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Permit D96-0071 - UNITED SUPPORT ASSOCIATION - EXIT CORRIDOR, ADA RAMP AND WALLS
City of Tukwila ?, (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING:. IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 359700 -0023 Address: 14675 INTERURBAN AV S Suite No: Location: Category: ACOM Type: DEVPERM Zoning: RCM Const Type: III -N Gas /Elec.: Units: 001 Setbacks: North: .0 South Water: N/A Sewer Wetlands: Slopes .0 : N /A. . Y Contractor License No: JMSCOC *150RS Permit No: Status: Issued: Expires: D96 -0071 ISSUED 03/07/1997 09/03/1997 Occupancy: OFFICE UBC: 1994 Fire Protection: SPRINKLERS East: .0 West: .0 Streams: OCCUPANT UNITED SUPPORT ASSOCIATION 14675 INTERURBAN AV S, TUKWILA WA 98188 OWNER SAGHI J M ENTERPRISES 2298 PACIFIC AVE, SAN FRANCISCO CA CONTACT STEVE NAVARRO Phone: 206 441 -1449 MARVIN STEIN AND ASSOC, 2221 5TH AVE S, SEATTLE WA 98121 CONTRACTOR J M S CONSTRUCTION CO. Phone: 206 883 -0241 8809 148 AV NE, REDMOND, WA 98052 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: REDIRECTING EXIT CORRIDOR AND INSTALLATION OF HANDICAP RAMP TO FRONT OF BUILDING. CONSTRUCTION OF NEW WALLS TO CREATE OFFICES AND SEMINAR ROOM. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 180,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: Y No: 1 Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,178.46 *********************************************** * ****`** p** * * * * * * * * * * * * * * * * * * * * **� * * * * * ** Permit Center Authorized S i gnature : 4` 1 �! O� Date : 3 C `] - - -- I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. �/ Date: 3 % 2A7 Signature: Print Name: _Lt L:i'.cl� 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. CITY OF TUKWILA Address: 14675 INTERURBAN AV S Permit No: D96 -0071 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 11/13/1996 Parcel #: 359700 -0023 Issued: 03/07/1997 ' 4*' k** k**' k*******' k***** k******************** k**' k* **'k***** **'k *****kk* **k *44*4 Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division, 2. Plumbing permits shall,be obtained through. the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by.-that agency (248 - 6630). 4. All mechanical, work shall be under separate permit issued by the City of Tukwila. 5. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con - struct'.ion. These document_ are to be maintained and avail ableunt:.il final inspection approval is granted. 6. An_y:mew ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone.3. 7. Partition walis'attached to ceiling grid must be laterally braced if over eight (8) feet in length. 8. All construction to be done:in conformance with approved .plans and requirements of the Uniform Building Code (1994 Edi.ti.on) as. amended, Uniform Mechanical Code (1994 Edition), and'Washington State Energy Code 11994 Edition). 9. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall.not be con- strued'to be a permit for or an, approval of,-any violation of any o.f the provisions of the building code 'or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall'be valid. 10. Temporary erosion control measures shall be implemented as the first order of businessto prevent sedimentation off - site or into existing storm drainage facilities. 11. THE EXISTING STORM.DRAINAGE SYSTEM IN THE PARKING LOT SHALL BE CLEANED, CATCH BASINS VACUUMED AND REGROUTED. 12. It shall be verified in writ:ing:to the City Utilites Inspector that the fire loop system for the building contains a State Department of- Health approved detector double check valve assembly. This shall be done prior to the Final Inspection. CITY OFD JKWILA Permit Center 6300 Southcenter Boulevard, 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 accr;;+ted for plan review. Applications will not be accepted through the mai: or facsimile. Project Name/Tenant: Value of Conscti n: Oo Site Address: City State/Zip: /1/6 7r /al/ritctE°dAt./ ili4' F. Aline 7,6/66 Tax Parcel Number. ..a y7it7D -0023 (IX E"44 Property Owner:, / (�' /% phone: Street Address: City State /Zip: 2 YB 3 7 /0,7/ �c ' T� 2v/ ea, //kV Fax #: 8r7 — 66C2C2 Phone: ' /I/ i I (. M Contact Person: �j } �TZ L`e �(�i�G %4r'L/LO rflpidefiv" �j �y' 4r ,) Street Address: ,A„ sty State/Zip: ZZ. Z l s' 4i.ir ,f -ne. c,,44 jB /z/ Fax #: Yll- l)6/ Contractor: / ./.1/s- 1iP _ Phone: ,96.3. - OZ`a Street Address: City State /Zip: 6607 / 4 4 ,e/ti A/c- 4"7410 Gc of Fax #: BBB Z - 3z6 z Architect: r /I9/h2t M/' rtri,c/ / ASrOC- , Phone: !/ 7c/• / Y(.S Fax '.1: / / / J6 / Street Address: / City State/Zip: 22Z/ -'`V` `. ..5--)4-` 04/tc c` rze /Z Engineer: Phone: Street Address: City State /Zip: Fax #: r cnr ✓ ,�Z w i Description of work to be done: ll sir to -viIt •rich' ur y`V hAS/ east ucticn of new (4'Cra/5 '1-0 fi<> OIL-- cfcCC rces dt S?177/n,f Palm ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Motel /Hotel Office ❑ Other Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University 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 A no If yes, extent of change: (Ari.:.-:t; additional sheet if necessary) Will there be rack storage? ❑ yes Jno Existing fire protection features: Asprinklers ❑ automatic fire alarm ❑ none other (specify) ,€'`" 43 i C 4 Building Square Feet: �:-7e- ' )O existing Area of Construction: (sq ft.) f / Z 06:0 Will there be storage of flammable /combustible hazardous material in the building? . ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material afety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side 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 RECEIVED ❑ Water Meter /Permanent # Size(s): gl F (e Lop L p pC v j CITY OF TUKWILA .,.....r , ❑ Water Meter Temp # Size(s): Est. quantity: gat Schedule: ❑ Miscellaneous PERMIT CENTER Value of Construction - In all cases, a value of constructs ;n amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to cornply with current fee schedules. Expiration of Plan Review - Applications ior which no permit is issued within 180 days followIN the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not - 'xceeding 180 days upon written request by the applicant as defined in Section 107.4 of the U,`•iorm Building Code (current edition). No application shall be extended more than once. Date application accepted: I` 11-i3 -9co CTPERMIT.DOC 7/9/96 Date application expires: S 13- 9"7 Applicationaeby: (initials) S ALL COMMERCIAL /MULTI -FA Y TENANT IMPROVEMENT /AL A TION PERMIT APPLICATIONS MU 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 ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, (larking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non-Residential Energy Code Date shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Certificate of Contractor ". RECEIVED CI TY OE�, TUKWILA' 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 app! fcation; a KK 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 UNDERT ER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN OR A_U RIZED AGENT: // Date: l !— /.7i6; Signature :� ax4cr,,,�,� Print name: s"r -z6/ - r / JY 6�,� Phone: W. /0 /q 7 Fax #: iv714 :7 ,/ Address zez/ 5...4..:.... 2e- City /State /Zip56+1. . et/g- 6ZZ./ CTPERMIT.DOC 7/9/96 *'k * * * * *k * * * * * * * * *k * * *k * *k ** *n* *�l' *k ** ** ** *** * ** *** ***** t* *. :ITY OF TUKWILA, WA �?l�F- TRANSMIT * * * * * *k * * * * * * * *kkk *k*kk* * *k ** ** ** * * *k k * *k * * * * * * *k* * *k ** TRANSMIT Number: 89700558 Amount: .42.00 03/31/97 09 :07 Payment Method: CHECK Notation: PETER LELAS snit: KJP Permit No: D96 -0071 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 359700 -0023 Site Address: 14675 INTERURBAN AV 8 Total Fees: 2.220.46 This Payment 42.00 Total ALL Pmts: '2.220.46 F Balance: .00 ************** 4**** 44.