FAx (2061 622 -0422 T t I- 4- )7 C' t✓r-' v S 6 `3c, fr/1 y of a `��, .r -3o1 _ C�c�c M -- ZS S v 31 So / - JL 1.- .- z, it, JOB: G P v / ' � ' LA L (� '`/ -", DATE: r �^/ — I L■ .. L.) BY: ..A. S SUBJECT: 1,...(G7 L at t _ z PETERSON „ \JTREHLE ._.tRTINSON. INC. CONSULTING ENGINEERS 820 .IGIIN STREET. SEArTI.E. WASHINGTON 98109 OrrICE (2061 622 -4580 / FAx 1206) 622 -0422 ic G- ,12�G -2 a11I6% b( SI6 11 b L-S 1 L0-4 M : ) S w(n oo 3,I IL / Ie.SIL ►�,� 1 6 3 = l - 7. b P-06. Fo( 0\,6-1zS772-6-SS I6_ JOB: DATE: I �- I 674 BY: A41 Z.5 SUBJECT: C� - T`)Z.L-SS — C� ,4-1, 6/2- Jc.— 7. -7s/4_ t � �• z � `• z ,� 4.z 3 I„ i lb -�31 wl D 7 A__ Otit ►� Z.. d Th &OR TI rot M&+3 t 112- Y L. ) 2. •,.31i • F : c ' 7 v. SG. ± Li, 6 k rt � �1 PETERSON :JTREHLE l /_tRTINSON. INC. CONSULTING ENGINEERS 820 JOHN STREET. Si 1TTLli. WASHINGTON 98109 OFFICE (206) 622 -45F0 / FAX (206) 622-0422 wLc►y aTI1R-PJ 7 -r-L (-4 ?cIST f-/ f•-) PLR (D 6/2 0 6.4.4_7,-, : L DATE: I '� t ,�� BY: A✓v.1 f JOB: SUBJECT: -o t-b. C.ZL - 5015 - &4/1161/.4 54:11"7" M � 2 11- I.12 -EA-' 12.00Si S o c-)2 iN-"vF/2 1',417- 11 r) PETERSON ;JTREFILE 1 /_ .RTINSON. INC. CONSULTING ENGINEERS 820 Jonu SrREP.T. SEATTLE. WAsIIINcIroN 98109 OFFICE (206) 622 -4580 / FAN (206) 622 -04 wI L Th =2 Ck - T10 9. GA-L- E 1 Z l - 0 ^5 01 ST JOB: ; 1-1 L L J !1 / �✓ / � / i DATE: I. 0 ' I 0 .00 BY: µ / SUBJECT: J 1(4f 1' - 3 ,. w 16.. PG - rl I ( Z 6 iizt &e- Co(•-) r -r co .+ F (L. v T) o,- ■ 71-i AAA N v F-ACGTv2E2 6:;)2 P1 &L.4> /`'► E rs Ld GA ' P) E it 311i' l'/ Abi> L 1 '7z x I Z .t CA S 1c'C- >01T C--7) p_n 2 Rev-JE - - - 5o/cr .- C, 12-h G2 5 7. - 75, 1. n NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. C tJ Z - (n c L � J � C:2 n n _ iZ r M n 71 70 <s I = 131 0 O m m n 1 O P? FEE - 09 -2001 14:24 February 9, 2001 City of Tukwila Building Division 6300 Southcenter Boulevard Ste. 100 Tukwila, WA 98188 -2545 Attn.: Commercial Inspection Re: Group Heal tt 6 lla A 12401 E Marginal Way Tukwila, WA MTE Project No. E0336 Gentlemen: MAYES This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for: Fireproofing We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, MAYES TESTING ENGINEERS, INC. Michael S. Dolder, P.E. Vice President MSD :Iak CC: Dan Barrett -- Sellen Construction Y ES TEST T' LNG INEERS TESTING ENGINEERS, INC. FINAL LETTER Permit=# D200 4257451737 P.02'e2 RECEIVED FEB 13 2001 BUILDING DEPARTMENT 917 - 134th St, S.W., Suite A -1 • Everett, WA 98204 • (425) 742 -9360 • FAX (425) 745 -1737 """"' TOTAL P.02 JAN - 19 -2001 10:52 ARCH PROJ P 360002 SELLEN JOH t. S4224 ORIGINATED BY: SECTION it: OATE SUBMITTED: RFI # 039 1/19/01 1/24/01 DRAWING / DETAIL 0: Conference E203 Due to the return air ductwork In the southeast corner of Conference E203, the layout of the isolation hangers for the GWEI ceiling differs from the locations shown in the Kinetic Spring Isolation Hanger submittal 040 - 09250. Please review the attached sketch showing the revised locations of the hangers and verify if this Is acceptable. COST None IMPACT: FIRM: DATE: g1SEA 0N 10 a#p) OWF fiPWSbi:. i1(! N% E400 L4> rAov J A'fi GL•¢iti2ag, M 7 y: p p4f t x1444 v./ D. "TAWS NMSS/0/ RESPONSE BY: REVIEWED BY: ALEX CLARK SELLEN DAN BARRETT FIRM: E FIRM: Selleil REQUEST FOR INFORMATION :�c• M.. 'Kd'I ; w : :N .N , ��I�, ;� �.:� i !S . - 0 t S. I ; DT1 ' • X , DAVE RAT2KE via email X KURT HOROAN via email X GARY RAGER via email X JIM PHILLIPS via email X JIM WOOD via email X FILE $ LLEN cON$TitucTIOM 1 CORNERSTONE ARCH 'L GROUP 206 621 7717 CORNERSTONE ARCHITECTURAL. GROUPS 227 W•.tla4. Av.. N. Tel (200) 602•7770 PO Bog 9970 Psi (206) 022.3200 Saalll.. WA 901oo www.sell.n.eom i; /vr,Y A/ c- )(AA rittk -les 4 t.O TT WA) rtr ^ i%FT Pic 7eMGA.i CONTO•CTIMC CON]TAUCTION MAMACEMENT Cu3T041iA ffAvJCC OAOuP P.02/O4 W' 00 N 0 cow J J LL W O - U < : W Z �C 2 j V 10 - r 0 I— al W u J Z U N 0~ . • JAN -19 -2001 10:53 CORNERSTONE ARCH'L GROUP 771 Wnilol• A..,N. 1O Oo■ 9020 S•auls, WA 00100 Tel (]0A( &•!.7770 lo• (7001 07)•$700 ww.. sellen.com .1 z 206 621 7717 P.03 /04 cgeg, E GRAY ai i.r &Rum 1- &mew SEAM _ CCi�f °4 4WD+ �_. • X GaEE J k ;, _ t•CO.V Deck GesEU EE ' 1 06K IC: Deft G % ;, r GREW 40. oec�d" — � Pak - 'Q ez m gt aeeEN • ‘ ,,,11 cowry GREEN - 1 pe °r LK DEtk OIM114I CON111CIINC CONIII1.1CII01. 1•4N *0(.IIN( C11110■(1 111.1C( 010UP w N -J �• :• s.3.:iLA�r+i.�:�:i,.uu:L3.uw.�a ayttu+'t, k.,, s:,'.,;• J JAN -19 -2001 10:54 } • SOU WARXhadl v»n .,.K - u ° 23 177.2 1 4 77► fit FA /423) a47s542 t CORNERSTONE ARCH'L GROUP ROOM E203 ISOLATION HANGER LOCATIONS 206 621 7717 P.04/04 JAN -23 -2001 10:36 RECEIVED JAN 2 9 2001 BUILDING DEPARTMENT FAX TRANSMITTAL DATE: 1/22/01 FROM: DAN BARRETT TO: ALEX CLARK FIRM: CORNERSTONE ARCHITECTURAL CROUP FAX NO: 206 -621 -7717 NO of PCS 5 MESSAGE Alex, SELLEN CONSTRUCTION INCIUOINC THIS TRANSMITTALSNEEr CORNERSTONE ARCH'L GROUP 206 621 7717 P.02/06 Please review the attached information relating to the spring isolation hangers in Conference E203. The inspector has requested that we submit product data and a sketch for the anchor attachment to the roof decking. The decking in the roof above the conference room is partially composed of concrete from the slab /curb for the AC unit. Please review and stamp the attached sheets and include it with submittal 040-09250. Thanks, Dan 227 Waallok• Are. N. PO Boa 9970 Saatllo. WA 90109 C E O RNRRSIO C K MOM WA«.N_TO_ NO MEMOS TAKEN OCOW6A iATLQia' INVOICE O REJECTED awes, J oi?t: -7 rams mnatrrn.mt1111olM ONO= VOCNOWN. MINNAat00ININt6 OVAL WMO21{t1YP NUM VW OOntICPOM NIX COMM MINIS COMIC, POCUMINIC ION VIONMANI VONNACK TN CO MANTOw NOM INIPONOLe ea *Oalu . J CCIOCE .le.te aa.runlo mama Mo M M>M, IOM WIG MACON PPOCONVI II00MUCUS CO Ol®NLr,NO ION NIPO NOnEocoNN•NMNOM CON1RACNCR • .O CONFIRM D CORRECT NO RESUBI4T, Tel (2011 112.7770 For 12061 623.5206 www.sallen.aom i 71-xoci-o4- GENERAL CONTIACTING CONSTRUCTION NANAGIMlNT CUSTOM r 2{IVICe GROUP MTh 4. JRN -23 -2001 10:37 CORNERSTONE ARCH'L GROUP ; 040 -09250 Kinetic Spring Isolation Hanger — Anchor Attachment @ Decking 206 621 7717 P.03/06 JAN -23 -2001 10:37 • 272 Wr1gI A., N ►O 9o; 99)3 S!0v11•, WA 90100 TO Moil bul•77T0 For 12001 623.5200 "'w CORNERSTONE RRCH'L GROUP f • p 0lN:I•I CONII4CIING CONSIrUCIION +.IANAGIo.EN1 CUilOuI, 11o.ict oPOVP 6. p 206 621 7717 P.04/06 ! ' le imp, e �' I2 �a • wipc ( (4j . E2 b iek 3 4 --- 1/1MYV", jSa VA�T'Jo.1 RAN Cat. No. Size Drill Dia. Min. Depth x (71 CO 'O C ) .+ N U Wt./ 100 3092 3 /16" x 1.1/2" 3/16" 7/8" 1 -1/4 3122 3/16" x 2" 3/16" 7/8" 1-3/4 3152 3/16" x 2.1/2" 3/16" 7/8" 100 1000 2 3162 3116" x 3" 3/16" 7/8" 100 1000 2-1/2 3242 1/4" x 1.1/2" 1/4" 1 -1/8" 2-1/2 3272 1/4" x 2" 1/4" 1.1/8" 8 3 3302 1/4" x 2.1/2" 1/4" 1-1/8" 3.3/4 3332 1/4" x 3" 1/4" 1 -1/8" § § 4-1/2 3362 1/4" x 3.1/2" 1/4" 1 -1/8" 8 5 3392 1/4" x 4" 1/4" 1.1/8" 5-3/4 DRIVE' 28.0 Drive' 28.1 Introduction The Drive is a one piece, pre - expanded anchor avail- able in carbon steel for use in concrete and stone. 28.2 Product Description The anchor is made from high grade steel and manu- factured using two heat treating processes to form the split type expansion mechanism on the working end of the anchor. As the anchor is driven into the base material, the two sheared halves of the expansion mechanism are compressed to match the diameter of the drilled hole. Once seated at the required embed- ment, the sheared halves of the expansion mechanism exert continuous compression force against the wall of the hole for superior load capacities. Drill a hole into the base material to a depth of at least 1/2" deeper than the embedment required. The tolerances of the drill bit used should meet the requirements of ANSI Stan- dard B212.15. Blow the hole clean of dust and other material. Drive the anchor into the hole until the head is firmly seated against the fixture. Be sure the anchor is driven to the required embedment depth. The tie -wire Drive should be driven in until the head is flush against the surface of the base materi- al. 96 Ramd Head Tie -Wire Drive anchors are used for suspended ceiling applications. The flat head (counter -sunk) style is par- ticularly suited for wood -to- concrete anchoring. The round head style is for all other applications requiring fast, permanent installations. 28.3 Installation Procedures • 28.4 Anchor Sizes and Styles The following tables list the sizes and styles of Drive anchors. To select the proper length, determine the embedment depth required to obtain the desired load capacity. Then add the thickness of the fixture, including any spacers or shims, to the embedment depth. This will be the minimum anchor length required. Round Head Drive' Cat. No. 3031 3091 3211 3241 3271 3301 3601 3631 3691 EMI Size 3/16" x 1" 3/16" x 1.1/2" 1/4" x 1.1/4" 1/4" x 1.1/2" 1/4" x 2" 1/4" x 2.1/2" 318 "x2" 3/8" x 2.1/2" 3/8" x 3.1/2" 1/2" x 3" Drill Min. Std. Std. Wt./ Dia. Depth Box Ctn. 100 3/16" 3/16' 1/4" 1/4" 1/4" 1/4" 3/8" 3/8" 3/8" 1/2" 7/8" 7/8" 1-1/8 1-1/8" 1-1/8" 1.1/8" 1-7/8" 1-7/8" 1-7/8" 2-5/8" 100 100 100 100 100 100 25 25 25 1000 1000 1000 1000 1000 1000 250 250 250 ®® 1 -1/4 1-3/4 2-1/2 3 3.3/4 7-1/2 8-1/2 11-3/4 25 Flat Head Drive' Tie -Wire Drive' (13/64" Tie -Wire Hole) Cat. No. Size 1/4" x 1 -3/4" Drill Min. Std. Std. Wt./ Dia. Depth Box Ctn. 100 .�11►1� "w alt 1/4" 1-1/8' 100 500 ® `' 28.5 Installation Specifications Round Head DRIVE Anchor Size ANSI Drill Bit Size Fixture Clearance Hole Head Height Head Width 3/16" 3/16" 1/4" 3/32" 3/8" 1/4" 1/4" 5/16" 1/8" 1/2" 3/8" 3/8" 7/16" 3/16" 3/4" 1/2" 1/2" 9/16" 1/4" 1 Flat Head DRIVE' Anchor Size 3/16" 1/4" ANSI Drill Bit Size Fixture Clearance Hole Head Height Head Width 3/16" 1/4" 7/64" 3/8" 1/4" 5/16" 9/64" 1/2" W Q ' CO (n W '. W0 u.Q' up D lc uu Z Z o W Lu U 0 O = 0 F- 11J u j u. • W Z '. 0 z Anchor Size d 12d 11d Edge Distance, E (Inches) Shear Only 10d 9d 8d 7d 6d 5d 3/16 2 -1/4 2 -1/8 1-7/8 1 -3/4 1 -1/2 1 -3/8 1-1/8 1 1/4 3 2 -3/4 2-1/2 2-1/4 2 1 -3/4 1-1/2 1-1/4 5/16 3-3/4 3 -1/2 3 -1/8 2.7/8 2 -1/2 2 -1/4 1 -7/8 1-5/8 3/8 4 -1/2 4 -1/8 3 -3/4 3-3/8 3 2 -5/8 2 -1/4 1-7/8 1/2 6 5 -1/2 5 4-1/2 4 3 -1/2 3 2-1/2 Re 1.00 0.93 0.86 0.79 0.71 0.64 0.57 0.50 DRIVE' Tie -Wire DRIVE" Anchor Size ANSI Drill Bit Size Head Hei.ht Tie -Wire Hole 1/4" 1/4" 5/8" 13/64" 28.6 Material Specifications DRIVE" Anchor Component Anchor Bod Zinc Plating Component Material Round Head Flat Head Tie -Wire Heat Treated AISI 1038 ASTM B 633, SC1, Type III, (Fe / Zn) 28.7 Performance Data The following ultimate load capacities are based on testing conducted according to ASTM Standard E 488, 2,000 psi Concrete Anchor Embed Tension Shear Size Depth 3/16" 1/4" 3/8" 1/2' 7/8" 1-1/8 1 -7/8 2 -5/8 (Ibs.) (Ibs.) 875 1,650 2,840 3,200 1,220 1,850 6,200 8,830 4,000 psi 6,000 psi Concrete Concrete Tension Shear Tension Shear (Ibs.) (Ibs ) (Ibs.) (Ibs.) 1,350 2,200 5,300 6,200 1,520 2,320 7,810 11,340 1,350 2,200 5,300 6,200 1,520 2,320 7,810 11,340 NOTE: The values listed above are ultimate load capacities which should be reduced by minimum safety factor of 4 or greater to determine the allow- able working load. Refer to the section on Anchor Selection Guidelines for details. 28.8 Design Criteria Base Material Thickness The minimum recommended thickness of base materi- al, BMT, when using the Drive is 125% of the embed- ment to be used. For example, when installing an anchor to a depth of 1 -7/8 ", the base material thick- ness should be at least 2 -3/8 ". Spacing Between Anchors To obtain the maximum load in tension or shear, a spacing, S, of 10 anchor diameters (10d) should be used. The minimum recommended anchor spacing, S, is 5 anchor diameters (5d) at which point the load should be reduced by 50 %. The following table lists the Toad reduction factor. Rs, for each anchor diame- ter, d, based on the center to center anchor spacing. Anchor Size d 3/16 1/4 3/8 1/2 Rs Anchor Spacing, S (Inches) Tension And Shear 10d 9d 8d 7d 6d 1 -7/8 2 -1/2 3-3/4 5 1.00 1 -3/4 2-1/4 3-3/8 4-1/2 0,90 1 -1/2 2 3 4 0.80 1 -3/8 1-3/4 2-5/8 3-1/2 0.70 1 -1 /8 1.1/2 2 -1/4 3 0,60 5d 1 1-1/4 1-7/8 2-1/2 0.50 Edge Distance - Tension An edge distance, E, of 12 anchor diameters (12d) should be used to obtain the maximum load in tension or shear. The minimum recommended edge distance, E, is 5 anchor diameters (5d) at which point the tension load should be reduced by 20 %. The following table lists the Toad reduction factor, Re, for each anchor diameter, d, based on the anchor center to edge dis- tance. Anchor Size d 3/16 1/4 3/8 1/2 Re Edge Distance, E (Inches) Tension Only 12d 9d 8d 7d 6d 5d 2-1/4 EMI MI EMU MO EEO 6 1.00 11d 10d 2 -1/8 4 -1/8 0.97 1 -7/8 Eta Fill 0,94 1-3/4 2-1/4 3-3/8 4-1/2 0.91 ® 1 -3/8 1 -1/8 I © 1 -3/4 lain EISE1111111610 4 0,89 0.86 0.83 1-1/4 1-7/8 0.80 Edge Distance - Shear For shear loads, an edge distance, E, of 12 anchor diameters (12d) should be used to obtain the maxi- mum load. The minimum recommended edge dis- tance, E, is 5 anchor diameters (5d) at which point the shear load should be reduced by 50 %. The following table lists the load reduction factor, Re, for each anchor diameter, d, based on the anchor center to edge distance. 28.9 Approvals and Listings The following approvals and listings are for reference purposes. They should be reviewed by the design pro- fessional responsible for the product installation to verify approved base materials, sizes, and compliance with local codes. Factory Mutual J.I. 1M4A5.AM Underwriter's Laboratories File No. EX 1289 (N) Federal Specification Meets the descriptive requirements of FF- S -325C, Group VI 97 �^ Nraw, ws•. n.. nm,..» a! anfmaavy, r. rm�twMmtcrj>' i! N1 LK9' ?r�7 Jr<^'.v*+:IPM?t,4'�P/%f?!!TC,. a'p+ . r t'>'KNl GAN�1,F.7'•�l� FEE - 09 -2001 14:24 1•1111111■EmplIIII AI AIMS February 9, 2001 City of Tukwila Building Division 6300 Southcenter Boulevard Ste. 100 Tukwila, WA 98188 -2545 Attn.: Commercial Inspection Re: Group Health Building A 12401 E Marginal Way Tukwila, WA MTE Project No. E0336 Gentlemen: This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for: • Fireproofing • We trust that this provides you with the information which you require. Should you have any questions give us a call. MAYES TESTING ENGINEERS, INC. - Michael S. Dolder, P.E. Vice President MSD:Iak CC: Dan Barrett — Sellen Construction MAYES TESTING ENGINEERS 4257451737 P.02/02 TESTING ENGINEERS, INC. TTE ermit # D2000 -267 sJ L 917 - 134th St, S.W., Suite A -1 • Everett, WA 98204 • (425) 742 -9360 • FAX (425) 745 1757 OTAL P.02 +I� I PRODUCT DATA SHAW 2 0 2 Series AS20 CENTS peceaiih S Elastomeric Spray Reproduced from Electronic Media 1. PRODUCT DESCRIPTION SpecSeal® Elastomeric Spray Coating is a non - halogenated latex- based, highly elastomeric coating designed to provide passive smoke and fire protection in construction joints. SpecSeal® Elastomeric Spray Coating is engineered to adhere to virtually all construction surfaces and may be applied using airless spray equipment or with a brush (for small applications or touch ups). SpecSeal® Elastomeric Spray Coating dries to form a flexible shield against the propagation of fire. Its premium latex binder system is totally resistant to water and will not re- emulsify after drying. SpecSeal® Elastomeric Spray Coating contains no inorganic fibers, asbestos, solvents. 2. APPLICATIONS SpecSeal® Elastomeric Spray Coating is designed primarily for the protection of construction joints and certain through - penetrations. 3. PHYSICAL PROPERTIES See Table A. 4. PERFORMANCE When applied to a wet film thickness of 1/8" (3.2mm) over appropriate backing materials, SpecSeal® Elastomeric Spray Coating has been successfully tested in one, two and three hour joints. Consult factory for individual system designs and application requirements. LIMITATIONS: Use product as per manufacturer's instructions. Use only in applications per the manufacturer's tested and published designs or specific recommendations. End user must ultimately determine the suitability of the product and designs to his specific requirement and assumes responsibility for its use. PRODUCT CONTAINS WATER AND IS CONDUCTIVE UNTIL DRY. DO NOT APPLY IN THE PRESENCE OF EXPOSED OR ENERGIZED ELECTRICAL CONDUCTORS. 3L13 Page 1 of 4 FILL VOID OR CAVITY MATERIALS CLASSIFIED BY UNDERWRITERS LABORATORIES INC. FOR USE IN JOINT SYSTEMS & THROUGH•PENETRATION FIRESTOP SYSTEMS. SEE UL FIRE RESISTANCE DIRECTORY FILL VOID OR CAVITY MATERIALS CLASSIFIED BY UNDERWRITERS LABORATORIES INC. FOR USE IN JOINT SYSTEMS & THROUGH•PENETRATION FIRESTOP SYSTEMS. SEE UL DIRECTORY OF PRODUCTS CERTIFIED FOR CANADA AND UL FIRE RESISTANCE DIRECTORY "bar RECEIVED CITY OF TUKWILA FEATURES • Water -Based for easy installation and cleanup. • Non - halogenated. • Thixotropic for high -build application. • Auto bonding. • Safe ... no solvents! No asbestos! • Flexible! • Water Resistant! • Low Abrasion for longer pump life and less maintenance. • UL Classified. • Tested with Direct- Applied Fireproofing. 5. SPECIFICATIONS The fire protective joint coating shall be a water - based, non - halogenated elastomeric coating and shall contain no solvents, inorganic fibers, nor asbestos. The coating shall dry to form a flexible, moisture resistant film and shall adhere to all common construction surfaces. The coating shall be thixotropic and shall be capable of being applied by brush, trowel or by airless spray. The approved coating shall be SpecSeal® Elastomeric Spray. SPECIFIED DIVISIONS DIV. 7 07840 Through- Penetration Firestopping DIV. 13 13900 Special Construction Fire Suppression & Supervisory Systems DIV. 15 15250 Mechanical Insulation – Fire Protection DIV. 16 16050 Basic Electrical Materials & Methods For the latest Product and System Information, Call STI'S FACTS -ON- DEMAND automated information attendant system by dialing toll -free (888)526 -6800! STI Product Data Sheet • Wes AS200 Elastomeric Spray FOD-5042 12199 0 R .:4norbr.4:14 4 ;,3∎4 till'J�' u'ihaiteX mv.,449iriA4'' .. dwrF7r v i/1' 2 to ...CO lut ILA wO g a -d 1 : O ! z i— w ui o co a 1- ww I — `, F u. z ' U =; 0 z ri Table A: PHYSICAL PROPERTIES Color Odor Specific Gravity Solids Flame Spread Smoke Developed Movement Coverage Viscosity pH Solvent Content In- Service Temp. Drying Time Tack Free Dry Through Pale Blue Mild Latex 1.1 75% 0* 25' ±18.75%** 12.8 sq fugal @ 1/8" 0.31 sq m/I @ 3.2mm 110,000 cps 7.5 None 5120° F (49° C) 2 Hours 2448 HoursA • Tested to ASTM E84 (UL723) @ 14 %. coverage. "500 Cycles per UL2079, AC30 (ICBO) and ASTM E1399 A Dependent on temperature and humidity. 6. INSTALLATION INSTRUCTIONS GENERAL: Areas to be protected must be clean and free of oil, loose dirt, rust or scale. Recommended storage temperatures range between 40 °F (4 °C) and 95 °F (35 °C). Recommended application temperature range is 60 °F (16 °C) to 90 °F (32 °C). When applying product at the lower end of the temperature range, warming the material to 70 °F (21°C) will enhance drying characteristics. Drying time will vary according to prevailing temperature and humidity. Allow to thoroughly dry before exposure to moisture. Consult appropriate manufacturer's drawing for system design requirements. Forming or packing materials may be required as an integral part of various system designs. Coating may be applied by airless spray in a single pass up to 3/16" (4.8mm) wet coating depth. If applying by brush or spraying on vertical surfaces where coating appears to be prone to slumping, multiple coats or the application of a thin tack coat may be required. DO NOT ATTEMPT TO THIN PRODUCT BY ADDING WATER. Page 2 of 4 Fig. 1: METALLIC PIPE PENETRATIONS • CONCRETE/MASONRY FLOORS & WALLS Elastomeric Spray Metallic Pipe Optional Sleeve Mineral Wool Optional Sleeve Elastomeric Spray Metallic Pipe UL System No. C•AJ•1318 F Rating — 2 Hr • T Rating —0 Hr Steel or Iron Pipe: <12 ", Copper Pipe: <6" Annulus: Point Contact to 2" Forming Material: Nom 4 pcf mineral wool to 4" depth Spray Depth: 1/8" wet depth ( +1/2" overlap) Mineral Wool Fig. 2: SLAB•EDGE SAFING GAP APPLICATIONS Visions Panels Spandrel Panels Mineral Wool Framing Curtain Wall Insulation ` s 1 e Concrete Floor Assembly UL System No. CWS•2003 Integrity Rating — 2 Hr insulaion Rating -1/2 Hr Joint Width: Nom 8 In. wide. Forming Matedal: Nom 6 pcf mineral wool to 4" depth. Spray Depth: 1/8" wet depth ( +1/2" lap onto adjoining substrates) Framing Covers Elastomeric Spray STI Product Data Sheet • Series AS200 Elastomeric Spray F00•5042 12/99 d 4 1 J 1111 ; i 1,'r-2L Ni' t t w, li i i . 