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Home My WebLink AboutPermit D99-0069 - Group Health Cooperative - Tenant ImprovementGroup Health Cooperative J. • City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Signature: Print Name: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 734060-0480 Address: 12400 EAST MARGINAL WY S Suite No: Location: Category: AOFF Type: DEVPERM Zoning: MIC/L Const Type: Gas/Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: ,z , • , DEVELOPMENT PERMIT Contractor License 1No: �'�|ELL - 72|O Permit Center Authorized Signature:_ Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: 'O South;-_� `]East: .0 West: Streams: _�''' ~ Date: 431-3670 ' / D99-OOG9 ISSUED 03/19/1999 09/15/1999 OFFICE 1997 SPRINKLER/AFA .0 OCCUPANT COOPERATIVE ' � �`� '�- Phone: 206-448-2355 �_ l MARGINAL WY 3, TUKWILA WA 88l88, , OWNER HEALTH COOPERATIVE '� ` ' , '�Phone: (206)448-4699 SIM DOUMA PROPERTY MGMT,.52l WALL ST, SEATTLE WA 98121 CONTACT CLARK ` � ' . �� '`phPn 206-682-5000 3RD AV, SUITE 500, SEATTLE, WA 98101 CONTRACT SEiLEN CONSTRUCTION CO. INC. Phone: 206 682-7770 P.O. BOX 9970, SEATTLE, WA 98109 3 I hereby certify that I have read and examined his 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 work. I 'n authorized to sign for and obtain this development permi 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. ] 4 �� **�* ********************* * **»*************^****m* * *»************** Permit Description: -� ` �� '' ��` TENANTIMPROVEMENT .OFE�ISTIN� OFF�CE SPACE,' �` APPROX. 20,000 �f. ' �, ' �.� ~ ` � '�� ` ` ' � ��' � � 1 *""""*""~°r — '"",""' ""- ' ' - "-"""' -"" , '"-^' - ' -"""-.-"' -""" rr��~"��"°°��"°""�"��"�"��"��"��°��°��' . _- � ,�, ..'� ' - '. � -.. -.` �ons� ru � a��o�� o� � U�uuV,VV ' ` PUBLIC PERMITS: ,*(Water Meter Listed Separate) ,` E/, Appr: Curb Cu °� idl/C3S� /N `'' ` ewo ' ` ` Fi Loop Hydrant: N ' No 5ize(in): ' ,' 'OD Flood Zone: N '` �� .,� ^H�ul ing: N Start .Time: � ` End Time ' Land Altering: N Cut: ` Fill: Landscape Irrigation: N � MooihS.Oversjzad Load: N Start Time: Sanitary Side Sewer: N End Time: No: Sewer` Main Extension: ' `N Private: N ` ` Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N ' Public: N • ************************ * " �a�***�*******�*^�**�***xw*�**�� **********+***x**A****k*** TOTAL DEVELOPMENT PERMIT $ 6.123.94 '' - ******a**********************************************k**********w*»*****************� } CITY OF TUKWILA MARGINAL W1' S Permit " No: ; D99-0069 Status ISSUED Applied 0.3/01!.,1999 Issued:, 03/19/1999 ***** • k*****• k; ic*****"• k ***k***y* •kkkk*•k***k`k ****k Suite: Tenant Type DEVPERM Parcel # '73 40 - *k *'k•k, * *:•k' * * *.k *'N** "*.k** k k *,** *;* k * Permit .!Condi.tions l No • o hanges - will bed made to .the p 1 ans un l e s approved by the Ar''chitect: "Engineer and the Tukwila: Building Division r .'Y 2 P1 "umb}ig permits ;hali }a btained �thrt ugh the :Seattle - King`, County De partment H of Pub-1 -c Health Plumb rig wi 1 be I n by t hat = ,a+g eh cv,, •i n�c l ud i 9.:§: all gays p�p1n Ft 96 , 4 722) , r f' t.� . ,1 ,it j x . a ,� ;� fe' ,°! � � t S ] 7 �.. s � _ � - t*p � - . ., � f t's ti � lectr acal .p r mits >hal b} obtaine .r th r 'ugh ;tthe: Washington t "ate.. Dives on:of ,L bor `find.- Industries, e ri'd l l e.l ec`tr��i;cal wo;rf: w i 1 1; f 'e i nspe``cted . = that' ageric h x( 663 me wor p 'sh a1 ."1 bed uner sepa drate pe} nti't iss: the Ci,t„ybf Tukwi la ' r,4 s�rF s l a All per n spesct ion kr;ecor ds, and 'approved` p aril, '1,a l , �ay.a i � bile th6 b si tte prior to" the start f "ny�con true' on � Th.ese documents `are , to be ma i n ta'i ned acrid dtla z 1 �1 afsl ` ntfi "l fine irispection ,a provall. is .granted. Any r w�cei1'_ing g r iii' nii °lai'gh fixture installation regr re iTd y fso meet ' 1 e•t b a'L. r 'c Ong ,re'gli`i'r�ements for Se i s . Zor\ 'a� tit ,on ..wall at�t,a�hed o .cei.l err+ g.r id nru5t be .1ater,al,ly b raced i f over ;eigh' 'A'l L oast u� t.ior . to be' "dort :. <9r} carifi rniart with approved ; plus :and irequir emernts iof,the Uniform Bu�i�ldi hg Code (1 c•.* ailended't Un'l f 'Orin Me,chan i ca i , Code. C Edition arii'�M s41119:on'•}S tat e En ergy Cori!'ft.1997; Ed"i'ttona „: , ` S Val \,daity of Per ms t`. The i ssuan e, °of :a r "per ►ter or al.vrova 1 plans , spy c;i i ca ions, . and compu s:tru .d tto be a permit for, or a any vi olati e of an+ -, of the prow i s ions of the - hu i l.d'i ng code ;. of " any other �aritinance of `the .jurisdibeion. No °r.'permit pr� : -- ive auth a vio " vio l ate or cancel the pr^o isio`n}:: =of .t "tii;s. code shall:' *'he valid '' ; 1 VENTILATIl1N. I,S REQ FOR ALL NEW ROOMS AND SPACES: NEW OR EXISTING Bu ILDING'S IN CONFORMANCE :''WITH THE UNIFORM'. BUILDING CODE' THE WASHINGTON ?STATE- VENTILATIONw'A ND • INDOOR AIR DUAL Il i ` ODE , CHAPTER :1,51'213' WAC • Project Name/Tenant: Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel office ❑ School /College /University ❑ Other . Value of Construction: 6,0::),00(.2 Site Address: l24/d0 / /g/' 1 4/,�,9Z City State/Zio: 4✓1 77J/)/?4 . Tax Parcel Number: 13�ot,o - o4bo- ao -106667- a Property Owpe f / /77L +d . `�� Phone: Z 2010 • e rn) - Street Addre s fi4-� 7/ �r ; Cf / 14/4 City Sta� � Fax #: ' /� b w 2 C I Z T Contractor: C� �� /� Phone: 2 CcSZ ^ 7 ?? d Street Address 2ZA 9 ,✓j A/ / 54 State /Zip: � W 9 j Fax #: 7,c3 �Z3 SzG� Architect: X 40414 / �� t (y , tJ (t/ mop, Phone: (0Z- 5-6610 Street Address: �° �- � �- , City State /Zip: �4 0 181 a Fax #: �o to 6,4.1-17/7 Phone: 2 Zi7 3 r (0 2f a 7 Engineer. FA Street Address: Str Zl 2(-f AVE- /Jc City State /Zip: w, e � � �r Fax #: zoz°0 - 403 - 4‘870 87o f ,di Contact Pers /��x 1. - (�✓ � i th , Phone: .206a _2 ^Soots Street Address: fg64 3 1`P AA- , // 5 / 9 City State /Zip: / . wo 9NNWJ Fax #: 2( 6Zr — 77( 7 Description of work to be done: -r0 iaitpjZo1 -- of mash- dffit, ce P 05 ax) sr Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel office ❑ School /College /University ❑ Other . Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes ino If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes a no Existing fire protection features: ,. sprinklers gautomatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 7Q 000 existing Area of Construction: (sq. ft.) 24 o00 5 ? Will there be storage of flammable/combustible hazardous material in the building? ❑ yes ca Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TU"WILA 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 Project Number Permlt'Number: Y 3 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation U Sanitary Sidp Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit Is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined In Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date apgatiot ac Ql(• Date applllon �xpl q Ap�� taken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM -03 ALL COMMERCIAUMULTI -FA P Y TENANT IMPROVEMENT /ALTERATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ O'Complete Legal Description ❑ • L(d Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). ,.,/ Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ILI Site Plan (including existing fire hydrant location(s) v9. North arrow and scale V2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 1/3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions V. Location of driveways, parking, loading & service areas 0 ,4 5. Recycle collection location and area calculations (change of use only) N 6. Location and screening of outdoor storage (change of use only) 14 7. Limit's of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries l'\ 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) i>+ 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 t t 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- `Floor ❑ lJ Floor plan: show location of tenant space with proposed use of each room labeled ❑ l n 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. ❑ y a Vicinity Map showing location of site lJ ❑ 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 ❑ Fr Construction details Q" ❑ 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. ❑ Fr Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. Pr ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Tr El 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 ublic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ r: Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNS Signature: Print name: Address CTPGRMIT.DOC 1/29/97 AUTH' 'IZE'/• ENT: r' 4Jt - J. Cam. Date: Phone: 206 toofz,,40a I Fax #: 6v.. �7/ 7 cuy/state/zips 14 i IAA ` ) b (/:) 1 •, • • • • • ■ ' • .-- • . • . , : . ; .• • .„ ' •• • • • .- • . • . • • • • . ;4•••C • A: k (JTV OF TUKWtL WA , L(. 1 RfltMI1 •.•• ;: DEVPIl1 • DL'ELOP1IL41 PERth r • Pr cal No 8 Site ST.2.t R .•••••..-.•••• „ lotal Fea 6..123 94 rh v. • • . Pavrnnt 12J 94 101z •".•..,•• • , .:Bc1rce ,:•;• • ••••• :'• • 00 41c • 0004322 '00;0 /,q46..•..,.E.t 30 •1 iG0/38.G. 904 • • l)escr i pt ion Pl..fiN CilECK NONRES OUT.I.DING SURtlitIRGE • Amount • 3.708.75 2.410..69 4.50 • .