**** 4** *** * * * * * * * * **4. * * * * *'k * * * * * * * ** *fie * * * ** Account Code Description Amount 000/345.030 PLAN CHECK - M0NRE8 42.00 038 04/01 1717 TOTAL 42.00 ',•:: . ***:********* k*** k4***'******* k**** kk * * * * * * *4** *:t*k *kk** * * ** * * * *A* CITY OF TUKWILA. WA (r—(�'\ -1I TRANSMIT * * * *k* * *4 * * * * *�t * *'k * ** * * *`,rx•'k4k * * * * *** * ** *•kit * * * * * /,* * * *Ak *A' * *k TRANSMIT Number: 89700590 Amount: • 42.00 06/02/97 09:18 Payment Method: CHECK Notation: JMS CONSTRUCTION 'nit: SLB Permit No:' D96-0071 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 359700 -0023 Site Address: 14675 INTERURBAN AV S Total Fees: 2.262.46 •..This.Payment 42.00 Total ALL. Pmts: 2.262.46 Balance: .00 *** k * * ***h. *4k**4** * **** *'k * * * *A*' * 0* 4*4*4* ** * *4****'.** *** * *4 ** * * ** Account Code Description • Amount 000/322.800 BUILDING INVESTIGATION • 42.00 RQ'tn6f2afton . 0928 06/03 7705 TOTAL 42.00 4 * * * * * * * * * ** ** ** * *k * * * * * * *• * * * *k * ** * * *kkkk * * * * * * * * *h * * ** * * *•k+t k TPANSMIr ': CITY .OF TUKWILA. WA * * * *h * * * * *k * **k* *A* **kkkk * *k h**** k*** * *kkkk * * * *k * ** * * *k *k TRANSMIT Number: x9600510 Amount: E836.71 11/13/96 15:27 Payment Method: CHECK Notation: UNITED SUPPORT Init: KJP Permit No: D96 -0071 Type: DEVPERt4 DEVELOPMENT PERMIT Total Fees: 2.128.46 This Payment 836.71 Total ALL pmts: 836.71 Balance: 1.23.1.75 ** k** kkA* * * * *•* * **k ****k *k * ** *kkh ** *:k ** *kkkk *k**k* * *k * ** ** *kk ** *k Account Code 000/345.830 Description Amount PLAN CHECK - NONRES 836.71 404 a 1 i /14 1617 TOTAL 836.71 ******** kk * * * ** ** ** * * * ***kA * ** * *k *•k * *k** *•kph *** *lfr *k ** * *k *h*** **k* CITY OF TUKWILA. WA jn-�`� TRANSMI:T * * ** *•* * * *k *k ** * * * * * *** * k��,,ff�( * *. 4 *ilk t*k**A*k*****A***A***A***kk TRANSMIT Number: 89700549 Amount: 1.341.75 03/07/97 12:00 Payment Method: CHECK Notation: JMS CONSTRUCTION Init: SLB Permit No: D.96- -0071 T \pe: DEVPERM DEVELOPMENT PERMIT Parcel No: 359700-0023 Site Address: 14675 INTERURBAN AV S Total Fees: 2.178.46 This Payment 1.341.75 Total ALL Pmts: • 2.178.46 Balance: .00 *•k* ** .*********** k*****•****** * * * ****** ** **** *** * **** * * * ** *•k A• * * * *. Account Code 000/322.100 000/345.830 000/386.904 401/342.400 412/342.400 ' Description BUILDING - NONRES PLAN CHECK - UTILITY STATE BUILDING SURCHARGE INSP FEE - FLH /LI /WME INSP FEE - STORM DRAIN Amount 1.287.25 20.00 4.50 15.00 15.00 8 143 03/10 1719 TOTAL 1341.75 r err • .)D re 'sure I 1 l kot ® Firep Fire proofing ng VIC ICBF • PrData •dAppNca4on,lrisbuct,ons. Product inform anon/ ption <u Monokote' ype MK B'F is o single co nt. mW- ed.tireproof- km plaster, itch gnty the • addition of • ater an the site to form a coneisten pumpuble wry. Type MK. -flit 3F�is i e�eiygn.�.s��d b'r rawj,a.,..o.n structural cxIur ns, death sand fluted decking: Feetutellgtewielite Monokote cbmentitioua *roofing nificent 8c�vantages to for and L Thecaeeiinclude: offers maitiy the archit buiIdene c proven kt• • Low in- Fast, Oki UL tested Universal 0050, se peri cost t application factory inispected Ming m a approval Delivery i36d St0 :t. AD maters to be used lag shall be • •:wed In unopened • • of the m• proper U labels for ciassltfcaticir . . •• rwrfters' hazard and fireprvof- rp the name and Inc. resistance • . b. The mat shall be k _• dry until ready for - . Packages et material hhall be ; • off the under cover and ay from ;�g walls turd other ' mp surfacers bags that have been • • lied to ell before use shall be di • • : • > • Stook of material is to be • and used before Rs expiration date. ISteel end Concrete SU fates • a. Prior to the application of Monokote ' • Fireproofng, an Inspection shall be • • made to determine that all steel I surfaces are acceptable to receive • • 1 fireproofing. The steel to be fireproofed; ; Ishall be free of oil. grease, excess 1 Ming compounds or lubricants, loose . . mfil scale, excess rust, noncompatbis : • 1 canoe thatwilt agent paair pr r • adheslao. Where necessary. the • cleaning of steel surfaces to receive fireproofing shall be the responsibility of r the general contractor. b. The project architect shall determine: e If the painted/primed steel to receive : 1 fireproofing has been tested In axon - I dance with ASTM E -119, to provide the. • requited fire resistance rating. c. Precast concrete slabs may require a = test application of Monokote Fireproof -; t ind Type MK- 6/013F to ensure that the curing oompotnds and form coatings, used in the manufacturing of slabs, . I does not Impair adhesion of the ; fireproofing. • d. Fireproofing to the underside of roof deck assemblies shall be done only • after roofing application Is complete and roof traifie has ceased. 1 e. No fireproofing shall be applied prior = ' etion of concrete work on steel Mixing a. Monokote Fireproofing shall be mixed by machine in a conventional, plaster -type mixer or a continuous mt>cer specifically modified for cementibous fireproofing. The mixer shall be kept clean and free of al previously mixed material. The mixer • speed In a conventional miter shat be • adjusted to the lowest speed which e gives adequate blending of the material: and a mixer density of 40-45 pcf of • .1: =e i' Post -it• F Note .7571 •1`1 A•'IJVA , • Vi Data•Submma! sheet b. Using a suitable meferkrl davtee end a conventional rnbcer, afi water shall be fiat added to the mixer seem blades tum. Mbcing shell continue until the mix is•Iump -free with acreanry texture. All material is to be thoroughy weL Target density of 43t1 pct is most desirable. Overmlxing Monokote will recluse pumping rata Application a. Application of Monokote Fireproofing can be made in the bIiowhg sequences 1. For thicknesses of approximately' inch or less, apply In one pass. 2. For thicknesses of% inch or greater, apply subsequent pesses after the first coat has set. b. 5patterkote shall be applied to all cellular, steel floor units with fiat plate on the bottom end to roof decking where required prior to application of Monokote. Spatterkote shall be applied in accordance with manufacturer's application instructions. c. Monokote Fireproofing material shall not be used if It contains partially set, frozen or caked material. d. Monokote shall have a rnkrnum average dry, in-place density d 151bs. .per cubic toot- *. Monokote le formulated to be rnbced with water at the job site. f. Monokote Accelerator is to be used with Monokole Firepmofn° to enhance set chauacteristtcs and product yield. The Monokote Accelerator is injected Into the Monokote Freproofing at the spray gun. Monokote Accelerator shall be mixed and used according to manufacturers recommendations. • 111.57a/1- Alfi9i 6ea From �}GGf�f�✓ '- • Go ��� t . �•.u,✓ S ems/ /; . MOM I • :none: Avj RECEIVED •, CITY OF TUKWILA • • • MAR 2 1:1997 PERMIT CENTER GRACE commotion /rococo TOTAL P.01 MAR -20 -1997 07 :37 FROM g. Monokot which oil standard pl continudue gun with a nt spray of Provide lull and sww4d• Oowet'R an lm wr.'5 4,444 torn y.o •r•?i'2Ziat .a memcia °a' 'S u` fgeO rf7'J °u`.... TO 4414361 P.01 A spray cirlfloe and density al the � adhere friteitY .p►obsbly:• :eitherta Nor . Oontnel. or Iy. 0444W+1 491 •Monclwts INC knowieelsa for env • Temperature and Ventilation IQ I a. M air and substrate temperature of ' • 40'F (4.6°C) minimum shat( be main- talned for 24 horns prior to applcatlon. • during application and for a Mnimurih ; ; of of Zc 4 hours after application of 6A b. Provisions shall be made to • : Ventilation to properly dry the fireproof, ; ing after application. In enclosed areas' lacidrg natural ventilation, sir &cute - tlon and ventilation moat be.provided. • Field Tests a The architect may select, and the • owner iMU pay for an independent • • tesWio Monday to sample and verify • the Nelms* s* and donely of•the fireproofing h accordance with the . prevlslent of ABM E60547, "Stan- . • dard Teat Method for Thickness and : Dimity ot'Sprayed Fire Resistive • . Maternal Applied to Situch rai Mem•' • • bent" or Unllorm Building g Code' . -61sndeni•Ne.414 T ckness and • Density DD_eterwinat on for Spray • • ; 1.113c- 6T4tbP O _7-f2 ' G r�c�G� , •�deaBLt~' , ,: a! Maiokote Fireproofirii Tyne • .14K 0/DI F Is Pee of ai b.etoe end ' mineral weal Ober. The raw makes u sed iin'the manufacturing of the product we 100% asbestos and min.