1 I Fig. 3: FIREPROOFED STRUCTURAL PENETRATIONS • GYPSUM WALLBOARD WALLS Mineral Wool • Elastomeric Spray -- Gypsum Wallboard .Assembly Spray - Applied Fireproofing Steel Deck Assembly Mineral Wool Steel I•Beam or Bar Joist Elastomeric Spray UL System No. H•D•0099 Assembly Rating -1 & 2 Hr Movement Capabilities: ±18.75% Compress/Extend Structural Support: Steel I Beam or Bar Joist protected with Spray-Applied Fire Resistive Materials. Forming Material: Nom 6 pcf mineral wool to full depth. Spray Depth: 1/8" wet depth ( +2" lap onto fireproofing and 112" lap onto wall) on both sides. Spray - Applied Fireproofing Gypsum Wallboard Assembly Fig. 4: STEEL HVAC DUCT PENETRATIONS • GYPSUM WALLBOARD WALLS 1111! - Elastomeric Spray 111- Steel Duct Mineral o Gypsum Wallboard Assembly Re taining A ngles UL System No. WL•7024 F Rating -18 2 Hr • T Rating - O Hr Steel Duct: 20" by 12" Forming Material: Nom 4 pcf mineral wool to 2" depth. Spray Depth: 1/8" wet depth ( +2" ovedap onto duct, 1" lap onto wall) on both sides. Steel Angles: No. 16 MSG steel angles. Fig. 6: STEEL HVAC DUCT PENETRATIONS • CONCRETE/MASONRY WALLS Retaining Angles N Steel Duct Elastomeric Spray Mineral Wool UL System No. W4•7006 F Rating -2 Hr • T Rating - 0 Hr Steel Duct: 20" by 12" Forming Material: Nom 4 pcf mineral wool to 2" depth. Spray Depth: 1/8" wet depth ( +2" overlap onto duct, 1" lap onto wall) on both sides. Steel Angles: No, 16 MSG steel angles. Page 3 of 4 STI Product Data Sheet • Series AS200 Elastomeric Spray Fig. 5: HEAD OF•WALL JOINTS BETWEEN WALLS AND FIREPROOFED STEEL DECKS Elastomeric Spray Spray-Applied Fireproofing Steel Deck Assembly Gypsum Wallboard Assembly Mineral Wool UL System No. NW-D-0088 Assembly Rating -1 & 2 Hr Movement Capabilities: ±18.75% CompresslExtend Nominal Joint Width: 1" Forming Material: Nom 6 pcf mineral wool to full depth. Spray Depth: 1/8" wet depth ( +2" lap onto fireproofing and 1/2" lap onto wall) on both sides. Fig. 7: HEAD•OF•WALL JOINTS WITH FIREPROOFING INSTALLED INTO FLUTES AS FORMING Elastomeric Spray Steel Deck Assembly Gypsum Wallboard Assembly Spray-Applied Fireproofing UL System No, NW-D-0102 Assembly Rating -1 & 2 Hr Movement Capabilities: ±25% Compress /Extend • Nominal Joint Width: 2" Forming Material: SprayApplied Fire Resistive Materials to full depth allowing for a 2 in. relief gap between wallboard and fireproofing. Relief gap packed with 4 pcf mineral wool Insulation. Spray Depth: 1/8" wet depth (+1/2" lap onto adjoining substrates) on both sides. FOD•5042 12/99 W o J` fn s` Z Z F- WuJ U0 . 0Hp V 0, • Z ' U U) 0 ' Z 7. MAINTENANCE INSPECTION: Installations should be inspected periodically for subsequent damage. Following safety precautions listed below (See 9. Precautionary Information) and pertinent installation guidelines, remove coating in damaged areas down to undamaged material. Reapply fresh coating material to original coating thickness. 8. TECHNICAL SERVICE Specified Technologies Inc. provides toll free technical support to assist in product selection and installation information. 9. PRECAUTIONARY INFORMATION Consult Material Safety Data Sheet for additional information on the safe handling and disposal of this material. Wash areas of skin contact with soap and water. Avoid contact with eyes. The use of an OSHA or NIOSH approved mask for dust and mist environment is recommended. Apply in areas with adequate ventilation. CAUTION: COATING IS CONDUC- TIVE UNTIL DRY. DO NOT APPLY TO OR IN THE PRESENCE OF ENERGIZED ELECTRICAL CON- DUCTORS. INSTALL UNDER THE SUPERVISION OF PLANT OR FACILITY ELECTRICAL ENGINEER OR SAFETY MANAGER. 10. AVAILABILITY SpecSeal® Elastomeric Spray Coating is available from authorized distributors. Consult factory for the names and locations of the nearest sales representatives or distributors. TABLE B: APPLICATION EQUIPMENT NOTICE: Spray application of SpecSeal Elastomeric Spray requires airless spray equipment meeting the following specifications: Working Pressure: Delivery: Spray Tip Orifice: Wetted Parts Min. 3,000 PSI Min. 1.0 U.S. gpm (2.1 1 /min.) recommended 0.023" to 0.026" recommended All seals and contact surfaces suitable for contact with latex emulsions. The following airless spray equipment has demonstrated suitability for application of this product. STI makes no warranties concerning the suitability or use of this equipment and has no affiliation of any kind with its manufacturer. A minimum 3/8" fluid line is required, a 1/2" line is preferred. Consult pump manufacturer for long hose runs or lifts to higher elevations. A reversible spray tip is recommended. A 6" fan pattern is suggested to minimize overspray. The following equipment is manufactured by Titan Tool, Inc. Franklin Lakes, NJ: Item Name & Description PowrTwin Model 3500 Sprayer Electric or gas powered airless sprayer Item Table C: ORDERING INFORMATION SpecSeal® Elastomeric Spray Coating is available In 5 gal. palls, 55 gal. drums are available on a special order basis. AS205 5 gal. Pail 1,155 cu. In. (19 liters) Additional SpecSeal Products... - --" ES Series Sealant SSS Series Sealant SSP Firestop Putty Firestop Mortar Pensil® Silicones Intumescent Wrap Strips Molded Firestop Collars Inexpensive water -based Elastomeric Sealant for construction Joint applications. Design to provide up to ± 25% movement. The industry's most versatile sealant provides the firestopping solutions forawide range of combustible and noncombustible applications. Water - based intumescent sealant expands up to 8X1 Available both in bar form and in pads, putty provides easy retrofit for through - penetrations and economical protection for electrical boxes. Lightweight, versatile and economical) The best choice for large or complex installations. Sealants and foam for through- penetrations and construction joints. Unexcelled aging characteristics and flexibility. Two grades of intumescent wrap strips provide an unmatched combination of flexibility, economy, and expansion (up to 30X). Systems for plastic pipes including FR Polypropylene up to 8" trade sizel Easy to install, economical protection for ABS and PVC pipes (both solid and foam core) as well as CPVC, PVDF, and FRPP. Collars available up to 6" trade size. CITY OF NEW YORK MEA 310 -99 -M Important Notice: All statements, technical information, and recommendations contained herein are based upon testing believed to be reliable, but the accuracy and completeness thereof is not guaranteed. WARRANTY: Specified Technologies Inc. manufactures Its goods in a manner to be free of defects. Should any defect occur in Its goods (within one year), Specified Technologies Inc., upon prompt notification, wiq at Its option, exchange or repair the goods or refund the purchase price. Limitations and Exclusions: THIS WARRANTY IS IN LIEU OF ALL OTHER REPRESENTATIONS EXPRESSED OR IMPLIED (INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR USE)AND UNDER NO CIRCUMSTANCES SHALL SPECIFIED TECHNOLOGIES INC. BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL PROPERTY DAMAGE OR LOSSES. PRIOR TO USE, THE USER SHALL DETERMINE THE SUITABILITY OF THE PRODUCT FOR ITS INTENDED USE, AND THE USER ASSUMES ALL RISKS AND LIABILITY FOR SUBSEQUENT USE. No statement or recommendation not contained herein shall have any force or effect unless in an agreement signed by officers of seller and manufacturer. MADE IN THE USA — COPYRIGHT ® 2000 SPECIFIED TECHNOLOGIES, INC. Specified Technologies TI Inc. 200 Evans Way • Somerville, NJ 08876 Phone: (800) 992 -1180 • Fax: (908) 526 -9623 Facts -On- Demand: (888) 526 -6800 STI on the WEB: www.stiftrestop.com Page 4 of 4 STI Product Data Sheet • Sodas A5200 Elastomorlc Spray FOD.5042 12/99 STI PHYSICAL STATE: BOILING POINT: EVAPORATION RATE: SOLUBILITY IN WATER: PERCENT SOLIDS: SDS Material Safety Data Sheet PRODUCT NAME: SHIPPING NAME: MANUFACTURER'S NAME: MANUFACTURER'S ADDRESS: BUSINESS PHONE NO.: EMERGENCY PHONE NO.: Section Two: HAZARDOUS INGREDIENTS INFORMATION Chemical Name: C.A.S. No. None above de minimis concentrations FLASH POINT FLAMMABLE LIMITS: RECOMMENDED FIRE FIGHTING PROCEDURES: MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE: PRIMARY ROUTE OF ENTRY: Section Three: PHYSICAL & CHEMICAL DATA Paste 212 °F >1 Infinitely dilutable 75% ± 2% (by weight) Section Four: FIRE & EXPLOSION HAZARD DATA UNUSUAL FIRE & EXPLOSION HAZARD: SIGNS & SYMPTOMS OF EXPOSURE: Skin Contact: Can cause irritation and redness. Inhalation: May be irritating to eyes, skin, mucous membranes, respiratory tract and may pro- duce symptoms of nausea in poorly ventilated areas. Ingestion: N.A. Eye Contact: Can cause irritation, redness, tearing, blurred vision. ACUTE EFFECTS OF OVEREXPOSURE: CHRONIC EFFECTS: CARCINOGENICITY: NTP: No SpecSeal® AS200 SPRAY Prepared By: James R Stahl Revised: 01/00 Section One: PRODUCT INFORMATION SPECSEAL AS200 Elastomeric Spray Same Specified Technologies Inc. 200 Evans Way, Suite 2, Somerville, NJ 08876 908 - 526 -8000 800 - 255 -3924 % By Wgt. ACGIH TLV OSHA PEL APPEARANCE & ODOR: SPECIFIC GRAVITY: PERCENT VOLATILES: VAPOR PRESSURE: MELTING POINT Not applicable- Water -based compound. LEL: N.A. UEL: N.A. Treat as a lass "B" fire. Limit fire fighting to those trained to do so. Minimize breathing gasses, vapor, fumes, or decomposition products. Use supplied -air breathing equipment for confined spaces or as otherwise needed. None known. Section Five: HEALTH HAZARD DATA Pre- existing eye, skin, pulmonary disorders may be aggravated by this product. Skin YES Eye Contact YES Inhale IARC:No Blue paste with minimal odor. 1.1 (water =1) 22% ± 2% N.A. N.A. NO Ingestion NOT LIKELY EMERGENCY & FIRST AID PROCEDURES: Wash with soap and water. Get medical attention if irritation persists. N.A. N.A. Treat as a foreign object in eye. Flush with large amounts of water, frequently flushing under the lids. Get medical attention if irritation persists. Irritation and redness Prolonged or repeated contact with skin can cause moderate irritation. OSHA: No Page 1 of 2 MSDS - SpecSeal AS200 Spray FOD -5043 STABILITY: CONDITIONS TO AVOID: HAZARDOUS DECOMPOSITION PRODUCTS: HAZARDOUS POLYMERIZATION: INCOMPATIBILITY: Section Seven: PRECAUTIONS FOR SAFE HANDLING & USE VENTILATION: RESPIRATOR: GLOVES: EYE PROTECTION: OTHER PROTECTIVE CLOTHING /ARTICLES: WORK/HYGIENIC PRACTICES: STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: WATER DISPOSAL METHOD: STORAGE & HANDLING PROCEDURES: Health Hazard Rating: Flammability Hazard Rating: Reactivity Hazard Rating: Personal Protective Equipment: Section Six: REACTIVITY DATA Stable Exposure to temperatures in excess of 130° F. In the event of partial combustion, fumes, smoke, carbon compounds, and other decomposition products may be released. Will not occur. None known. Yes, Fresh air Not needed. Cotton or rubber gloves as needed. Safety glasses with side shields. None needed. Avoid prolonged or repeated contact with the skin. Product is readily removed from the skin with waterless hand cleaners followed by washing with soap and water. Shovel or scoop into a sealable container for disposal. If this product becomes a waste, it is considered non - hazardous waste. Dispose of in accordance with local, state, and federal environmental and waste regulations. Store in a cool, dry area. Section Eight: REGULATORY INFORMATION All components are included in the EPAToxic Substance Control Act (TSCA) Chemical Substance Inventory. If this product becomes a waste, it does not meet the criteria of a hazardous waste as defined by RCRA 40CFR261. Hazardous Materials Identification System (HMIS) 1 No significant risk to health. 0 Minimal hazard. Will not bum unless heated. 0 Normally stable and will not react with water. B Safety glasses. Section Nine: DOT /SHIPPING INFORMATION EPA SARA Title III hazard class (40CFR370): Chronic health hazard. EPA SARA Title III Section 313 (40CFR372): There are no listed chemicals present in quantities greater than the de minimis level. EPA SARA Title III (40CFR355): There are no components in this product at a level which would require reporting. Califomia Proposition 65 (Safe Drinking Water and Toxic Enforcement Act of 1986): This product contains a listed substance, which the State of Califomia has found to cause cancer, birth defects, or other reproductive harm, in a form which would require a warning under statute. Formaldehyde 50 -00-0- <0.01 % Section Ten: DISCLAIMER Notice: This information relates to the specific material designated and may not be valid for such material used in combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the date compiled. However, no representation, warranty, or guarantee is made as to its accuracy, reliability or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his own particular use. We do not accept liability for any loss or damage that may occur from the use of this information. I Page 2of2 MSDS - SpecSeal AS200 Spray FOD -5043 c4 2 c.) § vow co LL O ; g a _ al I— W I— O Z uj U O [ o - 0 I— = c Z ' 111 O ` z:. ( System No. HW -D -0043 Assembly Ratings —1 and 2 Hr (See Item 2) Nominal Joint Width —1 In. Class II Movement Capabilities — 18.75% Compression and Extension 1. Floor Assembly — The fire -rated fluted steel deck/concrete floor assembly shall be constructed of the materials and In the manner described in the individual Floor- Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Floor Units* — Max 3 in. deep galv steel fluted floor units. B. Concrete — Min 2 -1/2 in. thick reinforced concrete, as measured from the top plane of the floor units. 2. Wail Assembly — The 1 or 2 hr fire -rated gypsum wallboard /stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of galv steel channels sized to accommodate steel studs (Item 2B). Ceiling runner to be provided with min 1 -1/4 in. to max 2 in. flanges. When deflection channel (Item 3A) is used, flange height of ceiling runner is equal to or greater than flange height of deflection channel with a 1/2 to 3/4 in. gap maintained between the top of the ceiling runner and the top of the the deflection channel. When defection channel is not used, ceiling runner is secured to valleys of steel floor units (Item 1A) with steel fasteners or welds spaced max 24 in. B. Studs — Steel studs to be min 3 -5/8 in. wide. Studs cut 1/4 to 3/4 in. less in length than assembly height with bottom nesting in and secured to floor runner. When deflection channel is (Item 3A) used, steel studs attached to ceiling runner (Item 2A) with sheet metal screws located 1/2 in. below the bottom to the deflection channel. When deflection channel is not used, studs to nest in ceiling runner without attachment. Stud spacing not to exceed 24 in. OC. C. Wallboard, Gypsum* — Wallboard sheets installed to a min total 5/8 in. or 1 -1/4 in. thickness on each side of wall for 1 and 2 hr fire rated assemblies, respectively. Wall to be constructed in the individual U400 Series Design in the UL Fire Resistance Directory, except that a max 1 in. gap shall be maintained between the top of the wallboard and the bottom surface of the steel floor units. The screws attaching the wallboard to the studs along the top of the wall shall be located 1 in. below the bottom of the ceiling runner. No wallboard attachment screws shall be driven into the ceiling runner or into the optional deflection channel. The hourly fire rating of the joint system is equal to the hourly fire rating of the wall. 3. Joint System — Max separation between bottom of floor and top of gypsum wallboard (at time of installation of Joint System) is 1 in. The joint system is designed to accommodate a max 18.75 percent compression or extension from its installed width. The Joint system shall consist of forming and fill materials, with or without a deflection channel (Item 3A), as follows: System HW -D -0043 Continued on next page Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: 04/20/99 Specified Technologies, Inc., Somerville, NJ (800) 992.1180 v1 System HW -D -0043 Continued A. Deflection Channel — (Optional) — Max 2 in. deep min 24 gauge galv steel channel sized to accommodate ceiling runner (Item 2A). Deflection channel secured to valleys of steel floor units (Item 1A) with steel fasteners or welds spaced max 24 in OC. The ceiling runner (Item 2A) is Installed within the deflection channel to maintain a 1/2 to 3/4 in. gap between the top of the ceiling runner and the top of the deflection channel. The ceiling runner nests inside hte deflection channel without attachment. B. Forming Material"— Min 5 -5/8 in. or 7 in. depth of 4 pcf mineral wool batt insulation for 1 and 2 hr fire rated assemblies, respectively, cut to the shape of the fluted deck and installed into the flutes of the steel floor units between the top of the deflection channel and the steel deck the mineral wool batt insulation is to be compressed min 14.3 percent in depth such that it is flush with the gypsum wallboard surface on both sides of the wall. Additional sections mineral wool batt insulation are compressed 50 percent in thickness and installed cut edge first to completely fill the gap above the top of the wallboard. The forming material shall be installed flush with both surfaces of wall. Fibrex Insulation Inc. — FBX Safing Insulation C. Fill, Void or Cavity Material"— Sealant — Min 1/8 in. wet thickness of fill material spray applied on each side of the wall in the flutes of the steel floor units and between the top of the wall and the bottom of the steel floor units, and overlap a min 1/2 in. onto wallboard on both sides of wall. Additional 1/8 in. wet thickness of fill material shall overlap a min 1/2 if onto the steel deck on both sides of wall. Specified Technologies Inc. — SpecSeal Elastomeric Spray *Bearing the UL Classification Marking Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: 04/20/99 Specified Technologies, Inc., Somerville, NJ (800) 992-1180 v1 2 System No. HW -D -0054 Assembly Ratings —1 and 2 Hr. (See Item 2) Nominal Joint Width —1 in. Class II Movement Capabilities — 18.75% Compression or Extension 1. Floor Assembly — The fire -rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described in the individual Floor - Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Floor Units* — Max 3 in. deep galv steel fluted floor units having a min valley width of 4 -3/4 in. B. Concrete — Min 2-1/2 in. thick reinforced concrete, as measured from the top plane of the floor units. 2. Wall Assembly — The 1 or 2 hr fire -rated gypsum wallboard /stud wall assembly shall be con- structed of the materials and in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of galv steel channels sized to accommodate steel studs (Item 2B). Ceiling runner to be provided with min 1 -1/4 in. to max 2 in. flanges. When deflection channel (Item 3A) is used, flange height of ceiling runner is equal to or greater than flange height of deflection channel with a 1/2 to 3/4 in. gap maintained between the top of the ceiling runner and the top of the the deflection channel. When defection channel is not used, ceiling runner is secured to valleys of steel floor units (Item 1A) with steel fasteners or welds spaced max 24 in. B. Studs — Steel studs to be min 3 -5/8 in. wide. Studs cut 1/4 to 3/4 in. less in length than assembly height with bottom nesting in and secured to floor runner. When deflection channel is (Item 3A) used, steel studs attached to ceiling runner (Item 2A) with sheet metal screws located 1/2 in. below the bottom to the deflection channel. When deflection channel is not used, studs to nest in ceiling runner without attachment. Stud spacing not to exceed 24 in. OC. C. Wallboard, Gypsum* — Wallboard sheets installed to a min total 5/8 in. or 1 -1/4 in. thickness on each side of wall for 1 and 2 hr rated assemblies, respectively. Wail to be constructed as specified in the individual U400 Series Design in the UL Fire Resistance Directory, except that a max 1 in. gap shall be maintained between the top of the wallboard and the lower surface of the steel floor units. The screws attaching the wallboard to the studs along the top of the wall shall be located 1 in. below the bottom of the ceiling runner. No wallboard attachment screws shall be driven into the ceiling runner or into the optional deflection channel. The hourly fire rating of the joint system is equal to the hourly fire rating of the wall. 3. Joint — Max separation between bottom of floor and top of gypsum wallboard (at,time of installation of joint system) is 1 in. The joint system is designed to accommodate a max 18.75 percent compression or extension from its installed width. The joint system shall consist of forming and fill materials, with or without a deflection channel (Item 3A), as follows: System HW -D -0054 Continued on next page Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: 04/20/99 Specified Technologies, Inc., Somerville, NJ (800) 992 -1180 v 1 W LL` WO g . J Q ; FW Z i O s 3 0 O N, . 0 i— W W IlJ Z UN 0 2 System HW -D -0054 Continued A. Deflection Channel — (Optional) — Max 2 in. deep min 24 gauge galv steel channel sized to accommodate ceiling runner (Item 2A). Deflection channel secured to valleys of steel floor units (Item 1A) with steel fasteners or welds spaced max 24 in OC. The ceiling runner (Item 2A) is installed within the deflection channel to maintain a 1/2 to 3/4 in. gap between the top of the ceiling runner and the top of the deflection channel. The'ceiling runner nests inside hte deflection channel without attachment. B. Forming Material*— Min 5/8 in. or 1 -1/4 in. wide sections of mineral wool batt insulation for 1 or 2 hr rated assemblies, respectively. Sections of mineral wool compressed 50 percent in thickness and installed cut edge first to fill the gap between the top of the wallboard and the bottom of the steel deck. The forming material shall be installed flush with both surfaces of wall. Fibrex Insulation Inc. — FBX Safing Insulation C. Fill, Void or Cavity Material*— Sealant — Min 1/8 in. wet thickness of fill material spray applied on each side of the wall between the top of the wall and the bottom of the steel floor units, and overlap a min 1/2 in. onto wallboard on both sides of wall. Additional 1/8 in. wet thickness of fill material shall overlap a min 1/2 in. onto the steel deck on both sides of wall. Specified Technologies Inc. — SpecSeal Elastomeric Spray *Bearing the UL Classification Marking Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: 04/20/99 Specified Technologies, Inc., Somerville, NJ (800) 992.1180 v1 2 Selien Construction P. O. Box 9970 Seattle, WA 98109 REVIEWED BY: MAYES PROJECT: GROUP HEALTH, BLDG. A TESTING ENGINEERS, INC. INSPECTION REPORTS "OL RECEIVED DEC 1 8 2000 PUBLIC W RK Job #: Permit #: Owner: Group ' ealth/Trammel Crow Architect: Engineer: Contractor: Sellen 12/6/00 Inspected spray - applied fireproofing material (SAFM), Cafco 300, for conformance with the submittal, plans and UBC. Inspected SAFM thickness of joist, beams and metal decking within building lines 6 to 7/C to E, 2 floor framing. Thickness exceeded minimum requirements. SAFM was too fresh to permit sampling for density tests at this time. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jim Kay 917 - 134th St. S.W., Suite A -1 • Everett, WA 98204 • (425) 742 -9360 • FAX (425) 745 -1737 Sellen Construction P. O. Box 9970 Seattle, WA 98109 MAYES PROJECT: GROUP HEALTH, BLDG. A REVIEWED TESTING ENGINEERS, INC, INSPECTION REPORTS M rk A. a ha, P.E. INSPECTOR: Jim Kay RECIVE, r,......, ,,... -...._ • LIEU 1 i3 2OtJ Construction Co. Job #: E0336 Permit #: D2000 -267 Owner: Group Health/Trammel Crow Architect: Engineer: Contractor: Sellen 12/6/00 Inspected spray - applied fireproofing material (SAFM), Cafco 300, for conformance with the submittal, plans and UBC. Inspected SAFM thickness of joist, beams and metal decking within building lines 6 to 7/C to E, 2n floor framing. Thickness exceeded minimum requirements. SAFM was too fresh to permit sampling for density tests at this time. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. RECEIVED CITY OF TUKWILA DEC 1 9 2000 00 0.A 917 -134th St. S.W., Suite A -1 • Everett, WA 98204 • (425) 742 -9360 • FAX (425) 745 -1737 Ulf LW tun lo:Jo rnA etro4JU4ZZb 1 • SUBMITTAL RECORD suemirriNG FIRM: EXPERT DRYWALL CONTACT NAME: JIM MCDADE 040 QUANTITY SUBMITTED DATE SUBMITTED TO SELLEN 1/1 6/01 ENCLOSED SEPARATE COVER DESCRIPTION Kinetic Spring Isolation Hanger If items are not received as listed, please contact us immediately. • .* . ' , : . Please review the attached submittal and return 1 approved copy. Selien 111 ( 1 1 1 1ECIIIRAI 6R0UP. gi RIME WARRIOR NO EXCEPTIONS TAKEN (j COMMNTSAAED 0 NOTE MARKINGS APPROVED AS NOTED REVIEWED EiY DATE REVIEW IS FCR GENERAL CONFORMANCE WITH NE DESIGN CONCEPT AND CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT DOCUMENTS, NOR DEPARTURES THEREFROM. THE CONTRACTOR REMAINS . - tREVISEs&FR EirJ8M cRE s SIGNEDc.viouEs OF APPROVED SIGNED: X SUBMITTAL FILE SELLEN DAN BARRETT, Field Engineer CONSTRUCTION 227 Westlake Ave. N. PO Box 9970 Seattle, WA 90106 1. Sellen-Group Health JOBSITE: GROUP HEALTH COOPERATIVE — ROC WEST 12401 East Marginal Way South Tukwila, WA 98168 Tel: (206) 682-7770 Fax: (206) 623-5206 Tel (206) 682.7770 Fax (206) 623.5206 www.sellen.com GENERAL CONTRACTING CONSTRUCTION MANAGEUENT c)JsromErt SERVICE GROUP JAN 1 8 2001 BUILDING DEPARTMENT o oi RECEIVED Uti1D /UL tut 1.): JU t'A.► 6UD'JJJ b J Sellen -Group Health 040 -09250 Kinetic Spring Isolation Hanger APPROVED WITH CORRECTIONS NOTED. THIS APPROVAL DOES NOl RELIEVE THE SUBCONTRACTOR OR MATERIAL SUPPLIER FROM RESPONSIBILITY FOR ERRORS OR DEVIATIONS FROM DRAWINGS AND SPECIFICATIONS. SELLEN CONSTRUCTION CO., INC. GENERAL CONTRACTOR J B r7 P—I3 Date rfRPHRPciEuPaGlisPu N � i, P. Sft1TTIE, WASHINGTON 0 EXCEPTIONS TAKEN O COMMENTS ATTACHED ❑ NOTE MARKINGS 0 REJECTED REVIEWED BY M y REVIEW IS FCR GENERAL CONFORMANCE O R qy -� THE D CONCEPT CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THE CONTRACT DOCUMENTS, NOR DEPARTURES THER EFROM. 1 N EFROM. THE CONTRACTOR REMAINS RESPONSIBLE FOR ACCURACY, FOR CONFORMING AND CORRELATING OUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES FOR TECHNICUES OF ASSEMBLY, AND FOR PERFORMING THE WORK IN A SAFE MANNER. CONTRACTOR T0: 0 CONFIRM 0 CORRECT AND RESUBMIT fit_j002 ,U1/16 /U1 'l.'UE 13 :39 FAX 20643934'26 n � Moral Aber e!i as a e iml�¢o for i. gned l d :rsternt $•, srepe►efa4 CA6,A � Ieacian uyQ Pianism P area � r1 paate nee e Fr G `('°°I anseinbY. e Q� a ennrb>naQd trill nygata to an trc condo A �' The e .F g a'tQad Ne. 4 c m t- ao ^4Q adepts ro Model AF V/ sam tr 1nto,rtte Standard t>sed by ceiling r::°hatan wde two ' t 'QnGlars ale ava¢aC1a 1 (y load tangles: Mc el AI -1ap bud rang ? . tduds l kg , Used • e r I f t - _r `r r ' : aceucdcal Dle ;t r AF ca krad 'coca. ...�... wee for mold: (23-9t kg). nnti pinata in leers +t SR Mader AP hangers , .ill easy overlaid vesbaut Wt. S0iG0'd 6144 I2 FAIE Se[1e wIt tint. n ; Croup Health itillan Xiltatta hNista aro Model c � • h c "u+dcQ Fcr use e ry� f�r Wiled ceUing fetl .rl the c a s or M 1 AX-I pq e •lt g a Id moo N fragLar y •bused of ale coiling grid vin . �a'otormare c t Cher z e vensnle a l e u and aher Of • era audler. In,q, e r I n 9e ca .n n dnd r Y bg+ ms ef BYAsusl beard Mad aa! can be supported by hanger re !manse !Ps cowl ; anrin,ias;on lux Stet-Cord Mods( AR hangars Are Dped Mly aselamolep and assay to use. Sp smal accesze►las tars ervgabla 10 °rnt eeM�alS Mfa df oam 1 N321b 3N0.15N3NtIOD - -4 Ei1) ?14^ o P. 4 � -_ vz. _ ! isolation Hanger Model AF I %cr v—e r _ . - I�1003 Moto c.)g co 0 : g J a n Ir- IU Z W W 3 0 0 N 0 1_-- ui -1: LL a Z ' U N 0 CAD • ■I 0 �� T�� 111 ���1 MODEL SRH -1 -370 SRH - 1 -500 SRH -1- 600 SRH -1- 700 SRH - I -805 SPRING COLOR ORANGE 8 EI GE CHROME B EICE /WI II TE CHROME /WHITE RATED LOAD LB/KG 370/168 5 00 /227 6 7 00/318 805/366 RATED DEFLECTION IN /MM 1.62/41 1.56/40 1.57/40 1.50/38 1.30/33 A 1N /MM 3.69/94 3.69/94 3.69/94 3.69/94 3.69/94 3.69/94 3.69/94 7.38/187 7.38/187 7 .38/187 7.38/187 7.38/187 .50/13 .50/13 .50/13 .50/13 .63/16 .63/16 .63/16 .63/15 3.00/75 3.00/75 3.00/75 3.00/75 3.00/%5 3.00/75 3.00/75 3.00/75 3.00/75 F I N /MM 1.61 /41 1.61/41 1.61/41 1.61/41 1.78/45 1.78/45 1.78/45 1 . 7 8/45 DRAWN BY DW TI TLE - - ---'- MODEL SRH -1 -35 SRH -1 ISOLATION HANGERS HAVE A M Kx/!(y Or 1.0 SRH -t SPRING ELESAENTS ARE SAFE FOR SOLID LOADING SRH -I HANGER BRACKETS WILL CARRY (5) TIMES OVERLOAD WITH0U7 FAILURE 5RH -1 HANGER ERACKCTS WALL ALLOW 30' ROD MISALIGNMENT W ITHGU; SHORT CIRCUITING EXCEPT AS NOTED K SRH -1 SPRING [CEMENTS AND BRACKETS ARE POWDER COATCO. LOAD PLATES ARE BRIGHT ZINC PLA7ED. 5HH -I ISOLA ;ION HANGERS U1RNED 4 HAVE A NEOPRENE BC17C'V cFnIVG CM' MTH GROYNE ALL OIMIENS/ORS SHOWN IN INCHES AND M iIUME MRS. 8 NEOPRENE ELEMENT D- CIA. MAX. ROD SPRING FR. H7. '1N3W11000 3Hi 3O Ai lVflO 3141013la SI 113OLLON SIHl NVH121V3'13 SS31 SI 3141VZ1I S11-11 NI 1N3Wf1ooa 3141.11 30110N- 0 0 %0 0 t� 0'. Vy ut lb /U1 TUE 13:40 KM 2064393226 JIn' !HI 8 :43AM EXPERT DRYWALL DATE 1 -11 -01 DRAWN BY OF PROJECT Se(Ien 3:S4224 ROOM: SHEET 1L155 177111 Ave NE Redmond WA 97052 Phone: (4251 497 -o660 FAX, 14251 867 -5542 0 0 0 GREEN GREEN GRAY GREEN GREEN .7 0 rift 'EN GR EPt 0 LIR EN GREEN 25 1/2 ROOM E203 ISOLATION HANGER LOCATIONS 0 GRAY 0 GRA 0 GRAY 0 0 GREEN GREEN GR Y Sellen -Group Health 0 0 0 GRAY GREEN GREN 4 . GRAY GREEN GR 0 0 GRAY GREEN G 0 0 GRAY GREEN G 0 O G'AY GREEN —36 • I '' ' 37 1/2 72 37 1/2 25 1/2 No 48 48 48 Zoos =WOQa 7 ZZ7Sp Ua113S 1 1.3 d X 3 M013WA1N0] MS GM 7tVd 09 90 - L6> ISZf) auoy,f ZSo96 rM puorpa 311 am LOLA 95. ?1 • Zil Bl dl1J anis OOd 03 0 1 /381-11 .B /E 11 01Vf10S1 9NIHdS L-HHS S3113NIX 110@ 3,1,3 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 'IN30Yf1000 3Hl �O kLIlYf O 3H1013f10 SI 11:33IlON SIH.L ; N1/Hl 2fM310 SSW' SI 3WVb J s_ HI NI LN311t . QQ •3O■LQN • CCP N L (4EE 17AA Ave NE Redmond WJ 96C52 P hone : ILZ5) 497 - 0660 F AX: K25)'867 - 554 DWG. ND. FSP3004 -1 REVISION 1 4 /8 v DATE CONTRACTOR 1 -11 -01 DRAW14 BY Expert DF .105 PROJECT Sellen u54224 ROOM: E203 RFI: 13 4 SHEET 2 1 r 6 September 25, 2000 Alex Clark Cornerstone Architecture Group 1904 Third Avenue, Suite 500 Seattle, WA 98108 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -267 Group Health — Building `A' 12401 East Marginal Way S Dear Mr. Clark: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl City of Tukwila Department of Community Development Steve Lancaster, Director xc: File No. D2000 -267 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206. 431 -3665 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -267 DATE: 11 -21 -2000 PROJECT NAME. GROUP HEALTH ROC- BLDG 'A' SITE ADDRESS: 12401 E MARGINAL WY S SUITE NO Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Buil i n Division ,,�� L . Public o s Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS 0 Approved Incomplete Structural Review Required CORRECTIONS: (ten days) Approved with Conditions E REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: V IRUUIIDOC Wig Fire Prevention n Planning Division Permit Coordinator DUE DATE: 11-28-2000 Not Applicable n U No further Review Required DATE: DUE DATE 12- 26-2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: w CO LL g , u. N Cl Z1- LU V :co, ; r 0 Hs w W( u 0 S_ • Z U _CO O /— Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -267 DATE: 8 -11 -2000 PROJECT NAME: GHC -ROC WEST BLDG "A" SITE ADDRESS: 12401 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building i6itn WWI PL 4i Wgrks b-lS tfil WNRUI)Il.1)oC L'M) Complete Approved DETERMINATION OF COMPLETENESS: (Tues., Thurs.) CORRECTION DETERMINATION: Fire Prevention 0.-t1 Structural Incomplete n TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: Planning Division Permit Coordinator No further Review Required DUE DATE: 8- 15-2000 Not Applicable ❑ Comments: DATE: DUE DATE 9 -12 -2000 Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: bnEVIC ediA � .I utud.a.k Q- ocC DUE DATE Approved with Conditions Not Approved (attach comments) DATE: � W ; U Q cn LU 9 u. W co d tu Z � U 0! wW L I O '• i ii Z c) N ! O z f REVIEWER'S INITIALS: ACTIVITY NUMBER: D2000 -267 DATE: 9 -26 -2000 PROJECT NAME: GROUP HEALTH COOP R.00 SITE ADDRESS: 12401 E MARGINAL WY S SUITE NO: Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division t211 Aye& 11 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete V Incomplete n Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: Approved n YWROUIl.000 4`YI PERMIT MOR PLAN REVIEW/ SLIP Fire Prevention Structural ❑ Permit Coordinator Planning Division DUE DATE: 9 -28 -2000 Not Applicable ❑ n No further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 10 -26 -2000 Approved n Approved with Conditions Not Approved (attach comments) n DATE: CORRECTION DETERMINATION: DUE DATE Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Revision No. Date Received Staff Initials Date Issued Staff :: Initials Summary of Revision: Summary of. Revision: Received By: . • " Received By: _ Revision No. Date Received • Staff Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: • Received By: . Received By: Revision No. Date Received Staff Initials Date - Issued Staff Initials Summary of Revision: Received By: . Revision No. PROJECT NAME: �J'�1 .�-�'�1- F IQ 'A' PERMIT O :. cO- Site Address:124ot E Malinal tki Original Issue Date: J I- -U2_ REVISION LOG Revision • No. Summary of Revision: Date Received LI Date - Received Staff Initials Staff Initials Receive • Bv: Received By: Date Issued Summary of Revision: A , 4 -J j , to o CP ►2a f10416 • (please print) Date Issued al l (please print) (please print) (please print) (please print)• 'Staff Initials Staff Initials City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. I/ -1 Date: f f Z Plan Check/Permit Number: bZE.Lb ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 1 g Revision # I after Permit is Issued 641:3 014 x¢8 Sheet Number(s): "Cloud" or highlight all areas of revision including ddte of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 1 1 2.J - CO RECEIVED CITY OF TUKWILA 2.01- NOV 2 1 2000 ^.. �, \ tA (/ ` PERMIT CENTER Project Name: (l ooP l ` o oc-ti v ` �OG (A),94,1- tty Project Address: / 40/ igia AmeteAt. Amy couto Contact Person: [ C mLkL - CG e~m /1 Phone Number: op& 4E,2- *270 Summary of Revision: A 1)1410 i ol% st' 44v greAA4 {ate efref44 t A2'�itKL govt felAeMtil 114A/C.. 08/30/00 City of Tukwila PERMIT CENTER SEP 2 6 2000 John W. Rants, Mayor Department of Community Development CITY OF TUK:tTCA a Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: q • 2k0 ^ 20 Plan Check/Permit Number: 1.)2 " 2401 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ( • M L $05 1 3 4 :41 Dte- t'c7 ❑ Revision # after Permit is Issued Project Name: ( �DO p L 412 / 44L 1 &Z *-40 E f ' : Q(? U.3'64 'A► L'D AI A Project Address: Z'4O l i M VII A�►r1c. (.)A C°t t . Contact Person: GcA•RJIe-- Phone Number: Zo(o (0'2' S 2 O Summary of Revision: 1 � 1 • J1 Si OA %) of pl,.M.) G,A-y o�' 'a r a. 5 .►sh of rFs • ADD: c»3 o� Vooft4 { toR1L4G 1 6,c'fs,os►d d" 2" rEowQ. Goa -24OO2 4b 12i4 s� Arm. W AS , ADJ ,w,r• rk" of F,wako' - (Ark 04. evicts. • I 1('rGt i,A creA6arkzo4 lavr wl, of 3 C of o rz. .00 SPR. -0Q - ;Ne- 'Brit- ?P O1 t $ ftc . 40 ik IN1"b►4£96644 yh Asti �• Sheet Number(s): Pf I /42.2 A2, 3 t.ti i X42, 5 ! Pc?, C. k2.1 A2.15 KA A 5,S ;44 "Cloud" or highlight all areas of revision including date of revision A 10 .4 Act L�q,S Received at the City of Tukwila Permit Center by: gr Entered in Sierra on q-21,0 - Do 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D2000 -267 (510) August 17, 2000 Steven M. Mullet, Mayor Re: Group Health ROC - 12400 East Marginal.Way South, west building #A Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 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) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439 City of Tukwila Page number 2 Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief 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 10, 4 -3, 4 -4) 2. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 -4404 • Fax: 206.575.4439 City of Tukwila Page number 3 Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) Manually operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 '�nYl:�'iYeA$.44iILu{]LJa y:u?.��465�`L1awY,vi:1i. City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 4 3. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1901) (designed to 1999 N.F.P.A. 13, ordinary hazard) Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4 -1.2) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans with Disabilities' act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1900. Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) When the control panel is located inside a room, the '+clr�:.i.+...:rs�N.vv.H:l uww, 'uzG.w: >:.dnY w..:'P v':.xu. ,, .- ,,. •ii •. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 - 575.4439 W o( Ji N 3' Z H O Z F- Ali ,O N. w w` _ Z' im ■ O ' ,Z city of Tukwila Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief Page number 5 door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1900) 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 #1900) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110-16(a), NEC 110-16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 6. 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. 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) 8. Draft stops shall be installed in attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces of buildings having uses other than dwellings or hotels so that the area between draft stops Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 - 575.4439 ' 1 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 6 Steven M. Mullet, Mayor 2 r does not exceed 3,000 square feet and the greatest u_ <? horizontal dimension does not exceed 60 feet. Where N 0 approved automative sprinklers are installed, the area w betwen draft stops may be 9,000 square feet and the z �. greatest horizontal dimension may be 100 feet. (UFC p' 708.3.1.2.2) 9. When walls and ceilings are required to be of fire 3 CE resistive or noncombustible construction, interior finish c�' 0 1. materials shall meet the requirements of Uniform Building 0 H Code 803. w w; 10. The maximum flame spread class of finish materials CY " used on interior walls and ceilings shall not exceed that z set forth in Table No. 8 -B of The Uniform Building Code. ; (UBC 804.1) 0 : 11. Your street address must be conspicuously posted on z `. the building and shall be plainly visible and legible from the street. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (UFC 901.4.4) 12. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 13. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 - 575.4439 City of Tukwila Fire Department Thomas R Keefe, Fire Chief Page number 7 Yours truly, 5o The Tukwila Fire Prevention Bureau cc: TFD file ncd Steven M Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206 - 575.4439 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and/or shower 4 • 2 Dental units or lavatory 1 1 Dishwasher 4 2 Drinking fountain (each head) 1 1 Hose bibb or sill cock 5 3 Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 I 2-• Sink, clinic, flushing 10 10 Sink, kitchen 4 2 (0 2 i' Sink, other 4 2 Sink wash, circle spray 4 4 Urinal, flush tank 3 3 Urinal, pedestal 10 10 Urinal, wall or stall 5 5 Water closet tank 5 3 Water closet, flush valve , 10 6 Non - Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities atter February 1, 1990 shall be subject to a capacity charge. The amount of the charge Is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740. (Please print or type) / O ., LL Owner's Name S lit C OUA 4104 ' Property Tax ID # 145 041 0 Property Legal Address: (Last. First. Middle Initial) Building Name (if applicable) Std r L f� t'_1 c r l4 f t Subdivision Name Lot # Party to be Billed (if different from owner) Subdiv. # Block # Party's Mailing Address: (if different from property address) Property Street �[./A f 44A l4*tL l.JPr7' SQT' U. Address 1 01 City, State, Zip r /-A- 1/10 Pr Owner's Phone Number ('WU 2M N - f •CIP or Property Contact Phone # ( ) Owner's Mailing Address: (If different from above) City or Sewer District %/ILL - VV t . 1.22. 0 / 'J IIGL1tl -A . I t . Date of Connection S) rht 40 Side Sewer Permit # r,t)lr-La) 1 LAN cl f1 KIM COUNTY A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units ,• , � #li4�r ��. F„ "%; s.y + gam` t i For King County use :k Accoun # 'r fit te Tit, Month ae l v ;va i.,,:b''il, l� i 1059 (Rev. 11/96) 20 Total Fixture Units 1� RCE White - King County B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: - f A 144 M6 ' - dirt£ ce Estimated Wastewater Discharge: Gallons /day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) C. Total Residential Customer Equivalents: (add A & B) A B Date 187 1� cz( I. RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determinatio . of a revised capacity charge. Signature of Owner/ Representative Print Name of Owner/ Representative Yellow - Local Sewer Agency Pink - Sewer Customer RCE Wi z. W ce to' W = ', N u2 W } O } u_ Q; = tu z o z W U0 Oy p f} =w u — 0 lll w co O F625.052.000 (8197) I certify that the above registration number is true and accurate as a sworn notary in the City of Seattle, State of Washington, County of King. By:_ Gary D. SELLEN CONSTRUCTION DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL : "DATE `CCO1 SELLEC *372NO:06 /01'/20.01: eEFFECTIVE•EDATE , ' 08/2 0/1963 SELLEN CONSTR CO INC PO BOX 9970 SEATTLE WA 98109 227 Westlake Ave. N. PO Box 9970 Seattle, WA 98109 Date Tel (206) 682.7770 Fox 1206) 623.5206 www.sellen.com June 1, 2001 GENERAL CONTRACTING CONSTRUCTION MANAGEMENT CUSTOMER SERVICE GROUP 1"LaSIIIH, LTA E ENERGI ;JOE L1,µ- R ' LE , ,AL DESLiR1PTION NG Lots c _ loh. c reuict R _ rtehLrgah 3 hcots, os recorded ',lane 13 .,o, Recc „ ....0 nt); 3 0,1iFinER Y <th the fast ,vacated 3 A Sod - -, as :ocatec o. Ondmance No. Ta63 and recd -cee once Recordisd No. SCI EXCEP me North 10 feet cr sold Lets 1 cal 3" conveyed to King ^ .v for rood cT Deea recorded ...ma n 'co -aina No. µFO; 4N: that oor,o 'lying ITC l' g East C' n " Marg W„) ,.s established oy Deec - eco -dee under Record-na No. 0'040 67, end; Lots throLgh 8 le Black and the :Loath 1 0 hee1 of Lot 2 ono a . of -c,s 25 through 32 i n dock 7, orb u_s 2 th ougn 8 In Block 8 and Lots 27 throhee Bla o a'.;. In Riverton, a replot of part of Rohe-side Interurban Tracts, as pen Plat recorded in Volume 13 of Blots pace 36. Records of King County, TOGETHER with that portion of vacated 3 7th Avenue South adjoining Block 7 and 8 as vaaa ec by Ordinance No. 1863 one orded under Recording No. -402 .50.1; EXCEPT that portion of .aid Elocks T cad 8 conveyed :a Ming Oisinty for 3 Avenue South b Deed recorded under Recording No 7401040465; AND EXCEPT that pc•,ion of Blood 8 . :End East of the West margin ur East Marginal Way, es estab'iished by Deed recorded under Recording No. 7 - -63; AND EXCEPT the North i0 feet of ots 1 can 32 H Block 7 conveyed Nor road by Deed recorded 3n er Recording No. 7401040464; STucle in the Oho. of Tkwla, Countv oh 0ira State of ELK!,_ NOTES GCIN ` -R'AI'L HE coNTRACTOR SHALL BE RESPONSIBLE FOR SAFE, IN TIE AREA OF WORK IN ACCORDANCE INT! AL APPLICABLE SAE CODES. 2 THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWJER /ARCHITECT/ENGINEER HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR DAMAGE TO PPOPER, CAUSED BY THE NEGLIGENCE OF THE CONTRACTOR, HIS AGENTS, EMPLOYEES, OR SUBCONTRACTORS. K EACH CONTRACTOR SH BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK AND :HALL REPAIR SAID DAMAGE AT HIS OWL °TEENSE. CONTACTOR TO OBTAIN ALL PERMITS ANT APPROVALS. 