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HomeMy WebLinkAboutPermit D98-0133 - GROUP HEALTH COOPERATIVE - TENANT IMPROVEMENTD98 -0133 12400 E. Marginal Way So. Group Health Cooperative City of Tukwila t Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. (206) 431 -3670 Parcel No: 734060 -0480 Permit No: D98 -0133 Address: 12400 EAST MARGINAL WY S Status: ISSUED Suite No: Issued: 05/27/1998 Location: Expires: 11/23/1998 Category: AOFF Type: DEVPERM Zoning: MIC /L Const Type: Occupancy: Gas /Elec.: UBC: 1994 Units: 001 Fire Protection: SPRINKLERS /AFA Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VAL VUE Wetlands: Slopes: Y Streams: Contractor License No: OCCUPANT GROUP HEALTH COOPERATIVE 12400 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 JOE NEUENSCHWANDER Phone: 206 - 488 -2355 521 WALL ST, SEATTLE WA 98101 ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** tilt* * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** Permit Description: TENANT IMPROVEMENT OF UNOCCUPIED SPACE. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 101,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No: Size(in): .00 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Cut: Fill: Landscape Irrigation: Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Water Main Extension: Private: Public: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ "` 1,476.71 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** / i1***********I k * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 work. I am authorized to sign for and obtain this development permit. Signature:_ Date: ` Date: -s -2 2 -- f e Print Name: 7;1"/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. C1 1Y OF TUKWILA • : Permi t No D9370133 Status ! ISSUED, Iyoe DEVPERM , ADO', ed t Parcel 4t! 734060-0430 Address : 12400 EAST PIAP.61 NAL WY S l'enant • • I sstied: 05/27/1998..:' k y.,41 4 le * * 'AO * 4..* lt *1 t * * 4,10 * h . fr ( *. R.* *11/4:1. It •11 * A;1< 1 lc it Pertn it Conti i t i ons: 1 , No changes wi 11 be made to the 0 1 ans un less approlved by ' the • 'Arclii tect or Engineer . ,nd the„Tul:w.i.la Bui 1 d ing D i v i s i o n 2. E l e c t r i c a l permits': s h a l - .1:;':be ... .: 1 65*#.1,. i 4 if::th1.1,0 up h the Wash i nct ton: State 0:10sion of '.1...-e60i7...="eiid ItAusirsie'i- e 1 ec:tri cel .., work 4,41'11 be i ns.00,0t ea by ,3t !let agency ( 24 e46:?,0:)., . ,- ' . ! . 4 ,All pernti t: ns0e6stlon "'re co r'd s ,, a ne a p Oo ';.#-e'd .0,..1 an i.t.::;',. 1 be 5. Anv new? cell itig gr.'id and 1, 1 i i nture insta 1 le t i or0-i s. , ;:i . .. , ..0... . . A 1 1 mechan iCa)2;i:titiii< s ha 11 Y.P e' tin defX.,'.z', eba p4it .,, pe , si . ,tied: by': -, the i. i tri of.- -r., .# : %::',;' 11,1, h (.),,,,,,,,,,,-,, '-;., v, ' : 1,41 .,.„.' , .. : . ' ava i 1 ab 1 6 the V° b '.... s i te piqdr-' 't;'ilie. en,Y . .etvii:- truct ion. Thes'e,documents `.aKe .tct be -ma rata ined and aVal 1— ab e• unt.,11 final inspect i on ', a 0 prolve 1 j s Ora nted Ti :• , _ •;..- ..-- .., ..,..., s ' •., ''', ,..,-_` .. .,-, 11:.',...: `,.•.:e:'•;',., • , , , .. ' ':,, ... • 15,:',. 4.• ,N ;:',. , required ..tq::- meet ; 1.8 ter* 1 ' , lit .. ‘e c i ng requ irements for SeA i cl Zone . •:.,:: ,,,, , . ,-,....,:;... , ,,,:•,., 1 ,.....„, ;: : ..,,, . ,,,,,,,-,,,,,. 6. Parittionwe' 'I I s . , . at tached to ice i 1 irt.gxgr i d mu .:.: t : be '1 a terafl.v bradati It over (v) feet in lenath. - ,. ... — , , 7. All :", to';hes'done ; In confdriiie n ce 14 i t h apProVed',. E., laws arid :rem.; i reinerits- gil the i lini4::orini ,131.111.d i rig Code;::'(1.994 Edition) a emended Uniform Mechanical co de (1994 .ECItt nd fni3tOn '-'State Erie rgk, Code‘(1 i on.) • 5 • . Va1 id, tv ot Per mi t. , • ';The isuante ot a DC mi t or appr p Ia sbeti i 6a tl;Ons, ti4 comDtita.tion sy: z.hai1 not he con tru ed a Permlt f or. or an ,.-epprOall:bf, any v-1 ol a t n of atiy bt the or 0 v, s on_ of the "bu dode, or of anv other ord.i harice of; the jur isdi et ion. ;‘ No--per10 t prestik1p±4 give authd to ,violate Or CatiOe 1 S de• hal1 ' he val d 9. VENTILATION IS REQUIRE[) FOR ALL j;NEV,ROOMS‘ANO',SPACES OF NEW • OR EXISTING BUILDINGS IN CONFORMANCE' 'WITH •TliE' UNIFORM bUILDINO:CDDE AND THE WASHINGTON STATE VENTILAT4ONAND,p INDOOR AI OUALITY CODE.'' 5I-713 1:4A:c. .•1 Project Name/Tenant: p -o. L * G I , N . % C �. _ W 3 _ Value of Construction; ^ cro / Site Address: i i t State /Zi Tax Parcel Numbe : ',` ( �} ,, Property O er: �` ' r��P ll 0 ✓4- P hone: f - 236.6. Street Add s: Jfr L s J 7 • i City State/Zip: o e i ! Fax it: Zoe:, / , _ � Contractor: �f N Cakevvf -A le- - ) ( Phone: Street Address: City State /Zip: Fax #: Architect: / , r ' /„,„,,e 0,,,.,4 L S T Phone: ltZs #7 577E Street Add re s it State /Zip: ge o ��o t A/5 5,15, t to 4a�� Fax #: 4 717 — 59 z / Engineer: s--ivv SatJ cA 47 : / _ Phone: 0 44 8 _ GZ/ Z at l Z ll Street Address; �. �?_ / C .Z�� l y t f Gam_ , a #: 06;16 3 �4� r i Contact Person: �a� fig0 l =G�, p Pho ,21,et, spie- 236.50 Street Address 4 ;2447 4 . ' , ,I /' CitYS ate /Zip: 7i1 �'u � dit�(� w4- 40.1,11 Fax #: 70‘0 ��� ' 2 42Q Description of work to be done: T f ' im r o be rf ' t viv .up/4, 'Avg, Existing use: R ❑ Restaurant ❑ Multi-family ❑ Warehouse ❑ Hos ital t g y � in Church ❑ Manufacturing ❑ Motel /Hotel 0 Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church in Manufacturing ❑ Motel /Hotel 0 3 Office ❑ School /College /University ❑ Other Will there be a change of use? in yes P no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes . no Existing fire protection features: asprinklers 0 automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 27 b in i existing Area of Construction: (sq. ft.) �J 4� Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ,I no ,.. M Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheet9'. cc Date application a: Date application expires: Appllc ll taken by: (Initials) 4 20' 4 i ' I b 20 --' Iv CITY OF T1 "(W /LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. CTPERMIT.DOC 1/29/97 APPLICANT REQUEST. FOR PUBLIC WORKS,SITEJCIVIL PLAN REVIEW. OF THE FOLLOWING : :, ',..: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): Size(s): Size(s): ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct ❑ Water Meter /Permanent it ❑ Water Meter Temp # ❑ Miscellaneous Est. quantity: ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal ❑ Hauling 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. PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNS 0 • AU H I AGENT: Signature: / i j Date: /404 Print name: „ t2 i • a<441.1-4--. Pho 4 74 - 57.7v "1 Fax tt :�i 7 141 - C�2 -,1 Address f2 / 0 LSD -fJ A 5 / I2 (4v City /State /Zip ALL COMMERCIAL/MULTI-FAY TENANT IMPROVEMENT/ALTWITION PERMIT APPLICATIONS M E SUBMITTED WITH THE FOLL ING: LJ.. ' W# TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, RUETL11A NQINEER 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 ❑ 7, 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 includ 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. • 1 :4 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 ❑ agr 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. ❑ >r 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). ; 171: ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. P ❑ 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 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. CTl'L:RMIT.DOC 1/29/97 a. rtkk*** 4 *: k:. ** k•*+ :.***** �kA frk* 4k •k.1Ah4:h:k•.�•k:khk **•k k•.k•kA*A•*k•k:t•k:k**A. n CITY OF TUi(WIsLH., WA TRANSN]'�' k•.t*•k ** . **k*h:k•tk ?.:k * A *-k tk *Akh*kk•+•Ale t*hA*. ***4••k*** * *:4*** TRANSMIT Number: 89700770 Amount: 900.75 05/27/98 11:03 , Payment Method: CHECK Notation: GROUP HEALTH COO Init: BLH Permit Not 1)98 -0133 Type: DEEVPERM DEVELO,PMENT . PERMIT Parcel No: 734060••0480 Site Address: 12400 EAS1 MARGINAL WY S Tatatl Fees: 1.476.71. this Pavinenl; 900.75 Total ALL Pints: 1.476. Balance: .00 k4*:t* *AA;* ** ** *A••kkA**.AAAh.c*44.**k *dc * * *****A* kA*A*A*A**k*•:t **A Account Lode \•./ 1)esc r i Ut •ion 000/3220L00i,. ', BUILDING •- NOt4RE:a 000/345:830 PLAN CHECK - .NONRC5 000!386.904 'STATE BUILDING SURCHARUE Amount: 579.96. 4.50 2426 06/01 /717 TOTAI. 900.75 (•,t j �lirA•. Y�.+1 " l�i :l7fi �l .a{.�7 •,al ^4 : e — oi. : F' k• k*A •k•k.4 *h.•kA•44kA••k4 Ado14•* kk4 • k A•k , t•kkkAk:FkA•A••k%A••kk•k4 kkA k9c, TRANSMIT *: tk*•• t• kA.b A•: F• k• kA• kk: tA•. f:• h• k: t•. k kk#• kAA: t• k• k• k' k#• A• k•• t•• kA'* ikkkA*•kk*;*•k•k-kkkk*•Airk *•k TRANSMIT Number: 89700749 Amount: 575.96 , . 04/20/98 10:26 Payment Method: CHECK. Notation: GROUP HEALTH Init: RLH. Permit No: D98-0133 Type: DEVPE1 M .DEVELOPMENT . PERMIT Parcel No: 734060.0400 - Site Address: : 12.400 EAST MARGINAL NY �3 Total .Fees: 3..g 476.71 This Payment 57:L . 96 Total ALL Pmts: 575.96 Balance: 900./5'• **• kk*** 1rA• khk• kkA *Ak4A*k*k•k•k *A*A'kk'k•k•k *A k:4kkd *'t *•4•k /4k*•, **Fk*A*k•* CITY OF .T.U.KwI;LA, WA Account Code Description 000/322.100 BUILDING NON1 ;r ' 1 3 � o o Pr} : 1.-. a, i il It I.L1 CO 1.4- 1:..:1 •'• 0T g o =1 1:.J • .. J t`ti �:.. L.1 u Amount ;37:x.96 1302.04/20 9719 TOTAL ` 575 96 -- ProiectG /� Type of inspectn: •'..- � Ad /Jf0( i_.---5,c)--- � Date called: Special instructions: Date wanted: �/ �� - L 7 l , a.m. p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 TS• C MMEN Approved per applicable codes. it/t4111-1 Date)0 7* g [ $42.00 REINSPEC N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: INSPECTION RECORD. •h Retain a copy with penis i 0'33 PERMIT NO. 70 Corrections required prior to approval. Receipt No.: Date: Project: 46 Type of inspecti9n:, j/1 A dress: Zr�bD �,�.4 � tdlr�.Q Date called: U i - 1?)- 6 1 8 Special instructions: Date wanted: a.m. '. ` i — 24 — at) p.m. Requester: 164 Phone No.: (O , 2.. / 96 Jit OJi 1 •1 '44. INSPECTION RECOR Retain a copy with perk INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 b el8 -oi33 PERMIT NO, (206) 431 -3670 Approved per applicable codes. COMMENTS: Inspecto Pin€147) // ) Corrections required prior to approval. LL -'_-1 ,114:1/.41 I n $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Date: Receipt No.: Date: COMMENTS: Type of inspectioK� Grt q ip Address: /-2 �ld o eam P-r Special instructions: U ie. 7 J / / . arc. u� Phone No .� a — 716 ...296,t. cv� (C) n iL�h 7-- -- C oC t . .. "..:.; i CI,Air5 tO ,f ___z_ ' oSS /34 5 f ed -re4 Gii/,e,. 4J1141 t9 el /A i n .l / I Project: .741%._ fie_ _ Type of inspectioK� Grt q ip Address: /-2 �ld D ate called: f61 fK J Date wanted: �/ � a. Special instructions: U ie. 7 J / / . Requester: ---f Phone No .� a — 716 ...296,t. �5 INSPECTION RECOR Retain a copy with penkj INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 n Approved per applicable codes. (l $42.00 ( FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: Project // /f°. " /7 ` Type of inspection: - ----_ l />r�.I. 4 di. , Date called: �� Address: / � i � l ��, Special instructions: Date wanted: /� % a.m. p.m Requester: ry e . Phone No.: 730 Approved per applicable codes. IJ ' INSP b CTION RECOR Retain a copy with per INSPECTION NO. h CITY OF:TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Date:9 9 . Prior to i s ectio �'r jam( / '` tox , & t4, , c p 'i $42.00 REtNSPECTION FEE REQUIRED. Pr t p n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project re ue _.c per. Type of inspec on: yp . o I' c iSor Address: 2 6 2 Host t,.‘ G � ` t Y� i called' d�im � y /, ''� Special instructions: v Date wanted: a m Requester: `0• •, Phone N&: C..\ _ Z a 5 !!f. tny�' k . . s. n ^ i�l� "'.Fyi_py INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A Approved per. applicable codes. C, C G /22 A Inspector: r Receipt No.: IJ nlasgwotAr"sr44. 