&wool fee and no oohmmeralai asbestos or mineral wool Is added in menteacturing• b. Monolcote is slippery when wet. The • general contractor and spellcatcr shell be responsible for posting 'appropriate cautions)), SUPPERY WHEN WET signs. Signs should be posted in all wens h canted! w lh walikept$oltng malarial. -gyp asthma should be deed an et wwodlingsnsfbces. e. A Material Safety Data tinsel for Monokote Type MK -8/00F Is e'iaidibie morfilek Dept W.R. Gmae a Co. -corn. 02 WNtleinae Ave. • (smbttdge, MA 02140 • • • • • • j Y(.<a» .s co. Conn ' • we Cipidersdbadernarked Corpucticel POWS OWRICw.VISL I3Floe et CO.Atetn.WS hoWs 1he Inetimielkw OenhereMIbe nrpfullit ,bwaontL...a tw.b. toe eta! worsts and Y o1w.d b Ow oars aeaddreson. iwwlitliion and m11101004314 we go not vomit OW MMYII be be aehdM4 PINM rod to r! pm biome try w ovrw�. Facings ' • Owen. wrt�o.1 C%•Cene.. er v' ! its ►4M /Q m+OONron b Mrdsl r.. • ... n...V.. GRE dillo:4 a Products TOTAL. P.01 City of ThkwIla Fire Department John W. Rants„ Mayor Tu, WILA FIR= IMPARTMENT FINAL APPROVAL FORM Project Name Vh;-1( S%-r170/-+ '1>J0c-ic, -L Thomas P. Keefe, Rrie Chief Permit No. 1)5-00 7/ 11// Address / "Re ) 7 - , 1 ( , , , ( iv S Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: ,?Le feo w5// 6/0) Authorized Signatu e Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 1 INSPECTION RECORD Ret' in a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D%V -o0�i PERMIT NO. 06)-43 P3 70 Proj c� t: _ ( (e _ j -jam �Q�/� cfitk1 Type of inspect' ort� �,,1� so -Th,44.towlornA„ /m7;1 Date called: (y/0/ i Special instructions: Date wanted: (Ol/i �1 �cj 1 .. Requester: putt Phone No.: V30 -oNd Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto Date: 6/ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 lvv 1IGil, 5tA pros. Aoc• Ty MILoni512A 046 (Cr-14 let Cis INTMA Ail ROM � s Date called: 6 -30 - 1 ...r Special instructions: Date wanted:' 2- `97 'a�.m p.m. Requester: ? £T E- Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: i.r . A Inspector: i $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Date: Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INS ° •N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 bctb-nol Il 4 PERMIT NO. PERMIT NO. (206) 431 -3670 rog11 tb ..M 1 4 Z i /666000 Type o f §t1 /4 - '1�3'7i.0%•14 , !tilt i �,r guvg, .\ f�Gw�� 7-+ At/ 6 Date called: G_�q,1 Special instructions: Date wanted: 5 _ 3 9-1 �- 6-76"-11, P.m. Requester: // 21'c P Phone No.: 230 _ )l o G! . Approved per applicable codes. (Corrections required prior to approval. COMMENTS: sue.- V� — /y ice' • ✓i^ ! `- `S k// A / V .4 // 21'c ip! ILe t " -- ,S 14 fi or,( 4..r.n4.- t G! . Ge'v p t c (O L_a4- o ` ____ 111:?-1.01:,/k7 i Inspector: Date: $42.00 REINSPECTION F REQUIRED. Prior to inspection, fee must e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IN PECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Projecv 0 (, r � " , Type of insp5p k wt (/ A t is Tev „ bA-- Date called: S (z? 191 Special instructions: 0 ate- ftgNv. t A" tmcA. , f 7 Date wanted: 5(,z —► `avi, Requester: c Phone No.: ? 30_144.1 1 Approved per applicable codes. IliS1 Corrections required prior to approval. COMMENTS: CA+ I- 4JC1 G 121b 1 � r- t -ct.6. , N • W . cam /:'� cr A-0 0 Pea-% Mr .- vk le.gS a Qvi.I --k paR___ Date: x(27 il Se"1-+ -. w44.._ eEt•h MAM0S r ri c vr• h•a ns%CA ry ) ? 61) w■ VLSI I'4 CA W11? 0 ate- ftgNv. t A" tmcA. , f 7 SR Qt - N.... cam, Inspector: /:'� cr Date: x(27 il L 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. ,: (206) 431 -3670 Project: (it N rit4.9 5,.41.1..._ Type of inspection:6 , _ , /1 Vim% Address: 495'�w7mv 1 Date called: �- ly Special instructions: 3,3-, f...... Date wanted: 3,— /9 - 97 Requester: tr_5 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspeptor: Date: �] $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. LR&t No.: Date: INSPE TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Vito- col( PERMIT NO. (206) 431 -3670 11U40B P: �ttPpol�T A Type Arectim f ^srw 11067 f_ ) LD .. I9 --1 J t P�1f1 IJ lry i� r Ati 5 Date called: Spe cial instructions: t /5i /64 / A' ®fro 4/ Date wanted: ,G _ �� ,P�mm.` Requester: [20� Phone No.: - 1 tjo f Approved per applicable codes. 17.4 Corrections required prior to approval. COMMENTS: 4' ,4 P 4' 4'S Inspector: Date: 541 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PtcY0 " 0011 PERMIT NO. CITY OF TUKWILA, BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206) 431 -3670 pr alit i) 5u.,,t,;- gy, . TAV �s -' Type of inspedtiop ��'N0 prior to approval. dress: t`�Egun ,1 Date called; _ig�t -9 --? Special instructions: Date wanted: q a. I� .n. Requester: ,. ; Phone No.: ..2-z^_ HO t KApproved per applicable codes. Corrections required prior to approval. COMMENTS: ;:/ ,j. ,. ; 'a 7 ij -�' Y 7 -1 -I Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Soiithcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: wrv+aN�ww...rWRw�w.�+rw. woaCialtiffi@ ,3 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 �R!"� / �'✓J ageoLsc D • _ A.,_ A,,� �• Type of inspecTo Met i�rr� a� Date called: -30-9.,�- Special instructions: / / S� �( ��� j / S0 -/-1? /Al ` .r-• (( FF )111 p.m. Timed: 6 _ 2 - 9, c Requester: PhoneNo.: 1.-- _'1-101 Approved per applicable codes. Corrections required prior to approval. $42.00 REINSPECTIO � FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 c Si • Type obivpectio0 oett ti UNt b CJa A5 I ig a4 H A v 6 Date called: 2.g `Q Special instructions: 65oariA &lips nF -lci) Date wanted: Li -a�f - 9`j a.r� m. Requester: p Phone No.: 23d— AO 1 Approved per applicable codes. [s 'Corrections required prior to approval. r9 It - aef tWPC' vM- (�M► ► C. w r+ E Inspector:. Date: blic7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectiQn. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECl1ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2(9 431-3670 • farM44 \ _ /ui Type of inspectioA` °' r . �"�� i Addresssir0,7 Date called: 14 7 Special instructions: �*—lu� i (701-- 6„ddi E ,,,,,, , Date wanted: /,...2, 1 a.m. Requester: e, 3 Phone No.: .z.,...--u — f_ k.) I Approved per applicable codes. + Corrections required prior to approval. CO ENTS) / c5Gyrin k�._. of s eA _ /ui t.2 ,�i , - A-- G � (71il P.? c., cm /� h 3 -e fe- -C,d /-ry G�4 S-e 3 >1 CA �V et../ A 0 c /�'j 5 c2L/t4 s /- . Inspector, i r A / . / .1014 Ir Date: _ 25-- c $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project v 6 ` .1v Type of inspection: pUj C" �-- n j C Address: i ytn� zimuraan Q.vtS Date called: Special instructions: 61-or in D r0`i al Vi r-2 Loop (p 0N Date wanted: a.m. p.m. Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: r1r $42.00 REI PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: list Receipt No.: Date: INSPECTION RECORD 8 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 T. rofect• codes. 1-1 Corrections required prior to approval. Type of in ctio AVV:M F or fit' f 1LsIz --- ). L-4\1761 5 ,) ( Q r (z i -1.106 a- Date called: _ 1 L"7.i 1)ty . Special instructions: £P e 11,1 t ) Date wanted: Li ` b () , G.7 j p.m. Requester: p.,�. Phone No.: 230_ 140+ ciq Approved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: . 56 LOT F or fit' f 1LsIz --- ). L-4\1761 5 ,) ( Q r (z i -1.106 a- l 114 (GI., 01i3 L"7.i 1)ty . .4 [Inspector: Date: . zi $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must" be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectior% Receipt No.: Date: 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 Project: —� ,1 ^ t 5^o r t- Type of ins i z _nki2r) es.,fir Address: iI 1 t10 -1 ---14-e(urbm Date called: f' _ a_n1 — �/ Special instructions: G �if /c 50(// / ` ` Date wanted: _ Li _cm m:` Requester: L. F'4atQ_ Phone No.: f , j Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 ,• l e24J• 4 (0r' ,60 $ f $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i,.,. ,•,:, -,, Receipt No.: L INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit kt. PERMIT NO. (206) 431-3670 Project: VATTSb GurPorr-A%ce, Type otinspection: Kt- 145. 