4. NOT USED opts: ALL WORK 'SHALL CONFORM TO THE APPLICABLE SADAO CODES AND ORDINANCES IN CAS- OE ANY CONFLICT WHERE THE ME :DDS OR STANDARDS OF INSTAL A'IO, OF T,E MATERIAS SPECIFIED DG NOT EOUA.L OR EXCEED +E REQUIREMENTS OF ITT LAYS OR - INANC,S, THE LAYS OR ORDINANCES SHALL GOVERN. NO'IFY TILE ARCHITECT OF ALL CORR.. 4,20.470N SHOWN ON TIE D?A'HMGS RELATIVE 'O EXISTING CONOTONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE 9, -OUT GUARANTEE OF ACCURACY rHE CONTACTOR SHALL FIELD 1ERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF AN" DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH TFiE WORK. 2- DIMENSIONS OF PLANS ARE TYPICAL TO THE FINISH. FACE OF WALLS, UNLESS NOTED OTHERWISE, DO NCT SCALE DRAWINGS THE CONTACTOR SHAL USE DMENSIONS SHOWN ON THE DRAWINGS AND ACTAL FIELD MEASUREMENTS. NO THE ARCH - PCT IF DISCREPANCIES ARE FOUND, OO CNIATION: TIE GENERAL CONTRACTOR S FILL BE RESFOIISIBLE FOR THE VERIFICATION AND COORDINATION OF THE YORK F ALL TRADES TO ASSURE COMPLIANCE w n :HE DRAWINGS AND SPECIFICATIONS. -!RE PROTECTION ' PRE PROTECTOR A IERATONS DESIGN-BUILD AS REQUIRED. SUBMIT ALL REQUIRED DRAWINGS TO AL CODE OFHCALS AND FIRE MARSHALL. 2. PROVIDE FIRE PROTECTION AT ALL PENETRATIONS Or FIRE RATED ELEMENTS AS REQUIRED BY COOS. 3. SUBMIT (21 COPIES OF THE FIRE PROTECTION DRAW. TO OWNER FOR RENEW BY OWNER'S INSURANCE CARRIER. PRON. FIRE EXTINGUISHERS AS REQUIRED BY UNIFORM BUILDING COD'_ AND LOCATE PER FlRE MARSHAL'S DIRECTION. FIRE EXTINGUISHER PER 3,000 S.F. OF BLDG. AREA WTI+ 75-0" TRAVEL DISTANCE BETWEEN EXTINGUISHERS. EXTINGUISHERS U.L. RATED -44 5. MAINTAIN STRUCTURAL AND FIRE RESSKW INTEGRITY AT EXTERIOR AND RATED INTERIOR WALL PENETRATIONS FOR ELECTRICM, M CH'NICA_, P_ UMBINC AND - COMMUNICATIONS CO`DUI TS, PIPED MID SIMILAR SYSTEMS PER UNIFORM BUILDING CODE SECTION 30251. 6. EIRE S'OPP726 GROUP HEALTH COOPERATIVE REOTRES.TECSEAL 5F2DUC23"BEUSED CONFORMAN2F TO SPEGETI TECHNOLOGIES r .' ' - v , . R„v BE QUICK RESPONSE SPRINKLER HEADS, TYPICAL THROUGHOUT- TO MATCH BUILDING STANDARD SPRINKLER HEADS TO BE % COMPONENT OF EVACUATOR ASSISTANCE PROVISION V.:H SUBMITTED EMERGENCY PLAN IN LIEU OF AREAS OF EVALUATOR . SIISTANCE PER WAC 51 -40 -1104 CONSTRUCTION�� 1. CONTRACTOR,SIEALO 1NVESTIGATt AND VERIFY LOCATIONS OF STRUCTRAL, MECHANICAL, AND ELECTRICAL ELEMENTS AND OTHER'EXIS3NG CONDITIONS PRIOR TO BEGINNING THE WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WALL BLOCKING REQUIRED FOR 'WALL AND CEILING MOUNTED ITEMS. 3. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND RNISHE0 UNLESS NOTED AS EXPOSED ON CONSTRUCTION DRAWINGS. 4 . OFFSET STUDS 'WHERE REQUIRED SO THAT FINISH 'NALL SURFACES WILL BE FLUSH. 5. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. 6. GENERAL CONTRACTOR IS TO COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS FOR ALL REQUIRED ROUGH -INS, AND TRENCHING REQUIRED FOR ELECTRICAL AND PLUMBING RUNS. 7. FRO'NDE PRESSURE TREATED WOOD AT AL LOCATORS WHERE WOOD IS EXPOSED TO TIE EXTERIOR OR WHERE WOOD COMES INTO CONTACT WTH CONCRETE OR SOIL. 8. DISCREPANCIES BETWEEN EXISTING CONDTONS AND CONTRACT DOCUMENTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT. CEILING 1. CEILING HEIGHTS, WHERE INDICATED, ARE FROM FINISHED FLOOR TO BOTTOM OF CEILING FINISH SURFACE. FINISHES 1. AL PAINT AND WA LCO ERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. PREPARE FLOOR PER MIAN FA URER S RECOMMENDATIONS TO FRONDE LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSTONS. MECHANICAL & ELECTRICAL 1. ELECTRICAL & MECHANICAL SYSTEMS UNDER SEPERATE PERMIT. 2, MECHANICAL K ELECTRICAL CONTRACTORS SHALL BE RESPONSIBLE TO MAINTAIN COMPLIANCE WITH APPLICABLE CODES AND STANDARDS. AND OBTAIN AL NECESSARY PERMITS AND APPROVALS. DEVIATIONS FROM DIMENSIONED LOCATIONS MUST er APPROVED 9Y THE ARCHITECT OR OWNERS PROJECT MANAGER, .. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT DRAWING INDEX ARCHITECTURAL AC Lover Sheet A2.0 Phasing Plan A2.1 Floor Par - Overall 1st & 2nd A2.2 1st Floor Plan - West A2.3 1st Floor Plan- East A2.4 2nd Floor Plan - West 52.5 2nd Floor Plan- East 02.6 1st Floor Furniture Plan - 'Nest A2.7 1st Floor Furniture Plc, - East A2.8 2nd Floor Furniture Plan - West 02.9 2nd Fluor Furniture Plan - East A2.10 1st Floor Finish Pion - West A2:1 1st Floor Finish Pion - East 52.12 2nd Floor Finish Plan - West 02.13 2nd Floor Finish Plan - East A2.14 Enlarged Floor Plans A2.15 Enlarged Floor Plans A5.1 Wall Sections A5.2 Wall Sections 05.3 Wail Sections A6.1 Door Schedules A6.2 Relite Schedules 06.3 Finish Schedules A6.4 Door & Window Types Details A7.1 A7.2 A7.3 A7.4 58.1 Roof Plan - Details A9.1 RCP 1st Floor - West 09.2 RCP 1 st Floor - East A9.3 RCP 2nd Floor - West 09.4 RCP 2nd Floor - East A10.1 Details A10.2 Details Interior Elevations Interior Elevations Interior Elevations Interior Elevations ELECTRICAL E0,0 Electrical Symbols & Abbreviations E1.0 1st Floor Lighting Plan W'cs: 01.1 1st Floor Lighting Plan East E1.2 1st Floor Power Plan - West E1.3 1st Floor Power Ran- East E1.4 1st Floor Mechanical Power Plan - West 1.5 1st Floor Mechanical Power Plan- East 02.0 2nd Floor Lighting Plan - 'West E2.1 2nd Floor Lighting Plan- East E2.2 2nd Floor Power Plan - West 02.3 2nd Floor Power Plan- East E2.4 2nd Floor Mechcanical Power Pion - ttest E2.5 2nd Floor Mechcanical Power Plan- East 53.0 03.1 E3.2 Details Panel Schedules Panel Schedules CODE INFORMATION RuILOi "G ADDRESS 2. JURISDICTION LAND USE ZONE 4 . DING CODE 5. CONS . UC :ON -YPE 6. OCCUPANCY GROL" FP C0- WORK 15 PRO.CT 50RX. TO COME -0 THE FOLL0WNG CODES: UNIFORM euiLDNG CODE 1997 EDITION .MECHANICAL CODE 1997 EDITION :CAL CODE 1993 EDITION T ^ U K. 'N CDC 1 EDI00 dNIFOR',! FiUM81NG CODE 1997 EDIVON AMER-0 AMER3002 DISABILITIES AT OF 1994 c LIFE SAFETY CODE 1991 995-000 WAStsNoTON SLATE 000. OF HEALTH (0.0.H_) NASKOGEDN STATE W.A.C. CHP 1 1,13, 20 4 c EEN:3TO, SLATE FIRE LAWS 0322 AMENDMENTS 1990 iti,ERNSTON _ 0.E ENERGY „ODE 1998 WASEEN STATE VENTILATION CODE 1995 EIRE C3 9 91020 SI 9 O CONED, } .0 N PA 13 REQUIREMENTS REMENTS BLIBMIT C Gr 3L 0 9053550 TO 29950.0 FRE MARSHAL -CR APPROVALS. A\, Aa1M N2MENTS TO THE 090 BY THE CITY OF TUKW_A SITE PLAN ADC NORTH AREA OF WORK BUILDING "A" 1ST & 2ND FLOOR 12401 EAST MARGINAL WAY SOUTH TUKWLA, WASHINGTON 98168 -2559 CITY OF TUKWILA MICA LIGHT INDUSTRY 1997 U0C w/ N8A. STATE AMENDMENTS - SEE BELOW Architect: Cornerstone Architectural Group TYPE 5 -N SPRINKLERED CtiLIMIT'E.�AR�AT R S1YTC. 58�.Z) 1904 3rd Ave Suite 500 Gp Seattle, WA 98101 ( .(2 . E N r1TTEGEC /R&FEG652l) J riaFtce 215E phut 206 / 682 -5000 MAIN FLOOR AREA 31,828 S.F. SECOND FLOOR AREA 35,560 S.F. TOTAL FLOOR AREA 57,388 S.F. NEW CONSTRUCTION INTERIOR TENANT IMPROVEMENTS ONLY 67,388 S.F. OFFICE SPACE SST FLOOR / L e) 71 2OOO2 PROJECT TEAM Owner: Group health Cooperative 521 Wall Street Seattle, WA 98121 206/448-5955 Proj. Mgr: Jim Wood Project Mgr Ale/ Clark LOCATION MAP _S 0_11_1_1i_ L2 4 T H SS R_E__E-.-I I KBT PHASE I HASE ) N - 1.. s <T < !T 1 PHASE I PHASE II 2 PARKING CALCS BUILDING A: OFFICE 28,564 S.F. 3/1,000 S.F. MANUFACTURING 53,048 S.F. 1/1,000 S.F. TOTAL PARKING PROVIDED: BUILDING A: STANDARD OMPACT HANDICAPPED TOTAL PROVIDED Electrical: AWA Electrical Consultants 19015 - 36th Avenue West Suite Lynnwood, WA 98036 425/775 -1799 Project Mgr: Jim Weber NORTH EXISITNG PARKING TO REMAIN NO CHANGE = PARKING OK • ■ 87 STALLS 54 STALLS 141 STALLS 370 STALLS 4 STALLS 8 STALLS 412 STALLS RE.Vi3iONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WRHOUT PRIOR F: "r'P.OVAL OF TUKWILA BUILDING DIVISION. CID OF TUKW1u. APPROVED N05 0 0 2000 AS hiDLD 2D FOR: ,.SAL FPN: 5084 Group Health �� Coo atrse of Puget sou ci C C E o /ELL } co L ® 0.07 D c c C 0 D • C c O .c 5 .CC 7 N lL W co 35 0) project no. 360002 date 11 -1 -2000 revisions CITY OF TUKWILA COMMENTS 9 - 25 -2000 C 0 15 a) ji F- BID SET 10 -2 -2000 .5020 OF 53 581 5 50MMEN75 . r II -1 -2000 sheet title COVER SHEET sheet V AC c �u NORM .alllllho. FP -2.DWG FP -1.DWG 2ND FLOOR PHASING PLAN O G 1ST FLOOR PHASING PLAN Phase 3 SCALE: 1 "= 16' -0" SCALE: 1".= 16' -0" Phase 1 Phase 2 OCL LEGEND 7 HOUR RATED WALL 17TTj t HOUR RATED � CORRIDOR 0101 01 TUnr,, AP1OVED 601 D 3 2000 AS 6560 L M 10f: Coope Group Health ve of Puget Sound FPN: 5084 E ) ors a a ` ) a c o0E ._ o o U o f y.r C L 0 V O 1- > � project no. 360002 date 11 -1 - 2000. revisions GIN OF TUKWILA COMMENTS Q - - 2000 BID SET 10 -2 -2000 2 CITY OF TUKWIL6 COMMENTS . I -1 -2000 sheet title Phasing Plans sheet A2.0 ORD, NOR, eVlll�el. FP -2.DWG FP -1.DWG OVERALL 2ND FLOOR PLAN OVERALL 1ST FLOOR PLAN SCALE: 1 "= 16' -0" SCALE: 1 "= 16' -0" D2006 ca7 LEGEND t HOUR RATED WALL { 2 1 HOUR RATED �� � CORRIDOR CITY OF TUIlntt, . APPROVED NOV 03 1000 AS NOTED ,E16#'G 06^6616 ®® Group Health `` al 0 Cooperative of FLget Sound FPN: 5084 m E o a a ) a o 0 E "Fri _ ® � 'rn al 0 0 a0< c w Q 0 0 Fop %1 = > 5 r c m project no. 360002 date 11- 1- 2000. revisions A GIN OF TUKWILA COMMENTS 6 -26 -2000 016 SET 10-2-2000 = CITY OF NKWILA COMMENTS . it -I -2000 sheet title Overall sheet A2.1 co a c 0 a) a1 1- I cr �flexand r J. Clark STALE OF WASHINGTON Floor Plans O TYPICAL CONSTRUCTION NOTES I. SPRAY -ON EIRE PROTECTION ® STRUCTURE Au FLOOR DECK ABOVE. PROVDE SURFACE PROTECTION AND THICKNESS PER MANUFACTURER'S RECOMMENDATION. 3. PROVIDE 6 ACOUSTICAL BATT EXTENDING 24' PAST EACH SIDE OF ALL WALLS ENCLOSING ALL CONFERENCE ROOMS, TRAMING ROOMS AND OFFICES TYPICAL. 2 Alternate #1 - Provide One -Hour Fire Proofing Point at location of Spray -on Fire Proofing - Sherwin Mlliams Flame Control No 55044 (Fire Retardant Intumescent Mastic) Apply 3/1C thick wet, 5/32" thick dry in accordance with manufacturer's d recommendations a ULC 0600. At steel to a intumescent paint, prime with Tememec 66 or equal. CaordInate with intumescent paint section. WALL TYPES OFFICE =GE N132 j J FF.CE OFFICE 1 „22 ) ` W1L1 OF - ICE ( tN 31 ) 28 ++1318 W13OR 9' -11” 2 OFFICE w1408 OFFICE W140 1 OFFICE OFFICE ( WI50 ) ( W149 ) OFFICE W130 W124 ) OFFICE W139 ) OFRC (W129 ,) OFFICE W138 ) OFFICE OFFICE ( W148) (W147 ) OFFICE ( W114 ) FILES 0' -8' W128 OFFICE COPY ( w137 ) ( W136 OFFICE OFFICE C w146 ,) ( w145 WI 00C4 W10.3 RRIDOR 42'-10" Wi336 OFFICE r W133 } CORRIDOR (,W02 1• COFFEE. -b't w110 ) OFFICE W113 ) OFFICE Ur EICE ( W112 ) 14'-9" STORAGE W109 ) 2C -5" 10 -11" SHELL CH 1 ( w 53 J o 20' -0" \ ELEV. MECH W100M1 JAN ( '11104 LOBBY (w100(1) El Om. OFFICE OIL 1B t00C1 A 1 OFFICE El 34 ) Et 0008B 01 EXISTING SHELL AND CORE WALL TO REMAIN El EXISTING 1 HOUR RATED SHELL AND CORE WALL TO REMAIN 1B EXISTING EXTERIOR STOREFRONT SYSTEM TO REMAIN TYPICAL CONSTRUCTION FLAG NOTES 02 INTERIOR PARTITION - 1 HOUR RATED 3 1/2" METAL STUDES 0 16" O.C. W/ 5/8" TYPE "X" GWB EACH SIDE W/ ACOUSTICAL BATT INSULATION - FULL HIEGHT SECURE TRACK AT TOP AND BOTTOM ®18" O.C. EXTEND TO STRUCTURE ABOVE 2 INTERIOR CURVED PARTITION - 1 HOUR RATED 3 1/2" METAL STUDES 16" O.C. W/ 5/8" TYPE ° X" GW8 EACH SIDE W/ ACOUSTICAL BATT INSULATION - FULL HIEGHT SECURE TRACK AT TOP AND BOTTOM ®18" O.C. EMEND TO STRUCTURE ABOVE. PROMOS PREMIUM FINISH ON ALL CURVED SURFACES. 03 INTERIOR PARTITION - NON -RATED 3 1/2" METAL STUDES 1916 O.C. 61/ 5/8" TYPE "X" GWB EACH SIDE W/ ACOUSTICAL BATT INSULATION - FULL HIEGHT SECURE TRACK AT BOTTOM 0 18" O.C. SECURE TOP OF WALL 0 COUNG MAIN RUNNER. SEE DETAIL 6 /A5.1 31 INTERIOR PARTITION - NON -RATED 3 1/2" METAL STUDES © 16" O.C. W/ 5/8" TYPE "X" GWB EACH SIDE W/ ACOUSTICAL BATT INSULATION - FULL HIEGHT SECURE TRACK AT TOP AND BOTTOM ®18" O.C. EXTEND WALL TO STRUCTURE ABOVE 0 INTERIOR CURVED PARN6ON - 3 1/2" METAL STUDS A 16" OC. W/ 5/8" TYPE "X" GWB EACH SIDE W/ ACOUSTICAL BATT INSULATION - FULL HIEGHT SECURE TRACK AT BOTTOM ®18" O.C. BRACE TOP OF WALL ®4' -0" MIN. TO STRUCTURE ABOVE. PROVIDE PREMIUM FINISH ON ALL CURVED SURFACES. 05 INTERIOR PARTITION - PARTIAL HIEGHT 3 1/2" METAL STUDES (8 16" O.C. W/ 5/8" TYPE "X GWd EACH SIDE SECURE TRACK AT BOTTOM ID 18" O.C. PROVDE FREE END WALL INTERNAL BRACE PER DETAIL 8/A10.1 © INTERIOR PLUM81NG PAR11108 - 6" MTL STUDS 6 16" O.C. W/ 5/8" EA SIDE W/ ACOUSTICAL BATT INSUL - EXTEND TO 9" ABOVE T -BAR CEILING - BRACE TO STRUCTURE ABOVE ®4' -0 O.C. MIN. 6A PLUMBING WALL IN RATED CORRIDOR SEE WALL TYPE 6 EXTEND TO S•U TURE ABOVE HR RATED CORRIDOR TUNNEL CONSTRUCTION - SEE DETAIL 1 A$ O STAINLESS STEEL CORNER GUARD - 1 1/2" X 1 1/2" X .125 ANGLE EXTEND FROM TOP OF BASE TO 42" A.F.F. - TYPE 304, FINISH {4, EASE EDGES. ATTACH WITH EXPDXY CONSNCTION ADHEASIVE, PROVIDE FULL ADHEASION. LEGEND EXISTING WALLS TO REMAIN _ = WALLS TO BE REMOVED PARTITIONS - SEE WALL TYPES NORTH PARTIAL HEIGHT PARTITIONS SEE WALL TYPES 1 HOUR RATED WALL PARTITIONS EXIT SIGNS ,I� Ii wAT TYP `DZD00 2 ce_7 1ST FLOOR PLAN FP -1. DWG O –8 " 4 -8 SCALE: 1 "= 8' -0" < � J CITY OF TUhBrw APPROYED NOV 0 3 2000 as N01EO • J2,27,G DM904.1 0— b r.FY PI AN 1GT Fl (l( FAST FPN: 5084 O. 0 0 0. 0 0 BID SET 10- 2-2000 E o 0 ? W 0 f_ ai 0 E O a 2 ft c '- Q CA W ® C > aN p� m nder J. Clark STATE OF WASHINGTON Group Hea! #h ;; Cooperative of Puget Sound s E project no. 3.60002 date 11 -1 -2000. revisions A CITY OF 'NKWILA COMMENTS Q -26 -2000 GIN OF TUKKIILA 000848068TS . 00 I I -1 -2000 A2.2 co SCC 0 � c e - 1— sheet title 1 ST FLOOR PLAN - WEST WALL TYPES EXISTING SHELL AND CORE WALL TO REMAIN EXISTING 1 HOUR RATED SHELL AND CORE WALL TO REMAIN EXISTING EXTERIOR STOREFRONT STEM TO REMAIN INTERIOR PARTITION - 1 HOUR RATED 3 1/2" METAL STUDES ® 16" O.C. W/ 5/8 TYPE "X" GAB EACH SIDE W/ ACOUSTICAL BATT INSULATION - FULL HIEGHT SECURE TRACT( AT TOP AND BOTTOM ®18" O.C. EXTEND TO STRUCTURE ABOVE INTERIOR CURVED PARTITION - 1 HOUR RATED 3 1/2" METAL STUDES 16" O.C. W/ 5/8" TYPE "X" GAB EACH SIDE W/ AC(USTICAL BATT INSULATION - FULL HIEGHT SECURE TRACK AT TOP AND BOTTOM A 18" O.C. EXTEND TO STRUCTURE ABOVE. FRONDE PREMIUM FINISH ON ALL CURVED SURFACES. INTERIOR PARTITION - NON -RATED 3 1/2" METAL STUDES O 16" O.C. W/ 5/8" TYPE "X" GAB EACH SIDE W/ ACOUSTICAL BATT INSULATION - FULL HIEGHT SECURE TRACK AT BOTTOM ®18" O.C. SECURE TOP OF WALL B CEILING MAIN RUNNER. SEE DETAIL 6/A5.1 INTERIOR PARTITION - NON -RATED 3 1/2" METAL STUDES ®16" O.C. W/ 5/8" TYPE "X" GWB EACH ADE W/ ACOUSTICAL BATT INSULATON - FULL HIEGHT SECURE TRACK AT TOP AND BOTTOM ®18" O.C. EXTEND WALL TO STRUCTURE ABOVE INTERIOR CURVED PARTITION - 3 1/2" METAL STUDS A 16" O.C. W/ 5/8" TYPE "X" GAB EACH SIDE W/ ACOUSTICAL BATT INSULATION - FULL HIEGHT SECURE TRACK AT BOTTOM ®18" O.C. BRACE TOP OF WALL ®4' -0" MIN. TO STRUCTURE ABOVE. FRONDE PREMIUM FINISH ON ALL CURVED SURFACES. INTERIOR PARTTION - PARTIAL HIEGHT 3 1/2" METAL STUDES ®16" O.C. W/ 5/8" TYPE "X" GAB EACH SIDE SECURE TRACK AT BOTTOM 18" O.C. PROVDE FREE END WALL INTERNAL BRACE PER DETAIL 8 /A10.1 INTERIOR PLUMBING PARTITION - 6" MIL STUDS A 16" O.C. W/ 5/8" EA. SIDE W/ ACOUSTICAL BATT INSUL. - EXTEND TO 9" ABOVE T -BAR CEILING - BRACE TO STRUCTURE ABOVE ®4' -0" O.C. MIN. PLUMBING WALL IN RATED CORRIDOR SEE WALL TYPE 6 EXTEND TO ❑7 I HR RATED CORRIDOR TUNNEL CONSTRUCTION - SEE DETAIL 1/85.3 y STAIR 1bt7$t CONF STOR 7136' ) VD= (ELOOILI, ELECT (Et 00td3) CONFERENCE E136 20" COUNTER SHELL OFFICE (E135 ) E100CSA CONE ( E101 COUNTER OFFICE ( E134 RECEPT UAL ) EI OOCBB) OFFICE ( E132 STORAGE Ei3C i OFFICE ( E102 ..Fr.�� C rCE E:Oc ) I ( ;0 ) / ItO , 10 OFFICE ( E125 J ST OR AGE ( E t27 ; OFFICE ELECT OFFICE OFFICE E112 OFFICE ( E111 Lr STORAGE E110 ,) OFFICE ( E120 OFFICE E118 CORRIDOR (E100C23,' COPY CENTER -114 1 SHIP /RECV E113J OFFICE c11� 89 BY DDL +. RRIDOR 10072) WAIT 101L1) io U t- W < ID � J LEGEND El— EXISTING WALLS TO REMAIN _ _ = WALLS TO BE REMOVED PARTITIONS - SEE WALL TYPES PARTIAL HEIGHT PARTITIONS - SEE WALL TYPES 1 HOUR RATED WALL PARTITIONS O EXIT SIGNS TYPICAL CONSTRUCTION FLAG NOTES NORTH MI II 9 A STAINLESS STEEL CORNER GUARD - 1 1/2" X 1 1/2" X .125 ANGLE , EXTEND FROM TOP OF BASE TO 42" AEE - TYPE 304, FINISH /4, EASE EL S. ATTACH WITH EXPDXY CONSNCTION ADHEASIVE, PROVIDE FULL ADHEA. 1ST FLOOR PLAN FP -1.DWG OFFICE ( 7116 TYPICAL CONSTRUCTION NOTES h ElOCC 1. SPRAY -ON FIRE PROTECTION ® STRUCTURE k FLOOR DECK ABOVE. PROVIDE SURFACE PROTECTION AND THICKNESS PER MANUFACTURER'S RECOMMENDATION. 2. Alternate #1 - Provide One -Hour Fire Proofing Paint at location of Spray -on Fire Proofing - Sherwin Williams Flame Control No 55044 (Fire Retardant Intumescent Mastic) Apply 3/16" thick wei, 5/32" thick dry in accordance with manufacturer's recommendations and ULC 0600. At steel to receive intumescent paint, prime with Tememec 66 or equal. Coordinate with intumescent paint section. 3. PROVIDE 6" ACOUSTICAL BATT EXTENDING 24" PAST EACH SIDE OF ALL WALLS ENCLOSING ALL CONFERENCE ROOMS, TRAINING ROOMS AND OFFICES TYPICAL. 0— 7-IT OF TUhrtw APPROVED Nov 5 3 2005 NDIED AL09f.G DM88O A SCALE: 1 "= 8' -0" KEY PLAN 1 FLOOR WEST FPN: 5084 > a 0 L 1 0 V Group ' Health Cooperative of Puget Sound STATE OF WASHINGTON project no. 360002 date 1 1 -1 -2000 revisions GIN OF TOKWILA COMMENTS 9 - -2000 BID SET 10 -2 -2000 2 CITY OF TUKWILA COMMENTS . I -1 -2000 sheet title 1ST FLOOR PLAN — EAST 'sheet A2.3 ELEC (2218 ) 2,8;� STAIRS 220CC5) CONFERENCE ( 2224 ) M20051A TRAINING 2229A ) ONFERENCE 2216 1 RECEPT CORRIDOR W200C3 25-2" COUNTER LEV TOR CORRIDOR ( 0200C1 w200M1 A\ )E20051 ELECT ( E259 20' -0" CONFERENCE 20" COUNTER A/V STOR ( E202 ) S ANNING 14 OFFICE I v221) TYPICAL CONSTRUCTION NOTES i o 1. SPRAY -. FIRE PROTECTION ® STRUCTURE & FLOOR DECK ABOVE. PROVDE SURFACE PROTECTION AND THICKNESS PER MANUFACTURER'S RECOMMENDATION. 3. PROVIDE 6" ACOUSTICAL BATT EXTENDING 24" PAST EACH SIDE OF ALL WALLS ENCLOSING ALL CONFERENCE ROOMS, TRAINING ROOMS AND OFFICES TYPICAL 23 2. Alternate 81 - ProRde One -Hour Nre Proofing Paint ct location of Spray -on Fire Proofing - Sherwin Williams Flame Control No 55044 (Fire Retardant Intumescent Mastic) Apply 3/16 thick wet, 5/32" thick dry in accordance with manufacturer's recommendations and ULC 0600. At steel to receive intumescent paint, prime with Tememec 66 or equal. Coordinate with intumescent paint section. FRAMING AT OPERABLE PANEL WALL r. ,r ��.� y ii' -3 6" 6' -4" 15,_2.. WALL TYPES 1A 1B M INTERIOR PARDBON - 1 HOUR RATED 3 1/2" METAL STUDES 0 i6 0.C. W/ 5/8" TYPE "X" GWB EACH SIDE W/ ACOUSTCAL BATT INSULATION - FULL HIEGHT SECURE TRACK AT TOP AND BOTTOM ®18 O.C. EXTEND TO STRUCTURE ABOVE 2A INTERIOR CURVED PARTITION - 1 HOUR RATED 3 1/2" METAL STUDES 6 16" O.C. W/ 5/8" TYPE "X" GWB EACH SIDE W/ ACOUSTICAL 3ATT INSULATION - FULL HIEGHT SECURE TRACK AT TOP AND BOTTOM 19 O.C. EXTEND TO STRUCTURE ABOVE. PROVDE PREMIUM FINISH ON ALL CURVED SURFACES. E3 INTERIOR PARTTION - NON -RATED 3 1/2" METAL STUDES 6 16" 0.C. W/ 5/8" TYPE "X" GWB EACH SIDE W/ ACOUSTICAL BATT INSULATION - FULL HIEGHT SECURE TRACK AT BOTTOM ®18 O.C. SECURE TOP OF WALL ®CEILING MAIN RUNNER. SEE DETAIL 6/A51 El INTERIOR PARTITION - NON -RATED 3 1/2" METAL STUDES ®i6" 0.C. W/ 5/8" TYPE "X" GWB EACH SIDE 'W/ ACOUSTICAL BATT INSULATION - HILL HIEGHT SECURE TRACK AT TOP AND BOTTOM 0 18" O.C. EXTEND WALL TO STRUCTURE ABOVE ® INTERIOR CURVED PARTITION - 3 1/2" METAL STUDS ®16" 0.0. W/ 5/8" TYPE "X" GWB EACH SIDE W/ ACOUSTICAL BATT INSULATION - FULL HIEGHT SECURE TRACK AT BOTTOM ®18" O.C. BRACE TOP OF WALL ®4' -0" MIN. TO STRUCTURE ABOVE. PROVDE PREMIUM FINISH ON ALL CURVED SURFACES. ❑5 INTERIOR PARTITION - PARTIAL HIEGHT 3 1/2" METAL STUDES 616" 0.0. W/ 5/8" TYPE "X" GWB EACH SIDE SECURE TRACK AT BOTTOM 18" O.C. PROVIDE FREE END WALL INTERNAL BRACE PER DETAIL 8/A10.1 © INTERIOR PLUMBING PARTITION - 6 MIL STUDS 0 16" 0.C. W/ 5/8" EA. SIDE W/ ACOUSTICAL BATT INSUL. - EXTEND TO 9" ABOVE T -BAR CEILING - BRACE TO STRUCTURE ABOVE ®4' -0" O.C. MIN. EXISTING SHELL AND CORE WALL TO REMAIN EXISTING 1 HOUR RATED SHELL AND CORE WALL TO REMAIN EXISTING EXTERIOR STOREFRONT SYSTEM TO REMAIN 6A PLUMBING WALL IN RATED COR6DOR SEE WALL TYPE 6 EXTEND TO ^ 'fallrn mF A Rnvc / LEGEND EXISTING WALLS TO REMAIN _ = WALLS TO BE REMOVED PARTITIONS - SEE WALL TYPES PARTIAL HEIGHT PARTITIONS - SEE WALL TYPES mmmz 1 HOUR RATED WALL PARTITIONS Q EXIT SIGNS 15-0" NORTH 2ND FLOOR PLAN FP-2 DWG O EI- 12' 1" c)2 D00 — 2Le7 w z DO C R ( E206 1,1 10._2" SCALE: 1 "= 8' -0" COY Of 020,,, APPROVED N0V 0 3 7000 A n ltu ,• 0.0000 o02! N KEY PLAN 2ND FLOOR EAST BID SET 10 -2 -2000 sheet Group �� Health �, Cooperative of Puget Sour, FPN: 5084 C c E o c 1 a) 070 > 0 C C o cci ' vrn O < c O c 0 t: > co P li 00 project no. 360002 date 11 -1- 2000.. revisions GIN OF TUKWILA COMMENTS , 9 -26 -2000 CITY OF TUKWILA COMMENTS . I -1 -200 sheet title 2ND FLOOR PLAN - WEST A2.4 WALL TYPES EXISTING SHELL AND CORE WALL TO REMAIN EXISTING 1 HOUR RATED SHELL AND CORE WALL TO REMAIN EXISTING EXTERIOR STOREFRONT SYSTEM TO REMAIN INTERIOR PARTITION - 1 HOUR RATED 3 1/2" METAL STUDES ®16" O.C. W/ 5/6" TYPE "X" GWB EACH SIDE W/ ACOUSTICAL BATT INSULATION - FULL HiECHT SECURE TRACK AT TOP AND BOTTOM ®18" O.C, EXTEND TO STRUCTURE ABOVE INTERIOR CURVED PARTITION - 1 HOUR RATED 3 1/2" METAL STUDES !6" O.C. W/ 5/8 TYPE "X GM EACH SIDE W/ ACOUSTICAL BATT : NSULATION - FULL HIEGHT SECURE TRACK AT TOP AND BOTTOM 0 18 O.C. EXTEND TO STRUCTURE ABOVE. PROVIDE PREMIUM FINISH ON ALL CURVED SURFACES. INTERIOR PARTITION - NON -RATED 3 1/2" METAL STUDES ®16 O.C. W/ 5/8" TYPE "X" NB EACH SIDE W/ ACOUSTICAL BATT INSULATION - FULL HIEGHT SECURE TRACK AT BOTTOM ®18' O.C. SECURE TOP OF WALL 0 CEILING MAIN RUNNER. SEE DETAIL 6/A5.1 INTERIOR PARTITION - NON -RATED 3 1/2' METAL STUDES 0 16" O.C. W/ 5/8" TYPE "X GWB EACH SIDE W/ ACOUSTICAL BATT INSULATION - FULL HIEGHT SECURE TRACK AT TOP AND BOTTOM ®18 O.C. EXTEND WALL TO STRUCTURE ABOVE INTERIOR CURVED PARTITION - 3 1/2" METAL STUDS ®16' O.C. W/ 5/8" TYPE ° X" DNB EACH SIDE W/ ACOUSTICAL BATT INSULATOR - FULL HIEGHT SECURE TRACK AT BOTTOM ®18" O.C. BRACE TOP OF WALL ®4' -0" MIN. TO STRUCTURE ABOVE. PROVIDE PREMIUM FINISH ON ALL CURVED SURFACES. INTERIOR PARTITION - PARTIAL HIEGHT 3 1/2" METAL STUDES ®16" O.C. W/ 5/8" TYPE ° X" GWB EACH SIDE SECURE TRACK AT BOTTOM ®18" O.C. PROVIDE FREE END WALL INTERNAL BRACE PER DETAIL 8/A10.1 INTERIOR PLUMBING PARTITION - 6" MIL STUDS ® 16 O.C. W/ 5/8" EA. SIDE W/ ACOUSTICAL BATT INSUL. - EXTEND TO 9" ABOVE T -BAR CEILING - BRACE TO STRUCTURE ABOVE 0 4' -0" O.C. MIN. PLUMBING WALL IN RATED CORRIDOR SEE WALL TYPE 6 EXTEND TO STR HR RATED A RID CORRIDOR OR TUNNEL CONSTRUCTOR - SEE DETAIL 1/A5.3 1 TYPICAL CONSTRUCTION NOTES 3. PROVIDE 6' ACOUSTICAL BATT EXTENDING 24' PAST EACH SIDE OF ALL WALLS ENCLOSING ALL CONFERENCE ROOMS, TRAINING ROOMS AND OFFICES TYPICAL. 