1 :44 - r3 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: /7 _ �x ice [ i $42.06 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Proje t. ,. Type of inspectio - ... Address: - l q CA) Date called:. . - - Special instru tions: 1 1 Date wanted: C— _ a i� Requester:.. w � Phone No::' � INSPECTION Np • CITY. OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100; Tukwila, WA. 98188 Inspector: 'Approved per applicable codes. INSPECTION RECOR Retain a copy with per Corrections required prior to approval: Date: g PERMIT NO. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: rtoue ReA-t-TH Type of ins 1 0 G itros& e„. nlerec,ivsisiL - . sD , ate called: ( j Special instructions: • — . ii _ Date wanted: ( i A3 P.m. Requester__ _e--1-1S 730 phone No.: .r U.A..L.7 ( 3 INSPECTION RECOR Retain a copy with per INSPECT! NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved , lapplicable codes. (206) 431-3670 Corrections required prior to approval. , COMMENTS: -e4) 1 I Inspector: Date: r $42.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Sprinklers: fie' Fire Alarm: r(V. c,��v�` Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Autho.ized Signature FINALAPP.FRM City of Tukwila Fire Department Project Name 6 { o q A4) Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Address 1 2 kv MCP c c c L \ _ John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. 016 -0 t33 Suite # - 2..\\ C 1Q) Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarter, tation: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 A Structural Engineering Corporation Structural Calculations for the Group Health Cooperative R.O.C. - CN Call. Center Tenant Improvement (EXPIRES 8/25/ �Ct P?#tb 012- • D% -old. RECEIVED CITY OF TUKWILA APR 2 0 1998 PERMIT CENTER 3/Pl i i a project date pro'. no. Swenson Say Faget H e e ve a- design sheet 1025 Post Alley • Seattle, WA 98101 • Phone (206) 443.6212 • Fax (206) 443.4870 DL fS P5F LL 2,5 PsF 'aaF FKIMIIv6- I5 *iA (I) = 2.0Z Kt? M = 12,zs OP fr 1.0(Z r'v. / d Act. " I ' ;" (I P M 21..; Fit a n: I.aIz ( I /53,3 Vz- 1,63 KIP Ni = 10.25 KIP• IT 0.5 w /6016/pr Z V = :.No KIP ✓ tvi 16.r�� KfP r ✓ - 044 n l.(Isrriv &( Z) ,Jc izo / %O50 4 Dvu' FIR t/ 2d' V 3,31( ter; A 7; 11,21 klr'Fr a > 1 �� trig V' TRy 3 ,` X lL at it- yr.() tF: 1.8 xto TR' ' :>r13. GL ✓. use (2) LVL 1 /yJ /1 1 1 , TRIt3 3' t;= /700 BS/ RECEIVED CITY OF TUKWIIA APR 2 01999 PERMIT CENTER Swenson Say Faget A Structural Engineering Corporation project date design pro,. no. sheet. 1025 Post Alley • Seattle. WA 98101 • Phone (200) 443.0212 • Fax (206) 443.4870 (..........." b oa rI?A,hlj'(, B1ra -M 3 4, t3e4M 9- V - 1.38 kte M - 5.38 K IP'FT p: 1,2- jn v : 3.7. kip M K.I kt' A Atl e. r V, LS) 1.05" K it; z .8 w= fMa14/p- - 19' — 0 r 1j I.;2 .) M= tyrj (IS) . 3.9 ktP FT 6 W = HO .474 /FT . S - ( Plo)(15) - o 61- ;K 3b-f Va.= 3,1t, -"KIP v 3.a -KIP - • S `v''KtP• Fr Me g , Kti' Tit 113 y' 7g/ LVL 1 / 9 1z f( may Zv1- 13/y x 11' /y ✓ Tgy X %. r !r,q xio ps ( . r: 1zs USE L'L ► 3 /y X ll 'y RECEIVED CITY OF TUKWILA APR 2 01998 PERMIT CENTER Swenson Say Faget A Structural Engineering (' U rporation project date design proj. no. sheet 10 Post Alley • Seattle, WA 98101 • Phone (206) 443.6212 • Fax (206) 443 -4870 goor F4,44 NC- 8 UM 1 114 kip t,J= got) /LAT J-`— Q w /nct.t SPtl PT t.0MI) letP M Kip. Fr a 3 1 44 x24- 4/. 67s,a 6 z3 - . Y •P4tiz. V= t6.�SI� M = 03, tetp.FT M Iel3,zz rip. FT Q = 3 �n V = 11 'KIP vJ/ It.y KlP Pr LOOP SP/I -N t V ; /(,,Zo KIP 3P4N 2. V = t$.6 I(IP M 82. go IcIP.t^r M I31. S Y KtP rr = ,6 11 ;K Q = 2.23- A4 _ rprs Lc E= 1.8 X'o 05f J 61 (06r►e, r pEOENED QM'Y OF TUKWIW APR 2 0 1998 PERMIT CENTER Swenson Say Faget A Structural Engineering Corporation project date design prof. no. sheet 1025 Post Alley el Seattle, OVA 08101 It Phone (206) 443.6212 • Fax (206) 443.41370 RdOE rR4 >3 t9M 5 V- •g5 Kip M. 1 1,64) KIP'FT 17= O.t)1. It t! ° 3.3 K I P � : 3. K! p V II,2t,.•K P Fr M g- - KIP.FT ✓ d p-An) 1. kIP T!'y yX /`/ E c I _ = 678,5 L1 L I3 /yX i/%y• CITY OF TUKWILA APR 2 0 1998 PERMIT CENTER Swenson Say Fagot A Structural Engineering. (' t� rporation project date design prof. no, sheet. 1025 Post Alley • Seattle, WA 08101 • Phone (206) 443-6212 • Fax (206) 443.4870 Structural Calculations for the Group Health Cooperative R.O.C. - CN Call Center Tenant Improvement !EXPIRES 8/25/ I 1 wOIL D °to FlEOEIVED OITV OF TUKWILA APR 2 0 1998 PERMIT VENTER A Structural Engineering Corporation . C 3/P119 2) date probno. Swenson Say Faget J H tover2- design sheet project 1925 Post Alley • Seattle, WA 98101 • Phone (206) 443.6212 • Fax (206) 4.13.4870 Swenson Say Faget A Structural Engineering Corporation project date design goof FKNMiIve- 6E4 (I) = 2.0Z KI? M = I2,zf t(IP fr = 1, 0Iz / dAcc I '•" v 5,3' c,h hi Pe. a a= I.v,z /go 1 044 1( GI Vr - 1,63 Kii. M : 10.25 KIP• i t Q = o. s w' 16 /Fr �V 2o viz 1Za /Fr 1650 v = 1•L1S KIP ✓ rli 16.11 .1f f ✓ v - T,l5 V' TRy 3% x /z G L IT y5 ,• • Y C: 1 x/0 TR\ MG 3' E: /3 k-5/ 45E ez) c.vl- 13 /y er l Yy RECEIVED CITY OF TUKWILA APR 2 0 1998 PERMIT CENTER DL IS P5F LL 25 PSF pro). no. sheet 1025 Post Alley • Seattle. WA 98101 '• Phone (206) 4143.0212 • Fax (206) 443.4870 Swenson Say Faget A Structural Engineering ('() rporation project .8 J t6o.Q4: fr oii l+h►N(, Bi;orM y T i' ¢ f I -b' — � 1.38 k ie jay LV L 1 /y le 9 'z f K de �- M ; '.35 KIP•FT v : 3.9- kip MR : Y.I kIr • FT ° Ate I V:.- /1112_65) z d z A4: Iyrl <l;) . 3,9 Ictp•Fr 6 a= 1.23. w= tyo -�G�FT 1$' 1.05 KIP 0 6.- ; V : KIP g l KIP•¢; T l 8 3s' Tgy lvl. IS / i)Y1 ✓ r' y ✓L l_3 / 1 !i.q x io 4 psl r: Iis ,N H G(SE LvL I /y X ll Y7 RECEIVED CITY OF TUKWILA APR 2 0 1998 PERMIT CENTER date design 1( 9)6 proj. no. sheet 10 Post Alley • Seattle, WA 98101 • Phone (206) 443-6212 ■ Fax (206) 443.4870 Root t 4A.( rrUC- E tAtM £1 EX,5r!' il,r{ k If Ul= 800 ,eb /rr, C. . 625-;16 625 v • 4 I rears for 3 K24' GI. /bat I ( , LI KIP ?T 1.( - I) 3?.1 I V = c(,o k►P 94N2. V i G. iS I'IP M = /&j, KIP' Fr M _ /6..3,g3 1<rP.Fr A - 1, A ' 3 i W / ,I , y KIP Pr 1.04P S RI-N I v 16,74 KIP SP+M 2. V = �$ KIP ` 82. VO KIP.Fr M r I31. K/P.fr Q = 2.23- ,'\ V 11 VII) M I /3,zz rip. FT E= 1,8 X /o 05(. J - 31 (06 iw RECEIVED CITY OF TUKWILA APR 2 0 1998 PERMIT CENTER A Structural Engineering ('o rlOratiun. project date Swenson Say Faget design proj. no. sheet 1925 Post Alley • Seattle. WA 08101 • Phone (206) 443.6212 • Fax (206) 443.4870 Swenson Say Faget A Structural Engineering l'o rporaliun project date design RdhE t"IR/IMtNen t5E9M 5 I.1• KIP V 3. I6 gip R- - 2,07. K ►P TKy YX/ / E. 1 s. 676',5 USE RECEIVED crr OF TUKWIIA APR 2 0 1998 PERMIT CENTER prof, no. sheet 1025 Post Alley • Seattle, WA 08101 • Phone (206) 443.6212 • Fax (206) 443.4870 , Envelope Requirements (enter values as applicable) Fully heatad/cooled space Minimum Insulation R- values Roofs Over Attic X 100 = Concrete/Masonry Option AN Other Roofs For Building Department Use Opaque Walls Below Grade Walls 'Appicant Name: Floors Over Unconditioned Space / - .,^ r Slabs-on-Grade Applicant Address: S ig l Radiant Floors 711 Applicant Phone: Maximum Udactors Opaque Doors Vertical Glazing Overhead Glazing Maximum SHGC (or SC) Veitic l/Overhead Glazing Space Heat Type ❑ Electric resistance ❑ An other (see over for definitions) • Glazing Area Calculation Note: Below grade walls may be included in the Gross E,a.dot Wall Area it they w insel.ied to the level required for opaque walls. Total Glazing Area (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing X 100 = Concrete/Masonry Option CI Check here if using this option end it project meets all requirements for the Cone. e/Mesoap Option. See Decision Flowchart ( over) for qualifications. Etter requirements for each qualifying assembly in the table below. Project Info . • Pro4ect Address Z act) cJ+ of A..t. (,,J Date 20 I . �UIG )(.iA • For Building Department Use 'Appicant Name: /tea 0 / - .,^ r • + ✓ 2_. Applicant Address: S ig l AIL 711 Applicant Phone: ,i lilt, ` Z35 S. 1994 Washin ton State Nonresidential Ener Code Com • fiance Form Envelope Summary Climate Zon- f Project Description I ❑ New Building ❑ Addition ❑ Alteration No Chances to Envelope Compliance Option ❑ Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) Semi-heated space' Minimum Insulation R- values Roofs Over Semi- Heated Spaces' 'Refer to Section 1310 for qualifications and requirements Notes: Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U- factor Is 0.19 . Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete/Maaonly Option, list walls With HC 2 9.0 BtulftsoF below (other walls must meet Opaque Will requirements). Use descriptions and values from Table 20-Sb in the Code. Wall Description (including insulation R -value & position) FR% 0r2. RECEIVED CITY OF TUKWILA PR 201998 PERMIT CENTER 8067010 Project Address D Date ' Space Heat Type 0 0 Electric resistance 0 All otter F For Building Department Use Glazing Area as is gross exterior wall area % %• Concrete/Masonry Option 0 0 Yes O No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option•is used, - Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13-1 for correct values. • • Building Component P Proposed UA T Target UA • o , U U= Plan ID: U= Plan ID: G Glazing % • Electric Resist. Other }hating Jan) swoa S sod law) Opaque Walls' I s!!eM aPe PA 0 1a8 dS *puoau f 1 1ae0 MOW I ape& I -uo-ge1S . 1994 Washin ton State Nonresidential Ener Code Com • liance Form _ Envelope UA Calculatic Climate Zone 1 For compliance: Totals S • For CMU walls, Indicate core insulation material. l Totals I RECEIV ow/ a! VUiA 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shaU not exceed Target Total UA. AMR 2 0 1998 PERMIT CENTER Project Info Project Address Riverton operations Center Office Building Facility Date 7/12/95 M1i 12400 11100e Marginal Way South For Building Department Use Seattle, Washington Applicant Name: spiraling Applicant Address: 72o Olive Way, Suite 100, Seattle, WA 98101 Applicant Phone: 206- 224 -3625 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed RECEIVED WY or TUKWiL Office Less than 60% of the fixtures are new, and Installed lighting wattage is not being increased ■ 5292.1 6350.5 Open Parking . 0.2 W /ft 74.0 Outdoor Areas APR 1. 0 . N 1 Alteration Exceptions _ Occupancy Description No changes are being made to the lighting • (check appropriate box) Office Less than 60% of the fixtures are new, and Installed lighting wattage is not being increased ■ Location (floor /room no.) _ Occupancy Description Allowed Watts per ft " Area in ft Allowed x Area Office Office 1.20 5292.1 6350.5 Open Parking r2 0.2 W /ft 74.0 Outdoor Areas r3 30 62.0 1860.0 "" From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 6350.5 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Office ri 16 124.0 1984.0 Open Parking r2 0.2 W /ft 74.0 Outdoor Areas r3 30 62.0 1860.0 Bldg. (by facade) F3A 6 62.0 372.0 Elect.rm F5 2 32.0 64.0 Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts r6 4 93.0 372.0 F7 10 32.0 320.