91/45-rAity-/ Date called: - 2.1 - 91 litS ItarokReAA Av c- Special instructions: Date wanted:, -2g-ff7 Requester: -pm, Na' Approved per applicable codes. Corrections required prior to approval. COMMENTS: SO /11 L3 .aVz /47 Inspector: Dat 05-77_ $42.00 REINSPECTIO r FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit '1(D 67 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Proj:ct: .A. Address (D1 Si�Date ,1 r_� �Y�� f2- Type of inspectio (�a. 6,P9 Wn-t.L (- called: 3I(.0 J� Wax_ NRV-- GRIDS G.s Special instructions: Date wanted: 3 z.....71 P.m. Requester: P Phone No.: 2.4 r _ p3 a U. Approved per applicable codes. Corrections required prior to approval. COMMENTS:, 6X i-qt-C 6C--- f2- ■ + R-rS'M c c1w. Arts!D 6,P9 Wn-t.L (- c_4N Wax_ NRV-- GRIDS G.s f 3,5 Inspector: Date: 3127 f r $42.00 REINSPECTION FEE 1REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit N (o - 001 ( PERMIT NO. ..r - .,.CITY OF TUKWILA BUILDING DIVISION ( V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 R7\J (206) 431 -3670 Ct�ie JVl 1n A%ce-. Type I ipSpe io ri45EN11.* VS II rtgosAN Au S Date called: , 25 _G•, Special instructions: 10 1-h 61A N- -v Date wanted: - 2 (9_57 a� i Requester: -p�� L.., O t-1 (.raeel.6V- I1ol op &iiL) 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • cSc') C, iL10 H � 10 1-h 61A N- -v /i b C..=-1 L1*NCI O t-1 Pt (L..= (LA I-V.V Nl A -t.l.S 1 tJ 0 Po t,A wt--k-k- 10 S . w . Co o E1= �0,z11 CAS $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. 206) 431 -3670 Project: / al (9�� (9called: Type of inspection %�+, Address: Special instructions: Date wanted: 3_037 aa.`mm.. `�-� Requester: Phone No.: %Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: 4 Date: $42.00 EINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.; Suite 100. Call to schedule reinspection. Receipt No.: Date: r INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 800 Southcenter Blvd., #100, Tukwila, WA 98188 .101%.<071 PERMIT NO. (206) 431-3670 . , Zejr-f . (7."(,zir"" co Type of inspectiory _ _5/..../e..2:94-, Date:call : lAddre : .,.1 Special instructions: .f, - .....---10"7 ...... , Date wanted: Requester: phone No.: r Approved per applicable cOes. arrections required prior to approval. i .4:2-04'.. Date: 3 ,.../3......, Inspector: in - 4 $42.00 REIVSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1! entatu stro vassq weW cia+MaptcliNt.C.Y✓�xm��i.�1vP. E=9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P,r N 1 i C- i,(C I _ILA I /[ �Fco Type of inspe � �:,� �, I a' Air i w 2. i Date called: 5, , q 7 Spe‘cfial instructions: t 54- k---7,601. Date wanted _ 1 P _ cr-rcl.. Requester: L'S MT': " 14°1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: - A,- / 01 G�v>r t . J ■ Ale —,,, /. U / 4011 1,1 ... / 10 4 5/ Air __ Ole' w 2. i ,. 1 - r J_ , 4;/ ♦ .r ef, 1)2 z-e & 3 Pb o-7_ a d /c../ liKa , H /..2.2[.11 ,. _`. d ,1/ Inspector Date: $42.00 REINSPECTION FE REQ !RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: Date: sL w e sa:(SYt_.:..0 L..i ..5 _' %31s.wi. e.aA ' 4ti, a,;• N.°^' ri.; rvyt} a, p. n�1�r3'✓�.'S�ts±'f�'i',:47.C:kw 3�rrF .^IMP,Y4°1^vYMNSi1:N;nY9.erS, 4,,,Ime✓rxrwNet tr. wwu.raonu,R +vr n.. CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 RECEIVED CITY of TUKWILA MAR 2 11997 PERMIT CENTER REVISION SUBMITTAL DATE: PLAN CHECK/PERMIT NUMBER: n % -02 7/ PROJECT NAME: 0A//i', J',d -r ,'l ssocri,4-T7c4J PROJECT ADDRESS: /`/6 7r /'t( 7r-dad- /3'4sJ' ,4v s CONTACT PERSON: J € /c iek/AutW PHONE: c /' /• (V%/ REVISION SUMMARY: /4/1/5C, t- /o4-C L ezhttO /)04,2 /G ff/OA/C) e 1510 A.( 7`O ,SM9-1)/` . m f' /214-ts. Goboig /Zoos /U,( 71D Cave Mudd- iP,4ssa -6F41. CC /ti ./� D�I`i3 -LC (166- M-ea 61t oucr Co 47 .5' 71141 cr7o4/ /'BZ- Oil( -' GS,417,/4./ (41/77/ 73a4 flew[ /ctr, cm/ 3-/9-17. (27(---t l'Yv6f7cw, 51--))cri 414Q.eo, SHEET NUMBER(S) /1 ,4 ^ 2) 7-14 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Ave-do/04P Bldg Planning CITY USE ONLY • Fire Public: Works Ciistoicocf, --ithe.„111, 3/19/96 -cri \A 17.= City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: MARCH 1, 1997 SUBJECT: UNITED SUPPORT ASSOCIATION 14675 Interurban Ave S. Project No. P96 -0119 Permit No. D96 -0071 Contact Person: Steve Navarro Phone No. (206)441 -1449 John W Rants, Mayor Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON March 1, 1997: D96 -0071 Storm Drainage (CPS addition to exist.SD system) $25.00 Fire Loop (DDCVA only) 25.00 Total: $50.00 Two copies of confirmed Utility Permit Application Form with plan are attached for inclusion in the permit file. JSS /jjs Attachments a/s cf: PW Inspector (w /copy of application /plans) Development File (w /copy of application /plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • . Fax (206) 431-3665 M6-001 City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director The proposed development at: Street Frontal Improvement Proportional Fair Share Agreement 75- gfoo -0013 Two �d Sv��t ••�� Y�«,eis' (address) Ill (o 7 S j.,ti i'v r toc S-ea Wk. (parcel no.) - 36, 5' q O - 13 la S TMC 11.64.020 requires the construction of curb, gutter, sidewalk frontal improvements for new or remodeling construction when the floor area is increased by 20 %; alterations, repairs, remodeling exceed 25% of the previous building value; 25,000 square feet is added or the building value is increased by $250,000. This development meets or exceeds at least one of the conditions stated in TMC 11.64.020. The proposed development property is obligated to participate in funding future frontal improvements, and the owner waives the right to protest L.I.D. or U.L.I.D. formation. The owner will pay a proportionate fair share based on unit construction costs for the frontal improvements if the City proceeds with construction. This agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors, and runs with the land. This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35.91, and the cost of said recording will be paid by the City. So that the owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City the Owner's pro -rata share for projected costs. These costs will be made available to the Owner upon written request to the Public Works Director. /1 r Owner: ) 6,7 5— 514. €,.. i'(oc�- 4,e- Street Address City of ukwila: Public Works Director Date 2o, - ciov(- 30--00 Phone ,S-ea f -(.e (L7e. , 67$ l b g City/State/Zip Code v-ne 2 5�- ifr'7 Date STATE OF WASHINGTON COUNTY OF On this day personal . ppeared before me individua ) described in and who executed same as �is her /their free and voluntary act ) 0 5' f 1t' LLYT , t me known to be the the within 'and foregoing instrument, and acknowledged that te1'she /they signed the and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this �Oil da of Y U CO' L. , 1921 Nopry PO to iiriti'fo7 the9 State of Washington residing at: 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 "h" - ""< "°'" ..7Arce '1`x39.7 ' 11: 03 MR UNITED J EMPORT ASSOCIATION, • A sxbfi &ary efPRoFrr FWANCJ CORPORATION, a rbdr* bsda FNL) January 29,1997 Joanne Spencer . City of Tukwila Public Works Department • • 6300 South Center Blvd. • Tukwila, WA 98188 • P.01/01 Dear Ms, Spencer: I am writing in regard to the fax received from your office and the conversation that you had with Clayton Sherwood on January 22, 1997. Per your fax and ' • conversation with Mr. Sherwood, both the City of Tukwila Public Works • Department and United Support Association, inc. (USA) agreed upon a street • frontal improvement proportional fair share agreement which can be executed in lieu of modifying both parking lot entrances. USA agrees to the terms set forth in the fair share agreement, However, if and • when the City of Tukwila executes streets improvements to Interurban Ave., USA will only reimburse Tukwila Public Works Department for the cost of redoing both' parking lot entrances in front of the building located at 146.75 Interurban Ave., ' • Seattle, WA . We appreciate your willingness to work with us In this matter. If you have any • questions, please feel free to contact Clayton Sherwood at the number listed below, Sincerely yours, Eric S. Rodriguez, JD