• • 1133 03/03 9719 TOTAL 6123.94 "./ •el PW tCD 3708.75 PW DU 2410.69 PW DCD 4.50 CHECK 6123.94 , , • 03/03/99 16:44 0097 1033 Project: 1 \ L jab OD liect I v r 1. Type of lnspe on;.... 1.- l a A .' - 'A ate called: . / • to Sp• lal instructions: , Date wanted: I W • 79' .. Requester: er QuA Phone: oi- 40?- proved per applicable codes. E:1 Corrections required prior to approval. INSPECTION REC Retain a copy with permit INSPECTION NO. ,.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #1 0, T k ila, WA 98188 .• COMMENTS: 7457" aie DePew_C fize /cfe, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • INSPECTION REC Retain a copy with permit. CITY OF. TUKWILA BUILDING.DIVISI 6300 Southcenter Blvd #100 TukWila, ON' WA 98188 Approved per applicable codeS. PERMIT NO. (206)431-367(P Project: Address: Special instructions: Type of Inspsaion: Date called: Date wanted: 6-/7 Requester: fr-c•fit Phone: ; • f4 Corrections required prior to approval. COMM, ENTS: ;! . jif f. o. • • Date E] $4 . NSPECTION FE "EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: nof 1%1 . m • s : s cb /9 Date called: & fi e) /9 Special instructions: • oo Date wanted: z 4tff m Requester: .427 P hone: P elas-ea7--78/0 matonowtsraimmam.wersw ol • ' • INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVI 6300 Southcenter Blvd, #100, Tukwila, WA 98188'. ryziv . . , • , PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: evr<2 V V 4 Z-) A 2 a 41- $ec. -A A r, 01-2.4.77,.."-z-, 33 42 49 et, / " /e /--4 , Inspect? M? / Approved per applicable codes. / 97415 (0 -Ce11i Date: $47.00 REINSPECTIJN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite WO. Call to schedule reinspection. Receipt No: Date: El ::Pct „ � , Type of specti Or Date called: i /9 S ecial in7uction� s: D je , Date wanted: z a m) / / /n 4 Requester: P n ' C INSPECTION RECORD \ Retain a copy with permit INSPECTION NO. ITY OF TUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukvvila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. kg, Corrections required prior to approval. COMMENTS: • C . f r.�-r 4 S 1✓O': .: 22 Co7,l, e,i /,44 elea c../ //.? oflexQS.-, • 5 Inspector: 4 Date :6 $47.00 REINSPECTION 'EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pro* • ) h.4 /7 's k t., . Type of Inspection: G443 Ad ress7 br) ' bt) • Date called: Special instructions: i Date wante. ._ ,,, 7? a.m (P: Requester Phone: INSPECTION RECORD, Retain a copy with permit IINIPECTION NO. ' CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd, #100, Tukwila, WA 9818 ,•.; ' , : V Approved per applicable codes. 1 . . ,;. COMMENTS: 1 . / • • • PERMIT I■1O. (206)431-3670 E Corrections required prior to approval. .,• rj $47 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid , at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ceipt No: Date: • , 2 Project• Type of I ection• Address: j DI Date called: ✓ Special instructions: Date wante • -/ a. I. a Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. • Correction's required prior to approval. COMMENTS: &4 j Inspector: PIA Date:, f . 4 , El $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 INSPECTION R Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. ' (206)431-3670 1 I A dres .00 Special instructions: ate waated: • rter: I 01- ik-30-7 Approved per applicable codes. fl Corrections required prior to approval. COMMENTS: <- f / A c_7 • , 1 $47.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt Not' • Project: 42(0 4 Type of InspeCtign: CO?rilr ei/ Address: 4' Date called: frP Spec al ins ruc ions: • - ft Date wanted: . — —,, ai) . • • Requester:"... C_A^Ge r Phone: 2• 4516-- " : /-.31 INSPECTION RE D Retain a copy wit&Jmit . . INSPECTION NO • CITY OF BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 IT Approved per applicable codes. •r• PERMIT NOC (206)431-3670 Corrections required prior to approval. COMMENTS! • 1-47 ifrc Ape 2:-do ex6 ALInfe,e- I • '1- kee Z 3) 69k, 1-7 s ir Ar, C ig. e S f /4 /4) / 4 9/ $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: . • . Pr y ect: / Ty! - of Ins +ecti +. •Ad r ,� D:te'called :,,.: 4., ,.. 1. Special instructions: Date wanted /, /� /// f p.m. Requester: e . + Phone 3 --7777 :r IIV5PECTION NO. :CITY. OF TUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No: `t .0.P. , S RECORD•: eta►n a copy with permit; ; COMMENTS: C 24 Lo _44 /Ad $4 .0I REINSPECTION E REQUIRED. Prior to inspection, fee must at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. ■;,=• (206)431 -3670 Corrections required prior to approval. e paid INSPECTION RECORD • Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. • : • $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite.100. Call to schedule reinspection. Receipt No: Date: Proiect: _ _ Typri pe ioni--- "■dy rz e.6 , c7 Date called: Siecial instructions: ' Date w; q. a.m. P.m. Requeste . Phone: INSPECTION REC Retain a copy with pe INSPECTION NO. ' CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. C/3 206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5fr‘fe/61 ( ( /9"Arev/4e, $47.00 REINSPECTION FEE REQUIRFD. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100! Call to schedule reinspection. Date: Projec / 7 i l` '," Type of Inspec4bn li zo_ dress: z t: oe/t tv Date called: Special instructions: . ( - „ .4 Date want4: 4 / '.—. CaDn. P.m. Requester:, Phone: • • INSPECTION RECORD Retain a copy with permit INSPECTION NO. ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO (206)431-3670 COMMENTS: g 1 / 9 ,1 1 / d el 4 t /VS/ /f.,/(( 2-) k,>‹, .641r 14 )4e-cc- elig" (Wm/Pe et-PAGc otz4-46.s. rs7 4i) ozi 4rwiticv 7 evr 57' 67 Approved per applicable axles. El•Corrections required prior to approval. J $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • ii INSPECTION RECORD Retain a copy: with permit NSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6 300 Southcenter Blvd, #100, Tukwila, WA 98188 Type of Inspection: Project: Address: Special instructions: Gb Si' /VA/ Date called: ‘ 7" - ?,. Date wanted: ( 5 311) • �•.. Approved per applicable codes. COMMENTS: (206)431-3670 • Corrections required prior to approval. v.• D $47.00 REINSPECTION FEE % QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. 'Call to schedule reinspection. Receipt No: Date: COMMENTS: 4 6:0 74, , „e PO di-6( cF4- s fAt Receipt No: Date: INSPECTION NO CITYOF TUKWILA BUILDING DIVISION 6300 SouthcenterjBlvd, #100, Tukwila, WA 98188 Project: Address: Special instructions: Type of Inspec • 0-, Date called: P.m. Date wanted Requester: Phone: j4 Approved per applicable codes. $47.00 REINSPECTION F .E$QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection: INSPECTION RECORD Retain a copy with permit Int (206)431 -3670 Corrections required prior to approval. r;p / r Ty arcoon: Address: 1 240th M A4z - Datg called: . �., special instructions: TA / S Date wanted:ei l a Requ er• paro ,,, 0 _i_ ,,,,. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION : j ,�. 6300 Southcenter Blvd, #100, Tukwila; WA ;98188 Li Approved per applicable codes. INSPECTION RECORD . Retain a copy with permit PERMIT NO. (206)431 -3670 Ctr► V to -- L orrections required prior to approval. COMMENTS: /4,4->„ , 7 2.� s�.�/ 0r -(1r� • s 1 J $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: f <� • S 0 is } 1 City of Tukwila Fire Department TURWILA..FIRE DEPARTMENT ,FINAL APPROVAL FORM Project Name S \ Cc .tea Permit N John W. Rants, Mayor Thomas P. Keefe, Fire Chief Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: S Fire Alarm: '\ Hood & Duct: Halon: Monitor: Pre -Fire: Permits: °^ti1`,41 9 1 Authorized Signature FINALAPP.FRM Rev. 2/19/98 k f )3 Suite .# Da (c1V)0\ T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 SWENSON SAY FAGET, INC, 2124 THIRD AVENUE SUITE 100 SEATTLE, WA 98121 TEL. 443 -6212 RECEIVED CITY OF TUKWILA MAR 0 1.1999 PERMIT CENTER Pqq -cuel Swenson Say Fagot Ill 1111,11 LIP:i ( I II !III, .11I1,11 Vii-erifit project ••••••■■•■■•■■•■••••■•■•••■•,.