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 4972.0 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 0.2 W /ft Open Parking 0.2 W /ft Outdoor Areas 0.2 W /ft Bldg. (by facade) 0.25 W /ft Bldg. (by perlm) 7.5 W/If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Lighting Summary. TG -S U M � 1994 Washington Stale Nonresidential Energy Code Compliance Forms 1994 Washington State Nonresidential Energy Code Compliance Form Maximum Allowed Lighting Wattage (Interior June, 1995 Project Description t7 New Building ❑ Addition ❑ Alteration Compliance Option O Prescriptive Q Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Provosed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Inte tor) Maximum Allowed Lighting Wattage (Exterior Provosed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) PERMIT CENTER Use' LPA (Wilt) Use' LPA (Wilt Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet/conference /exhibition hall 2 Assembly spaces ° , auditoriums, gymnasia ° , theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants /bars 1 Cafeterias, fast food establIshments 1.5 Retail A' 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations, auto repair shops 1.5 Locker and /or shower facilities 0.8 Institutions 1.5 Warehouses'', storage areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages s.. Section Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only Common area, corridors, lobbies (except mall concourse) 0.8 Schools buildings, school classrooms, day care centers 1.35 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office /administrative areas to facilities of other use types (including but not limited to schools, hospitals, Institutions, museums, banks, churches) 1.2 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers O Other Qualification Checklist Note: if occupancy type Is 'other and fixture answer Is chocked, 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: III 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 1994 Washington State Nonresidential Energy Code Compli Form Lighting Summary ( >r. .0; , ,<.); ,,iLTG - SUM 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 Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 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 Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling 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 may be 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 mail 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 illuminarics are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all coiling 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 A Ilowance, 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. RECEIVED CITY OF TUKWILA APR 2 0 1998 PERMIT CENTER Fan Equipment Schedule Equip. ID . ID Brand Name' Model No. 1 CFM EP' HP /BHP Flow Contrai Location of Sorvico Location Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity' Total CFM OSA CFM Econo SEER or EER IPL,V' Location Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity' Total CFM OSA elm Econo Input Btuh Output Btuh Efficiency' Mechanical Summa MECHP-SUM 1304 WaaMnplon Slulu Nonroalaumiul Ci. rpy CuUu Car pinneu Furl' Project Info Project Description Briefly describe mechanical system type and features. Compliance Option 1994 Weehington State Nonresidential Energy Code Compliance Form Proleci Address Applicant Phone: 'II available. ' As tooted according to Table 14.1, 14-2 or 14.3. 3 II required. now control types: VAV, constant volume, or variable spited. TuKVJILA Applicant Name: ‘2,00;) dAL Coo t' Ei2kn\fE Applicant Address: ❑ Simple System 314 Complex System ❑ Systems Analysle (See Decision Flowchart (over) for qualifications) fate 3 1 For B (ding Crept. Use .,uly, 1BWt k W 11/4\.2. kOtt_v-2. VAV Bo( c Dci ci Wo' K GoIJ I E C[V-D TO � e 5 yS'rv-�1 , - ATin�r i A y Vc f i �r5 ( 0 Equipment Schedules The following Information is required to be Incorporated with the mechanical equipment schedules on the plans. For prolecla without plane, 1111 in the required Information below. ( , A r 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. RECEIVED CITY OF TUKWILA APR 2 0 1999 02/26/98 THU 09: 40 [TX /R% N0 58771 TC 1OO5 System Description Sou Section 1421 for full description of Simple System qualifications. If Heating/Cooling or Cooling Only: ❑ Constant vol? ❑ Spilt system? ❑ Air cooled? ❑ Packaged sys? ❑ c54,000 Brun? X Economizer Included? If Heating only: NI cs000 cfm? ■ `70% outslae air? Mechanical Summary (b MECH -SUM 1004 W umn fwn fifes Nonr000tanIIOI finorpy Coup Comos cs ro Decision Flowchart Use this flowchart to determine If project qualifies for Simple System OpUon. If not, either the Campine System or Systems Analysis Options must be used. C Start Healing Only no no Complex Systems yes yes 1994 Washington State Nonresidential Energy Code Compliance Form eating/Cooling or Cooling Only Reference Sec. 1421 no V yes 1 dudes) Econo? 54,000 Btuh 1900 cfm yes yes yes r _ eference yes no Sec. 1423 ackage stem' Simple System Il Allowed ( Reference Sec. 1420 , no no no yea yea MO r July. 1550 Use Complex I ( Referencel System ` Sec. 1430 JJ Refer to MECH-COMP Mechanical Complex Systems for assistance In determining which Complex Systems requirements are applicable to this project. IIEOEIVED CITY OF TUKWILA APR 2 0 1998 02/26/98 THU 09:40 [TX /RX NOWIRT 4NR Protect Addre- 1 Vi coo Ct g I iNkt__ why Date 3 8 _ In thf '1 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements Washington State Nonresidondel Energy Code. Applicability (circle) Code Section Component Information Required Location on Plane $uIlding Department Notes HVAC REOUIREMENTS (Sections 1401 -1424) 1411 Eqpmt performance yaa no n.a 1411.4 Pkg. elec. hlg.& dg. — List heat pumps an senoaule " r. o n.e. 1411.1 Minimum efficiency Equipment scnedu a wen typo. capacity, • money V16.1' .2 •.J 1412 HVAC controls rya no a... 1412.1 Temperature zones Indicate locations en plans 1A 5 2 .. AO n... 1412,2 Deadband control Indicate 6 degree deadottnd minimum Ey .- y no ..• 1412.3 Humidity control Indicate humtdistat no o. a. 1412.4 Automatic setback Indlcata thermostat with nignl setback and 7 410. day types no a 1412.4.1 Dampers Indicate damper location and automatic controls ■ no 1r± 1412.5 Heat pump control Indicate microprocessor on thermostat schedule - Indicate yea no le 1412.6 Combustion htg. modulating or staged control no n. a. 1412.7 Balancing Indicate balancing features on plans Indicate Iharmostat ntorl • - on p site no n... 422 hermostal Interlock • no n. a. 1423 Economizers Equipmentscnedule 1413 Air economizers 'Indicate 'Indicate • 1413.1 Operation 1 capaellity on schedule as a.e. 14132 Control controls aoie to evaluate outside air ao a.e. 1413.3 integrated operation Indicate rapabillty for partial cooling 1414 Ducting systems ��� no n.e. 1414.1 Duct seating Indicate sealing necessary no a 1414.2 Duct insulation Indicate R -value of Insulation on duct m 1415.1 Piping Insulation Indicate F -value of insulation on piping 1424 Separate air sys. indicate separate systems on plans 6.11 m �V Macn. Sum. Form Completed and anacneo. equipment schedule with types, input/output, efficiency. cim, no, economizer g, I ,a SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water mtg. y■. oo .e. 1441 - Elec. water heater Indicatel4 -10 insulation under tank ye. no n.e. 1442 Shut -off controls Indicate automatic snut•otf 1 0 eared pools yea no n. e. 1.152 '*Pool water heaters Indicate not electric resistance yea m n. a. 1453 Pool heater controls Indicate switch and 55 degree control yaw no a .a, 1454 Pool covers Indicate vapor retardant cover ye. no n. a,r 1454 Pools gbh degrees Indicate R-12 pool cover 1994 Washington State Nonresidential Energy Code Compliance For Mechanical Permit - . = ns Checklist tu.n w n.1- r,oinn i ,uiu Nnnrnntnnn":n Cnuroy Cam) C :m,ituncu farm: MECH -CHK .h lY, 1 YQJ If "no" Ii' 11- led for any question, provide explanation: RECEIVED CITY OF TUKWILA . APR 2 0 199 PERMIT CENTER 02/26/98 TAU 09:40 [TX /RX NO 58771 ZQ07 t JVlechanical - Compl( 1904 WnaNnpton at.t. MammaMalmo tnorpy Goaa Compin"c. Forms Protect Mareas Applicability (elude) y.. "o so Imre yem m y.m m Ire ao y.. ma no yaw o Codo Section 1994 Washington State Nonresidential Energy Coda Compliance Form Component ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY no" Is circled for any question, pray ystems ec ist MECH -COM as G_ p4/KilLM LA) The following additional information Is necessary to chock a mechanical permit epplleaUon for a complex mechanical system for compliance with the mechanical requirements In the Washington State Nonresidential Energy Code. Use the checklist as a r eference for notes added to the mechanical drawings (see the MECH -CHK checklist for additional system requirements). This Information must be on the plans since Miele the official record of the permit. Having this information In soparite specifications alone is NOT an acceptable alteratve. Informadon Required n... 1431,1 1432 f 43.1 1432.2 1432 14322.2 1433 1434 1435 1436 1437 1438 Setback & anus -off Temp. resat control Air eystems Hydronlc systems Economizers Separate air eye. Simul. Mg. a Gig. Heat recovery Elec. motor e' c variable flow sys. Indicate separate eyetems on plans Indicate that clmultaneous heating and cooling Is prohibited, unless use of exception Is lusti$led Indi©to heat recovery on piens: complete and attach heat recovery calculations 1441 J ,2 Id Indic - 0 or Equip. cheau a wl p, rpm, o c ency ate variable flow on tan and pump scneoules e explanation: Decision Flowchart Use this fioWchgn to determine how the requirements of the Complex Systems Option apply to the project. Rater to the Indicated Code sections for more complete Information on the requirement.. &atlas 1111.1 Equipment Pal. Shalt Meat Tablas 141 through t#3 S¢Uos 1431.1 Calcul.dons of Total On-ata Bump Input 4t Output xequltrd (continued on back) 02/26/98 THU 09 :40 Data 3 � S �6 rJ For 9 u11 'n g D arttnant use Location on Plans July. 1 AM Building Department NOtes RECEIVED CITY OF TUKWILA APR 2 0 1998 PERMIT CENTER (TX/RX NO 5877] 0009 ■ DEPARTMENTS: Building Iggivision , irks-46 - ublic Works E Pe,nt Coati PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D98 -0133 DATE: 7 -7 -98 PROJECT NAME: GROUP HEALTH COOPERATIVE Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # XX Revision After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 7 - - 98 Complete H Comments: TUES /THURS ROUTING: Please Route \PR -ROUT E.DOC 6/9d Incomplete _ Not Applicable ❑ Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8 - - 98 Approved E Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ Planning Division n Permit Coordinator it No further Review Required DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: DEPARTMENT: TUES /THURS ROUTING: Please Route PLAP�EVS9ZOUTI NG'SLI P D98 -0133 DATE: 4 -20 -98 PROJECT NAME: GROUP HEALTH Bu i/ I Division ' Fire Prevention Plan g Division n Pais Works ❑ Structural Permi oordinator 111 DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 4 -21 -98 Complete fg Incomplete n Not Applicable Comments: Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) No further Review Required APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5 - - 98 Approved n Approved with Conditions% Not Approved (attach comments) REVIEWERS INITIALS: DATE: REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) LI REVIEWERS INITIALS: DATE: \ PR•ROUTE.DOC 1/98 • DATE: 7 . 6 , 4 , P ) PROJECT NAME: CITY of rUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: t>°J8-(1 3 3 PROJECT ADDRESS: 1' 4a9___ i Nlattl1V ALV 9 CONTACT PERSON: .#C PHONE: REVISION SUMMARY; _, c��.dt J (*). o°P U 44 _ �V It/ SHEET NUMBER(S) , l� '2•3 rG "Cloud" or highlight all areas of riovislons and date revisions. SUBMITTED TO: T/1 'd RECEIVED CITY OF TUKWILA JUL n 7 1998 R .i2te4tid REVISION N0 Md'cQ ti1INl>if11 W000 :0S 86, 6E Nflf 3/19/98 (........ City of Tukwila Fire Department Fire Department Review Control #D98 -0133 (510) May 1, 1998 Re: Group Health - 12400 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 1. City of Tukwila Fire Department Page number 2 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 10A -4 -4) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) 3. 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. 