Legal Department ESR/bwg s. 1?7S lotrrba.n *mats Seattle, WA flE (2O) so100 FAX (200 ass-ciao orgomT unpa oadeedifixo DECEIVED • • CITY OF TUKWILA PE' Q•911997 PERMIT CENTER CITY Of r'UKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 RECEIVED FEB 201997 TUKWILA PUBLIC WORKS REVISION SUBMITTAL DATE: ZS//' PLAN CHECK/PERMIT NUMBER: D 9(0_ c 7J PROJECT NAME: VI n / e d 5PROJECT ADDRESS: / L/6 75 bra /b r v S CONTACT PERSON: 4 3z3- '7/ // REVISION SUMMARY: 41 66o- egos o /t-/ /,9 r Mt-7 /c) 77* Exi i -,,-(, k7 i 4k19/ti, E �YSr ors R6fl-14C-& tY /577/1 --Co 41 LVV th 7'N 1/4a & SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: .zz:::6 Bldg • Planning CITY USE ONLY Fire Public Works U S '+ 3/19/96 February 28, 1997 11 BUSH, ROED & HITCHINGS, INC. Civil Engineers and Land Surveyors UNITED SUPPORT ASSOCIATION, T.I. PLAN CHECK NUMBER: D96 -0071 CITY OF TUKWILA RESPONSE TO PUBLIC WORKS COMMENTS: 91000'1 I CEO Steven A. Hitching', P.L.S. Pmident Ronald O. Goidy, P.E. Senior Vice Pmident Hugh R. Johnston, P.L.S. Project Managers John E. Anderson, P.E. Brent D. Cummings, P.E. Harold E. Hagenson, P.E. James V. Harrison Jeffrey J. McManus, P.L.S. Darrell C. Nance, P.L.S. John J. Weed, P.E. 1. A 660 -CPS coalescing oil/water separator vault will be installed between the existing control manhole and street catch basin. BRH survey crews located the existing storm structures and as -built the control structure. The coalescing vault will be located downstream of the control manhole, therefore the flow rate was calculated using the discharge rate of the control structure. 2. Advanced Fire Protection has inspected the existing detector check valve and vault assembly. The existing check valve will be removed and replaced with a new double check valve assembly meeting current City Standards. The existing vault cover plate will also be replace. Details of the check valve assembly and cover plate are attached. RECEIVED FEB 2 81997 TUKWILA PUBLIC WORK6 EXPIRES 12/1/97 z/za /97 2009 Minor Avenue East, Seattle, Washington 98102 -3513 - Phone 206/323 -4144; Fax 206/323 -7135 1- 800/935 -0508 Internet: brhinc.com File: Projection: File Date: Survey Date: Field Party: Operator: Client: Street: Suburb: Description: RECEIVED FEB 2 8 1997 TUKWILA PUBLIC WORKS 97048 Plane grid Wednesday, February 26, 1997 2 \26 \97 JDCIPRP1G8H JDC JMS Construction W United Support Assoc. 14675 Interurban Ave. S. Tukwila Partial Storm Asbuilt Inv SEE 0E -4,4, IE$. ppc_ AsSY 4 v,,.) t-r r C01 reps "sin _ t• se.* •p1v wor62 VAOCT Tar" et' pi es _ •a 7)CrcI(. Um. aM Ga► ./ • •11.11 wv id • s4.49 spTINM. tNl Mips 111.4110 may t • $4.; ' TOP O!- a: sire. On raoP *0 • 'bo� off~ .s..+ 4p•�tiwl.A • • ` I t • �- ` HI. 1••60 law yea rr•• • R • CO • ra► =,e•.5 s 14 • G• sew w • Ir•% *4 H•O. 1•.10 BUSH, ROED & HITCHINL, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 Minor Avenue East Seattle, WA 98102 ie (206) 323-4144 FAX (206) 323-7135 BRH 1 -800- 935 -0508 JOB LI MTED (;PP ma 7. 4s. �j�� Z OF CALCULATED BY �/ DATE SHEET NO CHECKED BY DATE SCALE (.,t9•41-- ESC�I17e TE 2... SEf A4 -A-'�o r2. Q i s_ (.14.) :Foe Ex( 5'I"i ?•.1.o..... F (2.0 p - -! . , 1-+-}rr....C.o►?T2c M G2(a.)vz�� - RECEWED FEBTUKWILA 21997 :.............e>4441...; C-� ......... _Co Tvt.�t� .._M. ..H�. ..........4..D..!�-TV�...:.._.. ._. "PAL. .01.--A1-34 .....:_ 67-f.. Leo.E.)pn,Y? -p . T., sLNrzo. er ,PUBLIC WORK8 tD_ .:............... .. c e- t `...........:. I I' v! - .t y.' ......ter o.... (02 -mil -..4 Tr. 044) (04-,4C G.38 • I.IUo-Is........ (0 PROOULT2M•1(SnpYSA•b4205•1(P )%_ 7• Nac..& dot NYa01471 .ToNePHONE101.ENILEI.S00 -22S8:d0 BUSH, ROED & HITCHING , INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 Minor Avenue East Seattle, WA 98102 (206) 323 -4144 FAX (206) 323 -7135 1 -800- 935 -0508 JOB SHEET NO 3 of IV CALCULATED BY ■■ii G DATE CHECKED BY DATE SCALE n MVED FEB 2 81997 _ .... TUKWILA ,. ..... PUBLIC WORKS CAF- 312 rt4 ._._...._.._ .T!. L 1.T ..........:....VAJ.I..r...._....:a..t L. ?A- - ro2... GPS I2S........G.. • • • • • • • • • • • • • • • • • P? OXT204.1 (sod,SMM)20S•1IPaX. rt. Coax Woo 01471. TouQa MOW Tu1 FREE 4 .8543 BUSH, ROED & HITCHING , .NC. CIVIL ENGINEERS & LAND SURVEYORS . 2009 Minor Avenue East Seattle. WA 98102 w■*".`. (206) 323 -4144 FAX (206) 323 -7135 B P 1'7 1- 800 - 935 -0508 JOB SHEET NO CALCULATED BY '� r / DATE CHECKED BY DATE SCALE `mil. {r 4 007, RECEIVED N. FEB 2 8 199 . �tiIL- 71+Jy. TUKWILA PUBLIC WOR t (oOf v2N&) � Cg.w.��►>, c,l.r� tE 1 ;,-10 TD EXPIRES 12/1/7'7 ore:.&,d72r4G70ie SAM II, l-lWE ALL I171 LIT / T f%2ir. To /i/STA - 7/IJv Op me lo6.0-cPs VA-vLT PRGOUCT 204.1 (SiopM $1403) 203-1 (PtlMd) %-7. Inc. Gram. Mau 01471. To Ordu PHONE TaL ruff I dOP225.03 660 -CPS OILJ WATER SEPARATOR 7S SO. FT. - EFFECTIVE COALESCING AREA 415 GPM - MAXIMUM PROCESS FLOW 6'•8' 6' -0' -VAULT RECEIVED FEB 2 81997 TUKWILA PUBLIC WORKS �i � \i�i \rte ; \`_y�S'�h������`� \�c4 ��}•; p;/,;;;/,;;;,, !l'L /11rr/� /l/ 1 4' -O - VAULT 4' -8 - OVERALL FIBERGLASS HOLD -DOWN CHANNEL FINISH GRADE EL. INLET I.E. PLAN VIEW DIAMOND PLATE COVERS �1 1 OIL RETAINING BAFFLE INLET PIPE WITH ELBOW BY OTHERS •o INLET WEIR 0I 0 J 0 4' -0' WATER DEPTH io • .° . COALESCING MEDIA SECTION AA STRUCTURAL NOTES: 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4500 psi 2. REBAR: ASTM A -615 GRADE 60 3. MESH: ASTM A -185 GRADE 65 4. DESIGN: ACI- 318 -83 BUILDING CODE ASTM C-857 'MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES' 5. LOADS: H -20 TRUCK WHEEL w/ 30% IMPACT PER AASHTO GENERAL NOTES: 1. ALL BAFFLE/ WEIR PLATES TO BE MILD STEEL, GALVANIZED 2. WATER DEPTH = 4' -0' 3. CONTRACTOR TO: GROUT IN ALL PIPES SUPPLY & INSTALL INLET & OUTLET PIPES (INCLUDING PIPE ELBOW & SAMPLING TEE) FILL w/ CLEAN WATER PRIOR TO 'START UP' OF SYSTEM VERIFY ALL BLOCKOUT SIZES and LOCATIONS 4. REFERENCE U.V.Co. CATALOG MODEL 660 -LA 123.1 0 O 0 L OUTLET WEIR — OUTLET PIPE WITH SAMPLING TEE BY OTHERS 4 io OUTLET I.E. INFORMATION NEEDED: INLET PIPE SIZE - OUTLET PIPE SIZE - GRADE ELEVATION - INLET INVERT ELEVATION - OUTLET INVERT ELEVATION - BASIC DESIGN INFORMATION: INFLUENT CHARACTERISTICS - OIL SPECIFIC GRAVITY = .83 OPERATING TERMERATURE = 45' INFLUENT OIL CONCENTRATION =100 ppm MEAN OIL DROPLET SIZE (MICRONS) = 130 FLOW EFFLUENT RATE QUALITY 125 GPM 10 ppm COVER No. 642 -342P 1,200 Ibs. 4' -8' RECEIVED FEB 2 81997 TUKWILA PUBLIC WORKS 660 -CPS OIL / WATER SEPARATOR 75$ SO. FT. - EFFECTIVE COALESCING AREA 415 G.P.M. - MAXIMUM PROCESS FLOW 6' -8' OUTLET PIPE WITH SAMPLING TEE BY OTHERS BASE ASSEMBLY No. 660 -CPS 8,300Ibs. OUTLET WEIR OIL RETAINING BAFFLE Copyright 1992 FIBERGLASS HOLD -DOWN CHANNEL 5' 6' 6' -0" COALESING MEDIA -/ INLET WEIR J UTILITY VAULT CO. 123 4' -0" INLET PIPE WITH ELBOW BY OTHERS • ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. FOR DETAILS SEE REVERSE SIDE. Issue: April, 1992 BUSH, ROED & HITCHINGL, iNC. CIVIL ENGINEERS & LAND SURVEYORS 2009 Minor Avenue East Seattle, WA 98102 (206) 323-4144 FAX (206) 323-7135 URN 1 -800- 935 -0508 JOB SHEET NO 7 OF 11/ CALCULATED BY DATE CHECKED BY DATE SCALE 17trn,>r+J5+ o J S.. xa, ...._5"_ :. RECEIVED.. . FEB _ 81997...... ....... :..... . TUKWILA PUBLIC • WORKS lep 17o 'f6' '(-t E... VA LI L-1— AC-c ' 5 . Peg, r? -. E- fLE1,0(osmv 0 SEE ....,6.-cu.-IE') PRODUCT 201'115i$MSiwu)205.1(Po00id) % lot. Grdoa, Mutmm .ToOidu PRONE TOJ.FREI140022Sd7E0 WTTHtN SO' OF M'ORAte— ."`-_ s ERR 8/i ............. ............................... PLAN VIEW ' .................... 5 Mw. COMPACTED FOUNDATION 'GRAVEL 'UNDER VAULT END VIEW NOTES; 1. DESIGN FOR 4" THRU 10' DDCV. 2. SEE ATTACHED NOTES AND MATERIAL LISTING. City of .Tukwila DETECTOR DOUBLE CHECK VALVE ASSEMBLY AND VAULT ta rs�. Jan 11, 1994 W -12 n�c PASTMDMO\rATVI\W- 12.OWC MATERIAL LIST, j 1. 3/4' SHAKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4 MIN. 0J. CLASS 52 PIPE.. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER, DIMENSION TO VARY WITH SIZE OF' ASSEMBLY. 4. 0.S.HA. APPROVED LADDER IF OVER 30" DEEP. 5. PIPE SUPPORT STAND UNDER EACH CHECK' VALVE. ..BRONZ'E-BYPASS•:WCTH ..AN ...APPROVED OCVA. • 7. 