• E*5 0Ate Vt:S3 design 2124 Thlrd Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443.6212 • Fx (206) 443-4870 prof, no. et Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 12400 West Marginal Way Fl 2'x4'. RECESSED PARABOLIC TWO LAMP 241 62.0 14942.0 sparring F2 2 RECESSED PARABOLIC 3 LAMP 4 93.0 372.0 Training rm 03 COMPACT FLUORESCENT DOWNLIOHT 64 33.0 2112.0 " From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 04 SAME AS 03, BUT DIMMABLE 19 33.0 627.0 Bldg. (by perim) r5 WALL MOUNTED 6 "x8' 2 128.0 256.0 1'6 WALL WASHER 4 28.0 112.0 Project Info Project Address Group Health Riverton Operations Center Date 7/12/1995 Allowed x Area 12400 West Marginal Way For Building Department Use 1.20 Tukwila, WA 98124 Applicant Name: sparring Applicant Address: 720 olive Way Suite 100, Seattle, 1Q■ 98101 Applicant Phone: 206 - 667 -0555 Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area Open Office A Office space 1.20 3945.0 4734.0 open Office B Office space 1.20 16920.0 20304.0 Training rm Office space 1.20 602.0 722.4 " From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 25760.4 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking 0.2 W /ft RECEIVED ILA Open Parking 0.2 W /ft2 ci t r OF TUIW Outdoor Areas 0.2W /ft2 MAR 7 1 19C-' Total Proposed Watts may not exceed Total Allowed Watts for Inte for Total Proposed Watts 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 RECEIVED ILA Open Parking 0.2 W /ft2 ci t r OF TUIW Outdoor Areas 0.2W /ft2 MAR 7 1 19C-' Bldg. (by facade) 0.25 W /ft2 PERMIT CJ; NTFR Bldg. (by perim) 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 1994 Washington State Nonresidential Energy Code Compliance Forms 1994 fr State Nonresidential Ener. Code Co , - 'lance Form Lighting Summary LTG -SUM June, 1995 Project Description ❑ New Building ❑ Addition 0 Alteration Compliance Option o Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage Is not being Increased Maximum Allowed Lighting Wattage (Interior) Provosed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Inte lor) Maximum Allowed Lighting Wattage (Exterior Provosed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) r1 r 1 994 i hingtori State Nonresidential Energ Code i •' Y Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Use' LPA (W/ft Use' LPA (Witt') Painting, welding, capentry, machine shops 2.3 Pdice and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet /conference /mhlition hall 2 Assembly spaces'', auditoriums, gymnasia ° , theaters 1 Laboratories 2 Process plaits 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 faciities 0.8 Institutions 1.5 Warehouses ", storage areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Paling garages See Sidon 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, daycare centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 0.8 Laundries 1.3 Tdlet faciities and washrooms Office buildings, office/administrative areas in facilties 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 QQ Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly Indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T -6, T -8 or PL, and 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts 1994 V" hin•ton State Nonresidential Ener. Code Corr 'lance Form Lighting Summary sack) LTG-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 mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free - standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display ill umi naries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. SECTION 16501 LIGHTING FIXTURES Fl Recessed 24 cell parabolic fluorescent lay -in troffer nominally 24" x 48" x 7 ". Low iridescent, semi - specular 4" deep aluminum louvers, mitered corners and black reveal, enclosed positive cam . action latches. Electronic ballast. Manufacturer: Columbia 4500 Series; Lithonia 2PM4 Series; Metalux 2P3G Series Daybrite 2P4 Series; Lightolier VRA2 Series; H.E. Williams U4 Series Lamp: Two F32T8 Watts: 62 Recessed 18 cell parabolic fluorescent lay -in troffer nominally 24" x 48" x 7 ". Low iridescent, semi - specular 4" deep aluminum louvers, mitered corners and black reveal, enclosed positive cam action latches. Electronic ballast. Manufacturer: Columbia 4500 Series; Lithonia 2PM4 Series; Metalux 2P3G Series Daybrite 2P4 Series; Lightolier VRA2 Series; H.E. Williams U4 Series Three F32T8 93 F3 Recessed compact fluorescent downlight with vertical lamp, nominal 6" aperture. Clear Alzak parabolic cone, self - flanged overlap trim, low- iridescent finish. Electronic ballast. Ballast shall operate all manufacturer's 26 or 32 watt lamps. Minimum recess depth 9 1/4 ". Maximum recess depth 10 ". Manufacturer: Lithonia Gotham AFV 32TRT 6 Series; Halo C6032 Series; Prescolite CFT643EB Series; Kurt Versen P926 Series Lamp: One FM32W (Amalgam Lamp) Watts: 33 F4 Same as. F3 except with dimming ballast. F5 Wall mounted direct /indirect linear fluorescent, nominal 6" x 6" x 8', bottom of fixture shall have low brightness anodized aluminum parabolic louver, top to be open. Housing of die formed code gauge steel finished in satin baked white enamel. Electronic ballast. Manufacturer: Columbia F4203 -43 -42 Series or Equal Lamps: Two F432T8/4' Watts: 128 F6 Recessed compact fluorescent wallwasher for one 26 watt twin tube type lamp. Reflector shall be asymmetric non- iridescent specular aluminum. Interior end panels shall match reflector. Aperture shall be nominally 10 1/2 " x 10 1/2" x 5" deep. Housing shall be die - formed 20 gauge cold rolled steel. Electronic ballast. Manufacturer's labels shall not be visible from below. Manufacturer: Indy 714 Series. Lamp: One F26TT Watts: 28 Not used. Recessed 16 cell parabolic fluorescent lay-in troffer nominally 24 "x 24" x 7 ". Low iridescent, semi-specular 4" deep aluminum louvers with mitered corners and black reveal, enclosed positive cam action latches. Electronic ballast. Manufacturer: Columbia 4500 Series; Lithonia 2PM4 Series; Metalux 2PGA Series; Daybrite 2P4 Series; Lightolier VRA2 Series; H.E. Williams U4 Series Lamp: Two FB31T8 /U6 Watts: 62 UC2 Undercabinet tasklight nominal 24" with solid front not to exceed 1 9/16" high, shall have a 45 degree batwing acrylic prismatic lens. Steel housing with baked white enamel finish. Cord and plug connected to switched receptacle in electrified furniture unless otherwise noted. Supply with rocker switch. Electronic ballast. Manufacturer: Garcy RTL Series; Alkco SF317 or SF332 Series; Litecontrol Taska; Failsafe MTS Series; Lithonia N2S Series Lamp: One 17T8 Watts: 23 UC4 Same as UC2 except 48." Manufacturer: Garcy Lamps: One F32T8 Watts: 32 X1 Single face incandescent exit sign. Injection molded, universal mount. Aluminum faceplate, manufacturers standard finish as selected by architect. "Exit" stencil letters shall be green and shall meet all requirement 924. Provide integral battery pack for emergency operation. Manufacturer: Prescolite EX3 or equal Lamp: 2T6 15W incandescent Watts: 30 Space Heat Type Q Electric resistance *II other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for r opaque e walls. wa �.. lls. '- Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Extenor (vertical & overtid) divided by Wall Area times 100 equals 'I. Glazing ��r s � X 1 00 = • Concrete"lasonry Option O YeS Check here if using this option and if project meets all requirements for the ConcreteiMasonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying Q no assembly below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic J J , All Other Roofs / Opaque Walls Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Maxim m U- /actors Opaque Doors Vertical Glazing Overhead Glazing 5 , t , "LG kJ I % 45 Maximum SHGC (or SC) Vertical/Overhead Glazing Glazing5tE D>r /J I Project Info Project Addres Applicant Name: Applicant Phone: Applicant Address: Project Description I ❑ New Building 0 Addition IAlteratton ❑ Change of Use Compliance Option i 'i6Prescriptive [] Component Performance (See Decision Flowchart (over) for qualifications) ENVSTD Systems Analysis Semi - heated space' Minimum Insulation R- values Roofs Over Semi - Heated Spaces' 'Refer to Section 1310 for qualifications and rbq�ements 1f t-1,4 ., M ke4 1 i 5 Date For But I qR ing •epartment Use 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 ConcretelMasonr/ Option, list walls with HC >_ 9.0 Btuift'•'F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -Sb in the Code. Wall Description (including insulation R -value & position) U- factor Notes: 'roe, rn kt tTtoi0 oF• 1 5(/11G }4'T: E W55G X1,32. 1 G,, 7 * - : : t3 ` 43 IcYYL_t a M r co lRA-J ca ()=. t 45 - �C = 1 b :ACTIVITYN.UMBER: PROJECT NAME GROUP: HEALTH COOPERATIVE Original Plan Submittal Response to Correction: Letter. #'' BR Revision # 1 After Permit Is Issued D99 - 0069 DATE: 4 -13 -99 Response to Incomplete Letter DEPARTMENTS: Bu'Idin Division Public tilk ❑ TUES /THURS ROUTING: \PR- ROUTE.DOC 6/98 PLA E Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ..f A MC SLIP Planning Division ❑ Permit Coordinator ill DUE DATE: 4 -15 -99 Not Applicable E Comments. Please Route ❑ No further Review Required 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: 5 -13 -99 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS. DATE: DEPARTMENTS: Building Division 3 -z-q rks wl1 Rbftic / \PR•ROUTE.DOC 6/99 1 Coorci. PLAN REVIEW /ROUTING ACTIVITY NUMBER: D99 -0069 PROJECT NAME: METROPOLITAN PARR TO R.O.C. XX Original Plan Submittal DATE: 3 -1 -99 Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued 510 Fire Prevention 4U)C 3 -3 -11 Structural Complete k Incomplete ❑ Approved ❑ Approved with Conditions TUES /THURS ROUTING: Please Route Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Planning Division i 3 -z- t7 Permit Coordinator • DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 3 -2 -99 Not Applicable C Comments: No further Review Required C REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -30 -99 Not Approved (attach comments) C REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: Revision No. Date Received Staff Initials Date Issued Staff Initials Staff Initials *1 I 'l / - q9 1 b q-- (`, -q 1 olici) Summary of Revision: hitihijv IiinA( •evt c4a- / C ,. Li wt, _ mol t , f O f ' Cp4ei. 4v1 ituatv tievloAt (4+41 ti Received B : Y C Q1K C 8 QA36'7` Revision No. Date Received Staff Initials Date Issued Staff Initials Staff Initials Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Staff Initials Date Issued Staff Initials 1 Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: PROJECT NAME: Site Address: I � 1 1 . CI)DpfJ?2 jlll&i PER( T NO:. LM- ao611 M(Jr9in4.I Wy S Original Issue Date: 3 - 19 -qq REVISION LOG (please print) (please print) (please print) (please print) (please print) Date: / 1 ❑ Response to Incomplete Letter ❑ Response to Correction Letter Revision after Permit Issued CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 1 'SOLI+ Project Name: Poor PkZk(Mk t � ei 1 O 1 • Project Address: ( 2 or) e, / ,ya / Am . ‘104- Contact Person: �9Zg, 0A44.