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 1013.1) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1003.5) 4. The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 3 Thomas P. Keefe, Fire Chief In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 5. Hallways in your building are constructed as one -hour rated exit corridors. In order to maintain this one -hour rating, doors leading into the corridor must be kept self - closing or the door hardware must meet certain criteria of the Building & Fire Codes. Please contact the Fire Prevention Bureau at 575 -4407 for further information. (UBC 1005.8 .1) 6. Any room having an occupant load of more than 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit from the room. Such sign shall be maintained legible by the owner or the owner's authorized agent and shall indicate the number of occupants permitted for each room use. (UFC 2501.16.1) 7. 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) 8. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than John W. Rants, Mayor hleadquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57S•4404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number 4 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) 9. 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 #1742. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 10. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 11. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 12. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 13. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 (- City of Tukwila Fire Department Page number 5 such condition or violation. Yours truly, cc: TFD file ncd The Tukwila Fire Prevention Bureau. John W. Rants, Mayor Thomas P. Keefe, Fin? Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575 -4404 • Fax (206) 5754439 tit ormr 0 o t, i u'J►''� PUBLIC I, 9�`�,f :1.-0 .:; 1 W; N�� AFFCONT.DOC 5/29/96 79 : 13Ari TI Ik H I LA._ ti': ri PM CITY OF TL.. WILA t` Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON ) j as, COUNTY OF KING Joe Neuenschwander, Capital Project Manager Group Health Cooperative , states as follows: P.2 F11-4 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington, The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 3 8.27.090, I consider the work authorized under this building permit to be exempt under No. _ , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform cons ruct' rrwork, AP ;n ANT Signed and sworn to before me this Z6 day of residing at 19 9t . OTARY PUBLI in and for the St ; of Washington, County. Name as commissionedc /i'aM 1 e. Live n o, My commission expires; ( 05. =0. '33 :; : f .„': : _ D96-0 133 1 I REA, E AREA B 1 71_1 J-"•":-, ° I 116 ., 1.,...... , ... ..,. „ 1,—.,i. . ,• .. l .• t r. ......... 1„,_ ..'1.i : t...., ... :: ''..: \\: \:':': ':::.':" .''r :1 :: ". ... ki ::.1 :74:':''''':::::::::::::::,.: ''t:'''''''.'''''.''''''''171:'':-...;''.:1:1?!:7•H''''' • • ,• „ ,,• • • ,,.c... 4,.....,..1:—...-. • ../. , . , .',,,.,,,,.,1, ... „„ • AE OF ,, WORK I. . ",. 1.1f L.,.„,..,.:\ , ,••• . 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By ( Dale Permit No. 179/1" D 133 F P N , , : CITY If BMW APKWO Jul. 8 1998 AS 40fEto rtinLo DiVN " • • • , • , • • .• „ . : , .•!1 • • H . • ,•• . !!. • FfiCiIVE5!• PLUU1 cf? 199 • . , • . ' ,• • " •.: • • • • ! • • , •• : : .""r NE EDLLI.Z. SPARLINb„ INC i2 , 5 ,,,,, --f ' - . ..,—, ... ....... 2 8 10 12 14 16 )8 20 22 24 28 28 30 : 40 t. 42 FONG , EVA TYPE DESCRIEMOhi 20/ 1 , SPARE , L, Or FICE C211 i o.,01 20, ■ 7 20 1 - 20/ 1 SPARE 0,12E C211 mIC :5. C0FIE: 1.4 2o/ 1 sP•ARE _L ,,,......., ,.„211, A.,,,,, 1.20, 20 1 11 20/ 1 PARE - E C2IL "I:=_X & C.OplE, .I 0.: 20 , t, 20/ 1 SPARE C211 , 09020 i 0.60 1 15 20, 1 17 20/ I 20 / I SPARE SPARE ' , ---- , I 1 IS I 2 - IMil 23 - , o 25 - ,.. 27 ,.. . 1 29 31 20/1 SPARE 20/ I ?Cy 1 SPARE SPARE ,,______ ,..,,t. f , 3..'..,.., '...:,-...,, , - i i 22( I SPARE .. 22( - I SPARE zoL i SPARE 1 HIM 1 , -- ------._____... 33 imps ___. 39 41 a , ___. --....,--,—............_., .---------- T h .. 1 COIEN. I NEC emmuutau W.) ; EAMF, ! :1, ' 125» 0. I00% I i 50M ,, .., ! 10E,2. ; - ,1.141 ; loot 10::. pin c,ix. CoNN, OM) z,70 MAC PACTP11 1.0o WIC 1.4.,11 LCAO_IFyAI N ' PHABS C Oak) 2.7 22.46 , FR0,4: OREM DWAIN C0011 S . SH11/4 TRIP D . SWRCHINO Dun , DOWNS2242,14 WAD INFORMATION lo '. 6.00 'FEWER a.T1-i: ' .E DER- 1 EllailliglEMIDE . FE IIMI -L'LL sTA1R ' -- 20003 , < irr r : RE1- 3.5,7 \ \-. 1 $cala:1/4° "Nir VICE Power. 8 VS tem & Communicatton Plan CORRiDOP. LC LH-1 RE1-17 RE1 C21 1 PLAN NOTES: FLAG NOTES: MICROWAvE COFFEE // 1. REFER TO SHEETS E1.2 & E1.7 FOR rIXTURE SCI MAINTAIN POWER TO EXISTING RECEPTACLES. ALL UNDERCANNET TASK LIGHTS SHALL BE PLUG AND CORD CONNECTED TO NEAREST 120V RECEPTACLE AND SHALL SE LOCALLY SWITCHED BY ROCKER SWITCH. PROVIDE LIGHTING CONTROLS SY ILC. INC. PER LIGHTING CONTROL WIRING DIAGRAM, SHEET El .2. CARRY UNSWITCHED CONDUCTOR TO EXIT LIGHTS AND SWITCH CONFERENCE AND OFFICE SPACE INDIVIDUALLY ANC SEPARATE FROM OPEN OFFICE. >. FIXTURES IN IDE ROOM ARE TO BE FURNISHED BY OWNER. CLEAN. RELAMP AND INSTALL EXISTING 2 LAMP FIXTURES. PROVOE LEDAUGHT "IN-LINE JOINER" INTERSECTION AT • THIS LOCATION., PROVIDE LUTRON NTF-10P-277 FLUORESCENT WALL BOX DIMMER. 1,0111. 1 f1 1. 111. 1,121 23 .00i 20, . 20, NOTES, TRIP 1.0 22,, , 1,2 11ESCR1.22.1 -- - 2 C , EXISTiNC 1 . - 711 ':1 : 20, , EXISTING EXISTING 7 -,-- -t- a 2 2?; I 2,00 115 EXISTINC 9 .-F-4-1- 1.0 20/ 2.00 lrS EXISTINu 20 2.011 LTS EXISTING 1.1 4-1--. 112, 2.00 LTS EXISTING. ib 16 20L CIS EXISTING 20 1 19 -20 20 2.00 ITS EXISTING 21 -22 LTS EXISTING 23 24 20 1 2.0,3 LTS EXISTING 25 - -t-,28 20 I LTS . EXISTING 27 28 20 1 LTS EXISTING , 29 30 TS EXISTING CONN. NICC X;IXAN (EVE) 3xr1 (KFAI A. 20.10 1.25 25 ES 20.66 S. 20 C.0 1.25 25.. 90,1 C: 1,001 25 2 122 2 1 NEC 7015.; 60,01 7 90.36 VC! IED RA SRUIN TRW o SwrrcHINO CFI DOWNIFIRSAM LOAD INFORSEATIO FEED TIM) LLICi GOCEILM LUGS A t A R e 17 0 A R C H E C TS R.O.C. CN r-11 C Tenant improvement 12400 W. MARGINAL WA', SEATTLE, WA 98124 SPAR,LING 1E1.21CTRI5AL ION11124201A2.40, WON.. OLSON Si . FINCINHOLOOY CONAMILFNK2 1ZOOL5vW 1 t 87LATTLIE. WA 0810 I -I *119 FAX Zeitt-887.0.84 1,1010 9108-887,t61 5 Et NO Revision D ZItD Li•••,:g•hting; &. •ia•q•••; r &Sye - a•HI•••..;•••;• • • • ' • • " • , D,AliiIND TITLE I IlOPEN OFFICE LIGI-ITING, POWER & COIVIMUNICATIONS SCALE PROJECT 660 PECEIVED 1'1, 4' CrTY 9 Fn iWAT-A DRAWN DNAWI NE) JUL 1 (1 7 1998 CHECKED PERMIT CENTER , 2- 1/2 'C, .1i j4 O,- 1 /14GN0 4' WALL MOUNTED DIRECT /INDIRECT FLUORESCENT FIXTURE. MEDIUM GLOSS BAKED WHITE ENAMEL FINISH. MOUNT +7' -3" AFF TO BOTTOM OF FIXTURE. LAMPS: LED WATTS: 7 MANUFACTURER: LEDALITE PERF -FORM SERIES ...LAMPS: TWO F32T8 WATTS: 62 SAME AS F7' EXCEPT WITH LUTRON "HI -LUME" COMPACT FLUORESCENT DIMMING BALLAST. 12' PENDANT MOUNTED INDIRECT FLUORESCENT FIXTURE. MOUNT 4-7' -3" AFF TO BOTTOM OF F x iU!7=:. MANUFACTURER: LEDALITE MINUET 8213 SERIES LAMPS. TWO F32T8/4' SECTION WATTS: 62/4' SINGLE FACE LED EXIT SIGN, PROVIDE FIXTURES TO MATCH EXISTING MAKE AND MANUFACTURE iN EXISTING BUILDING. PPOWID '.L AT LOU FLOOR R. _r DRAWING IT UF" q �5"f41 PARTIAL RISE DIAGRAM &I LOAD CALL. SCALE PROJECT NO 'NOISE '4,40 DRAWN ORA NO CHECKED TF n arw . ra RECEIVED CITY OF TUKWILA, JUL C 7 19 °8 PERMIT CENTER x! • TIN Stiff___,`:: t ..J_I PANEL PU - 189.1k',•7 PANEL PV - 156.31Vr. LOAD ADDFD TO MSOR 41. SECTION 3' PANEI 2MB - 150,4k ' TOTAL LOAD ON MSDB k1. SECTION 3: 495.8k VA (595 AMPS) (SWDB #1,: SECTION 3 IS. RATED 1600 AMPERES) PANEL PC, - 242.1.k VA PANEL LF- 45. !kVA PANEL 2MA- 155 4kVA PANEL RO: - 27.4kVA 37 BkVA (456 AMPS) (PANEL PC IS RATED 600' AMPERES) EXISTING I OAD ON PANEL PC: LOAD REMOVED FROM PANEI PC: :I LOAD ADDED TO. PANEL PC: TOTAL LOAD ON PANEL PC: EXISTING LOAD ON PANEL RE: LOAD ADDFD TO PANEL R8: TOTAI T OAD ON PANEL RR: EXISTING l OAD ON PANEI P8: 1 OAD ADDFD TO PANEI P8: TOTAL LOAD ON PANEL P8: EXISTING SFRVICF LOAD: ( T'. ITT R HIGH DEMAND) 150OkW 0 .8PF =1875kVA. 52.74kVA. PANEL RE1 - 8.OkVA 60.74kVA (168.3 AMPS) (PANEL 53 15 RATED 400 AMPERES) 146.6k VA PANEL RE1 B:OkVA PANEL LH 2.1kVA 156;7555 (188.1 AMPS) (PANEL PB IS RATED 400 AMPERES) LOAD ADDEO: PANEL LK - 1:1.3kVA PANEL RO 28.4kVA PANEL 2MA -', 1S4.9kVA PANEL 288- 150.9655 PANEL RE' .8.0kVA PANEL LH- 2.1655 TOTAL - 345 -10kVA i. TOTAI NEW SERVICE LOAD (1075k'VA)(1257) + (345.10VA) • 2688.9k VA (3227 AMPS (SERVICE IS RATED 5000 AMPERES) REMOVE PAN REMOVE ALL COND:: 5 WIRING HACK 50 PANEL "PC". PLANS REVIEWER: PLEASE SEE NOTE IN BUBBLE BELOW. PP 1510E PANEL 258 ". AT 1 LCO1ATION INDICATED OON FLOOR FLANS —� PROLACE 0_255 IN PANEL "PC" SUBFEED OF ( : .v:Y_ CON 100 HAS DISCOVERED THAT PANEL "P f" HAS All EXISTING LOAD OF S LOAD IS ALL ON SURFED LIGHTNG PANEL "LK "). SINCE 1 ME PANEL IS 400 AMP RATED AND IN THE 101 CF PAiJEL 2MA ", PANEL 2MA' WILL BE DELETED FROM THE JOB AND ALL LOAD WALL BE 5 TRANSFERRED TO PANEL "PI ". WASHINGTON STA TL, .ENERGY CODE-LIGHTING WATTS USED; (F8)- 5x186 =930 (F3D) -15x16 =930 (F1)- 3x62 =186 (F)- 4x =145 2 - -i/ "C, 4},4/0, I� ly 104 0ND , ) 1844S.F.x1.2W /S.F_ =2212 SWAT , S TOTAL: 2188WATTS cei . t i o Yf e m v 11 9' 12400 W. MARGINAL WAY EATTLE, WA 98124 _ r r Rik ;. s IAA P I N G ELkCYiNcAL E0000.70001,00, L0141.3 byx0IN Cs YACWWYOOY. 60140 3LIWA 7Y0 CLAM WAY -.WY. 1 100 89.A771.10, WA 98101 -1 AS 3 FAX 208 - 567 -0t0g04 PHONA 800- soi -oa. o Revisions Date Envelope Summary No Changes to Envelope Lighting Summary Provided by lighting power allowance method. Below total watts for interior = OK Mechanical Summary Compliance by complex system approach. GENERAL NOTES GENERAL 1. ME CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES. 2. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER /ARCHITECT/ENGINEER HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR DAMAGE TO PROPERTY CAUSED BY THE NEGUGENCE OF THE CONTRACTOR, HIS AGENTS, EMPLOYEES, OR SUBCONTRACTORS. 3. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT HIS OWN EXPENSE. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS. 4. NOT USED 5. CODES: ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFUCT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. DIMENSIONS 1. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT CF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING BATH THE WORK. 2. DIMENSIONS OF PLANS ARE TYPICAL TO THE FINISHED FACE OF WALLS, UNLESS NOTED OTHERWISE. 3. D0 NOT SCALE DRAWINGS: THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF DISCREPANCIES ARE FOUND. 4. COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF TIE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. FIRE PROTECTION 1. FIRE PROTECTION ALTERATIONS DESIGN -BUILD AS REQUIRED. SUBMIT AU. REQUIRED DRAWINGS TO ALL CODE OFFICALS AND FIRE MARSHALL. 2. PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY CODE. CONSTRUCTION 1. CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL, AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR TO BEUNNING THE WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WALL BLOCKING REQUIRED FOR WALL AND CEIUNG MOUNTED ITEMS. 3. THERE SHALL BE NO EXPOSED PIPE, CONDUITS. DUCTS, VENTS, ETC. ALL SUCH ONES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED ON CONSTRUCTION DRAWINGS. 4. OFFSET STUDS WHERE REWIRED 50 THAT FINISH WALL 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. PROVIDE PRESSURE TREATED WOOD AT ALL LOCATONS WHERE WOOD IS EXPOSED TO THE EXTERIOR OR WHERE WOOD COMES INTO CONTACT MTH CONCRETE OR SOIL. CEILING ,. CEILING HEIGHTS, WHERE INDICATED, ARE FROM FINISHED FLOOR TO BOTTOM OF CEILING FINISH SURFACE. FINISHES 1. ALL PAINT AND WALLCOVERINGS SHALL BE APPUED IN ACCORDANCE MTH THE MANUFACTURER'S RECOMMENDATIONS. 2. PREPARE FLOOR PER MANUFACTURER'S RECOMMENDATIONS TO PROVIDE LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS. MECHANICAL & ELECTRICAL i. FOR ELECTRICAL & MECHANICAL SYSTEMS SEE MECHANICAL AND ELECTRICAL DRAWINGS. 2. MECHANICAL & ELECTRICAL CONTRACTORS SHALL BE RESPONSIBLE TO MAINTAIN COMPLIANCE W1TH APPLICABLE CODES AND STANDARDS. AND OBTAIN ALL NECESSARY PERMITS AND APPROVALS. 3. DEVIATIONS FROM DIMENSONED LOCATIONS MUST BE APPROVED BY THE ARCHITECT OR OWNERS PROJECT MANAGER. 4. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHOULD BE CALLED TO TAE ATTENTION OF THE ARCHITECT. WASHINGTON STATE NON - RESIDENTIAL ENERGY CODE DATA DRAWING INDEX ARCHITECTURAL A0.1 SITE PLAN / COVER SHEET A1.1 EXISTING FIRST FLOOR PLAN A1.2 EXISTING SECOND FLOOR PLAN A1.3 EXISTING ROOF PLAN A2.0 DEMOLITION PLAN A2.1 FLOOR PLAN A2.2 REFLECTED CEILING PLAN A3.1 FURNITURE PLAN A9.1 DETAILS STRUCTURAL S1.1 S2.1 52.2 S5.1 GENERAL NOTES 2ND FLOOR PLAN ROOF PLAN FRAMING DETAIL:, ELECTRICAL E0.0 SYMBOLS, NOTES, SCHEDULES E1.1 POWER k SIGNAL PLAN 0.2 UGHPNG FLOOR PLAN M E C H A N I C A L M -0 LEGENDS k NOTES M -3 ROOF HVAC PLAN M -5.2 2ND FLOOR OFFICE AREA HVAC PLAN M -D.2 CHILLED WATER SYSTEM DIAGRAM M -S.1 HVAC SCHEDULES M -S.2 HVAC SCHEDULES LEGAL DESCRIPTION That portion of tracts 21, 22, 31, and 32, Riverside Interurban Tracts, according to the Plat recorded in Volume 10, of Plats, page 74, in King County, Washington, more particularly described as follows: Beginning at a point on the westerly margin of primary state Highway No. 1. Foster interchange to South 118th Street, as condemned under Superior Court Cause No. 646846, that bears south 0433'59" east 165.03 feet distant from the point of curvature of the west margin highway engineers' station 76 +05.30 said point also being the southeast corner of that certain tract of land as described in option agreement recorded under Auditors File No. 7506090402; thence south 0433'50" east along said margin 615.17 feet to a point lying 110 feet westerly of and opposite engineers' station 68 +25; thence south 5819'00" west along seid highway margin 230.32 reel; thence south 1809'20" east along said highway margin 16 80 feel to the south line of tract 32 of the Riverside Interurban Tracts; t hence north 8917'24" west 476.97 feel along the south line of tracts 31 and 32 to the easterly margin of East Marginal Way as established by warranty deed found in King County records, King Country Recorders No. 7412090465; thence north 1838'24" west 442.48 feet along said easterly margin; thence north 1254'24" west 443:48 -feet along - said easterly margin; thence north 100724" west 333.78 feet along said easterly margin to the southwest corner of option agreement recorded under Auditor's File No. 7506090402; thence south 891724" east parallel to the south line of tracts 31 and 32 Riverside Interurban Tracts, a distance of 774.30 feet to the point of beginning. s CODE INFORMATION 1. BUILDING ADDRESS 2. JURISDICTION 3. LAND USE ZONE 4. BUILDING CODE 5, CONSTRUCTION TYPE 6. OCCUPANCY GROUP & AREA 7. SCOPE OF WORK THIS PROJECT ALL WORK TO COMPLY TO THE FOLLOWING CODES: UNIFORM BUILDING CODE 1994 EDITION UNIFORM MECHANICAL CODE 1994 EDITION UNIFORM ELECTRICAL CODE. 1993 EDITION UNIFORM FIRE CODE 1994 EDITION UNIFORM PLUMBING CODE 1991 EDITION AMERICAN DISABILITIES ACT OF 1994 ANSI/NFPA 101 LIFE SAFETY CODE 1991 WASHINGTON STATE DEPT. OF HEALTH (D.O.H.) WASHINGTON STATE W.A.C. CHPTS 11,13, 20 WASHINGTON STATE FIRE LAWS AND AMENDMENTS 1990 WASHINGTON. STATE ENERGY.CODE 1995 WASHINGTON STATE VENTILATION CODE 1995 FIRE PROTECTION BY BIDDER DESIGN TO CONFORM TO NFPA 13 REQUIREMENTS SUBMIT DESIGN el DRAWINGS TO TUKWILA FIRE MARSHAL FOR APPROVALS. SITE PLAN SCALE: 1" = 100' CIRCULATION 12400 E. MARGINAL WAY 5. Seattle, Washington 98124 CITY OF TUKWILA M - 1 LIGHT INDUSTRY 1994 UBC w/ WA. STATE AMENDMENTS TYPE 5 -N SPRINKLERED & TYPE II -N SPRINKLERED EXISTING BUILDING 270,937 SF DEPARTMENT LAB PHARMACY OPTICAL WAREHOUSE FIRST FLOOR OFFICE SECOND FLOOR OFFICE SECOND FLOOR DINING TOTAL 108,353 SF NEW CONSTRUCTION INTERIOR TENANT IMPROVEMENTS ONLY 5,400 SF OFFICE SPACE 2ND FLOOR 476.97 EXISTING PARKING ..\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 774.30 PROPOSED NEW WORK 2ND FLOOR AREA 21,955 SF 16,735 SF 7,130 SF 21,890 SF 35,859 SF 18,145 5F 8,529 SF OCCUPANCY F1 F1 S2 \i__JI111{111111111H11111111H1 NORTH PROJECT TEAM Owner: Group Health Cooperative 521 Wall Street Seattle, WA 98121 206/448 -2355 Proj. Mgr: Joe Neuenschwander Architect: Clark Group Architects 4210 150th Ave SE Bellevue, WA 98006 425/747 -5778 Project Mgr: Alex Clark Struc ural: Swenson Say Faget 1921 Post Alley Seattle, WA 98101 206/443 -6212 Project Mgr: Dan Say LOCATION MAP SEPA R comp FOR: ECF ICAi- U \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ T - 0 ,„,„,... ❑ P EXISTING PARKING ITz17'4`� (7/ // /////// /// // //� _ � OHSU \ / / / / / / / / / / / / / / /tJ lIIIIIIIIilllIIllll'T j SOUTH 124th STREET / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / // PARKING CALCS AREA TYPE OCCUPIED AREAS (NON- WARI H011`IA l WAIBtHUU',E ARFo' IINUCCUI'If0 AREA MECH /ELEC /CORRU. TOTAL EXISTING STALLS 655 TOTAL REQUIRED STALLS 336 655 > 336, THEREFORE: OK Engineering Management Landis & Stefc 13020 NE 20th Street Bellevue, WA 98005 206/455 -3700 Project Mgr: Jeff Rogers ectrica!: Sparting 720 Olive Way Suite 1100 Seattle, WA 98101 -1853 206/244 - Project Mgr: Tim Evans Mechanical; Holaday Parks, Inc. 4600 S. 134th Place P. 0. Box 69208 Seattle, WA 98168 -9208 206/762 -3311 Project Mgr: BJ Giri [;') NORTH AREA PARKING REO. STALLS REO. 1118,353 `1 1/'000 >F 125 11,890 • 18,189 41,555 5F I 0 `2 n TOTALS - - 270337 SF - SEE ABOVE - -336 tfb -or2- CLARK GROUP ARCHITECTS 4210 150TH AVE SE BELLEVUE, WASHINGTON 90006 (425) 747 -5770 FAX (425) 747 -5921 R.O.C. - CN CaII Center Tenant Improvement 12400 W. Marginal Way Seattle, WA 98124 4, C H u alth Cooperative of Puget Sound L octerstand that the Plan Check approvals. :1 ' IiCT to errors and omission and appro. al o r , . nre 1 ,, ..:.anon oT am, 1 13 ,// a.;knowledged. Carl _ 5 Permit No. • a. FPN: 4650 0 No Revisions Date _' SUBMITTAL FOR PERM�T C1T TUKWITT SITS ,it : 4/20/98 Craw D I2:G 71U1cCt� i NOT PUBLISHED ALL RIGHTS RESERVED' DRAWING, SPECIFICATIONS. DESIGNS. 63,T IDEA AND ARRANGEMENTS FOR THIS PROJECT REPRESENTED THEREBI' ARE AND SHNL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED. ADAPTED, OR DXSTRBUTED TO OTHERS, SOLD . PUBLISHED SIR OTHERWISE WITHOUT THE PRIOR RMUEN 1 ONSENI OF AND APPROPRIATE , Owl TT, ININ 10 THE ARCHITECT NISUAI BOARS, iOUS OR :PECVIanoms SHNI Of :MAMIE CONCLUSNE EVIDENCE OT ACCEPTANCE OF MESE RESTRICnON', DRAWING TITLE SIte7Parkleg _ Plan General Notes SCALE As Shown DRAWN CHECKED Luc DATE 3/12,98 PROJEQT NO DRAWING NO 1 9 1998 98 F T0}T OF TU KVWL4 APR 2 0 `99 1: A 0 .1"'" Envelope Summary No Changes to Envelope Lighting Summary Provided by lighting power allowance method. Below total watts for interior = OK Mechanical Summery Compliance by complex system approach. GENERAL NOTES GENERAL 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA G< WORK IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES. 2. THE CONTRACTOR SHALL INDEMNIFY AND HOLD 119E OWNER /ARCHIIECT/ENONEER HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR DAMAGE 0 PROPERTY CAUSED BY THE NEGLIGENCE OF THE CONTRACTOR, HIS AGENTS, EMPLOYEES, OR SUBCONTRACTORS. 3. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK AND SHAL REPAIR SAID DAMAGE AT HIS OWN EXPENSE. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS 4. NOT USED 5. CODES: ALL WORK SHALL CONFORM TO THE APPUCABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFUCT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED NE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF All CONFLICTS. DIMENSIONS 1. ALL INFORMATION SHOWN ON. 114E DRAWINGS RELATIVE TO EXISTING CONDITIONS IS OVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. NE CONTRACTOR SMALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE WORK. 2 DIMENSIONS OF PLANS ARE TYPICAL TO THE FINISHED FACE OF WALLS, UNLESS NOTED OTHERWISE. 3. DO NOT SCALE DRAWNGS: THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF DISCREPANCIES ARE FOUND. 4. COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE W1TH THE DRAWINGS AND SPECIFICATIONS FIRE PROTECTION 1. FIRE PROTECTION ALTERATIONS DESIGN -BUILD AS REQUIRED. SUBMIT ALL REQUIRED DRAVANGS TO ALL CODE OFFICALS AND FIRE MARSHALL 2. PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REOUIRED BY CODE. CONSTRUCTION 1. CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL, AND ELECTRICAL ELEMENTS AND OTHER EXISTING 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 ONES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED ON CONSTRUCTION DRAWINGS 4. OFFSET STUDS WHERE REWIRED SO 1NAT FRRSH WALL SURFACES WILL BE FLUSH. 5. PROM GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. 6. GENERAL CONTRACTOR IS TO COORDINATE IITH ELECTRICAL AND PLWBING CONTRACTORS FOR ALL REWIRED ROUGH -INS, AND TRENCHING REWIRED FOR ELECTRICAL AND PLUMBING RUNS. 7. PROVIDE PRESSURE TREATED WOOD AT ALL LOCATIONS WHERE WOOD IS EXPOSED TO THE EXTERIOR OR WHERE WOOD COMES INTO CONTACT WITH CONCRETE OR SOIL CEILING 1. CEILING HEIGHTS, WHERE INDICATED, ARE FROM FINISHED FLOOR TO BOTTOM OF CUUNG FINISH SURFACE. FINISHES 1. ALL PAINT AND WALLCOVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. 2. PREPARE FLOOR PER MANUFACTURER'S RECOMMENDATIONS TO PROVIDE LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS. MECHANICAL & ELECTRICAL 1. FOR ELECTRICAL & MECHANICAL SYSTEMS SEE MECHANICAL AND ELECTRICAL DRAWINGS 2. MECHANICAL & ELECTRICAL CONTRACTORS SHALL BE RESPONSIBLE TO MAINTAIN COMPUANCE RIO APPLICABLE CODES AND STANDARDS AND OBTAIN ALL NECESSARY PERMITS AND APPROVALS. 3. SEIATIONS FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY THE ARCHITECT OR OWNERS PROJECT MANAGER. 4. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHOULD BE CALLED TO THE ATTENTION OF THE ARCHITECT. WASHINGTON STATE NON - RESIDENTIAL ENERGY CODE DATA Octs-o133 DRAWING INDEX A R C H I T E C T U R A L A0.1 SITE PLAN / COVER SHEET A1.1 EXISTING FIRST FLOOR PLAN A1.2 EXISTING SECOND FLOOR PLAN A1.3 EXISTING ROOF PLAN A2.0 DEMOLITION PLAN A2.1 FLOOR PLAN A2.2 REFLECTED CEILING PLAN A3.1 FURNITURE PLAN A9.1 DETAILS STRUCTURAL S1.1 GENERAL NOTES 52.1 25' FLOUR PLAN 522 ROOF PLAN 55.1 FRAMING DETAILS ELECTRICAL 0.0 SYMBOLS, NOTES, SCHEDULES EI.1 POWER & SIGNAL PLAN 0.2 UGHING FLOOR PLAN M E C H A N I C A L L M -O LEGENDS & NOTES M -3 ROOF INC PLAN M -S.2 2ND FLOOR OFFICE AREA HVAC PLAN M -D.2 CHILLED WATER SYSTEM DIAGRAM M -S.t HVAC SCHEDULES M -S2 HVAC SCHEDULES LEGAL DESCRIPTION That portion of tracts 21, 22, 31, and 32, Riverside Interurban Tracts, according to the Plat recorded in Volume 10, of Plats, page 74, in King County, Washington, more particularly described as follows: Beginning at a point on the westerly margin of :primary state Highway No. 1, Foster interchange to South 118th Street, as condemned under Superior Court Cause No. 646846, that bears south 0433'59" east 165.03 feet .distant from the point of curvature of the west margin; highway engineers' station 76+05.30 said point also being the southeast corner of that certain tract of and as described in option agreement recorded under Auditor's File No. 7506090402; thence south 0433'50" east along said margin 615.17 feet to a point lying 110 feet westerly of and opposite engineers' station 68 +25; thence south 5819'00" west along said highway margin 230.32 . feet; thence south 1809'20" east along said highway margin 36.80 feet to the south line of tract'321of the Riverside Interurban Tracts; thence north 891724" west 476.97 feet along the south line of tracts 31 and 32 to the easterly margin of East Marginal Way as established by - warranty duo found in King County records, King Country Recorder's No. - 74120-90465:- thence north - 1838'24" west 442.48 feet-along said easterly margin; thence north 1254'24" west 443.48 feet along said easterly margin; thence north 1007'24" west 333.78 feet along said easterly margin to the southwest corner of option agreement recorded under Auditor's File No. 7506090402; thence south 8917'24" east parallel to the south line of tracts 31 and 32 Riverside Interurban Tracts, a distance of 774.30 feet to the point of beginning. CODE INFORMATION 1. BUILDING ADDRESS 2. JURISDICTION 3. LAND USE ZONE 4. BUILDING CODE 5. CONSTRUCTION TYPE 6. OCCUPANCY GROUP & AREA 7. SCOPE OF WORK THIS PROJECT ALL WORK TO COMPLY TO THE FOLLOWING CODES: UNIFORM BUILDING CODE 1994 EDITION UNIFORM MECHANICAL CODE 1994 EDITION UNIFORM ELECTRICAL CODE 1993 EDITION UNIFORM FIRE CODE 1994 EDITION UNIFORM PLUMBING CODE 1991 EDITION AMERICAN DISABILITIES ACT OF 1994 ANSI/NFPA 101 LIFE SAFETY CODE 1991 WASHINGTON STATE DEPT. OF HEALTH (D.O.H.) WASHINGTON STATE W.A.C. CHPTS 11,13, 20 WASHINGTON STATE FIRE LAWS AND AMENDMENTS 1990 WASHINGTON STATE ENERGY CODE 1995 WASHINGTON STATE VENTILATION CODE 1995 FIRE PROTECTION BY BIDDER DESIGN TO CONFORM TO NFPA 13 REQUIREMENTS SUBMIT DESIGN & DRAWINGS TO TUKWILA FIRE MARSHAL FOR APPROVALS. SITE PLAN SCALE: 1" = 100' •\ \ \ \ \ \ \ \ \ \' CIRCULATION 12400 E. MARGINAL WAY S. Seattle, Washington 98124 CITY OF TUKWILA M - 1 LIGHT INDUSTRY 1994 UBC w/ WA. STATE AMENDMENTS TYPE 5 -N SPRINKLERED & TYPE II -N SPRINKLERED EXISTING BUILDING 270,937 SF DEPARTMENT LAB PHARMACY OPTICAL WAREHOUSE FIRST FLOOR OFFICE SECOND FLOOR OFFICE SECOND FLOOR DINING TOTAL 108,353 SF NEW CONSTRUCTION INTERIOR TENANT IMPROVEMENTS ONLY 5,400 SF OFFICE SPACE 2ND FLOOR 476.97 774.30` PROPOSED NEW WORK 2ND FLOOR to \\\\\ \ AREA 21,955 SF 16,735 SF 7,130 SF 21,890 SF 35,859 SF 18,145 SF 8,529 SF OCCUPANCY F1 F1 S2 EXISTING EARRING ( RID ' 1 �1 \ \ V EXISi6RS \ \\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\ \\.