3/4 WATER METER. 8. APPROVED DOCVA IN MAIN UNE WITH TWO RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS. 9, 10 ", 8". 6" OR 4' COUPUNG ADAPTER. FL 10. 10", 8, 6" OR 4 "FL•PE 0.1. CLASS 52 PIPE LENGTH TO FIT. 11. GROUT INTERIOR AND EXTERIOR 'ALL AROUND PIPE USING NON- SHRINK GROUT. 12. 10', 8", 6' OR 4" GATE VALVE FL•MJ WITH POST INDICATOR VALVE. 13. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 14. FLANGED 90' BEND. 15. 4" OR 6" D.I. CLASS 52 PIPE FL•FL 16. 4" OR 6" 90' BEND, FL. 17. 4" OR 6" D.I. CLASS 52 PIPE. FL•FL 18. 4...4' •6" BULL TEE FL 19. UL USTED 5' STORTZ CONNECTION WITH 30 'DEGREE ELBOW. 20. 6" 0.1. CLASS 52 PIPE LENGTH AS REQUIRED FL•FL 21. 6" 90' BEND FL 22. SWING TYPE GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR DOUBLE CHECK AND VAULT .ASSEMBLY NOTES: 1. BACKFLOW PREVENTORS SHALL. BE FEBCO #806 OR APPROVED EQUAL .. 2. SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 3. A SEPARATE DETAIL PLAN FOR VAULT INSTALATION AND SPRINKLER UNE MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL PROIR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4". 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF UD TO FLOOR OF VAULT EXCEEDS 30 ". INSTALLATION OF' ALL LADDERS SHALL BE IN COMPLIANCE TO 0.S.HA 7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA. UNLESS APPROVED BY THE ENGINEER. • '8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPUCABLE REQUIREMENTS OF ANSI /AWWA C110/A21.10 ANO CEMENT UNED (SEE APWA & AWWA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51, CL52 & CEMENT UNED. 10. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF • INSTALLATION. AFTER COMPLETE • INSTALLATION INSTALL. PERMANENT PIPE SUPPORT STAND. 11. PROVIDE BALL DRIP VALVES ON P.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F.D.C. RISER. '12- ' FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH TWO (2) 5" STORTZ CONNECTIONS AND TWO 30 DEGREE ELBOW. 13. ALL UNDERGROUND PIPING TO BE INSPECTED. FLUSHED. PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 14.. • UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBUES ARE TO BE TESTED BY A CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGED AFTER THE TEST. THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE. AND COPIES OF TESTS RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT SHALL HAVE ONE 4'.4' OR. TWO 3'.3' STEEL HINGED DOORS. lfr City of Tukwila MATERIAL LISTING & DETECTOR DOUBLE CHECK & VAULT ASSEMBLY NOTES x.t e. n.,.. Jon 11, 1994 W- 12NOTE J rAsw ommouroRw- szscrrea rc 206 -483 -507? ADVANCED FIRE PROT. u.+ *+.�. >..afs!.MCtn� 1^` :Jn4Y'M /,tM?).+H"+.'In.Y". -, ,., ` fC'+ a1H. rs. tNx +� +fi+M.Y.T•�taMV1MY5I'9Y!r:': P.1�Y, +i.. • 348 Pet MODEL 30 . ss Double Check De , clop Assembly F 0 R F I R E P R O T E C T I O N S Y S T E M S The Ames Backflow Prevents?: Lighter, Shorter, Better Flowing Than Any Other • Application TheAmes3000ssprotects the potable water system by preventing backllow from line protection systems. The **Gain defects leaks oruneuthor- tied use of water from fire protection Nnes. • Operation In the incidence of minimal water Now, the valve clapper remains closed to that the water Rows through the bypass loop. When =Jot water flow .'a required, the water pressure will •,pen the main wives to allow lull water flow. 1111 Installation The 3000ss should be Installed with 4 Pdequa tie distance and easy access,- MO for maintenance and testing. :rho 3000ss maybe installed vertically or horizontally. Rotor to local codes i orspedfic Installation requirements. ® Features • Lowest documented head loss. • Non - Corrosive 300 series stainless steel (lead free) construction. • 40% shorter end to end dimensions for compact, Inexpensive installation. • Excellent for retrofit installation. • 50% lighter In weight, reduces Installation and handling costs. • Fully serviceable Inane, no special tools. • pretested cam-check (patented)* assembly for long term reliability, low head less, ease of serviceability. • Single two-bolt grooved style cover for quick and easy access. • • OnIy ASSE 1048 approved assembly for vertical and horizontal applications. • Made In U.S.A. • Head lose equal to less than single detector check valve. ■ National Approvals Approved by national approval agencies." IMES FLUID CONTROL SYSTEMS RECEIVED FEB 2 8 1997 PUBLIC WORKS 'Pat. #4016.52S 206- 483 -5077 P' Jf *4CED FIRE PRAT. 348 P03 tV►v FEB 26 '97 11:49 M 1 DEL 300i ss Double check Detector assembly • Amas SODOss - Walyhts d► Dlmenslons (Inches) SIZE A 8 C 0 E(Open) F t4.) NOgyr. al 681 21/2 j2' 3S' 10• 91/r it 121/2' 1551 ,_ 3' 22' 38 10- 3314' 32' 13• ,.. 2301 _ 704 • 10' , 41 731 ' ss ti 1t' 51/2 3' 173/4' 15 1( 4 rb 10' 291 55112• 6314 ip' 8' 91 • 45 • 54' 101/2' 1' 7741 yj 1 • t 1( 571/2' 15• t 10441 2201 III WMrawlsoWf a ainsliltat ordeal awn .,) 10 3 I a 10 IN sw IM (WV Mo ! nuncio ionlowpradri lss(w. yamigoaim) i = 1 ea a . 1 • _ ...•...•.. »,•. »I i t j i I • a 0 0 100 70e 1b M0 ti see • Specifications Thin double check Macey nimbly consists of less independently op ra X10 loaded chock vaP.w t w UL, Fµ 00V tsel%nt wee jte pall oafs, and bypass aakmbly. The bypass assembly consists of a maw (cubic h. or ga nej, a da+idle duedt inducing shut off valves and minx, test coda. Each whited. shall be internally loaded and ptovldea polidve drip tight closure against reverse Bowe Cantcheck indudsi a lles.888.2a81 1465 ' faran AY0011f1.. P.Q. BoLIA? 10 • Physkal Characteristics sizes -2 3'. 4; 8; d'. toy, 1r Rated working pressure -178 psi hydrostatic Pun - 350 p Tenimratur range - 32'F -110'f Bodyn.terial - 300 'arias stainless steal Flange dimension In accordance with AWAI4 Class Assam* shall be ASSE 1048 approved for vortical Installations, ■ raiser .eaM+llirrtisraairitbAerMr*own l.u" Me eve re�: a ie l) le • tradensobtiArrumetairks *wig **at woo " weave ides r d' • 10 0 4 loco ism1� • 12'0 tua10at11 trlt Camm r klesMr,wa/r1r+M.hpV'- MO UFO Iaee 1 netliskalMQ 1* asst, 4a-M Abbas sled cam aim and spun& tubber faced disc and a rlplaoeabte mac Th. bvdr shalom manuhduted tram 300 MON itarhtess diet 100% lwdfree, Iva* the welly way, with asltgle tWabolf grooved S 41* mess cover. No special loots shat be required for sinking. Double check detector shall ba3QQWs. "Contact VW fac y for sip approvals Woodland, GA 95776 MX 916.666.J1114 1r04 4 :vats LOCKING LATCH WITH 3/8' PENTAHEAD BOLT COVER PLATES and FRAME No. 3 -332P --\ TOTAL WT. 415 Ibs. LOCKING LATCH WITH 3/8' PENTAHEAD BOLT " Wrt and PLATE d FRAME RECEIVED 332P 332P TOT n n 3 -332P TOTAL WT. 1401bs. FEB 1997 SPRING ASSISTED DOOR TUKWI 2 -332 P WITH RECESSED LIFT HANDLE PUBLIC WCRKE 2-342P ,- ANGLE IRON FRAME COVER PLATES TO A CAST IN CONCRETE 31 /Tx 3 WITH FRAMES CLEAR OPENING 331/2'x 33 3/4' SIDE HINGED DOORS COVER PLATES and FRAME No. 2 -332P TOTAL WT. 314 Ibs. '- I-I'- I!I!I! -I I —I —I-1— I— �— I-I-I-I-I-I-I-I-I-I-I —i I I I -III -I -I -I -I -I -I II -I -1 -1- I— I — I — •— I — I — I — I — I — I — I — I — I —I —I —I — I— I- 1— I— I— I— I— I— I- 1— I— I— I— I— I —I -T• —I—I-1IIIIIIIIIIIIIIIIIIIIIII111- -I II II II II - 1111111 -I-1 -' -111I11111I1111- 1- 1- 1 -1 -1 -I COVER PLATES and FRAME No. 2 -342P TOTAL WT. 460 Ibs. OPTIONAL EXPANDED METAL GRATING SPRING ASSISTED DOOR WITH RECESSED LIFT HANDLES ANGLE IRON FRAME TO BE CAST IN CONCRETE CLEAR OPENING 331/2'x 101" LOCKING LATCH WITH 3/8' PENTAHEAD BOLT OPTIONAL EXPANDED METAL GRATING ANGLE IRON FRAME TO BE CAST IN CONCRETE CLEAR OPENING 471/4 "x 731/4" SPRING ASSISTED DOOR WITH RECESSED LIFT HANDLE Coovriaht 1992 LOCKING LATCH WITH 3/8' PENTAHEAD BOLT UTILITY VAULT CO. 106 ANGLE IRON FRAME TO BE CAST IN CONCRETE CLEAR OPENING 331/4'x 731/2' Finish: Hot Dipped Galvanized NOTE: DESIGNED TO WITHSTAND H -20 WHEEL LOADINGS. SUITABLE FOR USE IN OFF - STREET LOCATIONS WHERE NOT SUBJECTED TO HIGH DENSITY TRAFFIC. * ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. Issue: April. 1992 CITY OF TUKWILA Department of Community Development Building Division-Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 REVISION SUBMITTAL DATE: Fa. 3, <19'7 PLAN CHECK/PERMIT NUMBER: q(0- 0071 PROJECT NAME: Uniled 5.)o dr-6 fr-J--,Docia.