— Phone Number:( 2d; ' Summary of Revision: M W r-01■l Of - Oft cfz-- Ca f 'Fllfi Qt {It DC1 �m.) D Sl k -- )PP4ka-, t rJ Rs-vA T A 1 g—Nt ' Sheet S S . Number(s) P�2 4 1�2 ' Sheet Numbers) "Cloud" or highlight all areas of revisions ail date revisions. Submitted to City of Tukwila Permit Center 12( Entered in Sierra on Plan Check/Permit Number: 1)q W&q REVISION N0._1 RECEIVED LI I Y OF TUKWILA APR 1 3 1999 PERMIT CENTER 3/4/99 �' tti4b�lCtiz t:kvu.vo•c..,s Dear Sir: City of Tukwila Fire Department Fire Department Review Control #D99 -0069 (510) March 3, 1999 John W. Rants, Mayor Thomas P Keefe, Fire Chief Re: Metropolitan Park to R.O.C. - 12400 East Marginal Way South The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 L- City of Tukwila Fire Department Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 2. .No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page number 3 John W. Rants, Mayor Thomas P. Keefe, The Chief purposes. (UBC 1004.2.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) Manually operated edge- or surface- mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface- mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-44.39 C!; City of Tukwila Fire Department Page •number. review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila. Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) John W. Rants, Mayor Thomas P. Keefe, Rre Chief An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 4404 • Fax (206) 57$4439 Fire Department The Tukwila Fire Prevention Bureau Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 6 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. 7. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and/or shower 4 2 Dental units or lavatory 1 1 Dishwasher 4 2 Drinking fountain (each head) 1 1 Hose bibb or sill cock 5 3 Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 Sink, clinic, flushing 10 10 Sink, kitchen 4 2 2. ei Sink, other 4 2 Sink wash, circle spray 4 4 Urinal, flush tank 3 3 Urinal, pedestal 10 10 Urinal, wall or stall 5 5 Water closet tank 5 3 Water closet, flush valve 10 6 Lt nr, ns A.... KING COUNTY (Please print or type Owner's Name Property Street Nonxtesidential Sewer Use Ce (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge Is established annually by the King County Council but Is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge Is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740. (kyr hfrwo4 c - at, fret, Middle In tlal) Property Legal Address: y�,/L ` / r TlrD� o /Or Subdivision Name Lot # Subdiv. # 4/1-12470/ Block # On— w rq Address 2 City, State, Zip Owner's Phone Number (2 ) Owner's Mailing Address: (if different s�- �� -&' G+9 Owner's lat.) yg -234' 5"• from above) ( 62 ✓�i►1 Li -3 2'l�E NW , �-ti4N A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Total Fixture Units Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 1058 (Rev. 11/96) 20 RCE White - King County Property Tax ID # IS 40 4 0 734 S(o0 -0410- o3 Building Name (if applicable)120.1E4 N 4447.ln3 S (404, Party to be Billed (if different from owner) 6, Awe ffriAttg `•zo , Party's Mailing Address: (if different from property address) 2 fJ rLL 9t■ or Property Contact Phone # ( ) City or Sewer District Date of Connection Side Sewer Permit # B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of r F gcility /Process: IV Estimated Wastewater Discharge: N /ih Gallons /day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) A B 187 C. Total Residential Customer Equivalents: (add A & B) o.4 D 0 Signature of Owner/ Representative RCE Print Name of Owner /4/ Representative Irltle. Yellow - Local Sewer Agency Pink - Sewer Customer H -13 RECEIVED CITY OF TUKWILA MAR 0 1 9gg9 PERMIT CENTER RCE I certify that the informatidn given is correct. I understan that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. G f 99 Date '�� 200S ) LE STORAGE C227 3 TRAINING R OFFICE ( 0229 OFFICE ( 0230 ) COPY C D231 ) IOF ( D232 ) FFICE 0222 CONFERENCE D218 ) CORRIDOR ( 200C3 ) TRAINING ( C21U ) CORRIDOR OPEN OFFICE FILE STORAGE (Dmm.Li) 012215 ) STORAGE ( C203 ) CONFERENCE ( 0217 ) 20052 ) MECH. DN. FILCO 0 o- ELEV 20 0E2) ELEC ( 0201 ) 0x 1 v v 00000000 i LIMIT OF A EA OF WORK l� J -I OFFICE ( C208 ) OF OFFICE ( 0200 ) 0 EN OFFICE NORTH ROC- 2F.DWG CONFERENCE ( 0204 ) FLOOR FLAN NOTES 1. DEMOUNTABLE WALL BY SHE➢ INTERNATIONAL, HER. TO PROVIDE DOOR AND RECITES IN DEMOUNTABLE WALL. 2. DEMOUNTABLE WALL MFR. TO COMPLY WITH ALL APPLICABLE CODES FOR THE LOCAL JUSIDICTION. 3. CONTRACTOR TO PROVIDE SUBMITTALS FOR ALL DOOR HARDWARE. 4. AL DOOR HARDWARE TU MEET ALL APPLICABLE CODES INCLUDING ADA REGULATIONS AND FIRE RATING REQUIREMENTS S. PATCH AND MATCH NEW WORK TO ADJACENT EXISTING WALLS CREATE SMOOTH TRANSITION AND MATCH FINISH PER OWNER. 6. FOR DOOR TYPES AND FRAMES SEE 10/A61 7. DUCTS PENETRATING THROUGH FLOORS FROM BELOW SHALL BE FIRE STOPPED AT THE FLOOR PER U.B. '97 SEC. 711.3 LEGEND SCALE; WALL TYPES FLAG NOTES O T (1) LAYER 5/8' TYPE 'X' GAB EA. SIDE OVER 3 I /2' MTL. STUD FRAMING @ 16' O.C. A/ BATT ACOUSTICAL INSULATION EXTEND WALL TO T-BAR CEILING - SECURE TOP 6 BOTTOM TRACK DEMOUNTABLE WALL BY SHED INTERNATIONAL, MFR. TO PROVIDE SHOP DRAWINGS AND DETAILS FOR REVIEW. FOR TYPICAL DETAIL SEE 4 / 0.91 . INSTALLED BY OWNER. O I HR CORRIDOR WALL AND LID SEE DETAIL 5/A91 ® 1 HR CORRIDOR WALL V/ FURRED WALL AND LID SEE DETAIL 7/A9.1 NON - RATED FRAMED WALL. SEE DETAIL 6/A91 FOR FRAMING CONFIGURATION. ©, PLUMBING WALL (I) LAYER 5 /B' TYPE 'X' GWB EA. SIDE OVER 5 1/2' MTL. STUD FRAMING @ 16' O.C. V/ BATT ACOUSTICAL INSULATION . EXTEND WALL 8' ABOVE T -BAR WALL - SECURE TOP 6 BOTTOM TRACK @ TOP SECURE WALL WITH METAL STUD BRACING. TO STRUCTURE @ 4' -0 O.C. ZZZZZ2)7272= NEV WALL EXISTING WALL NEV DEMONTABLE MALL. /+,r °`�S( ) ® GALL MOUNTED FIRE EXTINGUISHER N E L, - 'J\ FIRE EXTINGUISHER - INSTALL PER CODE - Ill PER 3,000 S.F. MIN. - NO FURTHER THAN 75 FEET APART. 3 1/2' % 3 1/2• STAINLESS STEEL CORNER GUARD, MATCH EXISTING CONFIGURATION, EXTEND CORNER GUARD TO FINISHED FLOOR. CPP pFF pV \999 U1 0 II IN IAA 1/8 "= ( 0 REVISION N01 1 0 m Dqq -oO6/ 6 +J g 6 a IMO A project no. 369902 date 3115199 sheet title Floor Plan Vr ratiVe FPN: 9A4861 revisions LL-�� 3�I2.99 sheet A2.4 II Mill mem If l II as EWEN /II mil vl II ipl- ii Ar 4. MIMI u MI, 1 1111 ii II/ II AI �i1 p.m w iI y -111 !EH 1114:1 E. _.I__ 15IIi 15 51 !EH III _� -s� 1 !!a � 16 a � ri !in !EH n,.1■ __:ate —_ -;at — ►; -- t y i 1 Fa I. IrA 41 14 .L I. MI5 I .r r wt 0 , Ibi -4111 FA 51 o- O- o- O- O 00000000 N M IIIIu4 FURNITURE FLAN RUC- 2F.DWG NOTE. SCALE 1/8 "= 1' -0" 0 APP F R p V O O O w 0) 0 m u OfRvetRund sheet 1 A FPN: 9A4861 project no. 369902 date 03/15/99 revisions OW�1Ez- '�ZJ�onl 312 -9l O i sheet title O • Furniture Plan PEnhil, CENTER A2.5 r4 el . F-,_ 4 p ir J .T. •11E4 1 0 IW- , , 4HPINNMPOiti A "NAM 1 , OPEN TO BELOW AREAC PA p, Ak4A., 4 6 / • 11, .i.V7 .. AREA F AREA E s} CNTD AREA R A A I) k ,......., [ AREA A A2-1.DWG K OF WORK LEGEND ONE HOUR CORRIDOR (SHOWN HATCHED) SFGONO FL FLAN SCALE 1"= 20'-0" 0) 0) 7 Plan Group Health Cooperative of Puget So.J. FPN: 9A4861 _c 5 1- C5 0 C\J CIJ 0 7, -4 a" oi E c o > 0 c E cti co ai - 1 5 0 w = L ▪ 0 • I N project no. 369902 date 02/26/99 revisions MAP "1 4 I , ig sheet title Second Floor sheet A2.2 PERNA CENTER it I i Lyi (C200M5� U F' i u1 -- - / 71 , , �.,I� -I MECH -L_1, Luz ilr- I I (D200M4, II LT II II U 0 Legend 1 }! „ .65T1 TO REMMAN General Demolition Notes L 51= i �cQ L. 242CAL AND E. ECTRC•AL FOR Au+,A1CNAL J700A1 FJL'a�C S. CONTRACTOR TO vERFT ALL. EXISTING- CGND' 1110.. AND DTha S10NS E BeG24.81.0ORK. AND TO WEL'E1.' T+ OAS REPRESEEAVvE AS O ANY R3tPr ALL EL.WTRCAL 0211E15 1B ePHONE nano -es NAYS, WEAK.. ALAR515, ETG T4 T A. A ^TED I/4 THE INTIoRELIA1,.5 TO REMOVED OR groL, S top ERE CC.LICT WEN NE M .,15((. F Endres ARE NOT TO EE EXTE.SO CAP W6 A SAM IMAM EW ACCORDAT BIED4 ACCEPT=., arou aTRT STANDARDS COCID■IATE tiormA Irst.aucs AND m_Ecr.c.AL DRAWINGS. 