\\\\\\\ \\\\\ \ \\ \ \\ \\\. IP NORTH PROJECT TEAM Owner: Group Health Cooperative 521 Wall Street Seattle, WA 98121 206/448 -2355 Proj. Mgr: Joe Neuenschwander Architect: Clark Group Architects 4210 150th Ave SE Bellevue, WA 98006 425/747 -5778 Project Mgr: Alex Clark Structural: Swenson Say Faget 1921 Post Alley Seattle, WA 98101 206/443 -6212 Project Mgr: Don Say LOCATION MAP \____\_1111111111111111111111111111 /////////1////r///- / / / / / / / // / / / / / / /// L J E %ISRNG PARKING / // / / / / / / / / / / // SOUTH 124th STREET PARKING CALCS AREA TYPE OCCUPIED AREAS (NON- WAREHOUSE) WAREHOUSE AREAS UNOCCUPIED AREA MECH/ELEC /CORRS. TOTAL EXISTING STALLS 655 TOTAL REOUIRED STALLS 336 655 > 336, THEREFORE: OK Engineering Management Landis & Stefo 13020 NE 20th Street Bellevue, WA 98005 206/455 -3700 Project Mgr: Jeff Rogers lectrical: Spading 720 Olive Way Suite 1100 Seattle, WA 98101 -1853 206/244 - Project Mgr: Tim Evans Mechanical; Holaday Parks, Inc. 4600 S. 134th Place P. 0. Box 69208 Seattle, WA 98168 -9208 206/762 -3311 Project Mgr; BJ Giri a NORTH AREA PARKING REO. STALLS REO. 108,353 SF 3 /1000 SF 325 21,890 5F 1.0/'2000 'F II 38,289 SF 0 0 41,555 5F 0 TOTALS - 270,937 - SF SEE-ABOVE -- -- 338- CLARK GROUP ARCH®TEC TS 4210 150TH AVE SE BELLEVUE, WASHTN 06 (425) 747-5778 FA% (425 ) 747 - R.O.C. - CN Call Center Tenant Improvement 12400 W. Marginal Way Seattle, WA 98124 Cooperative of Puget Sound ApppC 1AE D p,PP y p Y 1 9 1998 FPN: 4650 No Revisions SUBMITTAL FOR PERMIT CITY OF TUKWILA NOT Puai O ALL RIGHTS RESERVED DRAWINGS. SPECIFICATIONS, DESIGNS, IDEA AND ARRANGEMENTS EDR THIS PROJECT. REPRESENTED MERU. WE AND SHALL .REMAIN THE PROPERTY „OF THE :AXCHRECI. .1€1 PARIIRAEOF P I ,REPROGICED. 1CIPTESED AR. tame. n 10 OPERS.IOTD .,INA ISNED , OR OTHERWISE WATROUT ADE :PRIOR ` AIRMEN :CONSENT OF.AND APPR5MATE - .PCNSATION 10 - .IIIE :NVnasot .h3111L costa, IDEAS DR SPECIE/CAPONS SRNL CONSTITUTE CONCLUSIVE TIDENCEOF ACCEPTANCE OF THESE RESTRICTIONS DRAWING TITLE eCA As Shown DRAWN CHECK. .uc DATE 3;12/98 --- Site/Parking Plan General Notes RECEIVED PR C Il RD . OFTUKWILA APR 2 0 1998 DRAWING NO Dots 4/20/98 PERMIT CENTER A01.1 f1 � V --I all.. :a i � • ■ � . K, .tiN texts - 01 Rai' WARP ., ,� , i A r J o R 1ii � F -1 OCCUPANC • 21,891 SF ( r ■ � g! 6111111kagi - % .� _Alit .f . CUPANCY ' IMP Nil 4,rA III Ill 'h.. iii li IMAM 1 PgS0(53 FIRST FLOOR EXITING PLAN SCALE: 1' = 30' TYPE 5 -N CONSTRUCTION TWO STORY NORTH TYPE 2 CONSTRUCTION ONE STORY B OCCUPANCY 20,921 SF A e ONE HOUR CORRIDOR (SHOWN HATCHED) NOTE: C 1. NO WORK ON FIRST FLOOR. BELLEVUE, W (425) 747 -5778 FA 4210 150TH AVE SE R.O.C. - CN Call Center Tenant Improvement 12400 W. Marginal Way Seattle, WA 98124 Group Health 0 Cooperative of Puget Sound o Revisions SUBMITTAL FOR PERMIT CITY OF TUKWILA NOT PUBLISHED ALL RIGHTS RESERVED DRAWINGS. SPECIFIC.AUGNS, DESIGNS. IDEA AND ARRANGEMENTS FOR THIS PROJECT REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, ADAPTED, OR DISTRIBUTED TO OTHERS. SOLD PUBLISHED OR OTHERWISE WITHOUT THE PRIOR WRITTEN CONSENT DE AND APPROPRIATE COMPENSATION TG THE ARCHITECT NSUAL DESIGNS, IDEAS OR SPECIFICATIONS SHALL CONSMTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, DRAWING TITLE CLARK GROUP ARCHIT flat 1 9 1998 E, o Soo o�'V1Si..R4 First Floor Existing Plan Date 4/20/98 SCALE PROJECT NO 48 p 98002RECERTED DRAWN DRAWING NO CRY OF TUKWILA APR 2 CHECKED 4JG 1ERMITCErE8 DATE 3112/9& ■ I L Exist. Wif -- ] � ` Stair _ -F+� , ' • � O% .yii Ariii ii ' bra © rasa rung erA 0 Exist Stair SECOND FLOOR EXISTING PLAN SCALE: 1" = 30' fNN NNlIHN AV A � � iaiiiAV ,vi r.p.% �1 . iii . _ � .U' i -- ■ _' ��( ■I New I / /�'r AREA OF WORK SEE SHEET A2.1 Exist. Stair L e g e n d ONE HOUR CORRIDOR (SHOWN HATCHED) 1 4210 150TH .A, SE (425) 747 -5778 R.O.C. - CN Call Center Tenant Improvement 12400 W. Marginal Way Seattle, WA 98124 Group Health 0 r Cooperative of Puget Sound No Revisions Date SUBMITTAL FOR PERMIT CITY OF TUKWLA 4/20/98 NOT P'UBUSHED PLI RIGHTS RESERVED DRAWINGS. SPECIFICATIONS, DESIGNS, IDEA AND ARRANGEMENTS FOR THIS PROJECT REPRESENTED THEREBY ARE A. SHALL REMAIN THE PROPER, OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED. DISCLOSED, ADAPTED. OP. DISTRIBUTED TO OTHERS, solo P'JBMSMED OP. CTH CONSE 'WITHOUT THE PRIOR WRITTEN CONSENT AND A COMPENSATION TO THE ARC VISUAL DESIGNS, CONSTITUTE C OR U C TIONS TET SHALL ONG THESE EVIDENCE OF ACCEPTANCE G THEiE ACCEPTANCE OF RESTRICTIONS. IONS DRAWING TITLE CLARK GROUP ARCHITECTS 2nd Floor Plan BELLEWE, 'WASHINGTON 98006 FAX (425) 747 -5921 SCALE PROJECT NO RECENED As Shawn 98mm�rrY OF TUKWI DRAWN DRAWING NO dPR ! 5 99P CHECKED A 1.2 P ERMIT CER AJC DATE 3� / O E CH. M S E MECH CH DWG. 1E ST ' }RA U I � TG . C e nvI MINA HIM Il U RB T , ,,II i I∎ IT N R ROOF T TOP EI1 `� NOTE SEE MECHANICAL DRAWING FOR ADDITIONAL CURB INFORMATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION, TYPICAL, NO EXCEPTONS TAKEN SKIRT FLASHING EXISTING ROOFING NEW FASTENER INTO DECK, @ 6 O.C. 6' OVERLAP. MIN. FULLY WELDED /!/ I ROOF CURB •....� SCALE: 3" - 1 1111111 111111 611 MECHANICAL UNIT VERIFY W/ MECH. DWGS. ROOFCAP EXHAUST UNIT, REFER MECH. FASTEN FLASHING SHEET PER ROOFING MFR. RECOMMENDATION AND SEAL/ COVER ALL FASTENERS, MP. FRAMED 2x10 CURD BASE FLASHING EXIST. ROOF DECK DECK MECH. DUCT SEE MECH. ROOF OPENING VERIFY W/ MECH. EXIST. 2x4 PANEL FRAMING REFER STRUCL NEW WOOD PURUN REFER STRUCT. RCOFCURE2 1)9 ® O O CO O© O O O O CO O O P O ®® O (3 EXISTING ROOF PLAN NOTE: 1. SEE STRUCTURAL DRAWINGS FOR NEW BEAMS AT MECH. AT ROOF. 2. SEE MECHANICAL DRAWINGS FIR NEW ECU!PMENT_ 3. SEEE MECHANICAL DRA'MNGS ECR EXISTING EQUIPMENT LOCATIONS 4210 150TH AVE SE eEL_EVUE. 'WASHINGTON 98006 (425) 747 -5778 FAX (425) 7 -5921 R.O.C. - CN Call Center Tenant Improvement 12400 W. Marginal Way Seattle, WA 98124 Group Health Cooperative of Puget Sound FPN: 4650 No Revisions Date SUBMITTAL FOR PERMIT CITY OF 1;K'MILA 4/20/98 NOT PUBLISHED All RIGHTS RESERVED DRAWINGS. SPECIFICATIONS. DESIGNS. ICEA AND ARRANGEMENTS FOR ?HIS PRO,CT REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF ARCHRECT. NO PART THEREOF SHALL :E REPRODUCED. DISCLOSED. ADAPTED. DISTRIBUTED TO OTHERS. SOLD . ',BUSHED CR OTHERWISE WITHOUT THE PR WRITTEN CONSENT OF AND 4PPRCPRIATE COMPENSATION TO THE ARCHITECT 'VISUAL DESIGNS, IDEAS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THES RESTRICTIO, . DRAWING TiTLE CLARK GROUP ARCHITECTS SCALE As Shown DRAWN CHECKED iJC DATE 4/9/98 v 0 2nd Floor Plan Al. PROJECT NO RECEIVED T FTUI(WI{A DRAWING NO PERMIT CENTER D�1� Legend kj L- -=-, EXISTING TO BE REMOVED EXISTING TO REMAIN General Demolition Note,: 1. SEE MECHANICAL AND ELECTRICAL FOR ADDITIONAL DEMOLITION WORD 2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK AND TO NOTIFY THE OWNER'S REPRESENTATIVE AS TO ANY DESCREPANCIES. 3. REMOVE ALL ELECTRICAL OUTLETS, TELEPHONE JACKS, SWITCHES, THERIOSTATS, SPEAKERS, ALARMS, ETC. THAT ARE LOCATED IN THE INTERIOR WALLS TO BE REMOVED OR WALLS WHERE A CONFLICT WITH NEW WORK EXISTS. IF UTILITIES ARE NOT TO BE EXTENDED, GAP IN A SAFE MANNER IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS. COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS. WHERE REMOVAL OF EXISTING CONDITIONS HAS OCCURRED, PATCH AS REQUIRED TO MATCH EXISTING ADJACENT SURFACES AND FINISHES. 5. DISPOSAL OF :DEMOLITION MATERIAL (NOT TO BE SALVAGED/ 15 THE RESPONSIBILITY OF THE CONTRACTOR BURNING ON THE PROJECT SITE 15 NOT ALLOWED. Demolition Flag Notes REMOVE EXISTING DOOR, FRAME AND HARDWARE. SALVAGE FOR OWNERS REUSE. F'v- I"IOvE EXISTING WALL, COORDINATE EXTENT OF REMOVAL WITH NEW WORK PLANS. REMOVE EXISTING FLOOR FINISH. PREPARE SUBSTRATE TO RECEIVE NEW .WISH PER NEW WORK 'FINISH SCHEDULE'. COORDINATE THE EXTENT OF REMOV AL WITH NEW WORK PLANS. REMOve EXISTING PLUMBING FIXT111 . IF UTILITIES ARE NOT TO BE EXTENDED, CAP IN SAS MANNER IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS. SEE MECHANICAL. REMOVE EXISTING KITCHEN CASEWORK SALVAGE FOR OWNERS REUSE. IRrtEMO, EXISTING CEILING. CONF 1/s' = I' - 0L ELEV (zoOE2 SHELL 5201 WAITING (F200w1) COPY F21 0 WAITING (F200W2) • STA R ( 200S4 ) DN. DEMOLITION PLAN �D229� II II EXISTING DUCT TO REMAIN I I I II II JJ B ,-0 I® L ! 0 ( D227 ) e 8 ( 0226 i CLARK GROUP ARCHITECTS 4210 150TH AVE SE BEUME. WASHINGTON 98006 (425) 747 -5778 FAX (425) 747 -5921 R.O.C. - CN CaII Center Tenant Improvement 12400 W. Marginal Way Seattle, WA 98124 Group Health e0 v Cooperative of Puget Sound DRAWING TITLE NOT PUBLISHED ALL RIGHTS RESERVED DRAWINGS. SPECIFICATIONS. DESIGNS. IDEA AND ARRANGEMENTS FOR THIS PROJECT REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPER, OF "HE ARCHITECT. NO PART THEREOF SHALL DE REPRODUCED, DISCLOSED, ADAPTED. MCP GISTPIBUTED TO OTHERS, SOLD 'UBL!SHED OR OTHERWISE 'WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT / UAL DESIGNS, IDEAS OR SPECIFICATIONS SHALL CONSTINTE CONCLUSNE DADENCE OF ACCEPTANCE OF THESE RESTRICTIGNS_ jl IAN{ 1 sg9`z FPN: 4650 No Revisions Date SUBMITTAL FOR PERMIT CITY OF TUK'NILA 4/20/93 c3 Demolition Plan REGISTERS AR^yFi TE .t AN AIJ /CLAR E OF V✓A$HINGTON PROJECT NO 1,E0EN a© ®@11' OF TUKW)LA SCALE a' _ ; -O' DRAWN DRAWING NO - CHECKED IVSMF1' cam DATE LJC 3 /24 /ea I 2.0 DOOR HEAD /JAMB (SIM) 5/8' GC EA. 9DE 3 5/8' METAL SPUDS, TYP. U.N.O. VERIFY WIDTH ® EXISTING PARTITION H.M. FRAME FRAME ANCHOR DOOR, REFER SCHEDULE FINISH CEUNG 0 CORRIDOR ACOUSTIC CDUNG ® OFFICE SPACES RERUENT BASE + m 1 HR RATED CORRIDOR PARTITION 3' - 0" HM DOOR 20 MIN. RATED (MATCH EXISTING) DOOR & WINDOW ELEVATION DOOR & WINDOW TYPES 1 HOUR RATED CORRIDOR LID WITH METAL STUDS AND 5/8" THICK GAR TYPE X TO MATCH EXISTING R R• RI I 5* 25 GA. X 3 5 8 MIL STUDS W 5/8' TYPE "X' GW8 0 EACH 9DE CONT. 20 GA. MIL. RUNNER ANCHORED TO FLOOR 0 IT 0.5. FINISH FLOOR (SEE FINISH SCHEDULE) ON CONCRETE FLOOR SLAB PAIRTIAL MECH. IRM PLAN I/O = HM RELITE 3/4 HR. RATED W/ WIRE GLAZING (MATCH EXISTING) L _ IlPalllllllll�llllllllllllilllll����( uiiilfi;_':;' iiilliiiilUIIIIIIIIIIIiIIIIIIlOi� !!IIIIIIIIIIIIIII � ►� SI CONE C215 OFFICE ( C202 ) 2 pq�-0133 CONE C216 INEW MECH. UNIT SEE MECH. DWGS MECH (520062) v L 6' -4" HM DOOR 20 MIN. RATED (MATCH EXISTING) STAIR 20051 _ DN. FRAME TYPES (2) 12- GA WIRES 0 8' -0" 0.0 OR TO RESIST 5 PSF. TRANSVERSE LOAD ATTACH W/ HAND WRAPPED TIGHT LOOPS ATTACH TO STRUCT. W/ P0WER Di84EN OR EXPANSION TWE ANCHORS ATTACH TO MAIN RUNNER PARALLEL OR PERPPENOICULAR TO PAR6TON. ACOUSTICAL BLANKET (7 -0' EA SIDE OF PARTITION WALL) ON ACOUSTIC CEILING SPACER k GASKET SHED WALL CUP CBUNG TRW SHED WALL FINISH FIR (REFER TO FINISH SCHEO.) ON CONC. a.AR in NON -RATED DEMOUNTABLE WALL HM DOOR 20 MIN. RATED (MATCH EXISTING) PAR0RO6 AS SCHEDULED H.M. FRAME FRAME ANCHOR 1/4" ARE GLASS SHED WALL CUP BASE TRIM REMOVABLE MTL STOP STA R TRAINING RIM ( D228 ) ID ( D232 ) DN. FRAME I OPNG OFFICE 0229 OFFICE 0231 ( RELITE HEAD /JAMB (SIM) A2. 