-tiOn PROJECT ADDRESS: / L/6 75 Ierarban Hv s CONTACT PERSON: Sieve Alhilvize, PHONE: 40. /vvei REVISION SUMMARY. 7-MS' gEVIS. I 0 Af ST4CtIre rr-.4 c. c LP", ces Fs 77.‘ E rrei I f FA? Al 1/4./0 ,+J4/4 _Pe-we ed) IS08 te'tiet:;/e- r-c) f from ritofir ruiVos ar As:roc/A rioil, yW toc.i/3 e (-volt ter Coe'Vm) rot Leivr (,4-riet) /7. f- owl P/i/a./04/ (3,4--rn.) - 6 -77 C(.41Alte'S 14o u fret) 4,1 y At #(1) I emit_ id-P4-1/2 errea 7T) %.,1014WW,e J(#/C r/tO evi - ttrra Aco ti-essFs c 0012 ler Derr a A tire) Lrviz-i- .4-fro lot r/CIA4 now /ZE4.20 err ilo. / t-7/ om 7-74- riec rirn4 cwri) ..r#err /for)/ ruvili+t S'wom,47ty te0, SHEET NUMBER(S) 774-/ reg- 2, 7-4 -1_7-4- A/ 7W/s "Cloud" or highlight all areas of revisions and ate revision& SUBMITTED TO: RECEIVED CITY OF TUKVVILA FEB 0 3 1997 CeNTER 3/19/96 • rt.•e.►�.�h�y/ lit/ $4,9ri opt/ etude-arrow foEcui esrs ,c%o, 2 ,lie A• J rya- Pie �k,3'ciC A /oft r pEir /441 "01)o/sEf$f ) fWer ? 1 / WE e /Zes,'woe e-o-e- 0/ • Co,idGEarlav g tes r "Y 7-04 ittinAt tiv (' yr 5/ 04( dill Thy 21-t °) r40 eA,LGtfC (e#tev 4.40fateriea (569A(TE Coy 11- EsPot/DS 71) 7-74* AIuMf5e t s sic •7* ositean (Zedtu sr).. i co I I44 *6 E4 77 /v` a u /i2 f' Xepi'C 7'O 64C EI Sr{L�fJr' 2, G\JE f E % rte 7`7y /gtZOJear 0.4114 04/ Th4 - / ,'v f}-co Deo a pig. C/r 7 i,4 3, 7 S/ 0E-ft/ ?ft ertE S <747 RAJ i/t/ c,t 114v 04 r 41•41-60 . 41,4, S'EE PE-r* . "wee 7V s-de r TA Vs, SEE fee-ore-10 po at. ryas' C'h,c Es) o u r Qi/ , e-7ra jaoo� -s d�/ S?, r 774 - Z duo 7l£ %ZET/AfEO (-r 1.44 v;4110 Cer"Wei rcietr 'Ti4 cid , ,4ec Ess 71) u,<eo Si r¢rr2 Thwt E lice6✓ rn/ . -En Ofd - ,Select' 7 4 -2 r eisiedeoeiidy P'etrn4Jr#y Gr 6 rfn,,/y ,ttQTE (xrsrs /A/ el G t�/a!G L ex 3 S}i r- 7 4 "/ CITY EC LIVED FEB 0 3 1997 PERMIT CENTER • C. tf t (,i./9 OD 0(1.- Co *VS TX-if en o,s/ i4,c.Io /t/rpll- t A-trac/ Abres •-)Lcc -c. ,fa riee f LveK- 1v A2/2,01,t- lot/ 1741 Pelv 4z 7b 1' r T• - 77/C -coczL- ( 7n re P14576 A( ,UY avA) 4am. i. S^e 4wev 4/•evr,c,,v' p, ( ?� S' boa a 6c( r- 17 es c,4zL t v 'r € v rA -3 f, 5r--e G3.44.,ii oaJ oil 774 - 2 fiftc imilen Gc () u ©(7) ge- d/S /O.tr G✓ Frte "feaue Mi r 61, S', 4. RECEIVED _.___._ CITY OF TUKWILA FEB 031997 PERMIT CENTER J9-31-1997 11:03 A: SA u,- UNITED SUPPO it ASSOCIATION, INC. • A midair f PA0127r FINANCIAL CORPORAIION, .a pi** livia amform(PM0 January 29, 1997 Janne Spencer City of Tukwila Public Worke Department • 6300 South Center Blvd. Tukvills, WA 96188 • p.01/01 Dear Me, Spencer: • I am writing in regard to the fax received from your office and the conversation that you had wkh Clayton Sherwood an January 22,1997. Per your fax and • conversation with Mr. Shenvood, both the City of Tukwila Public Works Deparbnent and United Support Association. Inc. (USA) agreed upon a street • frontal improvement proportional fair share agreement which can be executed in lieu of modifying both parldng lot entrances. USA agrees to the terms set forth.in the fair share agreement; However, If and when the City of Tukwila executes streets improvements to Interurban Ave., USA wiN only reimburse Tukwila Public Works Department for the cost of redoing both' parking lot entrances in front of the building located at 146.75 Interurban Ave., ' • Seattle, WA. We appreciate your willingness to work with us In this matter, If you have any questions, please feel free to contact Clayton Sherwood at the number listed below. Sincerely yours, • Eric S. Rodriguez, JD Legal Department ESII/bwg • • •• S4675 tatersthaa Awoke. Soak, WA !ma 0490193000 FAX 004 DiThatan. 111"."6"4441111011VID • . • CITY OP TUKWILA • rill' ft-9'1997 PERMIT CENTER r._ fR+4r :•' i'Tn:'FT:`K•i'?F^1`:?➢F. *d7S'N7 CITY (.4 'TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 RECEIVED CITY OF TUKWILA DEC 2 0 1996 PERMIT CENTER REVISION SUBMITTAL DATE: / Z-ZO - F6 PLAN CHECK/PERMIT NUMBER: L2 _co 7/ PROJECT NAME: 1/A/ /7 , �hr�i� —% / 'sOCMITTOA/' PROJECT ADDRESS: P(6 7. / 1f7 t ve- 5C tfTtE 9'/6R CONTACT PERSON: , r Airk4f4449 PHONE: Of • /��� REVISION SUMMARY: /2e-t-co-g- ©f 5qA (20o0 1 « )6777A.r, " 6(i) Ole boiZ e (4404- (264 t (S. )4 2 C. S 7774C- eli te f /Jr /Goof SHEET NUMBER(S) Z 774 _3 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: �ei /C7T, 14ittlit;i44coyeAvAt 3/19/96 ;,= , . . FIU COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director January 7,1997 Mr. Steve Navarro Marvin Stein & Associates 2221- 5th Avenue Seattle, Washington 98121 Dear Mr. Navarro: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D96 -0071 United Support Association 14675 Interurban Av S This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division and the Public Works Department. At this time the Fire Department and the Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by .a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, . .t.&(.sa7/2 Kelcie J. Peterson Permit Coordinator Enclosures CER'i'iNiED MAIL Sr Sent via fax machine on 1/7/97 File: D96 -0071 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: December 9, 1996 PROJECT NAME: UNITED SUPPORT ASSOCIATION PROJECT NO.: P96 -0119 PLAN CHECK NO.:D96 -0071 Plan Reviewer: Contact Joanna Spencer at (206)433 -0179, if you have any questions regarding the following comments. 1... Sidewalk ordinance is triggered (construction exceeds $250,000). Both parking lot entrances shall be modified to meet Tukwila Commercial Driveway Standard. See attached TMC 11.64.020 and commercial driveway detail. The existing storm drainage system shall be cleaned, the catch basins vacuumed and grouted and an oil/water separator installed in a control structure if there is no existing. Show all existing catch basins on plan. 3. The existing fire loop single detector check valve shall be replaced with a State Department of Health approved double detector check valve assembly. TUKWILA MUNICIPAL CODE Chapter 11.64 SIDEWALK CONSTRUCTION Sections: 11.64.010 Administration. 11.64.020 Sidewalks required. 11.64.030 Standards of construction. 11.64.040 Delays and variances. 11.64.010 Administration. The Public Works Director shall be responsible for administering this chapter unless construction of a standard sidewalk conflicts with the requirements of the Tukwila building code or zoning code, whereupon concurrence of the Planning Director shall be required. (Ord. 1516 §3(Exh. C(part)), 1989) 11.64.020 Sidewalks required. (a) Sidewalks shall be required for any new multi- family residential, commercial or industrial structure; or upon substantial remodeling of an existing structure; or subdivision activity. (b) For purposes of this chapter, "substantial remodeling" means construction which increases the floor area of an existing building or structure by at least 20% or any alteration or repairs including interior, plumbing, electrical and structural made within a twelve-month period, which together exceeds 25% of the value of the previously existing building or structure; or total cumulative building improvements from the date of the ordinance codified in this chapter increase building square footage by 25,000 square feet or building value by $250,000. (c) Sidewalks shall not be required for improve- ments in single-family zoned properties unless associ- ated with subdivision activity or a larger development which would require a sidewalk. No final certificate of. occupancy shall be issued until the Public Works Director has certified that the required sidewalk has been provided. (Ord. 1516 §3(Exh C(part)), 1989) 11.64.030 Standards of construction. (a) All sidewalks required by this chapter shall be built according to the construction specifications of the American Public Works Administration or City "Road- way Standard Plans" as revised, whichever is greater. (b) The central business district (CBD) sidewalk plan policies are incorporated in this chapter as if fully stated herein. Sidewalks within the CBD shall be built and located subject to those policies which shall supersede all other conflicting provisions of this chapter. Sidewalks shall otherwise be designed based on Table 1 of