4, QFC_RE REMOVAL OF EX15T@. CGNDIIFK 115 PAS OCCURRED, PATOH AS !.GLARED TO MATOH EX75T1.. ADJACENT 95c=ACES AML9 nom' 5. DISPOSAL OF C.TO MA.B . B.T To SALVAc. ; ES T. R BEFiI' OFT. COCf1RA CR BMW. ON THE PRCLSCT Sd^_ IS NOT AL^ O 0 Demolition Flag Notes Qj REMOVE EXISTING DOOR FRAME AND HARDWARE. SALVAGE FOR OILNERS REUSE. • REMOVE EXISTING WALL, COORDINATE EXTENT OF REMOVAL WITH NEW WORK PLANS. • REMOVE EXISTING FLOOR FINISH. PREPARE SUBSTRATE TO RECEIVE NEW FINISH PER NEW WORK 'FINISH SCHEDULE'. COORDINATE THE EXTENT OF REMOVAL WITH NEW WORK PLANS. • REMOVE EXISTING PLUMBING FIXTURE. IF UTILITIES ARE NOT TO BE EXTENDED, GAP IN SAFE MANNER IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS. SEE MECHANICAL. • REMOVE EXISTING KITCHEN CASEWORK SALVAGE FOR OUNERS REUSE. • REMOVE EXISTING CEILING. SALvAGE LOTTING a DIFFUSERS FOR OWNERS REUSE. Q REMOVE EXISTING DEMOUNTABLE WALL < RELOCATE OR SAVE FOR OWNERS RE -USE • EXISTING DUCT WORK OR PLUMBING TO REMAIN. OFFICE ( D225 ) ( D220 NORTH D218 ) D203B 3 ( 02 ( 0210 OFFICE ( 0215 ( 0203 (D2000) OFFICE OFFICE ( 0206 OFFICE SCALE 1/8 "= 1'_0" 0 U q-oo flECEIVEp CITY OF TpKWILA ' MAR ) ?1999. 111 PERMIT CENTER I W LL W Plan up h *Cooperative Healt of Puget Sound FPN: 9A4861 t 9 ▪ N U co E as o > as o c • a E ces = ai a c o a) W Q) 0 0 2 d' N project no. 369902 date 02/19/99 revisions sheet title Demolition sheet A2.3 0 0- 8226A 1 STAIR 20054 !E STORA 0227. OPEN OFFICE C205 I RoC_2E. ]JW6 NOTES L DEMOUNTABLE VALL BY SMED INTERNATIONAL, HER TO PROVIDE DOOR AND RECITES IN DEMOUNTABLE WALL. 2. DEMOUNTABLE VALL MFR. TO COMPLY WITH ALL APPLICABLE CODES FOR THE LOCAL JUSIDICTION. 3. C@7IRACTOR TO PROVIDE SUBMITTALS FOR ALL DOOR HARDWARE. 4. ALL DOOR HARDWARE TO MEET ALL APPLICABLE CODES INCLUDiNG ADA REGULATIONS AND FIRE RATING REQUIREMENTS 5. PATCH AND MATCH NEW WORK TO ADJACENT EXISTING WALLS CREATE SMOOTH TRANSITION AND MATCH FINISH PER OWNER. 6. FOR DOOR TYPES AND FRAMES SEE 10 /A6.1 7. DUCTS PENETRATING THROUGH FLOORS FROM BELOW SHALL BE FII$ STOPPED AT THE FLOOR PER U.H.C. '97 SEC. 7113 LEGEND 0 0 FLOOR PLAN NEW WALL EXISTING WALL NEW DEMONTABLE WALL. STORAGE QC2033 0 SIM. WALL TYPES O LAYER 5/8' TYPE 'X' GWB EA. SIDE OVER 3 3 1/2' MTL. STUD FRAMING @ 16' O.C. W/ BATT ACOUSTICAL INSULATION . EXTEND WALL 8' ABOVE T -BAR WALL - SECURE TOP & BOTTOM TRACK @ TOP SECURE WALL WITH METAL STUD BRACING. TO STRUCTURE @ 4' -0' O.C. O l HR CORRIDOR WALL AND LID SEE DETAIL 5/A9.1 O NON - RATED FRAI;ED WALL. SEE WALL TYPE 1 FOR FRAMING CONFIGURATION. © 5 1/2' MTL. STUD PLUMBING WALL. SEE WALL TYPE 1 FOR FRAMING CONFIGURATION. DEMOUNTABLE WALL BY SMED INTERNATIONAL, MFR. TO PROVIDE SHOP DRAWINGS AND DETAILS FUR REVIEW. FOR TYPICAL DETAIL SEE 4 / A9A SCALE 1/8 "= 1' -0" 1 HR CORRIDOR WALL W/ FURRED WALL AND LID SEE DETAIL 7 /A9A CONFERENCE ( D217'� IT) 0 t::Ac\ co Plan l._ CAGroup 1 r Health 11 ATFH99RB ° G��. FPN: 9A4861 U f? (1) E O > L 0 � al a E 0 0 co i__. W 0 0 HEGIGTEF[D ARAB R� LIXNN� CLWK ATE CFW HiNGTGN project no. 369902 date 02/25/99 revisions MAR sheet title Floor sheet c 0) C 0 0) L CO cd I— A2.4 PERMIT CE,,,, STA R 111 1 TI ENT°. C227 CONFERENCE ( C226 ) TRAINING RM D228 OFFICE D229 II lL no No ERMINE NOME MINIM MENU MIMEO TENNI MN= NIN■ MIAMI =NM =MIR D COPY 13231 IDE 0232 U irk —4 5,11AVIORAL HEALTH 1551 Ar 551 1111 _41111111. Se07 f SAW V:" C222 nom ICE ( C230 Gl. SS & ASC W31 00. I■=1 MME NIN 56" 1521 21 1551 1551 5555 55 555 _ 1521 521 1551 551 1510— 12511 Il =ME I, MMIS 1551 CONFERENCE . ( D2 s CORRIDOR 200C3 _Ai ms 55 551 1251 iii 1111 li i 'I TRAINING C210 II f• E -u OFFICE ( C208 ) OFFICE CORRI0OR ( zoo. ) COFFE (2o0c3D CONE •1 ME= OFFICE ( C206) OPEN OFFICE ) C205 ,) 0 EN OMCE CONF 1■2 N. 11111111pL■-= =IM3 II II 1221 i raiE 0 0 I c2i I RECEPTION 1 I O, E clui , 0210 / ' ( E12061 I 280 ; ; MI ■ MI . - II , rux STORAGE WI ' 11 11 1 po III RIM IN I ii cue 41 57 In] CONE ( .1 ) (c2calwa) COWMEN. C204 r 11.111, 11111118 ISM (2013E3A NETWORK 0300 ,11 1.2K LAB ( C202 ) STORAGE f C203 11N4.- "MR A205 WORK RN A204 FICHE ICE FEE CONE ( A203 CONE ( 4202 3 PUB-M if 1551 !Jr 1551 Fir -7. 411111 " 1551 lir pw _ = Itra . 15 ii MECH A200M2 MECH. D200M1 0210 I • A201 ) ( 0214 NNE.- Au In I 1111r Ii SIMMTAIMI 11W"'" 15 tiN 11.11111■1111 1551 —5111 1551 1551 1111111111■11. MEN II 1551 NEM STAIR 20052 DN t ih t..1111 - 11 MI CONFERENCE 0217 3 a - ELEV 200E2 ELEC 13201 8226A 00000000 1 ; 1 b -EN FRIG. IJ 0 0 FURNITURE PLAN ROC.-2F.DVG NOTE. 0 SCALE 1/8"= OFFICE A211 3 OFFICE A212 OFFICE A213 OFFICE OFFICE 0215 ) I A , \\ OFFICE \\ ( A216 0 revisions sheet title Furniture tf0 Health Group Cooperative of Puget Sound FPN: 9A4861 project no. 369902 dote 02/19/99 c\I (0 C 0 CD LE orTTOTAU,LA mAR fl PERMIT CENTER 0 0- 0- 0 1■1 ■11111111 / 1111111 ■II ! !i 111 ■111111111111 /1111111■I 11111f 111■ 11111111111I1 ■III1�1I111IIIf 1111■IIINI '1171111111 ■11111 1i 1 1f1 11111111111111111111111111111111111111 ■ I■ IIIIIII111 ®IIIIIII ■IIY1111.:111i■■■■n■n ■■■■■■■ 1■11111111111i1 n111 ■111i111111/11■11■1111111111 1 11111 Is I r -n ii I II III II I I I II �' � I I i!I 11 ■1111111111 ° J 1111111111 11111111111111111■1■iiin 1 1111 'I�111 "..■ ■11.11 ■11111111HIIIH'I ! !1111'.1 111 ■III IIIII t _!- ■1111 u!� IIIi I11 1111111 �i•Iiiiilii•iitiUuimm iIIIf-usnn �■ ROG- 2F.DWG III liIIlIH PIOhIiII IiiIU uIII IlI! Ills 10 HiNIlII I�II� � � III 1111111121111001111111111311. � IIiiIiiiI iiHiIIi � !�■■ 11111111111 ■i . 1 111 1/ I ® IIII I III 111 � 11 I11■III 11111 ■111#1111 ! 111111111 G 1 I Imo■ _m mI 1 1 ■ nt II■■■®IIIIII N111®IIIIII■■ IF I �I, I II i I A I - i iI1IIIIIIIII■ ■■ _ �dI111I11III11II1■ ► A I _ CYJ =ILI p .� ii 11111I11111111■ 1 i111B B I - ©I � I II� 1 I�I _ •IIIIHIIIIII111 ■11 111111 X111 ■11111A1111111 �� 1111111 ■III II �■ X1111 ■1.111111 ■11 111111 1111■ IIII�III ■111 I11I11111111111 1 ■1 !!! ::111111111111111■1 1 III 1111111 ■11111■ 1 1 I ■■1111 11111 ■1■ 1111111 1111111 1 ■ ® 1 i f i i ■ ■ ■ ■■..■■ ■■ Ull O J REFLEC.TE CE 1 L NG PLAN SCALE: EmppP- IU 1 ' �nli � I u111111 I II innumnimmil • a- 1 9 • REGIS -Er RC C N�ERJ.CIARK TATE OFWpSRINGTON 11 NORTH LEGEND ate; 11111 its- -I NOTE= L FOR L143511416 T-.34.52 01415. SEE DETAIL 5 I,, 4 3/ A0.1 2 Fax rAFFEEees As ISJPR_Y DUGT5 es ARP LAYOUT SEE 3. FeR T v OEd_d(R DETAILS 53M I / A9.1 w H 5 , I CL w ;; Coo perative ofR =So FPN: 9A4861 project no. 369902 date 02/19/99 revisions C 0 0) C -C co Ui I- RECEIVED cm DF TuKw!u CAR R qqq �Eanr a -NTE. I sheet title ° Reflected Ceiling Plans sheet A2.6 CORRIDOR SOFFIT FRAMINS SKYLIHT SECTION 55EG-I SGALE: 5/8. l'-0" EQUAL 1 1 1 L 1 1 1 1 KYLIGHT SEGTION B5F_--G-I SCALE: 5/8. 1'-0" * Gro up lieth Cooperative FPN: 9A4861 project no. 369902 date 02/19/99 revisions sheet title Building Section cirMFTSR MAP PERMIT CEN7, sheet 4 A . ROOM NMBR ROOM NAME WALL FINISH FLOOR FINISH BASE CEILING REMARKS C202 C203 FILE STORAGE CONFERENCE VWC /Pit VWC /PTI CP11 'CP, RB RB ACT ACT C204 C205 OFFICE i OFFICE : VWC /PT1 VWC /PT1 VCT 'CPT1 RB RB ACT ACT C206. C207 OFFICE I CONFERENCE VWC /PT1 VWC /PT1 ICPT1 CPT1 RB RB ACT AC C208 C209 OFFICE OPEN OFFICE VWC /PTI PT1 • CPT1 CPT1 RB RB ACT ACT D201 D202 TOILET PUBLIC HENS TOILET PUBLIC WOMENS PT1 PT1 CT CT CT CT GYP GYP D203 D204 MICROFICHE OFFICE VWC VWC CPT1 CPT1 RB RB ACT ACT D205 D206 COPY /PRINT /FAX KITCHEN VWC PT1 CPT1 VCT RB RB ACT ACT D207 D208 RECEPTION OFFICE VWC /PT1 VWC CPT1 CPT1 RB RB ACT ACT D209 D210 OFFICE OFFICE VWC VWC CPT1 CPT1 RB RB ACT ACT D211 D212 OFFICE TRAINING VWC VWC CPT1 CPT1 RB RB ACT ACT D213 D214 FILE STORAGE OFFICE VWC VWC CPT1 CPT1 RB RB ACT ACT D215 D216 OFFICE COPY /PRINT /FAX VWC VWC CPT1 CPT1 RB RB ACT ACT D217 D218 KITCHEN OPEN OFFICE PT1 PT1 VCT CPT1 RB RB ACT ACT 0219 CONFERENCE VWC CPT1 RB ACT BATHROOM ELEVATION BATHELEV SCALE: 1/4 "= I -0" O RECEPTION PLAN SCALE: 1/4"= 1' -0" LEGEND ACT CPT1 PT1 RB CT VWC VCT ACOUSTICAL TILE CARPET PAINT RUBBER BASE: 4" CERAMIC TILE VINYL WALL COVERING VINYL TILE 3 /H" 6115 EA. SIDE 3 5 /H" MIL. STUDS, TYP. U.N.O. VERIFY WIDTH o EXISTING PARTITION H.M. FRAME FRAME ANCHOR DOOR, REFER TO SCHEDULE O DOOR HEAD / JAMB SIM. DTL- 05,DWG SCALE 1 1/2 "= ]' - 0' p• L 44` MIN. CLR. VERIFY FOIL PUB —M ®® D201 t IL PUB —W 1 D202 PARTITION A5 SCHEDULED H.M. FRAME FRAME ANCHOR I/4 WIRE GLASS REMOVABLE MIL. STOP FRAME OPENING 3T3 0 BATHROOM PLAN SEE PARTITION xPES� FLOOR T LE MATCH EXISTING SCALE: I/4 „ = I' -O” DOOR HEAD / JAMS SIM. DTL- 06.D1J6 SCALE' 1 1/2 1' -0" MATCH ADJACENT FINISH AT NEW HALL I7 O T ELEVATION SATELEV scee vs re NOTES: SA T HROOM ELEVATION 2 EIATI$`N SCALE G/4 "= -VS'" PROVIDE HOLD-OPEN • WALE. RECI 6 -� 0 HALL DOOR ELEVATION HALL .EV DOOR & WINDOW TYPES TYP CAL DETAIL LOCATIONS 1. ALL DOORS OPENING TO CORRIDORS SRN, HAVE CLOSERS AND SMOKE GASKETS. 2. ALL HARDWARE SHALL BE LEVER HARDWARE & RATED FOR 20 MIN. DOOR ASSEMBLY_ ALL HARDWARE SHALL CONFORM TO THE 97' UBC CHAPTER 11 AND THE WASHINGTON STATE AMENDMENTS. 3. AT DOOR D4 AT CORRIDOR PROVIDE HOLD OPEN HARDWARE. 3 " -0 HIM DOOR 20 INK RAZED (WATCH EXISTING) t SOLID,, CORE WOOD DOOR 20 MM. RATED f i KD I® DOOR VINDO't ELEV. DR —TYPES SCALE: 3/4' :' —O" .✓�, ELEVATION HALL DOOR ELEVATION °.