1. SPRAY -ON FIRE PROTECTION 0 STRUCTURE dr FLOOR DECK ABOVE. PROVIDE SURFACE PROTECTION AND THICKNESS PER MANUFACTURER'S RECOMMENDATION. 2. Alternate Rl - Provide One -Hour Fire Proofing Paint at location of Spray -on Fire Proofing - Sherwin ''Ma me Flame Control No 55044 (Fire Retardant Intumescent Mastic) Apply 3/16 thick we, 5/32" thick dry in accordance with manufacturer's recommendations and ULC 0600. At steel to receive intumescent paint, prime with Tememec 66 or equal. Coordinate with intumescent paint section. LEGEND O EXIT SIGNS NORTH EXISTING WALLS TO REMAIN _ = WALLS TO BE REMOVED PARTITIONS - SEE WALL TYPES PARTIAL HEIGHT PARTITIONS SEE WALL TYPES - 1 HOUR RATED WALL PARTITIONS TYPICAL CONSTRUCTION FLAG NOTES O SEL - 1/2" X 1/2" X 25 N A8 EXTEtJD TAINLESS FROM STE i0P CORNER OF BASE TO GUARD 1 42' A.F.F 1 E 304, FI l yb E EASE EDGES. ATTACH WITH EXPDXY CONSTUCION ADHEASIVE, PROVIDE FULL ADHEASIOiJ. `ODDD 2ND FLOOR PLAN FP-2 DWG o— SCALE: 1 "= 8' -0" KEY PLAN 2ND FLOOR WEST FPN: 5084 'sheet fi Group He alth Cooperative of Fidget Sound ) a e E o co :�. L.. > CO 00 0 ® o) ; t a)0. oOE® 0 0 I la r a® <w . O ® T M project no. .360002 date 11 -1 -2000 revisions GIN OF TUKWILA COMMENTS Q -26 -2000 BID SET 10 -2 -2000 2 CITY OF TUKWILA COMMENTS I -I -2000 sheet title 2ND FLOOR PLAN - EAST A2.5 WK,TF wi19JJ W119L W152L OFFICE W 150 ) W152K 8' -3 13/16 8 -3 13/16" 8 WKSTA FILES w1 98) HALL W100H8 OFFICE STA 9 KSTA W152J ( 9124 ) 3/16 8 W1521 ELECT W152H W100C9 ( W' 38 ( WI1529 W100H6 (W10006) ONFERENCE W152F FILES ( 9528 ) OFFICE ii4 OFFICE OFFICE 91136 ) CORRIDOR 19700) WKSTA l_ WKSTA ._ WKSTA.- ' ( ( (91150) CORRIDOR (W10093) W115K COFFEE W110 OFFICE ( W135 W1950 ) KSTA 0FFK,E I O FFICE ( 9113 )._ ( W112) ( 9134,) t Wi 33 FILES STORAGE ( 9109 W 111 W126W1) OFFICE] W1421 ,. Rai CIEEI SCKROON 9'02 PARCEL LEV 00E1) GEED =EMI O WKSTA WKSTA 1 6 1 1 9 9 9 ( 9 6 9 9 9 F ) K A 119H) OFF10F W132 CFFIC� N;41 ) ( CORRIDOR (010001 WKSTA 0119E WKSTA WKSTA WKSTA WKSTA . w119D) (W119c) Lw119e) W119� CORRIDOR ii )6 00Cio) 0 3/16 TA (w118A) WKSTA W1 15F ) 0115E COPY WKSTA WKSTA—WKSTA W7 15H) :( 991151) (97351) W115A HALL W100H4 :E_ 9'03 CORRIDOR �w�oaC1; Ll1NCH 0953) CONE STOR FE137 -) CONFERENCE �E736 WKSTA E133N WKSTA - - WKSTA WKSTr1 91339 ) (E133P HALL'. J J p WKSTA 8' -2 7/8' CO, ( 9101 STA WKSTA E100H15 ( E103G E103F 9133E WKSTA ( 913:` E1DOH10 NORTH ,II ti EL, MECH W100M1 FURNITURE PLAN NOTES: LOBBY (0100L1) CORRIDOR (910002) WAIT (9101LJ ELECT E100M3 1. FURNITURE LOCATIONS COORDINATE OUTLET LOCATIONS AT EXTERIOR WALL, SEE ELECTRICAL DRAWINGS. SHELL 9100 1ST FLOOR FURNITURE FLAN FP -1.DWG WKSTA � 9 1 ( 91330) WKS A ( E75,3K ) WKSTA ( E153J ) CORRIDOR 910007 RECERT (E10oc8A) WKSTA Gk03C ( E103D W z D2DD0 , 1 SCALE: 1 "= 8'-0" KEY PLAN (ST FLOOR EAST BID SET 10 -2 -2000 CO 4. Group , Health Cooperative of Puget Sound FPN: 5084 00 00 0) project no. 360002 date 11- 1- 2000.. revisions GIN OF TUKWILA COMMENTS Q -26 -2000 0100 OF TUKWILA COMMENTS . I -1 -2000 sheet title 1ST FLOOR FURNITURE PLAN. - . WEST.. . sheet A2.6 ELECT (E100M3j .w 4 4 7 STAIR I - 19'9S1) ON F STOR ( E1317 ) MDF Ei00M2 �. •i 0 •I •I E138 SHELL E100 WKSTA AAP E 33 WKSTA ( E1330 6 KSTA ) I'. CONE CORRIDOR E100C12 3' HALL E100H1 RECEPT (E10008A) WKSTA ( E103A )` --- �KS� -= ( E103D ) E133M ) WKS ( El 5.3K ) TA Ott TA STA 100H1 MAIL E10008B) _. E 0 WKSTA 4' 710" WKST 'I( E1038 ) 6 WKSTA STA ( E133E ) WKSTA STA E133G ) 0 3H HALL • (Et00H10 WKS - A ( E103F 3' -6" rni4 KSTA c`o WKSTA E1133D ) WKSTA ∎_ 'HPI.L i NALL� M3 WKST (',E1338 NL cE OFT ( E131 ) ORAGE ( E130 ) STA 8' -2 7/8" 13' -9 15/16" 12 -8 1/ WKSA ' WKSTA L — (• E 1 �722P) E12201 E722F, CORRIDOR (E100C20 CORRIDOR (Et 00C13) RCE i t 12 s \ /` I MED l `EM16M .I1 CICEN WKSTA " *. §' �� � gg � •Y.iA•, GY'CJUD MEIN 8 KSTA`TA' riarffloWED CsiA WK`,.TTA'I KSTA WR ( 1. i E1 i SA 221_ CORRIDOR (Et O0C14) SA WKSTA Si I !KSTA i"roiA WK -MEM SKEW STA ,,,,* - IR in , - S �( ; E1, m m A sa ' yTA i WKS�4 , E106F COE, E.2' ) TA A .,F c i w "ST EVE WKSTA WKSTA r r ' Ismannon zits I STA - immix.. 5 -21 12 -7 7/8" 12' -8 STA W SW '' E122F WKSTA WKSTA E122X ) GED �J TA 1 9sEen OFFICE C E125 _TORAGE '/KSTA )IE' 22T 1 7 IINEM • map too A E108 TA 0 STA W 4. enn WK WKSTA, ;�7 Ei HALL E100H18 { WKSTA III KSTA (E124C 4 B ) HALL 8 (E100H2O) WKSTA E1240 sirgameigi W KSTA HALL E100H13 TA STA OEMS 12 -8 1/16' 7-6 KSTA IE709A ( t1D9D ) WK'S; OEM KSTA WKSTA i KSTA FILES ( E124A ) 4g A WKS . : I � SAD KSTA I KS' `S�a��r AEl OFFICE ( E7'2 0 ° GFFICE n ee CEEB EJ CE 1 WKSTA CORRIDOR (E700C23) T KSTA STA . ST STA Avs WKST� COPY CENTER ( E114 ) mi SHIP /RECV ( E113 K I E119(�' -- I I 'IL I . ) co LOBBY w 00L1 CORRIDO ( 'W100c2, CEO 7) w Q 8 16' -8 8' -4 1/16" f -4 3/15 FURNITURE PLAN NOTES: 5 " - 4 3/16" NORTH 1. FURNITURE LOCATIONS COORDINATE OUTLET LOCATIONS AT EXTERIOR WALL, SEE ELECTRICAL DRAWINGS. 5' -4 3/16" /16" STORAGE Eli() 2D00 5' -4 3/16" 1ST FLOOR FURNITURE FLAN FP -1.DWG 15•• 4 3/16' C_Q7 o-� 0- :311 OF 1361,,.,. APPROVED NOV 0 3 TRW 63 .SILO '.11 1G D71A,1d1 T SCALE: 1"= 8'-0" KEY PLAN 1ST FLOOR WEST e Group Health Cooperative of Puget Sound FPN: 5084 W W E O • W O O E W 0 - O � y-+ C c c al 1 6 2 ) n • c O 0 r ® 14 > 5 CO project no. 360002 date 1 1 -1-2000 revisions C ITY OF TUKWILA COMMENTS 9 -26s -2000 BIE SET 10 -2 -2000 GIN OF 1VKWILA COMMENTS I -I -2000 sheet title 1ST FLOOR FURNITURE PLAN — EAST sheet 2.7 oF=IGE ( w221 ( W220P) WKSTA WKSTA ( W223W ( W223X) WKSTA ( 8223_,) WKSTA w223Z) 1�2 ` -/I WKSTA`• KST/( W220S) ( WKSTA YJKSTA W220R)_ 3N22.U0 ) 5' 2 7 /2" WKST WKSTA( W220V) ( W220T) WKSTAr- WKSTA W220W� W220U KSTA WKSTA W223E) 22 STA TA KSTA WKS W223R WKSTA ( w220A) WKSTA- ( W219B) WK W219A� L. ELEC ( W218 ) STAIRS I (W2o0S, IL- CONFERENCE ( 8224 \- • WKSTA W2 6A KS W226J) WKSTA - WKSTA Lam HALL (W200H9) L3 i o STA WKSTA ( W226F:,' KSTA 226G; WKSTA 7A GEED WKSTA `I ( W21 4J'0 15" -4 3 15' -4 3/16" I� -- 1 0 SEEM OFFICE ( 8227 u uszEul KST 1 1 � WKS 226C - —4/KSTA _ ( W226S) i °I WKSTq ) '7.9R,STA k ' j{- Y/226Pf ( W226 I IK TA KSTA W226L I woo STA W226N) W226M 15' -4 3/16" ST W214K i� WKSTA-, STA OFFICE - 8228 ) S ( 827 WIFSTA WK5TA 230K ❑ K A a °o W230J WKSTA ION STA ( WKSTA fiW231K) 'POE W231H 15 - 4 3/1 TRAi NING w229A MEM WKSTA W231J1 I l o CONFERENCE W216 W230F 5-4 3/16" 2158 -WKSTA W KSTA ! ( - 1,W231G W WK ' STA -' - WKSTA ( - 8 ) `W 1 CMS AA WKSTA STA c0ESED STA C P 1 ° TRANNG 8229E ) i WK57A^ - W yF �KS 3 T B $� E `� ® (/ WKSTA WKSTA 4 ® 82300 STA I T1 WKSTA ( W2318 WKSTA W231C WKSTA ( W231D) ( W2,DG) W200H2 WI{ST WKSTA K W210F) WKSTA 2 t RECEp' \ ( 9/2 � I CORR 8' -2' (WZ 'F - l0" 6 9' - 8 WKSTA ) STA WKSTA -- (-G-)- 7/� E25 WKSTA ( E258A ) WKSTA ( 62588 ) STA (8200111 D) WW - .W209n. `J)w A WK57A W209B )w208H'6 7 4'- 82888Y (-- WA WKSTA STA STA WKSTA ( 62570 ) WKSTA E256F WKSTA I. Ez56L ) MI STA E25BC (E O .OFF v WKSTA WKSTA E255H WKSA WKSTA ( E255G ) WKSTA 0256 KSTA ( 62568 WKSTA T E255D WKSTA -20 COUNTER. 1 MNNT t - . ( 0254F ) ( 0254E ) 1 '6201') ( E253H ) W200E') I MEN / ( + ! 8202 I � 4 } AN h EC: $ ' ' WKSTA 251/: WKSTA L' E253A WKSTA WKSTA ( 62520 WKSTA E252E CORRIDOR ( W20001) WKSTA ( 02528 I 'rE20047) Iik a agmT WKSTA ( E252A FILES 0257 1 E20051 ELECT E259� o } i I ���( WKSTA I ( 1 ( 0250E STA .. WKSTA ( E250F WKSTA 0249 IDF 020001 ( 02500 CONFERENCE I E2C CONFERENCE E203 20 COUNTER MOTORIZED PROJECTION SCREEN ® SOFFIT WKSTA 02496 EEC E2BOM: n27;2 . 9 -4 3 -0 9 -4 9 MIN INN STA • WKSTA SWAM WKSTA WKSTA WKRM (E249A) - WKSTA E248D STOR ( 0204 ) cr CANN" G SEMI — I DOC CTR E206 ) L_ ( CORRIDOR 2 (EV05) 9 .1 4 ,, KSTA WKSTA LL WKSTA WKSTA 02478 STA WKSTA F' E248A ST 2 E20913 WKST, E209A_) 0207 WKSTA J E bH 1 WKSTA miss STA WKSTA WKSTA WKSTA WKSTA i W1L ( E254C) MEM gimp M"'D was (13ZEDI T E2/ 2 -I1 A10.1 O 5-2 3/16" - WKSTA - - WKSTA( W223R) I ( 822301 WK57A WKSTA ' " - t W223R) 1 W223N ) WKSTA .6500(( W220E) ( W22003 WKST_ WKSTA( 822011) ( W220J) WKSTA - T N200H3 1 WKSTA - WKSTA1 8223511 g' 0^ 822 T) WKSTA WKS WKS A1 W2 "13✓ —( W223U) ©. - WKS it __yTO ..1_ a TA 822, -- ( W220L1 W220K) WKSTA W220N 2220M): � W220M } W223M CS SE US j W223R WKSTA (1Y223D.) /16" 15' -4 3/ WKSTA W223WKSTA K lJ. WKSTA L `-. W223L W219D) WKWKST, � ) WKSTA WKSTA WKSTA 1 (W219E,2_ (02197 kS ' KSTA —WKSTA-,-� WKSTA( W220C) W2208) WKST• TA ( W220D)'.. KS 220E) 8219E ) STA WKSTA 5 5' -4 3/16" 1 5-4 3/16" WKSTA KSTA ( W215L145TA KSTA (w215T ]- WKSTA ( W2154_ W215V ) WKSTA WKSIG W215N) WKSTA KSTA - WKSFA� (W215S) WKSTA NK N. W215E) / WKSTA . • WKSTA W215F):: SG r' WKSTA ( W215, W215A) �. S o 5' ( 82150) /16" WKSTA 5-4 3/16" 15-4 3/16" WKSTA WKSTA WKSTA WKSTA 091.1,4 -� WKSTA W209LaK5TA r - W209V)( T STA 3,24. }: ,'..3 W209Md K 1 (W202 'TA_ )' HALL W200113) WKSTA WKSTA rr W209W WKSTF ) WKSTA (W209R 8209 WKSTA' TA( 8209X' } WKSTA (W209v) T : 82090 ' 1 1 FURNITURE PLAN NOTE 82098) STA CEEB W0500 ( W209F W209H K � ( W209E) 1. FURNITURE LOCATIONS COORDINATE OUTLET LOCATIONS AT EXTERIOR WALL, SEE ELECTRICAL DRAWINGS. 2_ CO ‘.2__c_Q NORTH EMI 2ND FLOOR FURNITURE PLAN FP- 2. DWG U I— w < E209G STA KSTA E G9H) WKSTA 209F WKSTA E209E WKSTA S09C WKSTA LE209 ) 8 0 MIN I WKSTA �I TTT j A :413 OF "' N 02 0 3 HE AS 80100 SCALE: 1 "= 8 —O" KEY PLAN 2ND FLOOR EAST 0 8 ■ FPN: 5084 ��' 555iiiAAA ntler J Clark i.. OG WASH NGTON A2.8 Group Health Cooperative of Puget Sound y��/T�� -E" P o i W 00 > E O CD /� C 1 j A � o o E 0 p • c r a •CD z — a,✓ ta a) 2 a~ r a ®Q oi cif 7 0 430 C - W -§ IL W project no. 360002 date 11 -1 -2000 revisions A 61TY OF TUKWILA COMMENTS 1 -22 -2000 BID SET 10 - - 2000 A Or( OF TUKWILA COMMENTS 11 -1 -2000 sheet title 2ND FLOOR FURNITURE PLAN — WEST sheet CORRIDOR W20001 WKSTA E252A 1WKST. E I VEST E200V7) WKRM E249A KSTA 8 J ELECT ( E259 ( E251 WKSTA ( E200S ( E250E STA WKSTA E2498 WKSTA ( E248D CORRIDOR ( E20005) KSTA WKSTA WKSTA '"WKSTA WKSTA 8247E1 KSTA WKSTA E209E WKSTA WKSTA ( E2090 WKSTA E2095 ( E209C WKSTA WKSTA E2110) COR,RIOOR - (E2C0_J6 E2458 E241E) STORAGE ( Ult.() Ab WKSTA ■2 WKSTA ( E213J) E2180 ) ( E214 I• WKSTA 36D 1 COPY ELECT E200H12 WKSTA I KSTA L ( E200H7) E220A OFFICE ( E223 ) KSTA E221A E230J WK T 3 E2O B ) E230D ( E230F E221H WKSTA ( E2PA ( E9130E 2 1-- W < � J E2450 FURNITURE PLAN NOTES: wKSTA 1. FURNITURE LOCATIONS COORDINATE OUTLET LOCATIONS AT EXTERIOR WALL, SEE ELECTRICAL DRAWINGS. NORTH 11116 2ND FLOOR FURNITURE FLAN FP -2.DWG 12 20 DD ®? TT? 0- GTY Of TURnI.. APPROVED NOV 0 3 2000 ti SOIED 011tn D1\18!01, SCALE: 1 "= 8'-O" KEY PLAN 2ND FLOOR WEST Group Health b Coopera ve of Puget Sound FPN: 5084 project no. 360002 date 11 -1 -2000 revisions 01TY OF TUKWILA CAMMENTS 9 -2A -2000 BID SET 10 -2 -2000 A CITY OF TUKWILA COMMENTS L 11 -1 -2000 sheet title 2ND FLOOR FURNITURE PLAN — EAST sheet A2.9 0 WKSTA WKSTA _WKSTA( W220F) ( W220G) WKSTA WKSTA( W220H) 1 �.N20J ) WKSTA`. WKST/ W22GS) 6 ..( W220P) WKSTA WKST( W220R1 W 2001 r, WICISTA ( W223A) WKSTA W220A) W2 WKST, ( '22') WKTA � W22 WKSTA WKSTA ( W220U) ( W220W�)- STAIRS (W20051 WKSTA W2190 CONFERENCE W214K 62265)( W229R) ( W217 ) ( WKSTA W231K) TRAINING W 1 W231H ( W231J) ( tV215C) CONFERENCE ( W216 ; W230A 5-4 3/16' 15 -4 3/16" 5TA )',, WKST,(W2 ) 6209 WKSTA`_ TA 6209 ' � W209Y � Y T WKSTA (W210F) WKS1R= 1 WKSTA W210G) WKS))., TRAI,INING (62292) HALL (W200H3) W231B ( W231C WKSTA W2310) W209Q W200H2) WKSTA ( W2090lKSTA WKSTA ( W209K)'. ( W209M �K57A W 9J ( W209N E257H E258A E258B ) E25DC (N20OH1D CORRIDOR -2" ( W2,412)Ay 8 WKSTA WKSTA (_ ) (E256F h25bG COFFEE WKSTA E256 WKSTA WKSTA - 1 ( E256B) - I -2i COUNTER 511 ( E2558 WKSTA ( E254F ( E254E ) WKSTA WKSTA ( E253H ) WKSTA WKSTA EVATO W200M1 WKSTA WKSTA ( E253A WKSTA ( E252F WKSTA E252E CORRIDOR N200C WKSTA ( E252A E252B WKSTA WKSTA FILES ( E200S1 ECT 6259 ) E22031 CONFERENCE MOTORIZED PROJECTION SCREEN ® SOFFIT WK57A j. -� WKSTA WKSTA ( F2 OG I ! E250F� WKSTA E2496 ( E2492 ) 20 COUNTER CONFERENCE E20� A/V STOR. ( E202 ) WKRM ( E249A ) E248D ) J i SCANNING I� CORRIDOR I I, 2( EF0C5)9•_I WKSTA WKSTA II I WKSTA E2478 WKSTA E247q. WKSTA STA WKSTA ( E248A WKS. ( E209H ) �l4 - -1 NOV WKSTA _IMO E2098 W E209A 15 -2 3/16" WKSTA W223P )-- (2230 I , WKSTA WKSTA t' (- 62236) (W223N ) WKSTA .•2 3']; WKS 414— WKSTfi -. WKSTA ( W223)). ( 6223X) WKSTA ( W223Y), WKSTA W223Z) .. 15-4 3/16" 15 WKSTA ( W223LJ WKSTA W223K WKSTA WKSTA W223M ( W223J ) WKSTA -.. V +2235 ' WKSTA ) 8' -0" - — W219B) 2230) WKSTA " ( W223H WKSTA W223G_) I -. WKSTA ( W223E) 15-2 1/2" 15-4 3/16' WKSTA WKSTA (W . (621 G %1 MKSTA..� KSTA ( W219A) 6219F HALL ( 82001-1)) , W WKSTA' W226H) ( W226F'�, WKSTA WKSTA - 'I, (,W226J)( W226G_`= i 75' -4 3/16" WKSTA WKSTA WKSTA WKSTA 5 -10" )9200H309200H31 62 3)))N200R,3) 15' - 4 3/16' WKSTA _ WKSTA � I WK51( `I ` wKS W215E) WKSTA I . W215H) WKSTA 3 -. M I W 21 5 P WKSA W2150 W2156) W2155 WKSTA WKSTA\ (?4226K ) ( W2269 W226M WKSTA ( ) {'W226L ) WKSTA 15-4 3/16" 3/16" 15- /1 5-4 3/ FURNITURE PLAN NOTES: 5 3/16" 1. FURNITURE LOCATIONS COORDINATE OUTLET LOCATIONS AT EXTERIOR WALL, SEE ELECTRICAL DRAWINGS. 31' -0" ULn00 2�e NORTH 2ND FLOOR FURNITURE FLAN FP— 2.DWG STA E209G WKSTA 209 WKSTA ( E209E WKS, � E 0 WKSTA C0 WKSTA WK' 402 CC TUNu, APPROYED NOV 0 3 1000 AJ NOIED sheet title 2ND FLOOR FURNITURE PLAN — WEST T sheet 0. ,�// // A2. SCALE: 1 "= 8' -0" KEY PLAN 2ND FLOOR EAST 8 Group Health , Cooperative of Puget Sound FPN: 5084 7,5 C L E O co cn c 76 (3) c ® O E — 0 y + .a � U C w d V1 L O 5 _C t T 7 c W ® ro NG LL. W project no. 360002 date 11 -1 -2000 revisions A CITY O6 iVKWILA COMMENTS 9 -26 -2000 BID SET 10 -2 -2000 !\ CITY OF TUKWILA COMMENTS 2 11-1-2000 1 CORRIDOR W200C1 VEST -� • E200V31 ® t=Y H W < � J FURNITURE PLAN NOTES: 1. FURNITURE LOCATIONS COORDINATE OUTLET LOCATIONS AT EXTERIOR WALL, SEE ELECTRICAL DRAWINGS. NORTH RN FP -2.DWG ( WKSTA E252A ) fi n.•. <STA E252CI _MEM IRON azi �6 a • • • M ELECT ( E259 FILES 5251 STAIR 520051 STA EKED WKSTA •.) W ( 5250E KSTA WKSTA V` AKSTA g(E2•0G4 ( E250F I ® � la Et I 1i (el 5203 P1 . �1 1� 01 bF I I • STA E249B A/V S•OR 5202 E.:JO • WKSTA WKSTA : WKSTA KSTA WKRM E249A ) • STA E248D SCANNI.G !- DOC CTR ( E206 ) CORRIDOR E20005 STA WKSTA r M WKSTA E248A I WKSTA STA ( E209G ) WKSTA E2O9H WKSTA WKSTA WKSTA ( E209E) • O WKSTA WKSTA ( E209D) (52110 WKSTA 52098 E209C ) KSTA WKSTA ( 52095 ) • WKSTA STA 455) WKSTA azwa WKSTA - _ WKSTA 52478 KSTA S: jWKST `l ( E2450 �'�1 WKSTA . 1 WKSTA E2458 STA WKSTA E245A STORA. 5208 I WKSTAI'i E IKF.fA �� WKSTA WKSTA 'MKSA j E211AJ 0 F CORRIDOR 22:A8 ( 5200921 `AA 0242 WKSTA (01 ( E241D 1 WKS OM NM WKSTA Eli WKSTA 5211J ) WKSTA I WKSTA • ,' :. .111 WKSTA FO11M WKSA HALL WKSTA KS, WKSTA, u AMEN WKSTA E 0 ` W�SA ( 52139 ) WKSTA ( E2T3Ay ( =2 STA ZZIREEI • \ ^ 1 T 11 , CL ' I i S -ORAGE ( 5244 J 52 ) Cr CL CLI / I WKSTA 52139) WKSTA I V /KSTA ( 52130 1 ( : E218B i WKSTA I ' Ez1 • M am, • SEEM 1 - WKSTA TREED KSTA e5► WKSTA ( E2180) AINININN 5214 Timm zWizEVA_ I WKSTA MED WKSTA HALL C7 01017.0o L ai Ill, ICI Mg. 1 .1'II11l COPY ELECT IESFI MEV E200H12 CONFi?rt CE 21 7 WKSTA * * EPT WKSTA WKST I�. CORRIDOR ( E20059, WKSTA E200H7 T OOM 1r. TAIR E200S2 WKSTA I ` WKSTA E221C - (4iCST o �511'�iJ HALL WKSTA 52200 ) WKSTA E23R8 OFFICE 1 �D _R EN �1 !! MINN I \ ® ' � 0,0 o Ii i WAITING 5227 ) ( E2 ICE 218 WKSTA ( E221A ) KSTA ( E230J l KSTA \3:t1.4 WKST. WKSTA (E250B ( E230F ) KST WKSTA KSTA WKSTA ( E530E ) I �l44GST'AL- I tift E221H OFFICE ' Ii u ' TA 1 = J WKSTA E2 ,C C r szarre 2ND FLOOR FURNITURE PLAN 2D DD o— GIP( OF TUR••, APPROVED NOV 0 3 2000 851E.3 • - _n1,0 DTV71!0ti ?T SCALE: 1"= 8' -0" KEY PLAN 2ND FLOOR WEST gA Group WV Cooperative WV Cooperate of Puget Sound FPN: 5084 exan tler J. Clork TALE O F WnSNINGTON g project no. 360002 date 11 -1 -2000 revisions A CITY OF NKWILA COMMENTS 9 -25 -200 BID SET 10 - - 2000 CITI - Y 200 OF 0 NKWILA COMMENTS L II - sheet title 2ND FLOOR FURNITURE PLAN — EAST sheet A2.9 ,�" E %ISTING HGUR RATED L0.7RIDOR MAINTAIN RAP.NG (21 6" 16 GAUGE LT. GAUGE JOIST W/ (2) °0 % GASTUDS Cd €A END- --/ 1 HOUR RATED LID ® CORRIDOR 6" MTh STUDS Q 16 o.c. W/ 5/8' TYR "X" GWB - EACH SIDE 'W j BATT INSULATION GWALL SECTION CD , WALL SECTION VAL SECT DWG HOUR RATED - PALL PER PLAN BRACE TO STRUCTURE ABOVE ®a -0" o.c. \ CEILING PER PLAN RATED WALL SEE PLAN FOR WALL TYPES r FINISH FLOOR (SEE FINISH PLAN) OSLAB N CONCRETE FLOOR SCALE: 3/4 "= 1 -0" �\ 5/8" TYPE "X" MB OVER 7/8" x 2 5/8" 25 GA HAT CHANNELS 12" o.c. W/ 36 SCREWS B 8" o.c . OVER 6" MTL STUDS ®48" o.c. PERPENDICULAR TIED TO STRUCTURE ABOVE W/ #12 WIRE HANGERS SCALE: 3/4 "= 1' -0" O WALL SECTION 1 HR RATED SPRAY -ON FIRE PROTECTION 0 STRUCTURE PER UBC STANDARD 7 -6 SCALE: 3/4 "= 1 -0" LUNCH 1HR RATED SPRAY -ON FIRE PROTECTION 0 STRUCTURE PER UBC STANDARD 7 -6 O WALL SECTION (2) 6" GAUGE LT. JOIST W/ / (2) 20 GA. STUDS 0. EA END PER PLAN WALL SECTION I HOUR RATED LID ®COP.RIDOR - 6" MTL STUDS 016" o.c. W/ 5/8" TYPE "X" GWB EA SIDE W/. BATT INSUL 10' -0_ CEILING PER PLAN RATED WALL SEE PLAN FOR WALL TYPES FINISH FLOOR (SEE FINISH PLAN) ON CONCRETE FLOOR SLAB SCALE: 3/4 "= 1' - 0" EXPOSED MTL. FRAMING - PAINT EXTEND MTL STUD FRAMING & GM TO MTL DE!.'N ABOVE - MATCH EXISTNG MATERIALS EXISTING EXTERIOR TO REMAIN EXISTING WWOOW SYSTEM SCALE: 3/4 "= 1' -0" 1/2" CONT. "L" METAL TRIM PAPER WING CONT. 3 1/2" X 2" METAL TRACK W/ (2) X10 SCREWS 16" O.C. - PAINT XTERIOR FLAT BLACK 2j5B& 2-&7 CONT. 25 GA. STL. RUNNER CHANNEL ANCHOR TO FLOOR 18" O.C. 2" X 1/8" FOAM TAPE - CONT. O WALL SECTION O WALL SECTION CONT. 20 GA. M, RUNNER ANCHORED TO FLOOR AND STRUCTURE ABOVE ®18" O.C. ACOUSTICAL BAIT OFFICE AND CONF. ONLY CEILING PER PLAN 20 CA. MTL. STUDS ®16" O.C. W/ 5/8" TYPE "X" GWB EACH GIDE AND ACOUSTICAL BATT NSULATION - FULL HEIGHT. RESILIENT B.ASE EA SIDE FINISH FLOOR (S , FINISH PLAN) ON CONCRETE FLOOR SLAB SCALE: 3/4 "= 1 - 0" -(2) 12 GA. WIRES ® 8' -0" O.C. OR TO RESIST 5 PSF. TRANSVERSE LOAD. ATTACH TH HAND WRAPPED TIGHT LOOPS. ATTACH TO STRUCT. W/ POWER DRIVEN OR EXPANSION TYPE ANCHORS. -ogle w 451'1 1) El u- J MI I!!I Ill�ll I I II Ii 1 ' VII ' 111'1,1 1110111131111 I�w a 1 11 SPACE CEILING HT I PLAN ACOUSTICAL BLANKET (2' -0" EA. SIDE OF PARTITION WALL) ON ACOUSTIC CEILING B OFFICE, TYPICAL ATTACH TO MAIN RUNNER PARALLEL OR PERPENDICULAR TO PARTITION. FOAM TAPE - CONT. 31/2" X 25 GA. GALV. MTL STUDS CO 16" O.C. W/ 5/8" TYPE "X" GW8 8/ 3 1/2 ACOUSTICAL BATT INSUL. 4" RUBBER BASE MATCH FACILITY STANDARD EA. SIDE FLOOR FINISH TO MATCH EXISTING - VERIFY WITH OWNER UTY Of TU,.. APPROVED NOV 0 3 7000 AS n lEU DING DIVISION SCALE: 3/4 "= 1' -0" CO Ii Group CO Health Cooperative of Puget Sound FPN: 5084 project no. 360002 date 11 -1 -2000 revisions CITY OF 00 NKHILA COMMENTS 9 -26 -20 BIp SET 10 -2 -2000 2 GIN OF TUKHILA COMMENTS . 1 -1 -2000 sheet title BUILDING SECTIONS sheet A5.1 MTL 16 GA WHALER FRAMING p 48" 0 . MIN TIP - LOCATE 4 JOIST PANEL POINTS - VERB r WITH MEP 3 1/2' MTL. SO GA. STUD FRAMING 48" O.C. MIN. TYP LIGTING FIXTURE PER ELECT. DWGS. - TYP. SOFFIT FRAMING - - 3 1/2" METAL S TUDS @ 24" % _. C. W, BRACING G^ 48" O.C. MIN TYP. WALL YPE PER PLAN �L PARTIAL ROOM SECTION R -,- SCALE LIGTING FIXTURE PER ELECT. DWGS. /2 "= 1' -0" PARTIAL ROOM SECTION SCALE: 1/2"= 1' -0" SUSPENDED ACOUSTIC CEILING & TILE IN TENTED CONFIGURATION SET SLOPE ®15 DEGREES SUSPENDED ACOUSTIC CEILING & TILE WALL TYPE PER PLAN DUCTS PER MECH. TYP. STUD .3 1/2 "MTL 20 GA. CROSS BRA FRAMING 0 EA. BAY 3 1/2" MTL. 16 GA. CONT. STRONGBACK B.O. SOFFIT TYP. © (4) LOCATIONS 10' -0" V 4" MTL. 20 GA. JOISTS FRAMING 24" O.C. W/ 1/2" GWB SOFFIT FRAMING - 3 1/2" METAL INSTAUPExi.ZTE - - - - -- STUDS 0 24" O.C. W/ BRACING 48" O.C. MIN. EXISTING COLUMN BEYOND ® PARTIAL ROOM SECTION SCALE: 1/2"= 1' -0" ®FARTAL ROOM SECTION SCALE /2 "= 1' -0" MTL 6 GA. WHALER FRAMING 48" O.C. MIN. TYP. - LOCATE AT JOIST PANEL POINTS - VERIFY WITH MFR. 3 ,/2 "TL. 20 GA. STUD FRAMING /j 48" O.C. M MIN. TYP. B.O. S OFFIT (� B.O. SOFFIT SOFFIT FRAMING - 3 1/2" METAL STUDS 0 24" O.C. W/ BRACING 48" O.C. MIN- - TYP. - WALL TYPE PER PLAN DUCTS PER MECH. TYP —� 4' -3 . /2- �. PARTIAL ROOM SECTION SCALE: 1/2 "= 1' -0" D2OOO SUSPENDED METAL CLOUDS SEE DETAIL 4/A10.1 LIGTING FIXTURE PER ELECT. DWGS. - TYP.'