2 -6' 53 1/2 OPEN OFFICE ( D227 ) I/S = 1 OFFICE C207 ) ( CONF C206 0 0 ooh PAN DUCT ENCLOSURE 6 -4" ALIGN WALL EDGES EXISTING 1 HOUR RATED CORRIDOR WALL 1T, 0 NOTE: 1. DEMOUNTABLE WALL BY SMED INTERNATIONAL, MFR. TO PROVIDE DOOR AND RELJTES IN DEMOUNTABLE WALL 2. DEMOUNTABLE WALL MFR. TO COMPLY WITH ALL APPLICABLE CODES. EXISTING NON -RATED WALL 2 1/2" 101 STUD FRAMING 5/8' G'A8 ONE SIDE ONLY. FIRE TAPE. MECHANICAL DUCT AT 2ND FLR 1 1 CLARK GROUP A RCHI / /TEC TS 4210 150TH A \E SE BELLEVUE. WASHINGTON 98006 (425) 747 -5778 FAX (425) 747 -5921 R.O.C. - CN Call Center Tenant Improvement 12400 W. Marginal Way Seattle, WA 98124 DRAWING TITLE SCALE I/5' = - 0' DRAWN CHECKED a)C DATE 309/95 Group Health Cooperative of Puget Sound FPN: 4650 No Revisions SUBMITTAL FOR PERMIT CITY OF TUKWLA Floor Plan Date 4/20/98 PROJECT NO RECENEO 9' DFTUKWILA DRAWING NO PERMIT OENTER A2.1 1��$-0133 O SEIS1 "11C eR ,ACING ® �� CALE 'i4. 1'_0. PER UBC. 1102 ELEV ( 200E2 ELEC ( 8201 ) I -6" OFY ( D241 7242 NEW CEILING GRID TO MAINTAIN EXISTING GRID POSITION, VERIFY 1 /0 = 1' -0' Innimplopinumnim issamboiwommin num n- 1--1 C1ILI�1G E IS7TIN tN Ut IC, DEGO HT TO 9 .. MATC - VERI Mid MEM= munonnionmonnnare I EFLECTED CEILINC. PLAN T NOTE: 1. FOR LIGHTING FI :(TURES AND LAYOUT SEE ELECTRICAL PLANS. 2. FOR FOR DIFFUSERS AND SUPPLY DUCTS SEE MECHANICAL PLANS. EXTEND OF NEW CEILING 1 NOT ?IdL,. ?LL DRAWINGS. SPEC !DEA AND ARRAN, =AMU REPRESEATED SHALL RE!AAN ARCHi , NO PART REPRODUCED. �'SCLO GSRIRUTED 7 0 OThERS CR O- HE.RWiSE - NRDBIN CONSENT CF CONPEN:Ai!CN TO lip DRAWING TITLE CHECKED AJC DATE 4//98 CLARK GROUP ARCHITECTS 4210 50, A'JE . BELLEVUE. WASHINGTON 93006 5) 747 -57'3 EA% (425) 747 -5721 R.O.C. - CN CaII Center Tenant Improvement 12400 W. Marginal Way Seattle, WA 98124 Group Health Cooperative of Pu Sound jED MAY 191998 I FPN: 4650 No Revisions Date SUBMITTAL FOR PERMIT CITY OF TUKN1LA 4/20/98 Floor Plan SCALE PROJECT NO VEV _ I' -0' 98002 DRAWN DRAWING NO RECEiv CI'I'YOFTUKWILA 7Sqp PERMITCENI'ER A2.2 N I� ELEV ( 200E2 ( ELEC B201 O STA R 20054 COPY DN. D231 IDF D232 M ir I J r MIN MIN b MUNI MIN. Elnpl �IM �IN � a I # ko b FURNITURE FLOOR PLAN I /B' I' -0 OPEN OFFICE ( D227 CONF C206 CLARK GROUP ARCHITECTS 4210 i50T'. -1 aVE SE BELLE�L'E V1AS�`��MG'ON ?9006 (4 � <� -5778 Fax (A25) ]4] -592'. R.O.C. - CN Call Center Tenant Improvement 12400 W. Marginal Way Seattle, WA 98124 FPN: 4650 No Revisions SUBMITTAL FOR PERMIT CITY OF TUKYALA NOT , AL'ISHED ALL DRAWINGS. SPEC '' AND ARRANGE RRO.ECT REPRESEN SHALL REMAIN THE PRO , RcHITECT. NO PART TH R REPRODUCED. DISCLOSED. AC, ED. GS TO OTF'EP.S. 5C, . PN9, - R OTHERWISE WITHOUT Ti �NRIREN CONSENT OF AND APRRUPR COMPENSATION TO THE ARCHITECT I' DESIGNS. IDEAS OR SPECTICAP CONSTITUTE CONCLUSIVE E+ ACCEPTANCE 0: THESE DRAWING TITLE CHECKED 4JC DATE 4/ /98 Group Health Cooperative of Puget Sound Floor Plan Py i 9 1993 Date SCALE PROJECT NO I' - 0' 98002 DRAWN DRAWING NO A3.1 4/20/98 RECENED CITY OF ZE,LA PERMIT CENTER GENERAL STRUCTURAL NOTES (The folio wing apply unless shown, otherwise on tre plans) CRITERIA ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE UNIFORM BUILDING CODE (1994 EDITION), AND SEATTLE BUILDING CODE MODIFICATIONS TO THE UNIFORM BUILDING CODE. 2. DESIGN LOADING CRITERIA ROOF LIVE LOAD 25 PSF FLOOR LIVE LOAD (MECHANICAL ROOMS) 50 PSF MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER WINK . 80 MPH, EXPOSURE "B" EARTHQUAKE ZONE 3, Rw = 6 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. SHE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT ANY STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. STRUCTURAL STEEL APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. 11. SHOP DRAWING REVIEW DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 12. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 108 AND 1701 OF THE UNIFORM BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING AND HIGH - STRENGTH FIELD BOLTING) 13. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. STEEL 14. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A. I.S. C. SPECIFICATIONS AND CODES: A. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN. B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1: "THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL COTFiGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS." C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 15. STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, Fy =36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A -53, TYPE E OR S, GRADE B, Fy=35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy =46 KSI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 16. ALL A -325 CONNECTION BOLTS SHALL BE APPROVED SELF LOAD INDICATING TYPES (SUCH AS BETHLEHEM LOAD INDICATOR BOLTS, LeJEUNE TENSION CONTROL BOLTS, ETC.)AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. 17. ALL WELDING SHALL BE IN CONFORMANCE WITH A. I. S. C. AND,A. W. S. STANDARDS AND SHALL BE PERFORMED BY W.A. B.O. CERTIFIED WELDERS USN; E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. WOOD 18. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W. C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER N0. 16: FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2X MEMBERS) HEM -FIR NO. 2 MINIMUM BASE VALUE, Fb = 850 PSI (3X AND 4X MEMBERS) DOUGLAS FIR N0. 1 MINIMUM BASE VALUE, Fb = 1000 PSI BEAMS: (INCL. 6X AND LARGER) DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS: (4X MEMBERS) (6X. AND LARGER) DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, Fc = 925 PSI DOUGLAS FIR N0. 2 MINIMUM BASE VALUE, Fc = 1300 PSI STUDS, PLATES & MISC. FRAMING: HEM -FIR STANDARD GRADE 2X6 STUDS AND PLATES: HEM -FIR STUD GRADE DECKING: (206 TO 4X8) HEM -FIR COMMERCIAL DEX MINIMUM BASE VALUE, Fb = 1350 PSI 19. LAMINATED VENEER LUMBER (LVL) SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL LAMINATED VENEER LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH NER -126 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: Fb =2600 PSI, E =1800 KSI, Fv =285 PSI DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS -JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I. C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. 20. STRUCTURAL WOOD PANEL SHEATHING (PLYWOOD) SHALL BE APA RATED PANELS WITH EXPOSURE 1 CLASSIFICATION. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 40/20. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 21. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO.0 -98. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. 22. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE 6d 8d 10d 12d 16d NAIL SIZE . 6d 8d 10d LENGTH 2 2 -1/2" 3 3 -1/4" 3-1/2" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. B. STAPLES - THE FOLLOWING STAPLES MAY BE SUBSTITUTED FOR NAILING OF PLYWOOD (APA RATED SHEATHING): EQUIV. STAPLE 16 GA. 15 GA. 13 GA. DIAMETER 0. 113" 0. 131" 0.148" 0. 148" 0. 162" MINIMUM LENGTH 1 -3/4" 1 -3/4" 1 -3/4" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE STAPLES, THEY SHALL SUBMIT STAPLE SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUC- TION) FOR REVIEW AND APPROVAL. C. NAILS AND STAPLES - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 23. WOOD FRAMING NOTES -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 23 -I-Q OF THE UBC. UNLESS OTHERWISE NOTED, ALL NAILS SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO UBC CHAPTER 23, DIV. III, SECTION 2337. 1.2. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16" 0.C. AT INTERIOR WALLS AND 2x6 @ 24" 0.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID- HEIGHT OF ALL STUD WALLS OVER 8'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH l6d @ 12 0.C. AND LAP MINIMUM 4' -0" AT JOINTS AND PROVIDE SIX 16d NAILS @ 4 O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 12 0.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @ 4'-0" 0.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT - UP POSTS SHALL BE NAILED TO EACH OTHER WITH I6d @ 12" 0.C. STAGGERED. REFER TO THE PLANS AND SHEARWALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON IN- TERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING WITH NAILS @ 7 O.C. USE 5d COOLER NAILS OR 1/2" GWB AND 6d COOLER NAILS FOR 5/8" GWB. PROVIDE 1/2 (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UN- SUPPORTED EDGES), AND TOP AND BOTTOM PLATES WITH 8d @ 6" 0.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d @ 12" 0.C. ALLOW 1 /8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING @ 8' 0.C. AND SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH :IMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16d @ 12" 0.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS @ 6" 0.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" 0.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE - AND- GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" O.C,UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. TONGUE -AND- GROOVE STRUCTURAL ROOF AND FLOOR DECKING SHALL BE INSTALLED AT FOLLOWS: 20 DECKING SHALL BE TOENAILED THROUGH THE TONGUE AND FACE - NAILED WITH ONE 16d NAIL PER PIECE PER SUPPORT. 3X AND 4X DECKING SHALL BE TOENAILED WITH ONE 40d NAIL AND FACENAILED WITH ONE 60d NAIL PER SUPPORT. COURSES SHALL BE SPIKED TOGETHER WITH 8 SPIKES @ 30 0.C. (MAXIMUM) AND @ 10" (MAXIMUM) FROM THE END OF EACH PIECE. SPIKES SHALL BE INSTALLED IN PREDRILLED EDGE HOLES. ALL DECKING SHALL BE PLACED WITH A CONTROLLED RANDOM LAYOUT. EACH PLANK SHALL BEAR ON AT LEAST ONE SUPPORT. END JOINTS SHALL BE CONNECTED WITH 10 GAUGE METAL SPLINES DRIVEN INTO PRE -CUT SLOTS. TONGUE AND GROOVE JOINTS SHALL BE GLUED WITH CONSTRUCTION ADHESIVE WHERE NOTED ON PLAN. 9 CLARK CROUP ARCHITECTS ?2i0 !SOT,: FYE SE BEL_E`UE, 4/ASHHUGTOIJ 98006 (a25) 7a'; -5778 < (a25) 7�7 -5921 R.O.C. - CN Call Center Tenant Improvement 12400 W. Marginal Way Seattle, WA 98124 DRAWING TITLE Group Health Cooperative of Puget Sound Swenson Say Fagot A Structural Engineering Corporation 1925 Poet Ahoy, , Seattle, WA 98101 Ft, (206) 443-6212 Fx (206) 443-4870 NOT PUBLISHED ALL .RIGHTS RESERVED DRAWINGS, SPECIFICATIONS, DESIGNS, IDEA AND ARRANGEMENTS FOR THIS PROJECT REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, ADAPTED, OR DISTRIBUTED TO OTHERS, SOLD , PUBLISHED OR OTHERWISE WITHOUT THE PRIOR WRITTEN CONSEM OF AND PRPRNT COMPENSATION TO THE ARCHITE O VISUAL E DESIGNS, E/5 OR SPECIFICATIONS SHALL CONSTITUTE EPT T CONCLUSIVE EVIDENCE OF ACCEPTANCE E OF THESE RESTRICTIONS. I /8" = I' - 0" DRAWN 51-Tv CHECKED JAN DATE 3/25/98 No Revisions Date GENERAL STRUCTURAL NOTES SCALE PROJECT NO DRAWING NO 98516 -01 cr TR :;? P 13S18 1 I PERMIT CENTER ) K, o= cD i r7 c 003-01 0 co s =00 1 / -S II 1 1 -0 " eD EXIST. CONC. TOPPING OVER METAL DECK OD 00 co Co r7 _00 F AN CLARK GROUP RCHI TEC TS 4210 Z7'-'51/ E SE BELLE�RIE, WASHINGTON 98006 (425) 8 FAX (425) 747 -5921 R.O.C. — CN Call Center Tenant Improvement 12400 W. Marginal Way Seattle, WA 98124 Group Health Cooperative of Puget Sound Swenson Say Fagot A Structural Eniinaarini Corporation 1925 Poet Airy, Seattle, WA 98101 Ph (206) 4436212 Fx (206) 443 -4870 DRAWING TITLE WI 5 1998 NOT