� MAL LFT EV SCALE: 1/4"= 1' -0" HY RECITE HM DOOR 3/4 HR_ RATED W/ WIRE GLAZING NON -RATED (WATCH ETBSANG) HY DOOR W WIRE GLAZING 20 MIN. RATED (PATCH EXISTING) I HM RECITE 3/4 HR. RATED W/ WIRE GLAZING. (MATCH EXISTING) SO NH ELEVATION FRAME TYPES HM FRAME 20 MIN. RATED (MATCH EXISTING) HM FRAME 20 MIN. RATED (MATCH EXISTING) 1:1ET ELEVATION 1 HALL DOOR ELEVATION BALLEL SCALE: 1/ O 0 ® O HALLE- SCALE: 4 1' -0" "Dckq HM FRAME 20 MIN. RATED (MATCH EXISTING) HM FRAME 20 MIN. RATED (MATCH EXISTING) HM FRAME NON - RATED (MATCH EXISTING) w cc w 0 C AGroup U C p .�.ve �� WAA CIau1T. of PugetSounc FPN: 9A4861 project no. 369902 date 02/25/99 revisions sheet title Schedules Details Door Types sheet A6.1 gECE VED CITY OF TUKWIIA I "A,R REMIT CENTER O ® t ()????T TIT? 1111111111111 cP R ROOF PLAN A8 -1 DWG NOTES O CURB DETAIL c� l: AT NEW INSTALLATION PATCH & PROVIDE ROOFING TO MATCH EXISTING. SCALE: 1 16' -0 FRAMED P.T. 4x10 CURB BASE FLASHING SKIRT FLASHING N¢YI FASTrTER INTO DECK B E' ot. EXIST. ROOFING EXIST. ROOF FRAMING BACKING SCALE: I I/2" - I'-o Dckok- CO Log C,) grAGroup " Coo erabve of Puget Sound FPN: 9A4861 .c o Q co 65 ct co O O c O co Q ma c }'�\� 0) C VJ E co cti Q c r6 co p W 15 p - H N project no. 369902 date 02/25/99 revisions sheet title Roof Plan sheet A8.1 RECEIVED CITY OF 111HWILA e'i:Q I' ' .'ERNIIT CENTER 09510 -01 VARI O DUCT ENCLOSURE 6 DTL69LDWG NTS. SCALE: 11/e= 1' -0° O IHR. RATED CORRIDOR @ FURRED PARTITION DTL79LDWG SCALE: 1 1/2'= 1' -0' q2 fiA MFE HANO. TO SIRGTRE AT EACH CORNER OF RJRRE ATTACH SACK HR. DIRECTLY TO FIXPI€ AT DIAGONAL CORERS TO RRCTLIRE ABOVE TO SYST@R NTH POSIHVE DEVILE OF cArA CAPAGTY OF IOOb OF IJ6R'RG MOIRE POSIT IN ANT DIRECTION gEL CO O R! TO UEC STAIDAR0 -2 REFERENCE TABLE5 NTS. ':l' If 1' D 1111 , 1111141111,111111111IIII11'i11'IV L.! , AIIII l U IIIIIVIIIII III I I I 116 H 1 b i i O NON-RATED 4 DTL49141116 12) 12 GA. WRES ® 8' -0' O.G. OR TO RESIST 5 PSF. TRANSVERSE !LOAD. ATTACH WITH HAND WRAPPED TIGHT LOOPS. ATTACH TO STRUCT. W/ POYEL DRIVEN OR EXPANSION TYPE ANCHORS. ATTACH TO MAR/ RUR PARALLEL OR PERPENDICULAR TO PARTITION. ACO 57 CAL ISLAi T(2' -O` EA. SIDE OF PARTITION NL.L.P ON ACOUSTIC CLAI_RRG SPACER AND GASKET SRS WALL CLIP CEILING TRIM SMED WALL 3 NAL:RIP EA-, TRIM DEMOUNTABLE YdALL SCALE = 1 1/2'= 1' - 0' PM. FOR (REFER TO FINISH SCH EDJ OM CONC. S AS Do ONE HOUR RATED CORRIDOR LID VJ/ MTL. STUDS AND 5/8' GWB TYPE "X" TO MATCH EXISTING FINISH CEILING ® CORRIDOR ACOUSTIC CEILING ® OFFICE SPACES I HOUR RATED CONSTRUCTION 25 GA. z 5 5/8" MTL. STUDS as 2' -0" O.G. W/ 5/8" TYPE "X" GW3 ® EA. SIDE CONT. 20 6A. MTL. RUNNER ANCHORED TO FLOOR aR 18" O.G. RESILIENT BASE FINISH FLOOR (SEE FINISH SCHEDULE) ON CONCRETE FLOOR SLAB IHR. RATED CORRIDOR' PARTITION D'TL591.DWG SCALE. 1 1/2'= 1' -0° C rieNth Cooperative of PugetSound FPN: 9A4861 r ``^ E 0 o e O) Q a a ( to c cd ad a.) W O H N project no. 369902 date 02/19/99 revisions sheet title Misc. Details sheet A9.1 RECEIVER ary oR Tulawlu , P 909 FERN T CENTER 2. DESIGN LOADING CRITERIA CRITERIA 1. ALL MATERIALS WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1997 EDITION). ROOF LIVE LOAD 25 PS ROOF LIVE LOAD (PUBLIC ACCESSIBLE) 100 PSF FLOOR LIVE LOAD (OFFICES) 50 PST STAIR AND CORRIDOR LIVE LOAD 100 PSF PARTITION LOADING 20 PSF GUARDRP7LS/BALCONY RAILS 59 PLF MECHANICAL UNITS WEIS115 FURNISHED BY MANUFACTURER WIND 80 MPH, EXPOSURE 'B' EARTHQUAKE ZONE 3, RA =4.5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL 3E USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND LONSIRUCIIGN. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY ND 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 11E DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVHXE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL All FINN CONECTION6 HAVE BEEN COMPLETED IN ACCORDANCE WITH IHE PLANS 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURE. REWIRED TO PERFORM TIE WORK THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBIUN FOR THE SPECIFIC WOOING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FRONT TEE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFEiY DEFICIENCIES GE THE OWNER, CONTRACTORS, OR OTHER ENIII ES OR PERSONS AT THE PROJECT SITE 7. CONTRACTOR - INITIATED CHANGES SHALL BE SBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHORN ON SHOP DRAWINGS ONLY NIL NOT THIS REOUIREMENT. 8. DRAWINGS INDICATE SAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER T0, DETAILS SHOW, SIMILAR DETAILS OF CONSTRUCTION SHAD BE USED, SUBJECT TO REVIEW ANA APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER 9. ALL STRUCTURAL SY51E16 WILT ARE TO BE OOIPOSELOF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY 11£ SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING. STORAGE AND ERECTION ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER B. C. D. RE/OVATION 10 DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY CO/0111101 SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REOUIRED' IN A MANNER SUITABLE TO THE BORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED *ERE AND PS NOTED ON THE PLANS SAW CUTTING, IF AND YAHERE USED. SHALL' NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL 8E ACCOMPLISHED BY SAW CURING WHEREVER POSSIBLE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE WHERE NEW REINFORCING TERMINATES AT DUSTING CONCRETE, DOWELS EPDXY GROUTED INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, DRESS OTHERWISE NOTED ON PLANS. CONCRETE 11. CONCRETE SHALL BE MIXtED, PROPORTIONED, CONVLIED AND PLACED IN ACCORDANCE WITH UBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF Tc =2500 PSI AND MIX SHALL HAVE A MAXIMUM ABSOLUTE WATER CEMENT RATIO OF 058 FOR NON -AIR ENTRAINED CONCRETE AND 0.46 FOR AIR- FIARAIN D CONCKIE CONCRETE SHALL BE PROPORTIONED TC PRODUCE A SLUMP OF 5' OR LESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER Ate THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE THE CONCRETE PERFORMANCE MIX SHALL INCLUDE 11f MARTINIS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS VEIL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH U.B.C. 1905.3. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED COFOOLS GENERALLY WITH CONTRACT DOCUMENTS CONTRACTOR CR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER STALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASIA C260, C494, and C61& TOTAL AIR CONTENT FOR FROST- RESISTANT CONCRETE SHALL BE IN ACCORDANCE WW1 TABLE 19 -A -1 OF THE UNIFORM BUILDING CODE 12 REINFORCING STEEL SHALL CONFORM TO ASIA A615 (INCLUDING SUPPLEMENT S), GRADE 60, F1=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, Fy40,000 PSI. YEIDED WILE FABRIC SHAT CONFORM TO ASIA A -185. 13. REINFORCING STEEL SHALL BE DETAILED (INCIDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 -92 AND 318 -95 LAP ALL CONTINUOUS REINFORCEMENT AND SHAM 40 BAR DIAMETERS OR 2' -0' MINIMUM PROVIDE CORNER BARS AT ALL WALL AID FOOTING INTERSECTIONS LAP CORNER BARS { AND SMALLER 40 BAR DIAMETERS CR 2' -0 MINIMUM. LAPS OF LARDER BARS SHALL BE MACE U ACCORDANCE WITH AC 318 -95, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY 11E STRUCTURAL ENGINEER 14. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE IN ACLGIDNKE WITH UBC SECTION 1907.7. TO FOOTINGS IGS AND OTHER UNFORMED ACES CAST AGAINS..... 3'.. XP ORMED SURFACES CAST AGAINST AND PERNAYENRY OSED, E FOAMED SURFACES EXPOSED TO EARTH OR WEARER (06 BARS OR LARGEt)... .. 2' I (T BARS OR SMALLER) ... ..........:.. 1 -1/2' COLOR TIES OR SPIRAL,: S AAS.STIRRUPS 1 -T/2' SLABS MD WAILS (INT. FACE)... .GREATER OF BAR DIAMETER PLUS 1/8' OR3/4' SIEE1. 15. STRUCTURAL STET CESIM, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS'. OF THE ALSO SPECIFICATIONS ANA CODES: 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN. 2 CODE OF STANDARD PRACTICE FOR SEE. BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF 1Ff FOLLOWING SENTENCE IN PARAGRAPH-4.21: 'THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION GF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE STOP DRAWINGS' 3. SPECIFICATION FOR STRUCTURAL JOINTS USING AST. A325 OR M90 BOLTS, 16, STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASIA A36, Fr36 KSL STEEL PIPE SHALL CONFORM TO ASE A -53, TYPE E OR S, GRADE B. Fp35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ATM A50D, GRADE B. Fr46 KS. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASE A307. 17. ALL WELDING SHALL BE IN CONFORMANCE WITH M.SC. AND AWLS STANDARDS AND SHALL BE PERFORMED BY WARS. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWLS) ) SHALL BE USED. NOD la ERAMBIG M1*IER SHALL BE OW DRIED OR 1C-19, NET GREED ALAN TURN) IN COHFORILAN E NM PACER STNONII GRIENS PLRS HER BEST COST LINER No, 16. FURNISH TO TIE FILEONDG Nm01®Y AILDAC&E2 RIM (2X TUBERS) ARM -FIR IRS 2 MDR ON BASE INN. = WR PSI (35 AND 4X *BARS) DURAS FIR MI. 9 IMAM BASE YNJ1; Fb = N00 HEMS: (BNO- 6X Ale URGER) DOIQAS FIR MD, 1 NIMILAN BAT WIRE 19 = 9TAi PSI POSTS: (4X WIRERS) DOUGLAS FIR NR 2 WNW BASE VAUIE Fe = 9:UO P38 (61 ND LARIIR) 0OI1$AS FM NMI. 1 MD 1*11* BILE ME, Fe = 98 Pia STUDS, RATES & MLSC FRNNMt FEIN-FIR SFNNMRD GRAPE DS STUDS NO RATESc F€M --FIR SRO NICE DECKING: (2X6 TO 4E) 14311-FIR COAL TED MO*IRIM NEE vWE F6 = 135') PST 19. 