. EXISITNG COLUMN WALL TYPE PER PLAN n rpPENDED ACC... C a im ui ` 012 P. FINISH WALL TYPE PER PLAN LIGTING FIXTURE PER ELECT. DWGS. 1 HR RATED SPRAY -ON FIRE PROTECTION O STRUCTURE 6" MTL 16 GA. WHALER FRAMING O 48" O.C. MIN. TYP. - LOCATE AT JOIST PANEL POINTS - VERIFY WITH MFR. 3 1/2" MTL. 20 GA. STUD FRAMING 48" O.C. MIN. TYP. 3 1/2" MTL. 20 GA. CROSS BRACE FRAMING O EA. BAY 3 1/2" MTL. 16 GA. CONT. STRONGBACK TYP. 0 (4) LOCATIONS 6" MTL 20 GA. JOISTS FRAMING 24" O.C. W/ 1/2" GWB WALL TYPE PER PLAN 2ND FLOOR 15' -0" EXISTING FLOOR STRUCTURE 1ST FLOOR GOTY Of TSMr,,.. APPROVED NOV 0 3 Z0110 Rvic0 ¶ OM..G DT'T 101, FPN: 50£4 W .F VJ > E O Q CD a O 0 U �' -�c ai o_o< W O • o t g FS V o2m A - xander J. Clark STALE OF WASHINGTON BID SET 0-2-2000 sheet title WALL SECTIONS sheet Group Health Cooperative of Puget Sound o co 00 O) c 0 3 rJ - y ' , 0 " project no. 360002 date . 11 -1 -2000. revisions A GIN OF TUKNILA COMMENTS 9 -26 2000 CITY OF TUKNILA COMMENTS . 2 11 -1 -2 A5.2 SHALL BE PR 1)21 r FIPLA) ON CONi NIS FLOOR FLOOR SLAB OPENING INO COORIOOR OTECTED BY RATED SMOKE DAMPERS SEE MEF 0 -0" \) WALL SECTION ) MV?.0 SEE MECH_ I HOUR RATED COORIDOR TUVNE� ENCLuSURE (2) 6" 16 GAUGE LT. GAUGE JOIST W/ (2) 2_0__ GA. STUDS 0 EA. END. - -� SCALE: 3/4 "= 1' - 0" ABOVE 0 4' -0" o.c. CEILING PER PLAN RATED WALL SEE PLAN FOR WALL TYPES 1 HOUR RATED LID 0 CORRIDOR 6" MTL STUDS 0 16" o.c. W/ 5/8" TYP "X" GWB - EACH SIDE W/ BATT INSULATION FIPLNAISN) O H FLOOR N CONCRE (SEE TE FlNISH FLOOR SLAB 6" MTh. 16 GA. WHALER FRAMI� 48" 0C. MIN. LOCATE AT JI' PANEL POINTS VERIFY WITH MF 3 1/2" MTh. 2 STUD FRAMING O.C. MIN. TYP. SOFFIT FRAMIN 3 1/2" METAL STUDS 0 24' W/ BRACING 0.C. MIN. - WALL TYPE PER PLAN ®2VALL SECTION WALL SECTION SCALE: 1/2 "= 1' -0" SCALE: 3/4 "= 1' -0" OVE RE 0. CORRIDOR - 6 o.c. W/ 5/8" CH SIDE W/ O COR TED BY MPERS SEE PLAN FOR SEE FINISH RETE 8 -0 SOFFIT QM Pr. EXTEND GWB 9" ABOVE CEILING PER PLAN On— ?Ln DUCTS PER MECH TYP. 3 I Mh. 0 GA. CROSS /2" BRA 2 FRAMING 0 EA. BAY Group Health Cooperative CONT. STRONGBACK TYP. of Puget Sound 3 1/2" MTh. 16 GA. 0 (4) LOCATIONS 4" MTL. 20 GA. JOISTS FRAMING 0 24 O.C. W/ 1/2" G'NB EXTD ING TO STRUC FRAM ABOVE 6" ACOUSTICAL BATT INSUL. TYP. ( - I ` ji o 1 I U l J ' 0 I I ' 1 sb - b° CEILING PER PLAN 3 1/2" MTL. STUD FRAMING 0 24" 0.C. W/ 5/8" GWB ��— — SEE PLAN FOR WALL TYPES 2IiY 88 iUhr_ AFPRDV00 1100 0 3 1111 NuiED `!^.L83 5M7GN r _ FINISH FLOOR (SEE FINISH PLAN) ON CONCRETE LOOK SLAB SCALE: 3/4 "= 1' -0" FPN: 5084 C ..e () E O w d Q O O E o C 1:0 al ai CD a O < cr 1-U O • 0 ® 0 I t P. N 5 03 88 project no. 360002 date 11 -1 -2000 revisions A 0176, OF NKWILA COMMENTS Q 26 2000 BID SET 10 -2 -2000 co (0 C 0 C 1— 2 0176, 00OF 0 iUKWILA COMMENTS . I -1 -2 sheet title WALL SECTIONS sheet A5.3 • IC. 0 iT ENCLOSE SPACE A CORRIDOR PER MECHANICAL. -- BRACE TO STRUCT ABOVE 0 4' -0" 0. TYP 1 HOUR RATED LID 6" MTL STUDS 0 1 TYP "X" GWB - Ei BATT INSULATION 11'-6" AF / SHALL BE DUCT OPENING IN KE DA!, B.O. 5,1 � 1 HOUR RATED COORIDOR TONNE R Mil A DC 48" _(. ' ` F I / 3. 1 i 1 2 { � � _ 2' -1 1/2" IC I I II I II SHALL BE PR 1)21 r FIPLA) ON CONi NIS FLOOR FLOOR SLAB OPENING INO COORIOOR OTECTED BY RATED SMOKE DAMPERS SEE MEF 0 -0" \) WALL SECTION ) MV?.0 SEE MECH_ I HOUR RATED COORIDOR TUVNE� ENCLuSURE (2) 6" 16 GAUGE LT. GAUGE JOIST W/ (2) 2_0__ GA. STUDS 0 EA. END. - -� SCALE: 3/4 "= 1' - 0" ABOVE 0 4' -0" o.c. CEILING PER PLAN RATED WALL SEE PLAN FOR WALL TYPES 1 HOUR RATED LID 0 CORRIDOR 6" MTL STUDS 0 16" o.c. W/ 5/8" TYP "X" GWB - EACH SIDE W/ BATT INSULATION FIPLNAISN) O H FLOOR N CONCRE (SEE TE FlNISH FLOOR SLAB 6" MTh. 16 GA. WHALER FRAMI� 48" 0C. MIN. LOCATE AT JI' PANEL POINTS VERIFY WITH MF 3 1/2" MTh. 2 STUD FRAMING O.C. MIN. TYP. SOFFIT FRAMIN 3 1/2" METAL STUDS 0 24' W/ BRACING 0.C. MIN. - WALL TYPE PER PLAN ®2VALL SECTION WALL SECTION SCALE: 1/2 "= 1' -0" SCALE: 3/4 "= 1' -0" OVE RE 0. CORRIDOR - 6 o.c. W/ 5/8" CH SIDE W/ O COR TED BY MPERS SEE PLAN FOR SEE FINISH RETE 8 -0 SOFFIT QM Pr. EXTEND GWB 9" ABOVE CEILING PER PLAN On— ?Ln DUCTS PER MECH TYP. 3 I Mh. 0 GA. CROSS /2" BRA 2 FRAMING 0 EA. BAY Group Health Cooperative CONT. STRONGBACK TYP. of Puget Sound 3 1/2" MTh. 16 GA. 0 (4) LOCATIONS 4" MTL. 20 GA. JOISTS FRAMING 0 24 O.C. W/ 1/2" G'NB EXTD ING TO STRUC FRAM ABOVE 6" ACOUSTICAL BATT INSUL. TYP. ( - I ` ji o 1 I U l J ' 0 I I ' 1 sb - b° CEILING PER PLAN 3 1/2" MTL. STUD FRAMING 0 24" 0.C. W/ 5/8" GWB ��— — SEE PLAN FOR WALL TYPES 2IiY 88 iUhr_ AFPRDV00 1100 0 3 1111 NuiED `!^.L83 5M7GN r _ FINISH FLOOR (SEE FINISH PLAN) ON CONCRETE LOOK SLAB SCALE: 3/4 "= 1' -0" FPN: 5084 C ..e () E O w d Q O O E o C 1:0 al ai CD a O < cr 1-U O • 0 ® 0 I t P. N 5 03 88 project no. 360002 date 11 -1 -2000 revisions A 0176, OF NKWILA COMMENTS Q 26 2000 BID SET 10 -2 -2000 co (0 C 0 C 1— 2 0176, 00OF 0 iUKWILA COMMENTS . I -1 -2 sheet title WALL SECTIONS sheet A5.3 • HVAC SEE MECH. ENCLOSE SPACE A CORRIDOR PER MECHANICAL. -- BRACE TO STRUCT ABOVE 0 4' -0" 0. TYP 1 HOUR RATED LID 6" MTL STUDS 0 1 TYP "X" GWB - Ei BATT INSULATION 11'-6" AF / SHALL BE DUCT OPENING IN KE DA!, � 1 HOUR RATED COORIDOR TONNE R f1� R OPENING INO COORIOOR OTECTED BY RATED SMOKE DAMPERS SEE MEF 0 -0" \) WALL SECTION ) MV?.0 SEE MECH_ I HOUR RATED COORIDOR TUVNE� ENCLuSURE (2) 6" 16 GAUGE LT. GAUGE JOIST W/ (2) 2_0__ GA. STUDS 0 EA. END. - -� SCALE: 3/4 "= 1' - 0" ABOVE 0 4' -0" o.c. CEILING PER PLAN RATED WALL SEE PLAN FOR WALL TYPES 1 HOUR RATED LID 0 CORRIDOR 6" MTL STUDS 0 16" o.c. W/ 5/8" TYP "X" GWB - EACH SIDE W/ BATT INSULATION FIPLNAISN) O H FLOOR N CONCRE (SEE TE FlNISH FLOOR SLAB 6" MTh. 16 GA. WHALER FRAMI� 48" 0C. MIN. LOCATE AT JI' PANEL POINTS VERIFY WITH MF 3 1/2" MTh. 2 STUD FRAMING O.C. MIN. TYP. SOFFIT FRAMIN 3 1/2" METAL STUDS 0 24' W/ BRACING 0.C. MIN. - WALL TYPE PER PLAN ®2VALL SECTION WALL SECTION SCALE: 1/2 "= 1' -0" SCALE: 3/4 "= 1' -0" OVE RE 0. CORRIDOR - 6 o.c. W/ 5/8" CH SIDE W/ O COR TED BY MPERS SEE PLAN FOR SEE FINISH RETE 8 -0 SOFFIT QM Pr. EXTEND GWB 9" ABOVE CEILING PER PLAN On— ?Ln DUCTS PER MECH TYP. 3 I Mh. 0 GA. CROSS /2" BRA 2 FRAMING 0 EA. BAY Group Health Cooperative CONT. STRONGBACK TYP. of Puget Sound 3 1/2" MTh. 16 GA. 0 (4) LOCATIONS 4" MTL. 20 GA. JOISTS FRAMING 0 24 O.C. W/ 1/2" G'NB EXTD ING TO STRUC FRAM ABOVE 6" ACOUSTICAL BATT INSUL. TYP. ( - I ` ji o 1 I U l J ' 0 I I ' 1 sb - b° CEILING PER PLAN 3 1/2" MTL. STUD FRAMING 0 24" 0.C. W/ 5/8" GWB ��— — SEE PLAN FOR WALL TYPES 2IiY 88 iUhr_ AFPRDV00 1100 0 3 1111 NuiED `!^.L83 5M7GN r _ FINISH FLOOR (SEE FINISH PLAN) ON CONCRETE LOOK SLAB SCALE: 3/4 "= 1' -0" FPN: 5084 C ..e () E O w d Q O O E o C 1:0 al ai CD a O < cr 1-U O • 0 ® 0 I t P. N 5 03 88 project no. 360002 date 11 -1 -2000 revisions A 0176, OF NKWILA COMMENTS Q 26 2000 BID SET 10 -2 -2000 co (0 C 0 C 1— 2 0176, 00OF 0 iUKWILA COMMENTS . I -1 -2 sheet title WALL SECTIONS sheet A5.3 • N0. SIZE WIDTH X HEIGHT ,_EA F FRAME 112 RATING / / - '"A NOTES �� -��- NAT'L GLAZING FIN. HEAD �� E 00 24 6 x 3' -G D9 1.12.111.11._ 03 WD a PANIC - F11 ® 1 HM -EMEMM- P --_ E20005A 3' -0" x 8' -O" 1 / AE.4 EITIEa_ 1 EMIIMMEEII®? `ND N 2,3 F1 HM MIIIMEINIEMEE1111111111MIEIMINIENIMMIMIIIMMIIIIIIMIIIIIIEIE ® ®a- - ® -® D4 WD - -- - F9 - F7 HM -- WD - --- - E200M1A ©- - 1111121111MINI® - -- -- - -- 3. /A64 3 4 I MEI MOM IEEE ® E10 1A 3 . G.. 3 3.-0., x 8' - C. -G., x 8' -D.. 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W753A 6' -0 x 8' -0" D3 WD F11 HM P Y Y L, 7/A6.4 1/A6.4 _ 20 IN 3' -0" x 7' -0" 2 153B 6 -0 x 8' -0 D3 D6 WD STL - ■ FF Fit MFR HM MFR P FF Y Y ■ 1/A6.4 1 /A6.4 5/A6. I 20 MIN > 3' -0" x 7-0" D4 153C 6 -0 x 7' -0" F3 WD 3/A6.4 3/A6.4 E100C8AA 3' -0" X 8' -0" 21 WD F1 HM P Y 1,2/A6.4 1,2/A6.4 1 HOUR NO. SIZE WIDTH X HEIGHT LEAF FRAME 1ARDWARE DETAILS RATING / --r-- NOTES TYPE NAT'L GLAZING FIN. TYPE MAT'L FIN. CLSR. PANIC GRP. HEAD JAMB THRESH E20005A 3' -0" x 8' -O" D2 `ND N F1 HM Y Y 1/A6.4 1 /A6.4 1 20 MIN l 2,3 E200M1A 3' -0" x 8' -0" EX. -® + EINE ENE ®® -1Wil E200S2A 3' -0" x 7' -0" IX. E201A 3' -O" x 8' -0" D1 WD N F12 HM Y 1/A6.4 1/A6.4 E202A 3' -0" x 8' -0" DI WD N FI HO Y 1/A6.4 1/26.4 E203A 3' -0" x 8' -0" 01 WD N F6 1-10 Y 1/06.4 1/66.4 E204A 3' -O" x 7 -0" D9 WD N F9 HM Y N 1/A6.4 1/A6.4 E207A 3' -0" x 7' -G" D4 WD N F3 WD N N 3 A6.4 3/05.4 E208A 3' -0" x 7' -0" 54 WD N F3 WD N N 3/A6.4 3/A6.4 .- -� _ E210A 3 -0" x 7' -0" D4 WD N F3 WO N N 3/A6.4 3/A6.4 E215A 3' -0" x 7' -0" D4 WO N F3 WD N N 3/A6.4 3/06.4 E216A 3' -0" x 7' -0" 04 00 N F7 WD N N 3,4 A6.4 3,4 A6.4 E217A 3' -0" x 7' -0" 04 WD N F7 WD N N 3,4/A6.4 3,4/A6.4 E219A 3' 7' -0" D4 WD N F3 W'0 N N 3 A6.4 3 A6.4 E222A E22 3A E224A 3' -C" x 7' -0" 3' -0" x -0' 3' -0" x 7' -0" D4 D4 04 140 WD 00 N N N F3 F3 F7 WD WD WD N N N N N N 3/A6.4 3/A6.4 3/A6.4 3/A6.4 3/A6.4 3/A6.4 E225A 3' -0" x 7' -0" D4 WD N F3 WD N N 3 A6.4 3/A6.4 E226A 3' -0" x 7' -0 54 WD N F3 WD N N 3 06.4 3 26.4 E228A 3' -C" z 7' -0" D4 WD N F3 WD N N 3/A6.4 3/A6.4 E229A 3 -0" x. 7-0 04 WD N F3 WO N 0 3/A6.4 3/A6.4 E233A 3 -0" x 7' -0" 04 WD N F7 WD N N 3/A6.4 3/A6.4 E235A E237A 3' -0" r, 7 -0` 3' -0" x 7 -0" 54 04 WD 00 N N F3 F3 WD WD N N N N 3/A6.4 3/A6.4 3/A6.4 3/46.4 6238.0 3 -0" 7 -C" 04 WO N F3 WD N N 3/A6.4 3/A6.4 E240A 3' -0" x 7' -0' 04 G' F3 WD N N 3/A6.4 3/46.4 E242A E2 3A E244A 3' -0" x 7' -0' 3' -0" x 7' -O" 3 -0" x 7 -0 _ D 4 04 04 WD WD WD N N N F3 F3 F7 WD WD WO N N N N N N 3/A6.4 3/A6.4 3,4/A6.4 3/46.4 3/A6.4 3,4/06.4 E251A 3' -0" x 7' -0" D4 WD N F3 WD N N 3%4.6.4 �A6.4 /\ i E259A 3' -0" x 8' -O" IX. W200C2A 3' -0" x 8' - 01 WD N F12 HM P1 Y Y Y 1/A6.4 1/A6.4 1/A6.4 1/A6.4 - 1 -HR 1 20 MN ) W200C3A 3' -0" x 8' -0" D' WD N F12 HM Y W200M1A 3' -0' x 8' -0" EX. '`r W201A W202A 3 x 8' -0" 3' -0" x 8' -0" D1 IX. WD N F12 HM PI Y 1/A6.4 1/A6.4 1 -HR ' / 1 W203A 3' -0" x 8' -0" EX. v 1 W204A 3'-0" x 7' -0" EX. 218A 3' -0" x 7' -0" D4 WD N F3 WD 3/A6.4 3/A6.4 W221A 3' -0" x 7' -0 D4 WD N F3 WD 3/26.4 3/A6.4 W222A 3 -0 z 7 -0 D4 WD N F7 WD 3,4/A6.4 3,4/A6.4 W224A 3' -0 x 7' -0 04 WD N F3 WD 3/A6.4 3 /A6 4 W227A 3' -0" z 7' -0 D4 WD N F3 WD 3/A6.4 3/A6.4 W228A 3' -0" x 7' -0" D4 WO N F3 WD 3/A6.4 3/A6.4 r W229.AA -0" x 7' -0" D9 WD N F8 HM Y 1,2/A6.4 1,2/06.4 ( 20 MIN W229BA 3' -0" x 7' -0" D9 WD N F8 HM Y 1,2/A6.4 12/A6.4 \ Ct 1 20MIN 229 BB 20' -0" x 10 -0" D11 FE N FF FF UERIFY WIDTH 205A 3' -0 x 7 -0 / W200SiA 3' -0" x 8' -0" IX. W200S2P. � -0 x 8 -0 IX. E � 1 W200M3A W200C3A 3 -0 x 8 -0 m wD N Ftz HM P Y r , 2/06 . 4 , 2/06 . 4 j 1 -HR w200C3a 3' -0' x 7 -U" 3' -0" x 7' -O" oo De wD wD N N Fe 65 HM HM P P r Y Y Y 1,2./06.4 1.2/06.4 1,2/06.4 1,2/06.4 - 1 -HR 1 -HR 4 W200C.'.: W20003D 3' -0" x 7' -O" 09 wD N FS HM P Y Y 1,2/06.4 1,2/06.4 1-HR_ 20 MIN ,, 2 6200050 3' -D" x 7 -0" 012 wD Y F9 HM P Y Y i /06.4 1 /06.4 620005C 3 -0" x8` -0" D2 WD Y F12 HM P Y Y 1/46.4 1/A6.4 20 MIN 62270 3 -0" x 7 -0" D9 WD N F8 HM P Y Y 1,2/06.4 1,2/06.4 (,-, 20 MIN .1 62278 3' -0" x 7 -0" D9 WD N F13 HM P Y Y 1,2/06.4 1,2/06.4 20 MIN 2,3 62310 4' -0" z 7 -O" 08 w6 r FS HM P Y 1/06.4 1 /06.4 r 20 MIN , W205A 3' -0" x 7' -0" EX. L, -/ E216A 3' -0" x 7' -0" 04 WO N F7 WD 3,4/46.4 3,4/46.4 _s___,, E2174 3' -0" x 7-0" D4 WD N F3 WD 3/A6.4 3/A6.4 DOOR SCHEDULE 1ST FLOOR DOOR SCHEDULE 2ND FLOOR ll 1ST FLOOR DOOR SCHEDULE CONTINUED W101L1B W1O'LIC W100M2A FI1 F11 WD WD HM HM W153AA 6' -O" 2 8' 6' -0" x 8' -0" D1 D3 D3 EX WD F1 1/A6.4 1/A6.4 1/A6.4 1/A6.4 1/A6.4 20 MIN 20 MIN 2,3 1/A6.4 20 MIN LEGEND EX EXISTING WG WIRE GLASS FF FACTORY FINISH SG SAFETY GLASS HM HOLLOW METAL PL PLASTIC LAMINATE PT PAINT WD WOOD STL STEEL NOTE D2OO 2�7 1. FOR DOOR & 0ELITE TYPES SEE SHEET 46.4 DOOR SCHEDULE NOTES: 1. EXISTING SHELL DOOR. 2. MAGNETIC HOLD OPEN ON RATED DOOR CONNECT TO FIRE ALARM SYSTEM. 3. SWING CLEAR HINGES 0416 OF APPR04E0 600 0 3 205 as N01 EO , • ■OM1G DM9bN D E ri 0 CO C)- O 0 E A` L co • ® c ® ® D) LL. W Alexa�ae� J. Clark STAt£ OF WASHINGTON 60 4. Group 60 Health Cooperative of Puget Sound FPN: 5084 project no. 360002 date 11 -1- 2000 revisions GIN of TUKWILA GOMMENT5 9 - 26 - BID 5E7 10 -2 -2000 2 CITY OP TUKORILA 0014MENTS . �II -I -2 sheet title DOOR SCHEDULE sheet A6.1 \Y 00 0) NUMBER WIDTH x HEIGHT GLAZING FRAME RATING DETAILS NOTES TYPE MAT'L FINISH HEAD JAMB JAMB SILL E2078 4' -0" x 4' -0" SG RI WD 4/A6.4 4/A6.4 4/A6.4 4/A6.4 4/A6.4 4/A6.4 E2100 4' -0" x 4' -0" SG R1 WD E222B 3' -6" x 4' -0" E102B -C x 4 - 4 -0 4 -0 SG SG SG S" 5�1 Si, M WD R1 WD Rt WD ® 4VD 0 " WD 4/46.4 4/A6.4 4/A6.4 4/A6.4 4/A6.4 4/46.4 4/46.4 4/46.4 4/46.4 E1050 515 4 -0 x 4' -0" 5G _ - _ _ E226B E1 07B 4' -0" x 4' -0 51 E 08 E111B a' -0" e 4' -C a' C" 4' C" 4/46.4 E1 128 4/46.4 E228B 3' -6" x 4' -0" SG R4 WD E1165 4/A6.4 4/46.4 4/A6.4 4/46.4 E229B 3' -6" x 4' -0" SG 54 WD El 8I3 4' -0" x. 4 -0 4' -0" x 4' -0" W'E' R1 WD - 4/A6.4 4/A6.4 4/A6.4 4/A6.4 E120B 4 -0 x 4 -0 SG R WD 01 WD E2400 4' -O" x 4' -O" E1 21B 4' -0` x 4' -0" SG P 4/46.4 4/A6.4 4/A6.4 E2426 3' -O" x 4' -0" E 25 4 -0 * 4 -0 SG ,.. WD 4/A6.4 4/A6.4 4/A6.4 W2176 4' -0" x 4' -0" E1268 4 -0 x 4 -0 SG P.1 WD 4/46.4 4/A6.4 4/A6.4 W221B 4' -0" x 4' -0" E128B a' -0" x 4' -0" SG Rt 4VD 4/A6.4 4/A6.4 4/46.4 W222B 4' -0" x A' -0" E1318 4 -0" x 4' -0 SG 01 WD 4/A6.4 4/46.4 4/A6.4 E132B 4 -0 x 4 -0 SC R1 WD W227B 4' -0" x 4' -0" E 34 4' -0 x 4 -0 SG R7 WD 4/46.4 4/A6.4 4/A6.4 W2288 4' -0" x 4' -0" c 35 4 -0 x 4 -0 SG R1 WD 4/46.4 4/A6.4 4/A6.4 W 2 4 -0 x 4 -0 SG R1 WD W1138 4 -0 x 4 -0 SG R1 WD W11 4B 4 -0 x 4 -0 SG R1 WD W1 20B 3' -6" x 4' -0" SG R4 WD W1218 3' -6" x 4' -0" FG R4 MEM W12 2B 3 -6 x - - -0 SG R4 WD W1238 4' -0" x 4' -0" SG SG R1 R1 WD WD --. 1276 4' -O" x 4' -0" W 29 4 -O x 4 -0 SG R1 VD W13013 4' -0" x 4' -0" SG R1 WD W, B 4' -0 x 4' -0" SG Ri WD W 32 4' -0 x 4 -0 SG Ri WD W1330 4' -0 x 4 -0" 5G RI WD W1355 01 WD 375 4' -0" x 4' -0" SG SG Ri WD W 138B 4 -0 x 4' -0" SG R1 ND --- W 39 4 -0 x 4 -0 SG Ri WD W1459 4 -0 x 4' -0" SG R7 WD W1416 4 -0 z 4' -0" SG R1 WD W 42 4' -0" x 4 -0 SG 151 W1 3B a' -0' x 4 " -0" SG R1 WD W1 44B 4 -O x 4 -0 SG RI WD W14-5B 4 -0 x 4 -0 SG R1 WD W746B 4' - 0" x 4' - 0" SG Ri WD __- 1478 4 -O" x 4' -0" SG Ri WD W 48 4' -0 x 4 -0" SG Rt WD Wi 49B 4•-0" x 4' -0" SG Rt WD W150B 4' -0" x 4' -0" SG R1 WD NUMBER WIDTH x HEIGHT GLAZING FRAME RATING DETAILS NOTES TYPE MAT'L FINISH HEAD JAMB SILL E2078 4' -0" x 4' -0" SG RI WD 4/A6.4 4/A6.4 4/A6.4 4/A6.4 4/A6.4 4/A6.4 E2100 4' -0" x 4' -0" SG R1 WD E222B 3' -6" x 4' -0" SG SG R4 R4 WD WD 4/46.4 4/A6.4 4/A6.4 4/A6.4 4/A6.4 4/46.4 4/46.4 4/46.4 4/46.4 E223B 3' -6" x 4' -0" E2258 4' -0" x 4' -0` 5G 51 WD E226B 4' -O" x 4' -0" SG 51 WD 4/46.4 4/A6.4 4/46.4 E228B 3' -6" x 4' -0" SG R4 WD 4/46.4 4/A6.4 4/A6.4 4/46.4 4/A6.4 4/46.4 E229B 3' -6" x 4' -0" SG 54 WD E2358 4' -0" x 4' -0" SG R1 WD - 4/A6.4 4/A6.4 4/A6.4 4/A6.4 4/56.4 4/A6.4 E2386 4' -O" x 4' -0" SG 01 WD E2400 4' -O" x 4' -O" 5G 101 WD 4/46.4 4/A6.4 4/A6.4 E2426 3' -O" x 4' -0" SO R2 WD 4/A6.4 4/A6.4 4/A6.4 W2176 4' -0" x 4' -0" SG 01 WD 4/46.4 4/A6.4 4/A6.4 W221B 4' -0" x 4' -0" SG R1 WD 4/A6.4 4/A6.4 4/46.4 W222B 4' -0" x A' -0" 5G 51 WD 4/A6.4 4/46.4 4/A6.4 W227B 4' -0" x 4' -0" SG R1 WD 4/46.4 4/A6.4 4/A6.4 W2288 4' -0" x 4' -0" SG R1 WD 4/46.4 4/A6.4 4/A6.4 RELITE SCHEDULE 1ST FLOOR RELITE SCHEDULE 2ND FLOOR LEGEND HM PL PT WD SMED EX SG HOLLOW METAL PLASTIC LAMINATE PAINT WOOD DOOR PROVIDED BY VENDOR_ HARDWARE PROVIDED BY - CONTRACTOR INSTALLED BY OWNER EXISTING SAFETY GLAZING NOTE: I. FOR RELITE TYPES, SEE SHEET A6.4 OTT OF APPROVED NOV 0 3 2000 AS NOTED 0. 0555 053105 !_ C - O E O o aci o O E - O e 4E' C O 0 1- F _ a • c O O t2 r > m 5 sheet title Relite Schedule sheet Group Health :Y Co ?perat ve of Pu Sou FPN: 5084 project no. 360002 date 11 -1 -2000. revisions A CITY OF WKWILA COMMENTS Q -26 -2000 A6.2 CO 00 0) BID SET 10-2 -2000 CITY OF WKWILA COMMENTS . II-1-2000 TYP. RATED RATED ON -RATED RATED WD FRAME NON- RATED FRAME El____FRAME ANCHOR DOOR, REFER TO SCHEDULE 1/4" WIRE GLASS REMOVABLE MTL STOP RELATE HEAD / JAMB SIM. Detl 02.'.DiWG SCALE - RATED ATCH. PER PARTITION'. HOLLOW, METAL FRAME HOLLOW METAL FRAME RATED DOOR, REFER TO ISOHEDULE, O DOOR HEAD / IAMB SIM.' 3 Detl 03 DWG I SCALE 13 1' 0 " BLOCKING PO AS SCHEDULED'. WOOD ARTITI FR AME 'I THRO WOOD STOP E OPENING'. RELITE HEAD / JAMB SIM'. DeO- 04.D I iI I' I I I I I' i APPROVED I NOV y0 3 , 2000 0 NO'tfJ ander J. Clark TALE OF WASHINGTON DOOR TYPES NON RATED SOLID CORE WOOD DOOR SO CORE WOOD DOOR RATED LID RATED O O 2 " •TYP HOLLOW METAL FRAME RATED DOOR & FRAME TYPES DR-TYPES DWG WD FRAME NON- RATED IR 1 RELITE TYPES RELITE TYPES DR- TYPES.DWG NON - RATED"' NON -RATED Tr CAL DETAIL LOCATIONS HOLLOW METAL FRAME - RATED ATCH PER. PARTITION SOLID CORE WOOD DOUBLE DOOR RATED Fi F2 F3 DOOR FRAME TYPES D3 D4 DS D6 3'-0" WOOD FRAME NON -RATED NOTFS: 1 ALL DOORS OPENING TO CORRIDORS SHALL HAVE CLOSERS AND SMOkE GASKETS. 2. ALL HARDWARE. SHALL, BE LEVER HARDWARE:. & RATED FOR 20 '. MIN. DOOR ASSEMBLY. ALL HARDWARE SHALL CONFORM TO THE 97' UGC' CHAPTER 11 AND THE WASHINGTON STATE' .AMENDMENTS. 3. ALL GLAZING TO BE TEMPERED PER CODE UBC SECTION 2406. 4. AT Ft ELITES AND DOORS SET FRAME 4" FROM CORNER OF WALL. INTERSECTION. TYP. U.N.O. 5. CONTRACTOR TO BRACE TOP OF WALL TO STRUCTURE ABOVE AT STRIKE SIDE OF JAMB, TYP U.N.O. 6. ALL RATED DOORS AT COMMONS SHALL HAVE "S" RATING LABEL AS REQUIRED HM FRAME 3/4 HOUR RATED 5/8 GWB EA. SIDE 3 5/8" MTL. STUDS, TY O DOOR HEAD / JAMB —SIM.' DetI 01.DWG 'SCALE: 3 "= "d'-0" SOLID CORE WOOD DOOR NON RATED SOLID CORE WOOD DOUBLE DOOR - RATED HOLLOW METAL FRAME - RATED • R3 • METAL SECURITY ROLLING SHUTTER 4 -0.. 1 HOLLOW METAL FRAME NON -RATED HOLRATED LOW METAL FRAME NON 1p WD FRAME NON —RATED SCALE: 1 "= 4' - 0" HOLLOW METAL FRAM - RATED SOLID CORE WOOD DOUBLE DOOR NON- RATED HOLLOW METAL FRAME WOOD FRAME - RATED NON -RATED ARMOR. PLATED EA. SIDE OF LEAF TIP. f 3' - HOLLOW METAL DOOR SOLID CORE WOOD DOOR SOLID CORE WOOD DOOR NON -RATED - RATED NON -RATED DS it 5/8 GWB EA. SIDE 3 5/8 MIL. . STUDS, TYP. D9 10 A F9 3 -o" HOLLOW METAL FRAME HOLLOW METAL FRAME - RATED - RATED SCALE: 1 "= 4'- PER PLAN ACOUSTICAL FOLDING HOLLOW METAL DOOR PARTITION /' NON -RATED 4 -RATED WOOD DOOR *Grou Health ps Cooperative ofRIgetSound FPN: 5084 E - 0 ....r.,, 6. ... o c7c, _, „ E 0 c c rn 2 a ~ 5 a 0 Q IL •3 p O I r (5 43 3 CV > .. 5 , ... g - 1CO project no. 360002 date .:11- 1 -20ao. revisions GITY OF:TUKWILA COMMENTS . 6 +RE BOCFl1 K Wl L A COMMENTS 9. -26 -2000 BID' 5ET 10 2 GITY OF'NKNILA 006946905 . I -I -2000 sheet title DOO & RELI ............ TYPES & DETAILS sheet ROOF PLAN ROOF. DWG SCALE: 1 "= 16' -0" MECH. CURB & EUIP. VERIFY ■ LOCATION W/ MECH. DESIGN BUILD: EXISTING RIGID INSUL EXISTING ROOF DECK NEW RIGID INS NSUL AS REQUIRED $ I l I „iii,li5.�- ® ---- gird PIT MOW ' & LEVEL CURB w/ Or � TAPERED PIT. 4X6 � OVER BOARD ALL SIDES WHERE MAT H E %ISPNG REQUIRED ` I I M DECKI�, ORL EXIS PNG SUP VERIFY I. MECHANICAL CURB DET GITY OF TUNiI�' ,WPR0YE0 60 3 12000 I I AS NGIEU I hiD1, 0 DMSION ROOF FINISHING RCOFCAP.DWG TYP II I R OO F C'A AT ' ROOF I NOTE: 1. MECHANICAL EQUIP. .'& LOCATION PERI MECHANICAL DESIGN BUILD. 2 SHE. AND CORE CONTRACTOR TO PROVIDE EQUIPMENT CURB: FLASHING AND STRUCT. SUPPORT. EQUIP. PER'. MECK METAL FLASHING OVER RANE. ROOFlNG MEMB SELF LEVELING CURB BY MECH. 12" u. 12" IIDEiTAIIL, I I 1G SCALEi 1 MECH. EQUIPMENT &' PRE - FABRICATED CURB 3/4' PERUIE BD. 3/4' EXT. PLYWB. NAILER, SCREW TO PREFAB. CURB RUN ROOFING 42" MIN ABOVE CANT STRIP... CONT. SEALANT 22 GA. GALV. COUNTER FLASHING. FACE NAIL w/ NEOPRENE. WASHERS. MEMBRANE FLASHING 4" CANT STRIP ROOFING FELT. MEMBRANE ROOFING Grou al ee Cep% % e 0 of Pu S rat FPN: 5084 s E O L C:ci c � o 09 O O L O er O V — U ()cocci) c .� :2a: — • C �I § O O r C > >N CC M TERED antler STATE OF W NSHINGTON proj,ect no. 360002 date 1171-200.0 revisions A CITY OF TUKWILA COMMENTS Q -26 -2000 BID SET 10 - - 2000 2 CITY OF TUKW1LA COMMENTS . . 11.1 -2000 sheet title ROOF PLAN DETTAILS sheet's / F i / (VERIFY PRIOR TO FABRICATION) Ni , I ''C- 5,,, WELD PATTERN K-JOIST / 3/4 TO MATCH DETAIL & SECTION LINE FIN CLG W16x31, END CONN PER TO' GRID 4 JOIST GIRDER MEMBRANES SCALE: 1"= 1'--0” EXIST! SCREEN Da.W_IST FAR OM D3STMG PRITAB PER PAECEL 1. MECHANICAL EQUIP. & LOCATION PER MECHANICAL DESIGN BUILD. 2. SHELL AND CORE CONTRACTOR TO PRUDE EQUIPMENT CURB, FLASHING AND STRUCT. SUPPORT. FILE COPY I t understand that the P/an Check approvals are sobiect to errors and orrisslons and approval or f.14:-,a;,,d(j>...s„rd-leatcatfolltio7,eciehe ,v,teolaelfootatcaofnly t aotdr dcfpy of a,ol pldns nder J. Clark OF WASHINGTON Eh EL Dila 7.1k IL X — SECTION SdtI.DWG (GRID; EX. REINF GIRDER PER DETAIL I I 1 I 11 I I, 36" hOl 1 ST GIRDER %BP JL 22x1/4x1 3" SI I 22,-JOIST THREADED RODS; SIZE & SPACING PER DOOR MFR OPERABLE PARTITION WIG TO JOIST GIRDER CONN COPE TOP FLANGE AS SHOWN O PARTIAL ROOF FRAMING PLAN SCALE: 1/8"= —0" REWORK JOIST BRIDGING AS REQUIRED BY JOIST MFR 3/4" = 1'-0" Sdt1-3.DWG SCALE: 1 1/2"= V-0" 11 161 1 In 11 1 ROOF P ROOF.DWG EA END ADDED 3 1E cp CD ® ® ® 0 ® CD LAN ADD ,L 1 1/2 . x 1 1/2" x 3/16," 1 1 EA, SIDE ' I C JOIST GIRDER REIINF . ) --- Sdt14.DWG NOTE: VERIFY GIRDER CONFIGURATION WITH MANUFACTURER (OR FIELD MEASURE) SCALE: 1"= 16'-0" C.1114 AND CANC. DM U AND GONG CLIREI EXISTING MECH. SCREEN EgITI1 = CURB. PER MECH. 11 UNAUST FAN ON EXISTNIG PREFAB GORE, PER MEEK !NMI Group Health Cooperative of F,get Sound FPN: 5084 GITY PERMIT CENTER project ro. 360002 • date 11717200.0 . revisions A cm' OF TUKWILA COMMENTS 9-26-2000 ... 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SPRAY-ON FIRE PROTECPON SIRUCIFRE de FLOOR DECK ABOVE FRONDE SURFACE PROTECDON AND IHICKNESS PER MANUFACTURER'S RECOMMENDA,ON I ■ ooting - Sherwin „Williams Rama N 5 (Fi a 2 1 , emote - ProwdeI One-Hour Hre loc 1111 latumescen Mast) Appl)■ 3/16 ttlick wet, 5/32 thick dry ,in acc&dance with I I 11 , 11 rlecomme9dations arid 61, osooi,PAt '3■ to ,ieceive iniUrrIle,4cent, 1' 1 , Prune with Temerro '66 or lquil.,Coo'rdinate with i■!1urnIe 1 1 ,1 I 1 1 3 PROVIDE 6 ACOUSIICAL BATT I EXTEKOING 24" PAST EACH SIDEI OF 1 , I 11 AL, WALLS ENCLOSING ALE CONFERENCE I RU.5, TRAINING ROOM s I AND , I OFFICES TYPICAL. 