PUBLISHED ALL RIGHTS RESERVED DRAWINGS, SPECIFICATIONS, DESIGNS, IDEA AND ARRANGEMENTS FOR THIS PROJECT REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, ADAPTED, OR DISTRIBUTED TO OTHERS, SOLD , PUBLISHED OR OTHERWISE WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCH ECT VISUAL DESIGNS, IDEAS OR SPECIFICATIOiS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. No Revisions Date SECOND FLOOR PLAN SCALE PROJECT NO I /8" DRAWN DRAWING NO TMY CHECKED J4 DATE 3/25/98 98516 -01 RECE RIEp CITYOFTUKWILA s 2 ` ] APR29 19DD J PERMIT CENTER DqV 0133 cio) IRoO F A\ 1 / _ S " = 1 1 -0 11 i CLARK GROUP ARCHITECTS 4210 150TH A. SE BELLEVUE. WASHINGTON 98006 (425) 747 -57'8 FAX ( 747 -5921 Roc. — CN Call Center Tenant Improvement 12400 W. Marginal Way Seattle, WA 98124 Group Health Cooperative of Puget Sound Swenson Say Faget A Structural Engineering Cerporitiee 1 925 Post May, Seattle, WA 98101 Ph (206) 443-6212 Fx (206) 443 -4870 NOT PUBLISHED ALL RIGHTS RESERVED DRAWINGS, SPEIFICATIONS, DESIGNS, IDEA CT PRRPNGED THEREBY FOR THIS PROJECT REPRESENTED THEREBY PRE AND ARCHITECT. CT. N THE PROP. THEREOF SHAH_ THE REPRODUCED, PART THEROF HALL BE DISCLOSED, ADAPTED, OR DISTRIBUTED OTHERS, SON , ,PUBLISHED ED OTHERWISE OR OTHERWIWI OTHERS, SE WITHOUT THE PRIOR WRIREN CONSENT A APPROPRLITE COMPENSATION TO THE ARCHITECT VISUAL DESIGNS, IDEAS OR SPECIFICATIONS SHAH CONEIME CONCLUSIVE EVIDENCE OF RESTRICTIONS. ACCEPTANCE OF THESE RESTRICT lONS. No Revisions Date DRAWING TITLE ROOF PLAN SCALE DRAWN TMV CHECKED JAI DATE 3X2/8 PROJECT NO DRAWING NO 98516 - 01 RECENEp S / •.MtT ENTER 819 L0x9 /,5 'X3 810 LZxe /1S '51 u — 810 L5x9 /l8 'X3 (,A L +) 810 L0x9 /4 '51 (. +) ( +1 ") EX. 5 GLB ( + cn EX. 5 GLB (2) LVL 1 ( +1 ") ( +1 ") L EX. 5 GLB ( "zh 1 +) (2) Pk 1 4/S5.1 LVL 1 I i EX. 5 GLB LVL 13/4(111/4 r � X'1) 15 '01 ,r ( +1 EX. 5 GLB - - - - -- I - - -- 819 15x8/ 'X3 rfi (,,H) 819 10 'X3 ° ( " +) 819 10 /4 ' X3 ■ L (.1+) , (+1 ■ EX. 5 GLB (+1") EX. 5 GLB EX. GL 5 EX. GL 5 �m M EX. GL 3 / \ 8x5 'X3 EX. GL 5 klvr x � ; ti m • L. \\ EX. 4x14 EX. GL 3 x � I ® (u L+) 19 2 /15589/24 'X3 ,' ( "5/11 +) EX. 5 GLB , , EX. 5 GI EX. 5 GLB ( +1 EX. 5 GLB 810 L0x8 /4 'X3 (" +) (+1 EX. 5 GLB (+11/2 " ) EX. 5 GLB 819 52 'X3 („241+) 810 55 '01 („ Z /p) ( +11/2 ") 815 45 '03 („Z41+) ( "z /l1 +) rr DqV 0133 cio) IRoO F A\ 1 / _ S " = 1 1 -0 11 i CLARK GROUP ARCHITECTS 4210 150TH A. SE BELLEVUE. WASHINGTON 98006 (425) 747 -57'8 FAX ( 747 -5921 Roc. — CN Call Center Tenant Improvement 12400 W. Marginal Way Seattle, WA 98124 Group Health Cooperative of Puget Sound Swenson Say Faget A Structural Engineering Cerporitiee 1 925 Post May, Seattle, WA 98101 Ph (206) 443-6212 Fx (206) 443 -4870 NOT PUBLISHED ALL RIGHTS RESERVED DRAWINGS, SPEIFICATIONS, DESIGNS, IDEA CT PRRPNGED THEREBY FOR THIS PROJECT REPRESENTED THEREBY PRE AND ARCHITECT. CT. N THE PROP. THEREOF SHAH_ THE REPRODUCED, PART THEROF HALL BE DISCLOSED, ADAPTED, OR DISTRIBUTED OTHERS, SON , ,PUBLISHED ED OTHERWISE OR OTHERWIWI OTHERS, SE WITHOUT THE PRIOR WRIREN CONSENT A APPROPRLITE COMPENSATION TO THE ARCHITECT VISUAL DESIGNS, IDEAS OR SPECIFICATIONS SHAH CONEIME CONCLUSIVE EVIDENCE OF RESTRICTIONS. ACCEPTANCE OF THESE RESTRICT lONS. No Revisions Date DRAWING TITLE ROOF PLAN SCALE DRAWN TMV CHECKED JAI DATE 3X2/8 PROJECT NO DRAWING NO 98516 - 01 RECENEp S / •.MtT ENTER 3 /4 " =1 - 0 " 1 3 /4 " =1 - 0' 3 /4 " =1' -0" 9 3/4 " =1' -0" 2 3/4 " =1' -0" 10 BEAM PER PLAN BEYOND BEAM PER PLAN-" HANGER MIU 1.81/9 – BLOCK SOLID TO —� SUPPORT PLYWOOD EX. 2x4 RAFTERS BEAM PER PLAN (FOR HANGERS SEE 8/S5.1) PROVIDE 4x4 BLOCKING BELOW RELIEF FAN EX. GL BEAM BEYOND BEAM PER PLAN LOCATED BELOW RELIEF FAN LOAD POINTS EX. 4x14 PURLIN w/ FACE HANGER HUS412 BEAM PER PLAN EX. 4x14 PURLIN BEAM PER PLAN w/ FACE HANGER MIU1.81/9 PROVIDE NEW 2x4 RAFTER AT EDGE OF OPENING AS REQUIRED 1 RELIEF FAN (SEE MECH'L) EX. 2x4 RAFTERS FACE HANGER HUS412 TYP. BEAM PER PLAN LOCATED BELOW RELIEF FAN LOAD POINTS EX. 2x4 RAFTERS DUCTWORK (SEE MECH'L) 3 /4 " =1' -0" 4 DUCTWORK (SEE MECO...) BEAM PER PLAN - HANGER MIU 1.81/9 3 /4 " =1' -0" 8 3 /4 " =1' - 0" 12 CLARK GROUP ■ A RCHI TEC TS 4-210 150TH AVE SE BELLEWE, 'WASHINGTON 98006 (425) 747 -5778 FAX (425) 747 -5921 R.O.C. — CN Call Center Tenant Improvement 12400 W. Marginal Way Seattle, WA 98124 No Revisions DRAWING TITLE SCALE DRAWN Triv CHECKED JAH DATE 3/25/98 Group Health Cooperative of Puget Sound Swenson Say Fagot A Structural Einsinoerin6 Corporation 1325 Post Ale,; Seattle, WA 98101 Ph (206) 443 -6212 Fx (206) 4434870 ssro 3 2 S pdf I D8IRES 9/25 /q q 1 NOT PUBLISHED ALL RIGHTS RESERVED DRAWINGS, SPECIFICATIONS, DESIGNS, IDEA AND ARRANGEMENTS FOR THIS PROJECT REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHNECT. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, ADAPTED, OR DEBTIBUTED TO OTHERS, S. , PUBLISHED OR OTHERWISE WITHOUT THE PRIOR WRIREN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT VISUAL DESIGNS, IDEAS OR SPECIFICATIONS SHALL CONSTITUTE CONCWSNE ENOENCE OF ACCEPTANCE OF THESE RESTRICTIONS. FRAMING DETAILS PROJECT NO DRAWING NO Date 98516 -01 COY RECEIVED mu 5 -1 P7? 0 1999 F ` CENiEA - -s 0 — V — 1 1 C7 V T EQUIPMENT PANEL — 208 VOLT SYSTEM PANEL — 480 VOLT SYSTEM EQUIPMENT CONNECTION, E = EMERGENCY POWER MOTOR CONNECTION SINGLE PHASE MOTOR CONNECTION 3 PHASE CONTROL FUSED SWITCH (FUSE RATING INDICATED) DISCONNECT SWITCH MOTOR STARTER — MAGNETIC MANUAL STARTER COMBINATION MOTOR STARTER DISCONNECT. SWITCH CIRCUITS RACEWAY CONCEALED IN CEIUNG OR WALL HASH MARKS INDICATE NUMBER OF WIRES. #12 AWG WIRE UNLESS OTHERWISE NOTED. TWO WIRES IF NO HASH MARK SHOWN. LONG HASH MARK DENOTES NEUTRAL. • INDICATES GROUND WIRE. RACEWAY CONCEALED IN FLOOR OR WALL RACEWAY EXPOSED RACEWAY UP RACEWAY DOWN RACEWAY STUB —OUT WITH BUSHING HOME RUN TO PANEL OR LOCATION NOTED CIRCUIT CONTINUATION JUNCTION BOX PULL BOX EXISTING RACEWAY (IF HASH MARKS ARE SHOWN PULL NEW CONDUCTORS) ELECTRICAL RISER FUSED SWITCH CIRCUIT BREAKER FUSE OR CURRENT UMITF.R GROUND CONNECTION IDENTIFICATION SYMBOL FOR FEEDER SIZES AVAILABLE SHORT CIRCUIT CURRENT LIGHTING FLUORESCENT FIXTURE, DRAWN TO SCALE ON PLANS — LETTER IN FIXTURE INDICATES SWITCHLEG CONTROL FLUORESCENT STRIP FIXTURE, DRAWN TO SCALE 04 FIXTURE WALL MOUNTED TRACK LIGHT FIXTURE SUPPLIED FROM EMERGENCY CIRCUIT ® EXIT SIGN — DIRECTIONAL ARROWS AS INDICATED, SHADED SIDES ILLUMINATED (ABC) UGHT FIXTURE TYPE — SEE FIXTURE SCHEDULE SWITCH — SINGLE POLE SUBSCRIPTS a,b, etc., DENOTES CIRCUIT CONTROLLED 3 WAY SWITCH 1)9VOt SYMBOLS & ABBREVIATIONS • W �' DUPLEX RECEPTACLE 120V, MOUNTED 3" ABOVE COUNTER BACKSPLASH >� DOUBLE DUPLEX RECEPTACLE 120V O DUPLEX RECEPTACLE 120V, EMERGENCY CIRCUIT DOUBLE DUPLEX RECEPTACLE 120V, EMERGENCY CIRCUIT DUPLEX RECEPTACLE — GROUND FAULT CIRCUIT INTERRUPTER TYPE DUPLEX RECEPTACLE INSTALLED IN ELECTRIFIED OFFICE FURNITURE WALL PANEL DEVICE FURNISHED WITH WALL PANEL BY OTHERS, INSTALLED BY E.C. CEIUNG COMMUNICATION AND POWER ENTRY TO ELECTRIFIED FURNITURE. BASE COMMUNICATION AND POWER ENTRY TO ELECTRIFIED FURNITURE. SPIDER POWER DISTRIBUTION BOX SPIDER COMMUNICATION DISTRIBUTION BOX GFI Et Ig RECEPTACLES DUPLEX RECEPTACLE 120V DOUBLE DUPLEX RECEPTACLE INSTALLED IN MODULAR MOVEABLE SMED WALL PANEL DEVICE FURNISHED AND INSTALLED BY OTHERS. POWER CONNECTION MADE BY CONNECTING ARMORED CABLE TO SPIDER ELECTRICAL DISTRIBUTION BOX. at TWO GANG OUTLET BOX WITH A DUPLEX RECEPTACLE AND SPACE FOR DATA OUTLETS INSTALLED SMED WALL PANEL DEVICE FURNISHED AND INSTALLED BY OTHERS. POWER CONNECTION MADE BY CONNECTING ARMORED CABLE TO SPIDER ELECTRICAL DISTRIBUTION BOX. $ FOUR GANG OUTLET BOX WITH ONE UTILITY DUPLEX RECEPTACLE, ONE COMPUTER DUPLEX RECEPTACLE AND SPACE FOR DATA OUTLETS INSTALLED SMED WALL PANEL DEVICE FURNISHED AND INSTALLED BY OTHERS. POWER CONNECTION MADE BY CONNECTING ARMORED CABLE TO SPIDER ELECTRICAL DISTRIBUTION BOX. TELEPHONE & COMPUTER SYSTEMS TELEPHONE OUTLET, PROVIDE SINGLE GAG MUD RING AND 3/4 "C TO ACCESSIBLE CEILING SPACE TELEPHONE OUTLET — WALL MOUNTED, PROVIDE SINGLE GANG MUD RING AND 3/4C TO ACCESSIBLE CEILING SPACE DATA COMM OUTLET INSTALLED IN ELECTRIFIED FURNITURE BY OTHERS D COMPUTER OUTLET, PROVIDE SINGLE GANG MUD RING AND 3/4C TO ACCESSIBLE CEILING SPACE DATA /COMM OUTLET, PROVIDE SINGLE GANG MUD RING AND 1 TO ACCESSIBLE CEIUNG SPACE OUTLET MOUNTING PEIGHTS SPECIAL OUTLET HEIGHTS ARE SHOWN ON THE ELECTRICAL DRAWINGS OR ON THE ARCHITECTURAL DRAWINGS. IF SPECIAL OUTLET HEIGHTS ARE NOT SHOWN GB REQUIRED, THEN LOCATE OUTLETS AS NOTED BELOW. OUTLET HEIGHTS ARE MEASURED FROM THE FINISHED FLOOR TO THE CENTERLINE OF THE OUTLET UNLESS OTHERWISE NOTED. RECEPTACLES UGHT SWITCHES CLOCK OUTLET PANELBOARDS TELEPHONE OUTLET — DESK TELEPHONE OUTLET — WALL COMPUTER OUTLET — DESK MANUAL STATION FIRE ALARM VISUAL ALARM LIGHT FIRE ALARM HORN, CHIME FIRE ALARM CONTROL PANEL + 18 INCHES VERTICAL + 4 FEET SET VERTICAL + 6 FEET, 8 INCHES + 6 FEET TO TOP OF PANELBOARD + 18 INCHES VERTICAL + 54 INCHES VERTICAL + 18 INCHES VERTICAL + 4 FEET + 80 INCHES OR 6 INCHES BELOW CEILING WHICH EVER IS LOWER + 80 INCHES OR 6 INCHES BELOW CEILING WHICH EVER IS LOWER + 6 FEET TO TOP ▪ MAGNETIC DOOR SWITCH ® SECURITY CONTROL PANEL ® ENTRY /EXIT KEYPAD D 0 A ACH AFF AG A, AMP AWG CB CKT DED EC FA FBO FBOIC F1O G, GND GFI, GFCI HP IH J— BOX SECURITY SYSTEM FIRE ALARM SYSTEM PUBLIC ADDRESS SYSTEM D ELECTRIC STRIKE 13 MANUAL STATION O SMOKE DETECTOR (D INDICATES INSTALLATION IN DUCT) O HEAT DETECTOR (D INDICATES INSTALLATION IN DUCT) Di FIRE ALARM HORN E1 VISUAL ALARM LIGHT — WALL MOUNTED OB SPEAKER — FLUSH CEIUNG MOUNTED. NUMBER = ZONE POs SPEAKER — WALL MOUNTED AT +84 AFF 0, VOLUME CONTROLLER WALL MOUNTED AT +54" AFF. NUMBER =ZONE As SPEAKER — MUSIC ONLY GENERAL NOTES 1. COMPLY WITH NATIONAL ELECTRICAL CODE 1996 EDITION AND WAC 296 -46. 2. THE LOCATIONS OF ELECTRICAL DEVICES OR UGHTING FIXTURES INDICATED ON ARCHITECTURAL PLANS ELEVATIONS OR SECTIONS TAKE PRECEDENCE OVER LOCATIONS INDICATED ON THE ELECTRICAL DRAWINGS. 3. REFER TO THE ARCHITECTURAL REFLECTED CEIUNG PLANS FOR EXACT UGHTING FIXTURE LOCATIONS. WORK DEFINITION FLAG NOTE REVISION SYMBOL ELECTRICAL DETAIL SYMBOL EXISTING EQUIPMENT OR DEVICE ABBREVIATIONS ABOVE COUNTER HEIGHT MFR MANUFACTURER ABOVE FINISHED FLOOR MW MICROWAVE ABOVE GRADE N NEUTRAL AMPERE NIC NOT IN CONTRACT AMERICAN WIRE GAGE CIRCUIT BREAKER CIRCUIT DEDICATED ELECTRICAL CONTRACTOR FIRE ALARM FURNISHED BY OTHERS FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR FURNISHED AND INSTALLED BY OTHERS GROUND GROUND FAULT CIRCUIT INTERRUPTER HORSEPOWER INSTA —HOT WATER DISPENSER JUNCTION BOX R RACEWAY RO RACEWAY ONLY RECEPT RECEPTACLE REF REFRIGERATOR SPECS SPECIFICATIONS SW SWITCH SWBD SWITCHBOARD TELE TELEPHONE TYP TYPICAL ✓ VOLT W WITS: OR WATT WP WEATHERPROOF XFMR TRANSFORMER 0 PHASE CLARK GROUP ARCHITECTS 4210 150TH AVE SE BELLEVUE. WASHINGTON 98006 (425) 747 -5778 FAX (425) 747 -5921 R.O.C. - CN CaII Center Tenant Improvement 12400 W. MARGINAL WAY SEATTLE, WA 98124 SPARLING No Revisions DRAWING TITLE SCALE NONE DRAWN CLUCTI10AL IONe®Iw.. 1,81I.1rtM OtlMw • 7ttalm 11.067 Co11t11LTM 720 OYVW WAY• Wf 1 100 .1t FAX. WA.1810l -1q.1 PAW 206-111117-0.1114 P.011. 2011-1111187-0.18.1 EXPIRES 5 -18 -99 NOT PUBLISHED ALL RIGHTS RESERVED DRAWINGS, SPECIFICATIONS, DESIGNS, IDEA AND ARRANGEMENTS FOR THIS PROJECT REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARICHIIECT. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, ADAPTED, OR 06TRIBUITD TO OTHERS, SOLD , PUBLISHED OR OTHERWISE WITHOUT THE PRIOR WRITTEN CONSENT Of AND APPROPRIATE COMPENSATION TO THE ARCHITECT VISUAL OESIONS, IDEAS OR SPECBIGPONS BOLL CONSTITUTE CONCLUSNE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. CI7ti uF FI� p.FF SYMBOLS & ABBREVIATIONS PROJECT NO DRAWING NO MAY 1 9 1995 SIC.Y: Data CTY OF TUKWILp APR 2Qf978 CHECKED PERMIT CENTER DATE ai 4/1/98 s