51DD LAMINATED WIRERS SHALL Ef FABRICATED 1N CONECERANE 'NEIL !NO AND AITC SEROMES EACH IEIEER SHALL WAR AN A.LLIG BEDRINFIC.A11011 MIME AND SHALL BE ACCOVNOED BY AN ALEC. CERWE 09S OF COIRRINEE AN. STARE SPAN BANS SHILL BE IWNASAS FIR CO NERNA1RN 24F -YE, 11=2,4011 PS, Fr/165 PSI. NL CANTILEVERED BENS NINA. BR NIXON FIR cremm 9[®I 241-19. FL. 2400 PSI, Fr165 PSI. CARDER ALL SORE SPAY. GNU.* BEMS 10 2JDO' RADIUS, UNLESS SHOWN 016:111SE DI TEE RASE GWEN TOMS 91151 BE ame- LAS FIR COI®BIATIOI 1105, FF2400 PST, E- 23109000 PSI. 20 LANIARD SHEER IIINERR (LW) SHALL DE MNIFACN. l ODER A RECESS APPROVD BY TIE NATIONAL RESEARCH BONN EMI PIECE SINN TITER A AAUP OR AMPS IDIDS TIE NNE CO'':? PUN RIMER BR NE MN INACRLER, 15E CRAM TEE NATIONAL RESEARCH BOND MINK, NO RE OJAUIY C011101 AMY ALL LAMNATED VENEER BASER SHILLS COME TN A ILRE WEN ER l -926 USING DOUGLAS FIR 1HIEM GLe'. YEN A INEYRODE A6'ESIDE Ilii$PNG TEE RECOIElIllS ff ASOL 02559 YNH N. GRAN MILE MOW L 1 OF If MIEEER DE WIRIER SHILL HATE THE RIMING NION N PYFRIIIE Fb=2600 PSI, F1800 ESL F2115 PSI DESIGN SHOW Of ems 15 BASED ON TOM MNIFADNA D BY NE CORPORATION. ALTERNATE RNNFACLI NG MAY BE 115W SUMO REIN. NO '.I APPROVAL BY 11E ARDDIECI AND SPTIDCNRN Elm, MENNAE MT HANERS AND 01/ER HARDWIRE MAY B SUBSQRIFD FR 11016 WON HOMED WET HATE LCRO. APPROVAL FOR EOUAL NR GREATER LORI micros, at ST 110WE S AID OUR HARDWARE SHALL BE COPATIBLE III SIZE VON TOWN PLINANIX 21.': PARALE: STRAND WRIER (Pa.) BRAD SHALL EE MANFACILED NEE R A FARNESS APPROVED BY TIE NATION MARDI BMW EMI PEW NMI FEAR A SNIP CR sears N01MG DE MILE me FLANS NNNM W WA ALAN , DE GRWR BE emu_ loam owe LIMES,, me TIE QOILWR CORM RIEMCYI PAL PARNLZ SEND MEER DIAL BE HINFACRIED TM WIN 11E$3 -292 CUED NH A WAIDPROF MERE KENN 1W RECTOONITS OF ASV 0859 1111H AL GRAIL PAMLIR NTH 11E IE4NBT OF BE NEVER. I Flt =29110 PSI, E=200L 161, F1290 PSI (FOR 2IE 10836) F1=3100 PSI, E =2109 N51, Fz29E PSI (FOR 2.1E TENONS) NOM SHIN ON PI/16 IS BAWD ON OMER WNFA.CNEED OY 1W 1116-KIST CORPORATION. ALIFRMAE MNd:IC IDIEPS MAY DE USED RIBECT W WW1 AN APPROVAL BY 0E AR1tEIECF ANC SWFCRRAL erapam ALEENATE JOTS FOAL APO 01FER HMeWE MAYBE RIMSRR1® oat ITH6 NM PRUNED DU HATE LOBEL APPROVAL 1118 EAU_ UR GREATEN 10/0 CAPAQTIESS. NL JOIST HAIL Pie OTTER HARDWARE SHILL TIE C O PAJDRO TM SIZE NW MENEM PROVIDED. 22 STRUCTURAL COD PAWL DEMO.: (PLYNDOD) SHILL BE IPA RATED PANS NTH DPOSIE 1 CASSIEICATIOE RDff SHEATHING SHALL BE 1/2 (1NEIAL) TINT WPM RATING 24/0. FLOOR REAMING SHILL DE 3/4' (ODNIN) WO SPAN RAM 40/20. tel SEAMING MALL BE 1/1 (MONYAF) WTD SPAN RATING 24/0 REFER 10 we FRAMEG NOTES BERN am ream maw EANIImBNS. 23. ALL WOW IN DINED CONTACT WM CONCRETE CR MOM' SHALL BE PRESUME- TREATED NM NP APPROVED PRE'RRVATIW OU (2) NAVELS OF awe ILT DEFECIATFD MEWING PAPER %HALL BE PROVIDED I£1 01 UHNOATED ,DOD lie COLIREIE CR 24. 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 1205 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. Ail BOLTS IN WOOD MEMBERS SHALL CONFORM TO AST. A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF AU. BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. AU. SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL SAW WNW JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH ° LUS' SERIES JOIST HANGERS. ALL PLYAOOD WEB JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH it SERIES JOIST HANGERS. 25. MOOD FASTENERS A NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH 6d 2' 8d 2 -1/2 10d 3" 12d 3 -1/4 16d 3-1/2 DIAMETER 0.113" 0.131' 0.148" 0.148 0.162' IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS,THE - STALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIM!R TO CONSTRUCTION) FOR REVIEW AND APPROVAL & NAILS - PLYWOOD (AAA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 26. WOOD FRAMING NOTES -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS A ALL WOOD FRAMING DETAILS NOT SHINN OTHERWISE SHALL BE CONSTRUCTED TO TIE MORN STANDARDS OF THE UNIFORM BUILDING CODE MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 23 -1 -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 TAG BOLTS BEARING ON HOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (1991 REVISED EDITION.) B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL'.. BE 2x4 STUDS 016" O.C. AT INTERIOR WALLS AND 2x6 0.24' O.C. AT EXERIOR WRNS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE. END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2,R 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 OWN 5-0" M N05911. 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 EMAIL EACH SCUD TO BOTTOM PLATE. WITH TWO 16d NAILS. FATE NAIL DOUBLE TOP PLATE WITH 16d 0 12' O.C. AND LAP MINIMUM 4' -0' AT JOINTS MD PROVIDE SIX TEA NAILS 0 4 O.C. EACH SIDE.. JOINT. ALL 5111) . WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS 0 12" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8' DIALECT ANCHOR BOLTS (WITH 7 MINIMUM EMBEDMENT) 04' -0 SC. UNLESS INDICATED OTHERWISE INDIVIDUALL MEMBERS OF BUILT - UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d 0 12 O.C. STAGGERED. REFER TO THE FLANS AND SHEARWALL SCHEDULE FOR REQUIRED . SHEATHING AND NAILING. WEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING WITH NAILS 0 7" O.C. USE 5d COOLER NAILS OR 1/2' GM AND 6d COOLER NAILS FOR 5/8" GWB. PROVIDE 1/2" (NOMINAL) APA RATED SHEATHING (IPM RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UN- SUPPORTE) EDGES), AND TOP AND BOTTOM PLATES WITH 8d 0 6 O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d 0 12" O.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 MAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS' OTHERWISE NOTED. PROVIDE BRIDGING 0 B' 0.C. MID SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS' IN ACCORDANCE PAIR NOTES ABOVE NAIL ALL MULTI-JOIST BEAMS TOGETHER MATH 16d 012" O.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 0 6 O.0 TO FRAMED PANEL EDGES AND OWN STUD WALLS AS SHOWN ON PLANS AND 0 12 O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CUPS 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 ltd 0 12" O.C.UNLESS OTHERWISE NOTED.' AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT AIL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. A i , 1, c1JCT1 I NOTES "Dovq 1) () Group Health Cooperative Fug «! FPN: 9A4861 ,eXP1RE5 X/25J 0 ai C . 0) 1` (Si 0 0 N U_ O t 0 o al a CL E co t 0 CC� project no. 289611 dote 00 /00 /00 revisions sheet title co General Structural Notes sheet N _ o 0) C 0 0) LE Co 06 F- S1.0 ECEIVED cllr R o� Tuuwlu 1:.R ,109 PERMIT CENTER GLB 8 CO GIB 5 GLB 8 E GLB 8 R1 PERMIT SET 3 -1 -99 - -_- T co 0 0 0 N c N O a � , Q O O Q N • E — cn 0 CO GIB 0034.5 71 I Cl -�l Metroplitan Park to R.O.C. Tenant Improvement 12400 East Marginal Way South Tukwila, Washington 98124 (E) Gt.B 83/434.5 -[j hulA I 11111111 '1h (E) GLB 0034.5 u_ ® ®CORN[RSJON[ ARCHIJ[CIURAL GROUP,P5 1904 RD AVENUE, SURE 500 206 .682.5000 SEAIIEF, WESHINGION 98101 FAX 206.621.1112 PERMIT SET - - 3 -1 -99 I 70 -- e. _ N _. cc 3 -- N O 03 0. CO 0 rn 0 (E) GLB 5I/8a21 - _ (E) Metroplitan Park to R.O.C. Tenant Improvement 1240 East Marginal Way Sout Tukwila, Washington 98124 L_1 i'Qa r i' ARCHI1CCJURAI GROUP, P.S. 1904 THIRD AVENUE, SUITE 500 206.682.5000 U11LE,WASHIN6f0N 98101 fAN 206.621. 'CORNCRSIONC BOS %'4x BEY010 OM PER 9I IMI RMigACRANO EXISrG 2is PER PLAN PROVIDE 2x LEDGER WHERE SPACE DOES NOT'.. PERMIT APPLICATION OF NEW HANGER NEW 4x PER PLAN NEW 4z BEYOND NEW CONC. TOPPING TO MATCH EXISrG. REINE HEXAGONAL MESH CHORD. 3 /4 ° PLYWOOD SHEATHING `/ 108 0 roc. 0 SUPPORTED EDGES & 10 ° ac 0 INTERMEDIATE SUPORTS 2x8 0 16 oc. ON U28 HANGERS I \ EXISrG TJ50 JOISTS — EXISrO HDR BEAM CONTRACTOR TO MERRY SIZE & NOTIFY STRUCTURAL ENGINEER 2x12 LEDGER ■/ (2) 5/8°4 x 5' LAG SCREWS 0T6'ac. EXISrG GIB PER PLAN N7 001IC. WANG TO YARYI EXISSG. BERG 7 100 MEM Dom ;i PLYRIOO NFARIID 7 HR • A i 9& CRIED EBCOS 0 Woe. i IMIEPJFDIAIE 9P0R6 2x8 0 Tr= ON W28 NNEIRS Ensrc leo JOISTS ' ' , -EXESIG OCR €€NI =TRAM 10 MERAFY ME A NOM SOMICOMUL 1�. MI EDON 2.8 L®RR y (2)1640 &ac NEW CONC. TOPPING TO MATCH EXISYG. REINF w/ HEXAGONAL MESH CNTR'. 3 /4 PLYWOOD SHEATHING 7 10d ® roc. 0 SUPPORTED EDGES & lO INTERMEDIATE SUPORTS 2x8 0 t6 ON U28 HANGERS \_EXISYG TJ50 JOISTS EXISTG HDR BEAM EA. SIDE CONTRACTOR TO VERIFY SIZE & NOTIFY STRUCTURAL ENGINEER 2x6 LEDGER W / (2) 5 /4 ° 4 x 5 LAG SCREY8 0 l6 RxYIRES 2/25/9 Group Health Cooperative ruaF.. S�-a FPN: 9A4861 project no. 289611 shee Interior Framing Details date 00 /00 /00 revisions sheet S3 title RECEIVED CITY OF TUKWILq THAT I , ,99n PERMIT CENTER ' j J e , TYPE SN CONSTRUCTION y TYPE ? CONSTRUCTION ONE STORY TWO STORY Ir. HI f..% N - �_ 'H ® .. \ , ,:�wl c J ' L Yi J {` -- �_ �IIL II — • a �I. = = �^l pru -- . i _ / ►! II !{ III! �/�/ J// ///// / / /i / / //�� / /� /� / /� / % / / /i %�it'1— ��{ ell = � V � - . !{ � 1 ^i I e' �� r {{— _ r° yr -- it - �]I��i 111 31 [✓� G ! � T - 11r- II ►��lll! 71111 Ya L — ArrLi, II I{ IIII� ollil CAI { ®ollllboH �, �� I 'All II --AL I!� IIII 11 ®allll l}II Im ll ----w f/ fJr�/ J / /////J//!