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I I ® ®111_®®® ®r ® ® ®■= =_ __ _ == _IIP1®I■ =■r4_•L_ __I■ MIOMMIN=1111111111•11=11111MIMMINIMMIIIIIMI miatiatrAl■■___ ■_ ®_ ®® •UU1111■11111 ®®®■■IU ®!!M. ® ■ ®®1 ®I®® S ® M ■ ® ® ®®®®®1 I I PPM= � : I I I I I I 11 I I I "'! i, �i ®✓ I _ ® � ®': - ., 'II I I I e _ ter • ' I " : I I I I III I III ' I I I ' ■ I ® ■® �m ®.� I .1 9r q is --- SI •1 CL: p: ►1 11 11 .II„ 1 J 11 LI 11 1_I 4 r 11 I R ro w Heath ;; G Cooperates of Puget tS So y u n ndd A FP N: 5O 4 project no. 360002 1 . date 11 -1 -2000 revisions A CITY OF TUKWILA COMMENTS 9-26 -2000 BID SET I0 -2 -2000 A CITY OF TTKWILA COMMENTS /�. II -1 -2000 she ,tit e 2ND , FLOOR .REFLECTED CEILING PLAN - 1WEST sheet 1 O " ACP SWAY BRACE DETAIL O 5 DETAIL DTL- 08.DWG DETAIL FRM -B.DWG ACP. CROSS RUNNER VERTICAL 12 GA HANGER SPACED 4' -0" O.C. ALONG MAIN R'UNK..", TO STRUCTURE ABOVE. (4) 12 CA MRES SECURED TO MAIN RUNNER .THIN 2" CF CROSS RUNNER SPLAYED 90 DEG. FROM EA OTHER. N.T.E. 45 DEG. FROM CLG PLANE. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12' -0" O.C. N BOTH DIRECTIONS, W/ THE FIRST POINT ',WHIN 4' -0" FROM EA WALL. SECURE TO STRUCTURE ABOVE. AN RUNNER NOTE: CONFORM TO UBC STANDARD 25 -2 REFERENCE TABLES N.T.S SCALE: 3 "= I' -o" NOTE DEPTH : OF POCKET 70 PROVIDE FOR DOOR LEAF, SWING CLEAR HINGES & ASTRAGAL PLUS 3/4" CLEAR GAP. SCALE: 3 "= 1' -0" 0 AGP SWAY BRACE DETAIL N.T.S. cp DETAIL DTL- 08.DWG FRM -B.DWG SPLAYED BRACING WIRES SEE VERTICAL STRUT CAPABLE OF RESISTING VERTICAL LOADS 'EMT' SLEEVE - DRILL 5/32" HOLE AND INSTALL 1/8' BOLT AND LOCKING NUT TO SECURE �AER ONE TUBE TO THE OTHER LAP TUBES 4 MIN. IN FULLY EXTENDED POSITION 1 �1\ DETAIL NOTE: CONFORM TO ' STANDARD 25 -2 REFERENCE TABLES SCALE: 3 °= ATTACH SLACK WIRES DIRECTLY TO FIXTURE DIACONAL .74141444410111., O DIAG EARNERS TO � ONAL CORNERS >4. FIXTURE TO C SUSPENSION SYSTEM WITH POSITIVE CLAMP LAMP DEVICES HAVING CAPACITY OF 100% OF LIGHTING HXNRE WEIGHT \ IN ANY DIRECTION NOTE: CONFORM TO UBC STANDARD 25 -2 REFERENCE TABLES MAX. TYP- O LIGHT FIXTURE BRACING 011,91 DWG 5/8" TYPE "X" ONO TYP. 1/2• METAL STUD FURRING NP. EXISTING STEEL COLUMN PER PLAN EOTFOM OF MT, DECK UL APPROVED FIRE STOP SEALANT - EACH SIDE 5/8' TYPE ' %° 6Y45 4V MTL. STUDS X BAIT IN-Rt. PER WALL TYPE. LAP 5/8' TYPE °X• . EACH SIDE OF DEFLECTION JOINT. SCALE: 3 "= I' -o" FIRE TRA4KrDEFLEGTION TRACK (I") W/ MTL. 571X25 MATCH WALL TYPES, ems! PB2 WALL HEI6NT 1 5/8° TYPE •X ere EACH SIDE 112 GA. WIRE HANGER TO CO OF FIXTURE EACH CORNER OF FIXTURE N.T.S. DBL. SIDBD BLACK FOAM TAPE -I° X WIDTH OF MULLION EXISTING WINDOW SYSTEM O } EXTERIOR WINDOW' MULLION FRM -1.DWG I/4" THREADED RO SECURE TO STRUCT. ABOVE I/4" THREADED R GROSS B RACE - TYP. O DETAIL @ METAL CLOUDS 4 FRM -04DW6 SCALE: 3 " = I' -0" arromerAvira I/ I 1 k 5 " CLR. ALL AROUND TYP. VARIES WALL TYPE PER PLAN 3 1/2j 20 GA MTL I STUD FRAMING :2 O.C. TYP. 5/8" TAPE. GAB ONE SIDE ONLY. FIRE DUCT WORK PER MECH. DESIGN BUILD NOTE: EXTEND SHAFT ENCLOSURE TO ROOF DECK ABOVE. NO OPENING ALLOWED IN SHAFT TO ADJACENT AREAS, PER UBC SECTION 711. 11 ENCLOSURE DUCT WORK DTL10101.DWG SCALE: 1 1/2 "= 1 -0" METAL GLOUD LAYOUT PER REFLECTED CEILING PLAN - PLAN INDIC'.TES CURVE UP OR CURVE DOWN NOTE: CONFORM TO UBC. STANDARD CHAPTER 25 REFERENCE TABLE 25 -A AND APPROPRIATE REFERENCES 3/4 • .125 5 ALUMINUM EXPANDED METAL - WELD TO FRAME RADIUS W/ LONG AXIS OF DIAMOND PARALLEL TO AXIS OF CURVE O D FRM - ETAIL RATED SHAFT DTL10112.DWG O d' 2" X SCALE: 3 "= I' -0" ROOF OR FLOOR SYSTEM VOID BETWEEN FLUTES PACKED NV MINERAL WOOL. BOTTOM OF 1.4TL DECK. FIRE TRACK1DEFLECTION TRACK C) W/ MTh STUDS, MATCH WALL TYPES, GAUGE PER NALL HEIGHT. 5/8" N, E. X' GWB EACH SIDE DUCT WORK PER MECH. DESIGN BUILD HOUR RATED ' SHAFT WALLS EXTE FLOOR 1-3();!/°29F STRUCT URE FROM ABOVE MTL STUDS ®16 OC. W/ 5/8 TYPE X I GWB EACH I SIDE I I ' 1" SHAFT' WALL PANEL'- 1 HOUR RATED' - WITH C- CHANNEL STUD W/ 5/8" TYPE'. "X "' G., INSTALL PER MFR. RECOMMENDATIONS EXTEND FULL HEIGHT: NOTE: PROVIDE FIRE STOP SEAL AT FLOOR AND ROOF DECK TO MAINTAIN 1 HOUR SHAFT RATING. SCALE: 1 1'/2 "= 1' - 0" L� STRUCTURE ABOVE EXPANSION OR EPDXY FASTENER 1/4" THREADED ROD 1/2" BOLT ALUM. ANGLE ANGLE CLIP WITH THREADED ATTATGHMENT AND LOCK NUT ALUM EXPANDED MIL. ANGLE CLIP WITH THREADED ATTATGHMENT = AND LOCK NUT ALUM T- RADIUS ALUM EXPANDED MTL. ALUM. ANGLE SCALE: 1/2 "= I' -0" • FPN: 5084 RIP SET 10 -2 -2000 � 0 C al 2- C O U'E— 0 rt+ 0 C �+ C 2 Q' ii • c co W 0 0 . o N >. 5 V- it m Group Health Cooperage of Puget Sound antler J. Clark A1E OF WASHINGTON. project no. 360002 date . . 11- 1- 2000.. revisions A CIN OF TUK WILA. COMMENTS 4 -26 -2000 GIN OF TUKPIILA COMMENTS 2 II -1 - 2000 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION LAMPS MANUFACTURER Ft in. 2°W LINEAR EXTRUDED ALUMINUM FIXTURE WITH 2 LAMPS IN CROSS SECTION. PENDANT MOUNTED T018' -6" AFF PROVIDE WI1H YA1IiE FINISH. NOTE PROVIDE EMERGENCY BATTERY UNIT WHERE SHOWN ON PLANS. 326618 (2) LAMPS PER 4' SECTION GAMMALUX, SOFTGLOW SERIES. GAPI3SGB 232T8 EDL-X' -C24- OD - W 1-277 V NOTE:. NO SUBSTITUTION F2 161 z.. 12W LINEAR EXTRUDED ALUMINUM FIXTURE YATH 2 LAMPS IN CROSS SECTION. PENDANT MOUNTED TO 8' -6" AFF PROVIDE'. WITH white FLASH. NOTE FROMM EMERGENCY BATTERY UNIT. WHERE SHOWN, ON PLANS 326618 (2) (AMPS PER 4' SECTION GAMMALUX SOFTGLOW SERIES GAPI3SGB 23218- EBL- A -C24- OP -WEI-277V NOTE: NO SUBSPTUTION. 4'L x 12"W. LINEAR EXTRUDED ALUMINUM FIXTURE WITH 2 LAMPS IN CROSS SECTION P666661 :MOUNTED TOIB' - AFF PROVIDE. WITH white FN9t. NOTE PROVIDE EMERGENCY BATTERY, UNIT WHERE SHOWN; ON PLANS 326118 (2) LAMPS PER 4' SECTION GAMMALUX SOFTGLOW SERIES 0 AP1350 23218 EBL -A' C24- OP-NH-277V NOTE NO SUBSTITUTION F4 121 Sic 12"W 06066 EXTRUDED ALUMINUM'RXNRE WITH 2 LAMPS IN 06055 SECTION. PENDANT MOUNTED TO 8' -6 AFF PROVIDE 6111 white FINISH. NOTE PROVIDE EMERGENCY, NAPERY UNIT WHERE. SHOWN ON PLANS. 8 (2) LAMPS 3261 ; PER 4' SECTION MMALU S0 W RS GA X 23218 EBL- SE ' -C24- OP-NH-277V NOTE NO SUBSTITUTION F5 24'L x 12 "W LINEAR EXTRUDED ALUMINUM FIXTURE WITH 2 LAMPS CROSS SECTION P660661T MOUNTED TO 8' 6 AFF PROVIDE 6111 white FINISH I! I I I � NC.- PROVIDEIEMERGENCY BATTERY UNIT, WHERE SHOWN,ON IN I P LANS. 32WT8 (2) LAMPS PER'4' I S E OTION GAMMALUX S0FTALON SERIES GAPI3SGB -23218 EBL X' OP WH -2770 NOTE:. NO SUBS 024 - ! I; F6 P ENDANT OUT OW B , OWN R I GHT FXTUR WITH CO P EMPACT M PLEURESC EN SAINT SOU RCE D PR O VIDE 661 I A FM156 PENDANT!A 8' AFF_ 1, 1 1 .6 I � TRIPL D ROCK ELRAY. ET, I SER IES �', 7713- 1 -26 -UE 2770 (PROVIDE EM. BATT. WHERE SHOWN ON PLAN) F7 2' x 4' RECESSED FLUORESCENT FlXNRE, r DEEP ALUMINUM LOW IRIDESCENCE PARABOLIC REFLECTOR, 3" DEEP 3 32618 DAY -BRITE OPUS 332 -36SL- 277- 1 /3 -EB' FT UNDER CABINET FLUORESCENT UGHT FIXTURE W1TH. SOUD FRONT I00% ACRYLIC LENS WITH, UNEAR PRISMS 1-32WT8 DAY -BRITE I 850132 -S -277 F9 6 DIAMETER RECESSED FLUORESCENT OPEN DO REFLECTOR (SEMI SPECULAR, LOW IRIDESCENCE, CLEAR, ALZAK, SELF -TRIN) 1_2666 TRIPLE TUBE OMEGA OM626'PLT CSS 277 :(PROVIDE DIMMING BALLASTS IN RMS. 14229A, W2296; E244) F10 PENDANT MOUNTED GLASS REFLECTOR INDIGO S Wm OR TANGERINE (COLOR AS SELECTS BY' AND: EXTRUDED ALUMINUM CANOPY TWTH HAMMERTONEIFINISH COMPACT FLUORESCENT LIGHT SOURCE PENDANT TO 8' -6' AFF, UNLESS NOTED OTHERWISE: ,--06N TRIPLE TUBE DELRAY 2382HX -262E (PROVIDE EM! BATT. WHERE SHOWN ON PLAN) F11 4 FLUORESCENT 2-LAMP, STRIP UGHT FlXNRE 2326618 DAY- BRITE, .1240- 277- .1 /2ED FX DIE -CAST ALUMINUM LE EXIT I ISICN, UNIVERSAL MOUNTING, BLACK HOUSINO, STENCIL FACE, GREEN. LETTERS, DUAL VOLTAGE, NI CAD BATTERY., LED UTHONIA SIGNATURE SERIES F12 8" DIAMETER RECESSED FLUORESCENT OPEN iOWNUGHT, REFLECTOR: WHITE SPLAY LENS WITH FRE LENS 1 -26W TRIPLE TUBE OMEGA, 0M8 26PLT SPL FL 277 F13' 8 DIAMETER RECESSED FLUORESCENT LENSED WALL WASHER (SEMI- SPECULAR, LOW IRIDESCENCE, CLEAR, ALOAK, SELF -TRIM) 1 -26W TRIPLE TuBE OMEGA OM81H, 26PLT BAN CS 277 F14 PENDANT MOUNTED WITH OPAL GLASS REFLECTOR AND EXTRUDE ALUMINUN CANOPY WITH HAMMERTONE FINISH. COMPACT FLUORESCENT UGHT SOURCE PENDANT TO ,7'-6" AFF 1 -26W TRIPLE TUBE DELRAY 2347H0 -262E F 5'. WALL SCONCE FLUORESCENT, UGHT FIXTURE, MATH ,BRUSHED ALUMINUM ANISE/AND , INDIGO OR TANGERINE GLASS LENS COLOR AS SELECTS BY ARCHITECT) I !. 2-18 DELRAY. 3030 (I OR T) - 277V F 6' EL x l 127W UNEAR EXTRUDED ALUMINUM FIXTURE NE7H12 LAMPS UP AND 1 LAMP,DOWN INGROSS' SEC11ON PENDANT MOUNTED TO 7 AFF PROVIDE' WITH WHITE FINISH:'. UP AND DOWN'.' SNITCHE SEPARATELY I 32616 (3) LAMPS PER 1, SECTON NEORAY: EUROPA SERIES. 1 6DIP /318 8 BF 277V, NOTE:' NO SUBSBTUTION F 7' EMERGENCY BATTERY' WALL'MOUNTIUM, UNIT SUPPLIED W/UNIT, UTHONIA ELM C X N PZ - - X $M AA /40 YEC SYMBOL LEGEND RECEPTACLES • DUPLEX RECEPTACLE INSTALLED IN ELECTRIFIED OFFICE FURNITURE WALL PANEL. DEVICE FURNISHED WITY. WAIL PANEL BY OTHERS, INSTALLED BY E.C. Cr DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE, FLOOR MOUNTED DUPLEX RECEPTACLE DEDICATED FOR COMPUTER USE, PROVIDE SEPARATE #10 NEUTRAL WIRE • DUPLEX RECEPTACLE, MOUNTED ABOVE COUNTER AT +42" UNLESS NOTED OTHERWISE. ▪ SPECIAL PURPOSE RECEPTACLE, AS NOTED • POWER POLE ELECTRIFIED PARTITION WALL PANEL OUTLET CIRCUIT IDENTIFICATION, 'C' INDICATES COMPUTER POWER CIRCUIT INDICATES NORMAL POWER CIRCUIT TELE /COMPUTER SYSTEM WALL MOUNTED TELEPHONE OUTLET - PROVIDE BACKBOX AND STUB 3/4 "C. UP TO ACCESSIBLE CEILING SPACE. ✓ WALL MOUNTED DATA OUTLET - PROVIDE BACKBOX AND STUB 3/4 'C. UP TO ACCESSIBLE CEILING SPACE. COMBINATON DATA /TELEPHONE OUTLET - PROVIDE BACKBOX AND STUB 3/4 'C. UP TO ACCESSIBLE CEILING SPACE. TELEPONE /DATA JUNCTION BOX I I CIRCUITS CONDUIT HOMERL (HASH MARKS INDICATE NUMBER OF CONDUCTORS IF MORE THAN TWO. LONG HASH INDICATES NEUTRAL, HASH MARK W /FLAG INDICATES GROUND.) CONDUIT CONCEALED IN WALLS OR CEILING. CONDUIT UNDER FLOOR OR UNDERGROUND. O CONDUIT UP CONDUIT DOWN EQUIPMENT THERMAL MANUAL MOTOR STARTER DISCONNECT SWITCH, FUSED (60) INDICATES SWITCH AMPERAGE/ (40) INDICATES FUSE. AMPERAGE. COMBINATION MAGNETO MOTOR STARTER/ DISCONNECT SWITCH 208/1200 PANELBOARD 480/2770 PANELBOARD JUNCTION BOX MOTOR CONNECTION EQUIPMENT CONNECTION; (INCLUDES CONDUCTORS, TERMINATIONS, GROUNDING CONDUCTOR, ETC.) GENERAL NOTES 1. PROVIDE FIRE ALARM DEVICES OF THE SAME MANUFACTURER AS THE EXISTING BUILDING FIRE ALARM EQUIPMENT MANUFACTURER. 2. VERIFY THE REQUIREMENTS OF THE 120V ELECTRICAL CONNECTIONS TO THE SECURITY SYSTEM DEVICES AND THE DOOR ELECTRIC STRIKES. 3. CONTRACTOR TO VERIFY HEIGHTS OF OUTLETS WITH ARCHITECT PRIOR TO ROUGH 1N. I O • 0 F1 d $2 26 d $ $3 1 H SD $K $RYUT $LV LIGHTING FLUORESCENT LIGHTING FIXTURE, RECESSED 2a "2" INDICATES CIRCUITING. c' INDICATES SWITCHING. .END.ANT MOUNTED FLUORESCENT LIGHTING FIXTURE o� UNDERCABINET FLUORESCENT LIGHT FIXTURE D WALL MOUNTED FLUORESCENT LIGHTING FIXTURE UNSWITCHED FLUORESCENT LIGHTING FIXTURE, WITH EMERGENCY BATTERY BACKUP, (MINIMUM 1150 LUMEN OUTPUT). 1—o-1 FLUORESCENT STRIP LIGHTING FIXTURE INCANDESCENT, COMPACT FLUORESCENT, OR H.I.D. DOWNLIGHT, CEILING MOUNTED. UNSWITCHED COMPACT FLUORESCENT WITH EMERGENCY BATTERY PACK UNIT INCANDESCENT OR H.I.D. WALLWASHER, CEILING MOUNTED INCANDESCENT OR H.I.D. LIGHTING FIXTURE, WALL MOUNTED. EMERGENCY BATTERY UNIT (# OF HEADS AS SHOWN) EXIT UGHT, 1 INDICATES DIRECTION OF ARROW LIGHTING FIXTURE TYPE. SEE FIXTURE SCHEDULE. SINGLE POLE SWITCH - a" INDICATES SWITCHLEG DOUBLE POLE SWITCH THREE WAY SWITCH FOUR WAY SWITCH SWITCH WITH DIMMER KEYED OPERATED SWITCH LOW VOLTAGE MOMENTARY CONTACT SWITCH LOW VOLTAGE SWITCH OCCUPANCY SENSOR SWITCH INDICATES LIGHTING FIXTURE TYPE SECURITY CARD READER ELECTRIC STRIKE FIRE ALARM O FIRE ALARM MANUAL PULL SEATON O 1 FIRE ALARM HORN /STROBE. DEVICE )Y FIRE ALARM STROBE DEVICE • FIRE ALARM HEAT DETECTOR • FIRE ALARM ,SMOKE DETECTOR FIRE ALARM ,DUCT DETECTOR FIRE ALARM TA PER'� FIRE ALARM FLOW SWITCH FIRE ALARM DOOR HOLD OPEN DEVICE FIRE SMOKE DAMPER WITH 120V CONNECTION AND CONNECTION TO FIRE ALARM CONTROL PANEL A or AMP A/E AFF AHU AL AC COND or C CCT CLG CONN CU DISC FA FLA FLUOR GFCI GRAD or GRND GRS HP HTR HZ IC IMT ELECTRICAL ABBREVIATIONS AMPERE ARCHITECT AND ENGINEER 'ABOVE FINISHED FLOOR AIR HANDLING UNIT ALUMINUM ABOVE COUNTER CONDUIT CIRCUIT CEILING CONNECTION COPPER DISCONNECT JB or J -BOX JUNCTION BOX FIRE ALARM FULL LOAD AMPERES FLUORESCENT FUSE GROUND FAULT CIRCUIT INTERRUPTER GROUND GALVANIZED RIGID STEEL HORSEPOWER HEATER HERTZ INTERRUPTING CURRENT INTERMEDIATE METAL TUBING KV KILOVOLT KVA KILOVOLT AMPERES K,W KILOWATT KCMIL THOUSAND CIRCULAR MIL LTG MC MCC MTD NC NEC NEMA NO PH PNL PRV PVC SW TC TELE XFMR TYP UG V VA WP W/0 WTR LIGHTING MECHANICAL CONTRACTOR MOTOR CONTROL CENTER MOUNTED NORMALLY CLOSED NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION NORMALLY OPEN PHASE PANEL POWER ROOF VENTILATOR PLASTIC CONDUIT SWITCH TEMPERATURE CONTROL TELEPHONE TRANSFORMER TYPICAL UNDERGROUND VOLT VOLT AMPERES WATT WEATHERPROOF WITHOUT WATER WYE CONNECTED DELTA CONNECTED, PHASE I- w CA , 0i Group 11 Cooperative of Puget Sound FPN: 5084 CO C E ®I, NI (a T 6 I q � �� A > ai Q d) Q C p O O o co S ® al " ai N t Q w 0 . y. -. . c 0 5 H jr M . 0 . 1/26/01 I project no. 360002' date 10/2/00 revisions sheet title ELECT SYMBOLS . (Sc ABB REVIATIONS . sheet . lab LED sea MED II I®I� O 1 ®r iLZ H0111 iMPTI 0 ®s�� ®:cam r ■ � � Nog se, 6j l Lilt ELECT GT CIRCUIT CONNECT TO LOBBY 9 E � � -r • �q I1* lRi /1i I/�;el I /IR' li,�� rarp _fie Yfaltl�l drItl®1` 1611•1SYf ®I _:i! Ail 101\141171 ®� 1'Yl7L,ilR - -. R. ■ i'17d`7fi1�t W . ®f1�C]G!I ® +AI ® I ® 6 1YL \e roma I��IUY\.re' �}.�. ®EAQ �1� �'i'� ©® j��/i�Q'/ ®��� ®D I ®D ��1 ,, 1� �L"Qi�! �1 =IiM mI NIMIVIIMIL∎®� ®I�O NORTH SHELL ( 0100 E1000BB NKST E100H10 5' FLOOR L I OHTI'IN PLAN4 MEST El ! 0 DWG SCALE = 8 -0" KEY PLANT 1ST FLOOR WEST I I I 011/20/01 I sheet tiltIel 1S LIGHTING PLAN WEST sheet (3) FIXTURES PROVIDED BY ER INSTALLED AN1= PENDANT MOUNT TT AFf: O (TYPICAL PICAL TRI MS: ROOM) z C H- C 0 - a3 Health of Puget Sound FPN: 5084 project no. 360002 date 1 0/2/00 revisions SHELL CORRIDOR' (E 100C12) COUNTER (E10007,3) MIM11® obi.. 12711_74_ Ilicm20.11F i�l\.�11y :I MEW li 4M1311 t' to ss q, s- E. IS ' ,�la 1!I Mr l 1' I 4 1[.e Ali * Al IRO' '0II ,iiD r m i _ ii �'l!ir ©.51'"♦lI �` _Iw.Y%lh =11 l.dM IIIov1.I 1 I IIti -1A II 11;9 `'�u I:''', � • �� 2 ;S '' `• Sr ` !ICI Lo 11 Ill •w•m ® -° L1CA r�.7 ®1 MIMIE ® . �' ��0::1■ m�ilAa}�: i� ® gbdi I I' _I��'i ° t I Iii i iNII brim= , Irs a.7I [trio' ' I I ®I ® , III Iii e® I s miss a �, -1i -- 1 t�lu ®17 �; ®iY ®® r\ X71 ® ®1e of r -e in . I O I`JII IEL CT' 1E123 OFFICE Iir /IP- r1►1! ... ma _ II Ir a I T a, AR MUM INWAIIIIMMINIIW ii II i Pm rifily PAM "11 ■% klii6 j a il . � jl la� j 1.1AI ,ra �.� I.1 III -- �� ME ' I \11 I \ - -- ®inii��j -.� .1- =M `=l II /1111 p�� IIrII■I M � ' . ��1.1 LI� I�1.1 I�1 1 \I I.Ila ' la I�I4I � I�1�1 iI :I L�l .I .,IBI .. mom ■■ 11.rJ� 1I'' II M. 1 Fri 11l ELECT Et 00M3,) E136 ) Y CENTER OFFICE Li Comm L• DED BY BY TENANT. )BBY OOL1) RRIDOR 100C2) v NORTH 1ST FLOOR I LII 6Hfi l NCB FLAN EAST E11 SCALE 1 "- (3) FIXTURES PROVIDED BY OWNER, INSTALLED BY TENANT. bl KEY PLAN 1ST FLOOR E,AST'' I 0 0 Gro Cooperative of Puget Sound FPN: 5084 I DPRES 01/26/01 1 project no. 360002 date 10/2/00 revisions sheet I title ST F N 0 LIGHTING PLAN q q qq T EAST I , sheet / c— m 2 -37 P 'B-30 P2 - 32 Qf 4 =a P2A -16 Ly IC P2A- 5 IN IP2A -17 P2A -22 P2A -25,29 P2A -2 29 C P2 -24 P2 -28 1 P2 6dI '2-2 37 P2A -31 P2 -391 P2A -10 INSTA W4TER HEATER 1500W 1QOV (P2A-4) POINT ©F USE WATER. HEAT P2A A -37 P12 20 P2A -35,37 MAIN FIRE ALARM CABINET (FACP)(P2 -7) P2A -18 P2A -18 P2A -18f. WSW. MAINTENANCE 61PAS51 SWITCH P2A -18 GRINDER 120V (P2A -22) UC. REFRIG 45A=U1V(P2A =22) ESPRESSO (P2A-20) 208V -1PH (PROVIDE RECEPT TO MATCH PLUG) P2A -18 1 11 P2A -18 POINT OF USED WATER HEATER. 1 .1500W -120V (P2A- 24)'', P2A -18' UPS CUTOF'F'SWITCH 280V /3- PHASE -4W PLUS GROUND 15KvA IN CABINET FDR MICROWAVE REACH B:OA- (P P2A'.'. -16: UPS 71 NEMA 5-50R UPS -2,4,6 P4 -7 P4 -7 4A 2 P4A -26 auunmuuoi CCali belie,© 1 P4 - 7, . AP 15 ET' 5 U'S P4 -23 P4 13I P4 -13 a Z U FIRE ALARM ANNUNCIATOR Q 1ST FLOOR POWER FLAN WEST FP - DWG SCALE: 10 = revisions U T'rT T KEY PLAN 1ST FLOOR WEST FPN: 5084 heet *Group Cooperative ofPugetSound IE.. 01/26/01 I project no. 360002 date sheet ,title II 1 1 ST FLOOR POWER PLAN WEST P4A -31 P4A -111 P4-17 P4 -17 4A -1 P4A -10 P4A -9' 5,33;35 P4A -31.33 P4B -1,3,5 P4,17 INSTA W.H. 1500 W. (P4A-4) P4A -19 P4- 37,39,41. P4A -7 tm�all�a P4AL1 P4A -17 P4A -1 Pa -15 P4A -19 P4B- 7,9,11 : P4A -3 P4A -22 P4A -22 P4A -1 P4A -3 P4- 16,20,22,24';26 P4A -22 P4 -22 P4A -3 P4 -24 P4 -30 P4A -22 P4B- 13,15,17 22 EIZEIRE GINEIVA P4B -10 P48 -10 P4 -32 P4 -34 P4 -34 P4 -27.29 111 3 1 3 g12:2131:9& g gizmo ismaElatc...vign..zA 3El 3.`ol - m: 1 Ei7.2E'I i '.1I MUM, MEOW ' 1441012 o= 11 P4 141 ie mate ed s *ANN tellati man m� t91 ] i iZL"ZE itura W L • Ai A Iu rs2 r C�:�.ten� ttliil aZ,,: ©� ©izL .. �a ©2L _i © M. . 1 izr ©4e i _!, in_ 48-1 ©P48 .:- DP4B -3 0[jf•l�'1 P48 -7 Qom:,; �(P48 9 �P4B ®S IC 31� ©I �J � 1 FLOOR POWER F1' AN' ='EAST FP -1.DWG 1 SCALE: P4B -4,6 NORTH WP +54 12 4B -8 48 -8 AA Group Health " Cooperative ee of F>rget Sound FPN: 5084 WI. 01/26/01 project no 360002 date 10/2/00 revisions sheet title l ' 1sT'FLOOR POWER PLAN EA T '`sheet. 1 KW,1 /10 HP DUCT SMOKE DETECTOR 2KW,1 277,E /4HP PH BY G E ELEC) P3 -23 35W fi '2HP 277V-1 PH i 277V -iPH 3KW 1/3 HP 277V -iPH RI 3Y CORE ELEC) TRANS, P 822 PANEL P1 P1 -18 P1 -i6 1KW 1/8 HP 277V -1,1 4-KW, 1 /3HP 277V -1PH (WIRING BY CORE ELEC) 1 KW,1/10 HP 277V -iPH 3KW, 1 /2HP 277V -1PH -3KW, 1 /2HP ' 3KW, 2 (WIRING BY CORE ELEC) (WIRING BY CORE ELEC) P1 -12 0' 1 1 3KW,1 /4HP 277V -1PH 1K 3KW, 1 /4HP 277V -1PH (`BRING BY CORE ELEC) NOTE: DISCONNECT SWITCH AND FUSES ON FP UNITS PROVIDED ON MECHANICAL UNIT BY EQUIPMENT SUPPLIER. (TYPICAL) TIEANSFER FAN 82W. -120V 1 2KW 1 /4HP 277V -iPH H- C 1 -21 1KW, 1 / 3HP 277V -iPH CD N 0 W FPN: 5084 *Group oo Cperative of Puget Sound ti. D , 1 , 3 ' E 0!�' 10 N C , 0) AAa` �.1 ,t15 2 CV a a o 0 W cci co C `Y = a ' c a ` c O T L QIi C 7 , C� 5 N H CO amms 01'/26/01 project no. 360002 date 10/2/00 revisions NORTH VA ISTI�FI!'OCR MECF4INI AL POWER PLAN WEST FP -1.DWG I, SCALE: 1"= 8' 0" KEY PLAN 1ST FLOOR WEST sheet t itle , ST F MECHANICAL POWER PLAN WES1 sheet 277V -iPH 1KW, 1/, 77V -1P P3 -33. 2KW,1 /4HP 277V -iPH 2KW,1/ 277V -1 (WIRING KW 1 277V- No7E: DISCONNECT SNITCH AND FUSES ON FP UNITS PROVIDED ON MECHANICAL UNIT BY EQUIPMENT SUPPUER. (TYPICAL) 1KW,I/ 277V- P3 -37 1KW, 1 277V, ANEL P3 -27 BY CORE ELEC.) E ELEC.) 3KW, 1 277V -1 3KW, 1 /3HP 277V -1PH (WIRING BY CORE ELEC.) 6KW, 1/2 HP 277V -1PH (WIRING BY CORE ELEC.) 0 # P3 -14 4KW, 1/ PH 277V 1PH (WIRING BY CORE E EC.) NORTH 1KW, 1/10 PH 277V -1PH KW, 1/2 HP 277V -1PH (WIRING BY ORE ELEC.) 15fi FLOOR MEO '#A'NIOAL POWER PLAN EAST ®s FP 1:DWG SCALE: 1 "= 8' -0" KEY PLAN 1ST FLOOR EAST V � 1_ FPN: 5084 project no. 360002 date 10/2/00 revisions N o a 3 Group io • Health Cooperative t1 of PugetSourid 01/26/01 'I sheet ',title;'; 1ST FLOOR MECHANICAL PWR PLAN EAST sheet f7e7 7 ®t\I la ® ®L s ®7l III I I IC F, �BII ®1 1 °.I III. i■ smu ®emr•: ;•> ®Imilei— ®ilia•. in I '• 711 a•` ®'r�l® w VEST W200VI ca. cs -, ao =N MI =MIME 676141 Z _1. it ■i li t l.IMI il 119 l® ®, ®; I ■ .1,.. ►JI , 9 -.1 c` ■h� ge I ' o ff. a ! ®® 1 ® o,I I o® I �� . \ ,. ■ 1161-21 Il ®� - Iml 1.1® 711 LIU Im 1� Iml Iml 1m1 I"'MK" \� Al i \•� i - '�Ifa _u1111I # r�� �i I�.t� I�®®w �� ml \1ml I.t to. \1 ►1 Ilq �I� .1....--,.....,,.........____ Y ■ . , off LFS 1� Emu 1111111111111111 I, 1� 1® :I mom nom I�nomn 6�m� iurol n�l.' ir - Mom oia. Iiam Iroi I IV Immo . 11 ®� ®7II � ®��71 'III mitior 71 main ,p�1 s IMIRIIIMIIIMIAIMM –.re P4 f .. l . 1 f�1�1 4uar� I1a7Nl I IlBrml 1I7a1 Im�l I�IVI 1111 � � ua� ® 11111 11 pi npl . g ►o'er _s ►.t el ma cg fa ile II FLOOR LI'G #TINO F LAN=WESLI, OFFIC (SEE E2.1_ (SEE E2.1: (SEE E2.1_,. (SEE E2.1 sheet (title 2ND POOR LIGHTING PLAN WEST sheet 5 (SEE E2.1)°.( project no. 360002 date 10/2/00 revisions A r C GIO Health Cooperative of Pu S FPN: 5084 . L > U) ' cd Q cn y _r C o) U ' C C C II ' I a I r a0< W 0 3:0 a Nom N > m 5 r W �[xnwcs 01 /26/01 I 1- " LOOi� CHTIN6IPILAN'1EAST SCALE 1 = 8' -0 KEY PLAN, 2ND FLOOR EAST sheet titl 2ND FLOOR LIGHTING PLAN EAST sheet ( E200S ) E259 ) AVMs ®I IF ®I 11111 W IZ SCANNING E2.0) (SEE E2.0) STOR E204 (SEE. E2 0) C s3D 11E1131 P7 P8 PSA ELECT E215, STAIR ® cE200S2 'E 00H9 C E231'�' RRIDOR NEM mI ®rah era ® y11 41 MEM "*SM 11 �a k \I Immo �f ® mill o mg 17►16 nom � xtm ®�I Ilml mla rar.c 1�rm1� �a�l 1111 Eo 11 MIMI rat I 1 ® ®®® imrsmspenimi A 11 MI icerA�Ma M U 11 Misr A� I ®6 i. 1111 tat IPiml m1Yl II® Irrl 1m ar III�II� ��1 Q I o 1. Q1 NNW G I • 1111 � I.„ JIIi�(�„ M O21 IP't. )• •■•••∎I la LLQ •7 LI I' • U 7mmm®7 ow RE II IFiR arm , sal tom II /mI ` ° (SEE IE I \� I �� I fm�7a I air ld!! ®M11 1BIml % Ea17►11 -JIImI f oe ♦ : ® . , "I H11 •' e II�II l'I�m1lM1 ®� �Ti m7a ,e vmmJ����r7sa ia:f Imtvr !0 m■wl Imo_ I�.n 424 it) I(r�► ID • (S °(U Iir NG g ® I , 1 , a 1.1 acs= PP 0 I V MUM I fm1. II R 1. 1115. M� ;�.mIr 9JIE� 11= FS Wl! g;' ; 1� 112L e � 7lAI IN.L �• JIIO 1W I N• 1 4 1 i�� m�lmm.