// / / / /// / / %/% ///�/ �j Mff For Arzy kim 006_ FIRST FLOOR FLAN A2 - LDWG LEGEND NOTE: (SHOWN HATCHED) NO WORK THIS LEVEL ONE HOUR C❑RRID ❑R SCALE: 1 "= E0' -0" G A- Loot C) revisions u G Health Cooperative of Puget Scund FPN: 9A4861 * N co O O i Oc D) E co co c : g i 0 c� 1- I ru o - ° - N project no. 369902 date 02/19/99 A2.1 RECEIVEp CITY OF n`(lNll_q sheet title First Floor Plan sheet GENERAL NOTES GENERAL RE CONTRAI STALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL APPLICABLE SAFETY COTES. 2 1!E CONTRACTOR SHALL 69.3.0 6Y AND HOLD THE OWN. /ARCHTECT/ENCINEER HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR DAM. TO PR07(RTY CAUSED BY ME NEGLIGENCE O THE CONTRACTOR, HIS AGTNTS, EMPLOYEES. OR ...ACTORS. 3. EACH CONTRACT. SHALL A RESPONSIBLE FQU DAMAGE TO ADJACENT WORT( AND SHALL REPAIR SAID DAMAGE AT HIS OWN M. N. CONTRACTOR TO OMAN ALL PERMITS AND APPROVALS 4 NOT USED OI}S AS W. SHALL anFORM TO THE APPLICABLE BUILDING CODES AND CRP IN CASE OF ANY CONFLICT WHERE THE ME.. CR STANDARDS OF INSTALATIGN OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE RECUNEEMENTS OF TIE LAVE. OR commas, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT CF ALL CONFLICTS. DIMENSIONS 1. ALL WOR1111NN 040W44 CM THE DRAWINGS MATTE TO EASING CONDITIONS IS OVEN AS THE BEST PRESENT KNOV9EDCf BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND WENSONS All SHALL NOTIFY TE ARUeIECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO P000050NG WITH THE WORK. 2. D1YEN9CNS Cf PLANS ARE TYPICAL TO THE FINISHED FACE OF WALLS, UNLESS NOTED OIIERWISE. 3. 00 NOT SCALE DRAWINGS THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON TIE DRAM. AND ACTUAL FELD IEASIAFEMENTS. NOTIFY THE ARCHITECT IF 20000 PAN0ES ARE FOUND. 4. COdINAgN: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FCR THE VERIFICATION AND COMMON OF TIE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPEORCATONS. FIRE PROTECTION 1. FIE PROTECTION ALTERATIONS DESIGN -BUILD AS REQUIRED. SUBMIT ALL REQUIRED DRAWINGS TO ALL CODE OFlCALS All PRE MARSHALL 2. PROVIDE FIRE PROTECTION AT AU. PENETRATORS OF FIRE RATED ELMEENTS AS REQUIRED BY CODE CONSTRUCTION 1. CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MENNANICAL AND ELECTRICAL ELEMENTS All OILER EXISTING .INTIONS PRIOR TO &rGNNING THE LURK. 2 CONTRACTOR 91ALL A RESPONSIBLE FOR PRO4INNG WALL BLOODING REQUIRED FOR WALL AND CEUNG 042N100 HENS. 3. IFE.fE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS. VENTS, ETC. ALL SUCH LINES .AIL BE CONCEALED OR 00005D AND FILMED. UNLESS NOTED AS EXPOSED ON CONSTRUCTION DRAWINGS. 4. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE FLUSH. 5 PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. 6. GENERAL CONTRACTOR IS TO COORDINATE ELECTRICAL AND PLUMBING CONTRACTORS FCR ALL REPAIRED NS, IRED ROUGH -I AND TRENCHING REWIRED FOR ELECTRICAL AND PLUMBING RUNS. PROVIDE PRESSURE TREATED WOW Al ALL LOCATIONS WHERE WOOD IS EXPOSED TO THE EXTERIOR OR WHERE WOOD CONES INTO CONTACT WIN CONCRETE OR SOIL. CEILING 1. CHUNG HEIGHTS. WHERE INDICATED, ARE FROM FINISHED fL00R TO BOTTOM OF CEILING RM. SURFACE FINISHES 1. ALL PANT AND WALLCOVEMNGS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOmElDATONS 2 PREPARE FLOOR PER MANUFACTURER'S RECOMMENDATIONS TO PRO. LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS. MECHANICAL & ELECTRICAL 1. FOR ELECTRICAL & MECHANICAL SYSTEMS SEE MECHANICAL AND ELECTRICAL DRAWINGS. 2 IECHAMCAL & ELECTRICAL CONTRACTORS SHALL BE RESPONSIBLE TO MAINTAIN WMPLANCE WITH APPLICABLE COOS AND STANDARDS. AND OBTAIN ALL NECESSARY PERMITS AND APPROVALS 3. DEVIATORS FROM DIMENSIONED LOCATORS MUST BE APPROVED BY THE ARCHITECT OR OWNERS PROJECT MANACLE DISCREPANOES BETWEEN EXISTING CWDITWS AND CONTRACT .UMFNTS SHOULD BE C.10 TO THE ATTENTION OF THE ARCHITECT. WASHINGTON STATE NON - RESIDENTAIL ENERGY CODE DATA ENVELOPE SU -6NARY LIGHTING SUMMARY MEGHAINGAL SUMMARY NO CHANGES TO EXTERIOR WALLS NO CHANGES TO FLOOR SLAB ADDITION OF eo SKYLIGHT TO ROOF AREA SEE ENVELOPE CALCULATIONS PROVIDED BY LIGHTTNG PAWNER ALLOWANCE METHOD. SEE LIGHTING CALCULATIONS. BELOW TOTAL WATTS FOR INTERIOR = OK COMPLIANCE BY COMPLEX SYSTEM APPROACH DRAWING INDEX CODE INFORMATION ARCHITECTURAL AC SITE PLAN / COVER SHEET A2.1 EXISTING FIRST FLIER PLAN 022 EXISTING SECOND FLOOR PLAN A2.3 DEMOLITION PLAN A2.4 FLOOR PLAN A2.5 FURNITURE PLAN A2.6 REFLECTED CEILING PLAN A4.1 BUILDING SECTION A6.1 SCHEDULES /DETAILS /DM TYPES A8.1 ROIL PLAN 09.1 MISC. DETAILS STRUCTURAL STD GENERA. STRUCTURAL NINES RD FLAB PLAN S21 arm FRANC PIAM 53,1 'firma; MANDE ETAS ELECTRICAL E08 SYMBOS AND AIBREVUTNMS EU RISER, LOMB CALLS AID OETOIS E12 Liar. FL= PIA (13 PAVER A ND 5IAM1 FLIER PLAN 0.0 PMEL SCHEDULES MECHANICAL H-A LEGENDS 6 KITES M73 ROY mix PUN M 752 2ND 1010€ YETCE AREA NM PLAN M -SS HVAC SCHEDULES M-S2 HVAC S.D.S 14-11 DETAILS TAX IDENTIFICATION NUMBER 734060 - 0480 -00 734560-0490-03 LEGAL DESCRIPTION That portion of tracts 21, 22, 31, and 32, Riverside Interurban Tracts, according to the Plat retarded in Volume 10, of Plats, page 74, in King Canty, 0020000141200. more particularly described as follows: Beginning of a point on the westerly margin of primary state Highway No. 1, Foster interchange to South 118th Street, as condemned under Superior Court Cane No 646846. Rat beam south 0433'59 east 165.03 feet &stunt from the paint of curvature of the west margin highway engilees station 76 +05.30 said point also being the southeast corner of that certain tract of land as descrbed in option agreement recorded under Auditors Fie No. 7506090405 thence south 0433'50 east along said margin 615.17 feet to a point lying 110 feet westerly of and opposite engineers station 66125; thence south 5819'00 west along said highway magi) 230.32 feet; thence south 1809'20 east °lag said highway margin 36.80 feet to the south line of tract 32 of the Rota Interurban Tracts, thence north 891724' WRf 476.97 feet along the south line of tracts 31 and 32 to the easterly margin of East Marginal Way as established by warranty deed found A King Canty records, King Campy Rider's No. 7412090465; thence north 1838'24 west 44248 feet along said easterly margin; thence north 1254'24' west 443.48 feet airing 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 Fie No. 7506090405 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. L BUILDING ADDRESS 2..l1RLSOIC1DP1 3. LAND USE AEBI€ 4. WILDDE EASE S. EE0151RICTI0WI TYPE 6 0CRA'A0LO GROW I VET 7. SCOPE €F 5LLRiC THIS REELECT ALL W9X8D TO 00000 11 TO THE FO.LBERG MINN 0000.0001 0150 1997 000010 11150111 I(U MICA( CM 1947 MEN BANPO81 0ECEBEAL CBE 1093 GERM 014(41710 FIE CODE 1997 0080 N MIME MAW OM 1937 MOM AMMAN OISABLIDES ACT OE1095 AJR7/1IFYA 101 LIE SAFETY COPE 1901 WASFWI&TUI STATE 0001 (F EE031 pA81.) WAMICT011 S(AIE W7s0. OPTS 11,13, 20 WAMNOTON STATE FEE L4'6 NC AMPVINENTS1 WAS080T00 STATE NERVY ME 1933 WAS-3106 STATE VEMPLAPEN CARE 1 FEE PROOEC01549 BY 008805 E€0001 TO COOLO TO TO NEPA 13 REQJARE J.NOS BENT OESION s DRADI " 07 11042 04 ESE E` P$ FOR APPROVALS_ vi SITE PLAN SCE= r = TUIi' CIRCULATIDN 124B0 E. PARENAL WAY S. Seorttle, Waddington 90124 C100 OF 110KIAILA PROPOSED NEW WORK 2ND FLOOR DECAL LB'GEE0 DIOLLC Y 1447 OttE of 90A. SINE AY TUTS TYPE SOW S.' VO.Es I TYRE A-N VTIRTICLEOEE (10051 5 WEENIE 270,937 Sf BEP4ARGAIEYUR AEA UCQD'ANCY LAIN 21,955 SF B R.. TY 36,73 SF F 1 ?1Em 7,130 ST F 1 WAREINISE 27.893 ST S 2 FBETT FLIER EDTIQE 35,99 Sf B SEEDS FIBER OFFICE 46209 SF B SEEM FLOWR 8101111$ 8,529 SF B 11BTAt 136.412 Si ' NEW EINSONEEEN mamma y imiavatours ENVY 219783 SF EIFIEE SPAT 2'110 FLEUR 416.97 774.30' NORTH PROJECT TEAM Owner: Group Health Cooperative 521 Wall Street Seattle, WA 98121 206/448 -2355 Proj. Mgr: Joe Neuenschwander Architect: Cornerstone Architectural Croup 1904 3rd Ave Suite 500 Seattle, WA 98101 206 / 682 -5000 Project Mgr: Alex Clark Structural: Swenson Say Faget 2124 Third Ave Suite 100 Seattle, WA 98121 Project Manager: Dan Say LOCATION MAP �IIIIIIIIIIIUIIIIIIIIHIIII \ (Z/ / / / / / / / / / / / / / / /// 00 E_- V////////////////// EKISTING PPRKING (77111717�/7/�/////T '_/ / / / / / / / / / / / / / / /2_J SOUTH 124th STREET PARKING CALCS TOTAL EXISTING STALLS 655 TOTAL REQUIRED STALLS 420 655 > 420, THEREFORE OK u nderstand tnat the P. Check approvals are 7ect to eners and onssons and approval of u,ans does not - luthor'za the violation of anY at cod^- or ordinance. Rene ,.1 ot co Atari's copy pproved al v ckr` vul edged. Electrical: Sparling 720 Olive Way Suite 1100 Seattle, WA 98101-1853 206/224 -3625 Project Mgr. Jay Larsen Mechanical: Holaday Parks, Inc. 4600 S. 134th Place P. 0. Box 69208 Seattle, WA 98168 -9208 206/762 -3311 Project Mgr: BJ Giri AREA TYPE AREA PARKING REQ. STALLS REG. OCCUPIED AREAS 136,412 SF 3/1000 SF 409 (NON- WAREHOUSE) WAREHOUSE AREAS 21,890 SF 1.0/2000 SF 11 UNOCCUPIED AREA 72,230 SF 0 MECH /ELEC /CORRS. 41,555 SF TOTALS 270,937 SF SEE ABOVE RANICAL LECTRICA © PLUM 0 GAS PlPitYjG rort of To kfairrIA BUILIDKOCk DD NORTH 420 I p. C) v AA`` � W co E o > a C as as Q ° 5 _ 5 � 0 W kV !11 N o CV revisions AC W HeNth Cooperalive of Fuget Sound FPN= 9A4861 project no. 369902 date 02/25/99 Co CS) (1C • . . . . CITY O r r n.,,,,q PERMIT (.EATS_ sheet title Cover Sheet ,-�1[! -i sheet