[ : \7.: IMO MaZO (MR. I' F% •, • ,� 1 ®11 1 IIII I I •�I I ®.® I�I�Q - ®�i • OFFICE • 'RIDOR ooc1 °L C tD *Group Health Cooperative of Puget Sound FPN: 5084 VJ C C D E o 1 N I I ` Rf'41> 09I 1 43 C (Xi Q wa c 00E— 0 I O ct. C c C C oci 0) 2 Q~ a 7 c OI ®.co > N DP ius 0 1/26/01 project no. 360002 d ate 10/2/00 revisions III 1I W EIR FLAN 1N��TI SCALE: 1" 8' C' b KEY PLANT, 2ND FLOOR WEST' Sheet titl' '11 11 2ND FLOOR POWER PLAN W.FOT ! eon . 01/26/01 sheet • i9 �(•�al� .����I - �A ��l � ���w•I ����1 :�r�(•w•r - �s�w•1 i -- ����rt_' ��(•a� � p��1- .I:e�is�n_r Q�I��nrarar� Q�'e�l�nlm�,� ,. pr`1nl�Qr�:� ! pl��nlr.ral.�r.� I pTlsm�ru�r� QT +�m�r�.r� I�, p��r- (�ra�� QT.%1�'y■�rr_r� C['ar ©7t j ROM ©14131ki V°I,'(jID ©u.3ap3 Girt ID NZ %3ru'_ G i ME ©RSM L°TVIE ©Jt. ! T E ©rZ2. I �;0,M Q7fa+3 LIZWEE GI7S4Z', ii lii1 ii 11111 I�III! I ii " III! -1 1 l'IL 1!1 111I li' 111 _ Pill �!Nlf liii il , i!IIiI , e11� i I I p iing 190.02 IR& p T� C�1��� Dazi © p pl;ti. ing.1 Ctt. pZ.^3./1 C•-Ar oi0s -C . 3 G72°.C� r QZv iL• oi/&2 •.UPI' — v ._ m4 J-. QIIx1 13� minim Cllr[i _r-.a �. � g.1.3_, li Clh.'.;:r ' �7 Herr L 6 � 7 �1�1r. L0 9a: = � � IE�Jil3 I r - Tc�4T mm7.2 rr27:_m IM Im� u � I� � � >.r r _e_.. �:•��:�- ._- - ��II � J .: G- .� ®. c2 M 1 Ii ' !'' Maio irwraerigg h= !E® EIEM-7:11 01111031 ffig II1� © 1•a ®1®611 P6C - 24,26,28 P6C 34RAINiN IS !:S®_ . 11 Emu Emu% P rspeem , .111 ®11 ®I�il MIME it ®1✓ ® ®iIiI D Ci zail DJ as kiaM Egan [aim ®J b gw ia� D J Lwo ] ®rdws7' [g:r Q t3A p ==ail I I s1 ©i ;' i : f t Je ©i ri r.W.v� wow I..WT"�II ©G�,- �I n o-Z;.� ©i :' - 'e rl ,ID © *41 I I' T-R 5J I L 1111111 idil JU iiiiL 1ii!Jii • Ii 111111 ii P11� liii n m eiIC , 1121 C�Ci � 1. i . i I , NWC � IHR CC�LL�.IO T—,,/��] # F # F� I �1 ff 1.C.�� �t�1t 3 0 01 � 2�3' 1 r �p ' �c3�' pG��13 h INF _ pL��+7 Ce �f 1 LV7 C.V 1 p6 -31 - _7 �yfl� ..�_I = iliott 17YIIWI..I: a ■aiuuf�� , �: �II� " _® = am mo.��' . • AMM .7 Tail CORRIDOR 1 P ' P6C- I1W+ P6C 19 A)I I� CI ©I 61110ll� 1.11∎4 il ® o N I ®�L. II�®I „, IsI�I. I�r I I ®toll W �� ' ®. IF ri IIIII !e© © °oleo ®z� ®il� Iva ®ml �1s 11A4 1 I me H I II doom a 11i '-- ^'_•Tam•• Noma 1 mE gam ea -. fic ram P6A- 31,33,35 P6A -2,4,6 I P6A -25 ii III .II I� HIM •III I I P6A 5. P6A LL P6B -18 1'6 8,10,12,14,16 _ CEILING SPACE FOR BOAR POI 16 •6A- 10.22,24 P68 -24 _ 'Q`�IN CEILING S PACEI —MI j Camel L�l['�3� j I`eu•'iE En Vail j !N ft :I � C� 3`3D a��u1� w. ER BOA MICROWAVE CABINS HEIGHT ` } 6( I I I I ''!: Q I LUNa168 ` lIl7 r ffi . -- i a M2 I d �IIli1 III i1 I ;a_ii�11 , ii. ill 1 L•T HIiII n Ts�ilil . al I p,, m�rlsll�l G rr rsE � • ••�� ' I ! J INSTA W.H: 1500W 12O 'J PONT OF lk I � 1508•MR120y P6G A ( W21 ) . I -11 1 060 -33 P6C -35 i ,' IP .:11P I (E263 1 i i t I®I if ��III��. P.� �_�..® X�� 15 ® '.4, 10<ii7YlC7 I I ® '� R7iu7 �I IrIT NII� Ilia is lei ®mi ®� =BM MI I - • / P6C r• 9,71 mum h ' d C 08 -9 pI 1 110 In�11 NI P8 ®s er © affll 011111 4;eiii ti P6C -19 08.03 P8 -23 W z U H- G roup o Hea J 1 Cooperative 0 of Rget Sound FPN: 5084 (� III o M N A W a c o O E _ 0 0 W U o L . CL I Cn Q o < t 0 p � � { > 7 CV I project no. 360002 date 10/2/00 revisions A a g ELECT E20051 ( E203 ) A/V STOR ( E202 J SCANNING ( E205 ) POWER AND DA BOXES BELOW F DRILL AFTER FU IN PLACE AND E STOR ( ) E204 CORRIDOR P8A -35 JUNCTION 00R. CORE NITURE IS TEND TO MOUNTED URNITURE. P8B -15 P8B - 25 a�ili - IIiIO 1�7 \II II�I®I C P8 - 26 e/ 'IS CIP5 -2S N IP8 - 30I 11,11 I NJPB -301 IZEINTMICI aml' '4 4,e � ®i N IRS =30I 1 ®I ®1 Ip1 }Iw ' m P8A- 22.24.26 P8A -20 P88 -9 11 P8B -9 VIII a _a .!4 11 P8B - 9,11,13 P8 -340Q 1 l_alj Ey I P8B -15 TRAINING'. E44 P8A P8B -1 UNIM NIKO WARM ( E237 ) P8A -6I crazu • WAWA OFFICE P8A-(R E236361A -6 ®11I1L 10 � \ P8A -5 IT I ROOM E219 P8: 35 P8 COPI MIME II11 ©i Ind EWE :®®II�® © 1111 Kamp P8A 1315'17 AITING ( E227 P8B- FFICE P8A PSA OFFICE E228 ) -142 P8: -12 OFFICE E226 P8B -1 o i II m GIMIMR L iminma ea 8 a I1 L 1111 imagi P8B -3 P8B -7 "FP 2.DWG:1 P8B -12 P88,2' 11B -12 OFFICE 21\tD FitobR FO PL/AN-EAST SCALE; 8 -0' KEY PLAN' 2ND FLOOR EAST 2 Sheet title ND FLOOR .... .... . POWER PLAN EAST sheet ODOR :0007 P8A- 2830,32 P8B -1.3 P88 -20, 2,24 P8B- 26,28,30 P8B -30 , " 1 o P88-41111 © P86 -3 Q\ ! IN P 8B -1 e/ 0\ Q P8B -1 © P8B - 31111 gl VINO ram Elam o IIIIe - I IP8B -7 �\ 1�i ®o ! r la F � GrE� ��I�IailE ' d 1 IWM? 10 I 12 c Group ,r Health lr Cooperab e of Puget Sound FPN. 5084 g E p CU ctl N > I A c ai W O U E— 0 O cal = • 0- i ca QQ td O 0 0 ) 1 1 5' '5 •— tz co I'i6vIN¢ 01/2;6/01 1 project no. 360002 date 10/2/00. revisions 2 O WEATHER PROOF JUNCTION BOX LOCATED ON ROOF WITH. 1" C STUBBED INTO CEILING SPACE BELOW FOR SECURITY CAMERA (VERIFY EXACT LOCATION) 5KW F 277V -1PH PANEL P5 P7 -24 LJ P7 -6 P7 -26,2E 8KW, (2) 1/2HP 480V -3PH.. 5 TO COPY $M � TRANSFER FAN 822W. -120V P5 -25 3KW, 1/3HP� 277V -iPH (WIRING BY CORE ELEC.) 2KW, 1 / 4HP 277V -iPH TRANSFER FAN 82�R'.-120V P5 -27 P6B -16 4KW,1 /2HP 4KW,1 /2HP 277V -1PH I 277V -1PH (WIRING BY CPRE ELEC.)(WRING BY CORE', ELEC.) NOTE: (DICONNECT SWITCH AND FUSESON FP UNITS l 11PROVIDED ON MECHANICAL UNIT Os( EQUI MENT SUPPLIER '(TYPICAL) I 2KW,1 /4HP 277V -1PH P5- 14;16,18 2KW,1 /4HP 277V -iPH (PARING BY 7KW,(2)1 /2HP 480V -3PH. f 30 j I 277V�ir1H CO I i (WIRItJG R ELEC.) P7- 32,34,36 - EXH 3/ • 1111111111116 ®; ®) is • ®I ■I NW Ill al J su � 30WP MD FJ/IDF A/C UNIT (ON ;ROOF) 16.3! MAC -480V -3PH EM. FAN (ON ROOF) 3 /4HP- 120V1PH 27V -1PH 2KWA TTT T 2N '� I FL M'�CHANI�IOAL POWER PLAN =WEST ® FP 2 DWG 11 SCALE: 1 "= 8' 0 KEY PLAN 20 FLOOR WEST °i �a L G e I ao C OOperative 0 of Puget Sound FPN: 5084 93 ® - �. E OI'T a cfY QO o O E o — c O cV • y) a O YJ • c : � : . . C 0 dJ ° M > !T it CO I 01/26/01. project no. 360002 date 10/2/00 revisions sh 'titles 2ND FLOOR MECHANICAL PWR PLAN WEST sheet' LiJ z 12 ITHER PROOF JUNCTION BOX ATED ON ROOF WITH 1" C IBBED INTO CEILING SPACE OW FOR SECURITY CAMERA WY EXACT LOCATION) 3PH N {ON ROOF) Group Health Cooperative of Puget Sound FPN: 5084 ,� as ID' CS �u co C Cd ca_ (DI c O O _E O O o, 0: aD 0 c C •�'I C Al vul c 7 ) , a O' <t .` UJI 0 o .'' }I C O A ' — � > � •'ry, r '.. project no, 360002 date 10/2/00. revisions NORTH T TT T1 fn I N I FLOOR MECHANICAL POWER PLAN E,NST bl I FP-2 DWG SCALE: 1" 8' -0" KEY PLAN 2ND FLOOR EAST I I sheet title 2ND FLOOR MECHANICAL PWR. PLAN, EAST sheet — Lil Z _I U Y Y N 2KW, 1�10HP 277V- PH / (WIRING BY CORE ELEC.) // L - ■ SKW,1 HP J wP 5KW,1 /3HP 277V -1PH (WIRING BY CORE EL C.) 30 1■ #11 .. II 277V -iPH 3KW,1 /3HP (WIRING BY CORE ELEC) P7 -8 3p 2 #1 0 7 #10 30 — ;7/3 MI •• ■30 -78 P7- 10I I' ®. I11 r 2KW,1 2K W.7 /4HP I I 0 /10HP� 277V, -iPH I FP •` � I I ,277V- PH I(1,.. 1 ®'MUM I 0E18 E3 2 77V -7PH 277V -1PH, -i ■a1m - 1 ®® ® ®I 'a ® . O - lit SI - 2 7 II O - 2KW1 1 I I I II 3011 II mu 277V -1PH ,1/10HP V -1PH l � OIL OM _ i IiW. !F1i: .@1 fi Y7 9YI �i FP 2KW,1 IOHP 2 iPH. ® ni I _ _ =EN nom ®' mmI mm ■■■■1 ® I ® oI #10 - I II III (ON ROOF) EXH. F ' 1 2HP / N (ON ROOF) ' 120V JII I • 1 �■ ' . 39 r 30 ® P88-37 - 2KW, t /4HP ■ P7 -3 #10 TRANS mm - m0 FAN mm , ♦ 1PH i50W'.:120 V PS 32 WI - ®� 'J "Ern MI 0 I ■ #ip i P7 -31 P7 -29 I® 30vo FP I p 30 W,1 /10HP- * SEE E2.4 FOR CONTINUATION '.. TO LUNCH ROOM E %H. FAN _ ■ ® P86 -39' (ON ROOF) ''''��' a p FAN 720V. P727 ' I - 822 ® #10 7V iPH I EXHAUST - 11iP -480V- 30 .JW.1/1 � iPH #10 O .NOTE_ DISCONNECT SEAT H p ' 4KW.11 /2J P7-23 IN • P7-25 #10 - ECHANIC 11111 UNIT'. BY EOUIPM:+ UPPUER. (TYPIC T ) ® 2KW, 277 ' P TRANSFER F 4KW,1 /3HP i5-120VI 277V -1PH (WIRING BY CORE ELEC ', FP 4KW, 277V (WIRING ELEC -) III P7 t #10 Ili 30 __ '..I I I BY CORE 2K W1 277 ELEC.) II ' -_ P7-20 I 1 0 i /HP. -iP BY CORE 10 30 4KW1 / 2HP , 277V -1PH (WIRING 4HP v 1PH LiJ z 12 ITHER PROOF JUNCTION BOX ATED ON ROOF WITH 1" C IBBED INTO CEILING SPACE OW FOR SECURITY CAMERA WY EXACT LOCATION) 3PH N {ON ROOF) Group Health Cooperative of Puget Sound FPN: 5084 ,� as ID' CS �u co C Cd ca_ (DI c O O _E O O o, 0: aD 0 c C •�'I C Al vul c 7 ) , a O' <t .` UJI 0 o .'' }I C O A ' — � > � •'ry, r '.. project no, 360002 date 10/2/00. revisions NORTH T TT T1 fn I N I FLOOR MECHANICAL POWER PLAN E,NST bl I FP-2 DWG SCALE: 1" 8' -0" KEY PLAN 2ND FLOOR EAST I I sheet title 2ND FLOOR MECHANICAL PWR. PLAN, EAST sheet PIGTAIL CONNECTED TO BUILDING POWER SYSTEM AT POWER POLE OR WALL JUNCTION BOX P1- 9,10.11,13 P5- 7,9,11,13,15 BASE POWER ENTRY PROVIDED BY FURNITURE SUPPLIER. ALL ELECTRICAL CONNECTIONS BY ELECTRICAL CONTRACTOR. FURNITURE CONTAINS AN EIGHT WIRE SYSTEM, AS ILLUSTRATED BELOW. THREE PHASES WITH SHARED NEUTRAL AND GROUND SHALL FEED COMPUTER POWER RECEPTACLES, DEDICATED CIRCUIT SHALL FEED NORMAL POWER RECEPTACLES. PHASE A PHASE B PHASE C #10 NEUTRAL GROUND DEDICATED CIRCUIT NEUTRAL GROUND P7 -15 SWITCH POWER. JUNCTION BOX FOR ELECTRIFIED PANEL NORMAL AND COMPUTER RECEPTACLES TYPICAL I 1 MOUNTED JUNCTION BOX LAYOUT FOR'WO STAT I ON 1 4-PLEX RECEPTACLE, 1/2 TO BE COMPUTER RECEPTACLE AND 1/2 TO BE NORMAL POWER RECEPTACLE. TYPICAL WALL MOUNTED SCALE:. 1/4"=1'-.0" TYPICAL `- ELECTRIF ED ( FURNITURE RECEPTACLE LAYOUT' II I SCALR C IP. ppN WI (EXPIRES I /'28 /W/ sheet LIGHTING CONTROL WIRING DIAGRAM SCALE: NONE TO COMPUTER POWER '- RECEPTACLE IN FURNITURE BASE POWER ENTRY DETAIL SCALE. NONE P3- 13,15,17 P7- 7,11,13,15 LITHONIA SWITCHKEEPER RCSK32 LIGHTING UNIT CONTAINS CLOCK' FUNCTIONS I FOR 1 CONTROLLER WITH 32 INTERGRAL RELAYS 1 AUTOMATIC. SHUTOFF AND AN 1 INTERNALLY' I MOUNTED TELEPHONE INTERFACE MODULE ' TO PRN/IDE OVERRIDES. VIA TELEPHONE 1 PROGRAM CONTROLLER AS DIRECTED BY MAINTENANCE PERSONNEL. T SWITCHED CIRCUITS TO LIGHT FIXTURES T TO SWITCHES 1ST FLOOR CORRIDOR T TO SWITCHES 1ST FLOOR CORRIDOR. T TO SWITCHES 2ND FLOOR. CORRIDOR I TO SWITCHES AND FLOOR CORRIDOR TO NORMAL POWER RECEPTACLES IN FURNITURE. MODULAR PLUG CONNECTS DIRECTLY TO i ELECTRIFIED FURNITURE BUSSING S -tl2d N E 1,110 I E -AS9I 131 Z -AS9 I N DATA/TELE JUNCTION BOX FOR ELECTRICFIED PANEL COMPUTER AND TELEPHONE OUTLETS TYPICAL ELECTRIFIED FURNITURE ELECTRICAL DETAILS SCALE. 1/4"=1 118 18" NOTE: SEE ELECTRIFIED FURNITURE LAYOUT PLANS FOR EXACT LOCATIONS OF PARTITIONS, WHICH WILL BE DIMENSIONED FROM COLUMN LINES NORMAL POWER RECEPTACLE REPRESENTED BY 1l N ON TYPICAL PLAN BELOW COMPUTER POWER RECEPTACLE REPRESENTED BY IBC ON TYPICAL PLAN BELOW DATA/ COM OUTLET REPRESENTED BY 4 ON TYPICAL PLAN BELOW NOTES: O1 ALL PANEL SECTIONS SHALL BE BUSSED TOGETHER AT TIME OF INSTALLATION. SUPPLIER OF ELECTRIFIED FURNITURE SHALL PROVIDE HARDWARE, ELECTRICAL CONTRACTOR TO DO ALL WIRING AND BUSSING BETWEEN FURNITURE PANELS, AND BETWEEN FURNITURE PANELS AND ELECTRICAL DEVICES MOUNTED WITHIN PANELS. Cip BASE POWER. ENTRIES ARE PROVIDED WITH ELECTRIFIED FURNITURE, CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS BETWEEN. ELECTRIFIED FURNITURE AND BUILDING POWER SYSTEM. SEE DETAIL THIS SHEET. O CONNECTION OF THE BASE POWER ENTRY TO BUILDING SERVICE AT POWER POLES. ALL CONDUCTORS IN BASE POWER ENTRY CORDS MAY NOT BE REQUIRED. CONTRACTORS SHALL WIRE NUT, TAPE AND MARK SPARE ON ALL UNUSED CONDUCTORS. BUSSING IN ELECTRIFIED NITURE ALLS S HALL BE C ONNECTED AS REQUIRED TO ACCOMMODAFURTE CIRCUWITS A INDICATE ON PLANS. OS CONTRACTOR SHALL COORDINATE ENTIRE ELECTRIFIED WALL INSTALLATION WITH SYSTEM SUPPLIER. CONTACT RICK DONALDSON AT CHOICES NW (253) 395 -5691. PROVIDE PERSONNEL AT SITE AT TIME OF ELECTRIFIED FURNITURE INSTALLATION AND PROVIDE ALL WIRING AND INTERCONNECTIONS OF ELECTRIFIED FURNITURE. © BASE COMMUNICATION ENTRIES ARE PROVIDED WITH ELECTRIFIED FURNITURE. O POWER POLE PENETRATIONS AT CEILING AND DESK SHALL HAVE WHITE TRIM FLANGE. COORDINATE DESK PENETRATIONS WITH FURNITURE SUPPLIER. RECEPTACLES SUPPLI FURNITURE SUPPLIER. CONNECT TV WIRING WITHIN FURNTURE.ERN T AS INDICATED ON FLOOR PLANS. - WHERE TABLE IS SHOWN ON PLANS I PROVIDE WIRING 1'- 1 FOR. WALL MOUNTED RECEPTACLES FOR WORK STATIONS NORMAL POWER AND COMPUTER POWER CIRCURS AS SHOWN I 1 IN THIS DETAIL. I, CIRCUIT TO CORRESPONDING PANEL AND CIRCUIT PER TABLE BUILDING WALL (RECEPTACLE' FOR WORK STATION LAYOUT WHERE TABLE IS SHOWN ON PLANS, 'PROVIDE WIRING FOR OWNER FURNISHED INTEGRAL FURNITURE MOUNTED RECEPTACLES AND COMPUTER' DEVICES 'ASI SHOWN IN ITHIS DETAIL. 'CIRCUIT' TO I CORRESPONDING PANEL VIA WALL' MOUNTED JUNCTION' BOX'', OR POWER , POLE AND CIRCUIT PER TABLE.' I 1 w FPN: 5084 project no. 360002 date 10/2/00 revisions ^ Gro Health i o operatve of PugetSound wt�� O cd' W W > o 4) c W o 0 E 0 O O c C c _ cd N Q. 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':. 73CNT1C&ALC __ 1 1 &23EEDPNHSF2(P2F) ._ 4 [ ill 1 1 FPIA2123 FP15 UNg1a76 g4 -_ —_- C7H•ETFEAMR i if ETIEZIE2321=1:121- -H R LOT DATE XxxxXxxx DRAWING NAILIE . 1■1111111 , i - ol 1 _fl'Itili' 'ftioqlbteReatibulut4 42.-4..- g ill - - Ili/ 1111MILH1 /II q , ' Egs ' I Kftl'' - — J 31 * g I 1 1 1 1 1 1 - t R 1 , z_-- go 5- O o 5 00 99 5 05 log 595 - a 55 69g xttxx BID SET 10/2/00 5 7e) 4,77,t,70417,1,1 COIXIX3 8888888818888888888 - --- 1-- -- 8E3 8 221§g§ 0 EMS 88 CO 0 CO SI• ca CO 1. * * * * *** * * * to- 4 Si p 14690st atitoSikitga*t...., !ei1,31ele318,*elleitils18181888 u 8181H CO,p CO'D,o,rolD 0 1C1!tai3.0 03 2> n■Co, 11,4R3IFS 81 P3iP31 18181818 e ********************* awnbiuu- * * * * * * * * * * * * * * * *** 1 to -4 FIR '314153 81213,8,88 815', 01 M18 .4. R ****************** *** *************** - 2 Group Health Cooperative Riverton Operations Center West Building A - Tenant Improvement 12401 East Marginal Way South Tukwila, Washington 98124 ;OQOOOP pqA a 88 4 8 Et al 0 51. I 1 1 a i Ai A 003.0‘03.0031.005S.003..01:02.001T. g g 1 a, wIolIvroIcolM,4,03 r 1 I" 11318181,04318*ibliwin1s1sisItirdIti.i.H.i.' W,M.MOUIN d F R ************ * * * ** ** * * ** * -CORN[RSIONE I4I ARCIIIIICTURAL GROUP 1904 1111236RE, 11111F500 ** * Electrical Consultants, Inc. 19015 36th Ave. W., Suite H Lynnwood, 90035 Ph(425)775-1799 rax(425)774-9870 206.682.5000 51111.4,01116101 98101 FLY 206.621.7717 BDIV3219 10.0 C anbrums an. L. 0- 0 , 11,11! 1 Iffig , i , . 1 i , ! 1 , I 1 Ri •Fl i Igiggg 1 11111 , 1'3 1 rtg ill Islalia at a aka a as a sit s a s....1..,I 1... Fi PNa 123233V, 4. 2,04E p s. cn ocni lng11111111111111 • I i l i • zoozoz,oloreo , 1 H r I ,_ 1 ; 1 1 FEcEeisuersi. RRE SINCKE CAME% SPME FEOEFTC IIL L. . ! FP2.429,31 9.13 PI F14.15,40 wrip, ,FP2A33.34 [2 11,[t.U WILLI 230 1.7: LO,V. 40411., 10,00 10600 102% 18010 A.688. - - • - . i 16541 Am's ikel.efalt City ; RYA T. DarrEfind Lost 38.110/A AA M8 MPS f.i. ; ,,,OIssc.oicicz sa, l'i , S.D ' 8118188881t3tIBIBIBitititiD1888888 It18180.: ili PANEL SCliEDULE 2CCAM.CB. , 1 3[ 5 I • i 1 : ,lsom>omanms. 1 ! , 0 32,131,80 , E.390, \ A 1,311,3NINNUIUP3tHS0888WU■238 .8 P, ailed TM Loectp 0 12,401 M A T. Car r r L'd NA) — --, , mc Il alsais gll 1111111111 I i 1 i 1 FECEPTN FE3EFFN FECEFTN RECEPTN ; RECEPTN RECEPTN RECEPTC FECEPTC FECEPTN RECEPTC IECEPTC RECEPTN TR 246 FEE SNCKE CAREERS: SPARE -- , !SPAM ;SPRY. Lo.an : SLFEE PROECOCN CBACE itl slataaltaislasstss.... R r! : 138. 216795 229748, ' it"MI 1 cHalgil,0 000/10 ii9100 00310 I 1 ' a 1 I . 1 - f 1; T. 08rected Ln. FRC 11 Total 08918.0 L68.8 328 91 1 rtg ill u 111 PNa 123233V, 4. 2,04E p s. cn ocni !I ' iigIglil§I'fglii§1§1iiggfig§f11§11 k11111111111;M11111 ; .! zozo I I 1,z10.HHL.101. 8,11,18,88!8,B PAN3_P7 I ppii5Lsa-Eou_E acarcw __ 277/49N Th4At _ 44:04as MLQ _ SLFFACEMCUVIED 20.0 - 17129113FCMER ! FP2.429,31 9.13 PI F14.15,40 wrip, ,FP2A33.34 ilIMU I 1 !,[:!Hli mlso.!0!02.10,w,..,010,..,,0 irrriiIrr,r,,,,,rirl 1 luans.srsTAR PAPE ; Ccsaiption/ L.681 , W.; = 10 . • 46422 0 MAO 10600 TOM 71 F Carected 911. - 681 D3rend 'Dern. ; 16035,Artre A.. Fait ELty Loads uethp Lced3 Fa. Tred ' 21668501 'TolaMen.L. • .7 232_9 'AMPS • 25E31 1 1 11 1 1 HI ill-1 LL1-1-1 L HilglibOlala4tXXIVitlirkagO. Illiii:i;ii It18180.: 111g1111111141111111111 1 r 11 I kiTT 11 wiloh1111,1,,,11011 IiihWH1-1,l'i-iH1 ,,,,111 0E0 3.415 1.971 1 3[ 5 otoolximxxxxxrrri-1-1-1- 0 32,131,80 , E.390, \ A .0+00 I- I . 01. 11 , , ,01_81 ailed TM Loectp 0 12,401 M A T. Car r il 232 A 285 A 8 alsais aaaasautsuatitians l!' -.''' i'a '12 tR aR 1 . 11 ---------- osk.s›ols,Injoicon0103D0017.003'. : ?R 001.0I010011007i00, 1 11111 1 111111; - 11 vlo011gallori H 0 0 0i 1 1 1 1 , 1 4 , I 0011001. Dam 11.81,1 15,41:6" Illy 2a I aulautsealuieloaatiluealse.. E l l a 8888Eititltitialkiti8 A 8 hi WWI:3811dB Se11411$10[$ 1381..[+.1 8 .1.R 9.3 , . 75.91141. H ' W R ii: n ' 19689 Vii 3,442 3.442 6510 6510 4510 17.034 —211 iiiIiii i 4,1CO, 3 i P 000,Em ...z...... mix) m ,, alok G,o.loo,, s i' E SLEIFEEDPARELS F13, TRAREFCT WHILF PICINT(CNRCCF) _ iMiUMW ,,, 1111111114R11111111 z,z 1 L! II 4 1 If .., ' 1/18BMUM8BINWNSB**M8.... . 1 - 1 14 1, : "i14I "f- II ! ! _'1! :! ! ! ! ! .... 1 I r .' -orr 0,00a.§.001 !' [ i I li , ,_ 1 it - - ' 1 .-{ -; m , -: ', " ' ! ril L -.II 0i! 1 u l 'T-2 ; i ...._..1_11 ,-, 1 1 T. 08rected Ln. FRC 11 Total 08918.0 L68.8 328 91 1 1 sia;stka .11 . „ . . ... : PNa 123233V, 4. 2,04E p s. cn ocni !I ' iigIglil§I'fglii§1§1iiggfig§f11§11 k11111111111;M11111 ; .! zozo I I 1,z10.HHL.101. 8,11,18,88!8,B ilw 81 A ; ffi lateksle;atialls.!8!alulal ;rsult311,3ialalui j PAAELP6C izo2a3v, 34, 4. 2,04E Ir , grg§igigt§§100g,,§,g NEL I 1 !,[:!Hli mlso.!0!02.10,w,..,010,..,,0 irrriiIrr,r,,,,,rirl ----- - -[:''':. -.-..-' 18181adaiadalisaltsialulaialalaialaitsla:0 , . , -iiiiii.tm alaIal galarayara , , , , , , 1, I ,, 5 1 1 11 1 1 HI ill-1 LL1-1-1 L HilglibOlala4tXXIVitlirkagO. CE M019 I L'd NA) It18180.: 111g1111111141111111111 1 r 11 I kiTT 11 wiloh1111,1,,,11011 IiihWH1-1,l'i-iH1 ,,,,111 I , 61-CEIJ1G'6, aCk I Ce3c8 cn plien/ ;;,; tr.', -. ----- 1 1 010 URI rl ' i R .10.4 19682 ; • H Fi9869 ,-, 1 1 T. 08rected Ln. FRC 11 Total 08918.0 L68.8 328 91 1 .., 2210221.ed Lo. ERA 11,358 bed Fb. 9x0, sia;stka s ci;sialti s s a ..• ......1. 7 . k11111111111;M11111 ; .! zozo I I 1341WAN(CAJMCF) , 8,11,18,88!8,B ilw 1 t PAAELP6C izo2a3v, 34, 4. 2,04E Ir , grg§igigt§§100g,,§,g Bti8NDLB81,.8.'4,.,[''',8",8 f_ _, __ .. r-L' i • ! ;:-1- , :• ,,, ; , • ' .A4119 1 1 1-, - 1-.1;1 :-,-;:, •!Dil 1 1 I 4 [ ! !I ' ' 1 ----- - -[:''':. -.-..-' ;S•btd; ,T681 :arm. _; 16,541 Am Puil.e Fait My LP. 968.61 Lc.s 2..ced L Ai 121 12922 220 , . , -iiiiii.tm alaIal galarayara , , , , , , 1, I ,, 5 I , 11 It/1 1141 41111 1444 ., .. :, 'i It18180.: ; .0.0101.1010017,m000,,,,,, tl t$ BIB 1B18[8;8181BB 8 a 8 kit, tr.', -. ----- -.-!--1-1 1 -!-!-----" ik L Eit 0 32,131,80 , E.390, \ A .0+00 I- I . 01. 11 , , ,01_81 ailed TM Loectp 0 12,401 M A T. Car 95 A 78 A alaitseetselelelelaenslaaaauee,a .8BI:3818B 8 8 t3BIBIBI18,181B ti DI ti !: , 8: 7 ME l!' -.''' i'a '12 tR 1 §"Ri .33 11 1 osk.s›ols,Injoicon0103D0017.003'. : 1 11111 1 111111; - 11 vlo011gallori H 0 0 0i 1 1 1 1 , 1 4 , I i'l' h ,r, 0400 1 It f 1.1 414 ■ 1 Dam 11.81,1 15,41:6" Illy 2a Ell L_ aulautsealuieloaatiluealse.. , A 8 hi WWI:3811dB Se11411$10[$ 1381..[+.1 8 .15; 9.3 , . 75.91141. _...i_____.1...._1,..._i_d____..,_•.R iilaaai"rglaMaailaaaa i m1,310 mix) m ,, alok G,o.loo,, ti F , 1111111114R11111111 z,z 1 L! II H 1 F F Hilli ' . 1 - 1 14 1, osImIal btja is aktiatIaININIsIs skjek.......1 FR 1 g : i 1 ' ; ,c,, '9Ak04091°041, • _o . I 5: 1 Ii ! I 111,11 hi: 1. a mE.m.m. :g ' , : - . . t,Ploo' 1; ! i 1 . .1 , Rpli • . , • , : ; ! !:!:::, , ' : ' l',14 .;,. i i m a! : .' Iii . 1. , . : , ' . • . . !ill H L 1 ''- : , ; : ; 1 T. Ccrn.ed RA 1062 VA 87 A T. 0..ed Fh 6,GmvA 55 A Tcts10.ected Lo21 FRC 6,642VA M A T. 0.191.6 Load: 21610/A 701811:18.11.8 24.6 657 AMS 617,1A Is ts a as ''41411'4111114q11111 zzonznoz,,,o glaaaatata RKEPTS(CNFCCR) WPFE 1341WAN(CAJMCF) , 8,11,18,88!8,B ilw 1 t PANELP813 izzaey, 1_ L zol■g Bti8NDLB81,.8.'4,.,[''',8",8 f_ _, __ .. r-L' i • ! ;:-1- , :• ,,, ; , • ' .A4119 1 1 1-, - 1-.1;1 :-,-;:, •!Dil 1 1 I 4 [ ! !I ' ' 1 ----- - -[:''':. -.-..-' ;S•btd; ,T681 :arm. _; 16,541 Am Puil.e Fait My LP. 968.61 Lc.s 2..ced L Ai 121 12922 220 , . , -iiiiii.tm alaIal galarayara , , , , , , 1, I ,, i''''..c'''.!.1.1..1.1.1.I°1.1.;.41 I , 11 It/1 1141 41111 1444 ., .. :, 'i It18180.: a 8,1 P31,1 E.. il &-.-- . 1.1A :67 - 11. , H7,81 - .21:7_ i [ R ...les -15101. Ho ' 'II , ,._ • rtillgig 1144 -Ili- Is ts a as a asisalialskIslo RKEPTS(CNFCCR) WPFE 1341WAN(CAJMCF) , val:Inc 038. FE,EFTN' ilw 1 t PANELP813 izzaey, 1_ L zol■g f_ _, __ .. r-L' i • ! ;:-1- , :• ,,, ; , • ' .A4119 1 1 1-, - 1-.1;1 :-,-;:, •!Dil 1 1 I 4 [ ! !I ' ' 1 _ _ - - -,-: ; - 6 gcc,— 1 15.61.. - p I 0 ?co II I ;S•btd; ,T681 :arm. _; 16,541 Am Puil.e Fait My LP. 968.61 Lc.s 2..ced L Ai 121 12922 220 , , , . __,1[1,1.. i 1111 iril , , , , , 1, I ,, _ gi-i,,tig-iii*610.g„-.31i I , 11 s.s..0H0o10101G,i,,Iwoowomc, ilkt ---: H a 8,1 P31,1 tl t$ BIB 1B18[8;8181BB 8 a 8 kit, tr.', -. ----- -.-!--1-1 1 -!-!-----" 4 oss.oss.ospolsolsi..,0s>oss. I - H 1 ! r lE i 1 i .8BI:3818B 8 8 t3BIBIBI18,181B ti DI ti !: , 8: 7 ME l!' -.''' - '12 tR 1 §"Ri .33 11 1 I F11:12ECT 1 CE HO 1 11111 1 111111; - 11 I Ell L_ ! I , I I , A 8 hi WWI:3811dB Se11411$10[$ 1381..[+.1 0?1 ° 3T DATE 10/2/00 Cf En EU En 0 EU - zggg.,4 4 7 DRAWNG NAME =T > BID SET 10/2/00 -- I 5 Ai 4 1 tAlk' 111 0 CO fdaiD4Witi a s *Is c a §-§ B Group Health Cooperative Riverton Operations Center West_ Building A - Tenant Improvement 12401 East Marginal Way South Tukwila, Washington 98124 2 A 1904 EIRDASUF, SURE 500 21111,WARINFIR 98101 Electrical Consultants, Inc. 9015 36th Ave. W.. Suite H Lynnwood, wA 98036 Ph(425)775-1799 Fax(425)774-9870 All.■■•11.1.11MNI CORNERSION1 AlICIIII4CTURAL GROUP,P.S. 206.682.5000 FAX 206.621. TR/ - - N3N) liN134 090a *3-Z/L