this section. (c) A sidewalk construction plan shall be submit- ted to the Public Works Director in a form acceptable to him and demonstrate consistency with the standards of this chapter. TABLE 1 Sidewalk Width Requirements Zone District Non -CBD . Sidewalk Standards CBD Sidewalk Standards N.A. Sidewalks shall be a minimum of 8 feet wide at bus stops and pullouts, or where the speed limit Is over 35 miles per hour, or where a trail and sidewalk are combined. Side- walks shall otherwise have the widths specified below P -0/ CP/ CM 6 feet along arterials 5 feet along local access streets 6 feet C•l/ C•2 8 feet along arterials 6 feet along local access streets 6 feet M•1/ M•2 6 feet along arterials 5 feet along local access streets 5 feet All other areas 5 feet 5 feet Sidewalks which are less than four feet wide or are in poor condition as determined by the Director of Public Works, shall be replaced by the adjacent landowner at no cost to the City, pursuant to this chapter. (Ord. 1516 §3(Exh. C(part)), 1989) 11.64.040 Delays and variances. (a) A delay in satisfying the provisions of this chapter may be granted by the Public Works Director for technical reasons. Technical reasons are typified by need to coordinate with overall street improvements, and unavailable street and /or utilities design. A developer's agreement or equivalent shall be executed to assure later sidewalk construction at no cost to the City. (b) In the CBD only, the Director of Public Works is authorized to require the construction of temporary sidewalks (see comprehensive plan policies), using two -inch compacted depth asphaltic concrete class B on prepared subgrade. All costs of temporary sidewalks shall be borne by the applicant and shall be in addition to the cost of permanent sidewalks. (c) Variances from the provisions of this chapter may be granted by the Board of Adjustment pursuant to the criteria and procedures in Chapter 18.72 of this code. (Ord 1516 §3(Exh. C(part)), 1989) Dane 11...1 A Drin#n,i _/sn fon, 1.4 1ddA • DUMMY JOINTS , EXISTING DRIVEWAY EXPANSION JOINT EXPANSION JOINT ELIMINATED IF GUTTER & APRON ARE POURED MONOLITHIC SECTION A -A EXISTING DRIVEWAY PLANTING STRIP TOP OF CURB AT DRIVEWAYS sI 5% 2' -O" NOTES: 1. CONCRETE SHALL BE A 5 SACK MIX WITH 5% AIR ENTRAINMENT. 2. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS. 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 6" THICK. 4. WHERE DRIVEWAY WIDTHS EXCEED 15', A 3/8" MINIMUM EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA /WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. % �= PUBLIC WORKS DEPT.COMMERCIAL DRIVEWAY 1 } F 2' bVARIESH 1 - WARNING STRIP CUT 1" LPTH DUMMY JOINT yg. x 3,i" SHRINKAGE CONTROL JOINT = ..1'. • WHEELCHAIR RAMP (DUMMY JOINT 5'\ _,_ 5' 3" WIDE EDGER FINISH FULL DEPTH EXPANSION JOINT BACK OF CURB TYPE 'A CURB & GUTTER 15' BETWEEN FULL DEPTH EXPANSION JOINTS VARIES -27_ • r=71 4„ E THICKENED EDGE i-18 --i SECTION A -A NOTES: 1. SIDEWALK WIDTH SHALL BE 6' MIN. 5' IS ACCEPTABLE IN RESIDENTIAL AREAS. 2. SHRINKAGE CONTROL JOINTS SHALL BE PLACED EVERY 15', DUMMY JOINTS EVERY 5'. 3. CEMENT CONCRETE SHALL BE PLACED ON COMPACTED SUBGRADE IN ACCORDANCE WITH SECTION 8 -14 OF THE 1988 APWA /WSDOT STANDARD SPECIFICATIONS. 5 STORTZ 50' OF HYDRANT PLAN VIEW ' ............. .................... 5' MIN. COMPACTED FOUNDATION GRAVEL UNDER VAULT END VIEW NOTES; • 1. DESIGN FOR 4" THRU 10' DDCV. 2. SEE ATTACHED NOTES AND MATERIAL LISTING. City of .Tukwila DEFECTOR DOUBLE CHECK VALVE ASSEMBLY AND VAULT Not to seal.. Jan 11, 1994 W -12 FILE: P: \STANOARO \WATER\W- 12.0w0 MATERIAL LISTING; 1. 3/4" SHAKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4 MIN. D.I. CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER. DIMENSION TO VARY WITH SIZE OF ASSEMBLY. 4. 0.S.H.A. APPROVED LADDER IF OVER 30" DEEP. 5. PIPE SUPPORT STAND UNDER EACH CHECK• VALVE. .COP ER. OR .. BRONZE - BYPASS•..WITH ..AN ..APPROVED OCVA. • 7, 3/4 WATER METER. 8. APPROVED DDCVA IN MAIN UNE WITH TWO RESIUENT SEATED SHUTOFF VALVES AND TEST COCKS. 9, 10 ", 8 , 6" OR 4 COUPUNG ADAPTER, FL. 10. 10", 8 ", 6" OR 4 FLsPE D.I. CLASS 52 PIPE LENGTH TO FIT. 11. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON- SHRINK GROUT. 12. 10", 8 ", 6" OR 4" GATE VALVE FL.MJ WITH POST INDICATOR VALVE. 13. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 14. FLANGED 90' BEND. 15. 16. 17. 18. 19. 20. 21. 22. 4" OR 6" D.I. CLASS 52 PIPE FL +FL. 4" OR 6" 90' BEND, FL 4" OR 6" D.I. CLASS 52 PIPE, FL•FL. 4 "*4 " +6" BULL TEE FL UL LISTED 5" STORTZ CONNECTION WITH 30 'DEGREE ELBOW. 6" D.I. CLASS 52 PIPE LENGTH AS REQUIRED FL•FL 6" 90' BEND FL SWING TYPE GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR DOUBLE CHECK AND VAULT ASSEMBLY NOTES: 1. BACKFLOW PREVENTORS SHALL BE FEBCO #806 OR APPROVED EQUAL 2. SIZE VAULT BASED ON SIZE OF' APPARATUS AND MEETING MINIMUM CLEARANCES. 3. A SEPARATE DETAIL PLAN FOR VAULT INSTALATION AND SPRINKLER LINE MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL PROIR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4 ". 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF UD TO FLOOR OF VAULT EXCEEDS 30 ". INSTALLATION OF ALL LADDERS SHALL BE IN COMPLIANCE TO 0.S.H.A. 7. LOCATE VAULT IN PLANTING AREA ANO NOT IN PAVING AREA. UNLESS APPROVED BY THE ENGINEER. .8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF ANSI /AWWA C110/A21.10 AND CEMENT UNED (SEE APWA do AWWA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51. CL52 & CEMENT UNED. 10. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND. 11. PROVIDE BALL DRIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F.D.C. RISER. '12. 13. 14. 15. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH TWO (2) 5" STORTZ CONNECTIONS AND TWO 30 DEGREE ELBOW. ALL UNDERGROUND PIPING TO BE INSPECTED, FLUSHED, PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. • UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERTIFIED TESTER ANO ALL TEST -COCKS ARE TO BE PLUGED AFTER THE TEST. THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE, AND COPIES OF TESTS RESULTS SHALL BE PROVIDED. CONCRETE VAULT SHALL. HAVE ONE 4'4.4' OR. TWO 3'4.3' STEEL HINGED DOORS. City of Tukwila MATERIAL LISTING & DETECTOR DOUBLE CHECK & VAULT ASSEMBLY NOTES Not to oral. Jan 11, 1994 W- 12NOTE fue PINS NQA \ M W- t2NOILowc CITY OF TUKWILA Id: ACTP185 Keyword: UACT User: 1636 12/09/96 Activities Associated to PROJECT: P96 -0119 DEVELOPMENT PERMIT Permit No: D96-0071 Occupant: UNITED SUPPORT ASSOCIATION Status: PENDING Address: 14675 INTERURBAN AV S Notice: CONTRACTOR'S LICENSE REQUIRED BERFORE PERMIT ISSUANCE. KJP. Line Activity Type Seq Status Location 1 PW96 -0269 PW -WM FINAL 14675 INTERURBAN AV S vA l.la F}TI ()Is) 2 D96 -0023 DEVPERM ISSUED 14675 INTERURBAN AV S 400 K. 3 M96 -0152 B -MECH ISSUED 14675 INTERURBAN AV S 4 D96 -0071 DEVPERM PENDING 14675 INTERURBAN AV S 180r-- 5 M96 -0164 B -MECH ISSUED 14675 INTERURBAN AV S ,y, 126 Enter Line Number: F1= Summary Screen, F2 =Next 15, F3 =First 15, ESC =Exit List DATE: 1/6/97 PROJECT NAME: PLAN CHECK NO: Plan Reviewer: BUILDING DIVISION COMMENTS United Support Association, T.I. D96 -0071 Contact Bob Benedicto at (206) 431 -3670, if you have any questions regarding the following comments. 1. Architect's seal and signature is required on all revised drawings. 2. The "Project Data" notes list this building as a Type V, non rated construction with fire sprinkler system. The total area and number of stories of the existing building indicates that the building should be classified otherwise. Please qualify the V -N designation or revise the "Project Data" to reflect a fire resistive construction type that will reflect the existing construction. 3. The site plan shows new sidewalks to serve an exit door at the Southeast corner of the building. The new space plan has eliminated this exit door. Please clarify. 4. The South and North stair enclosures are required to have enclosure walls of one hour fire resistive construction, with all openings protected by one hour fire rated assemblies. Openings to the enclosures are limited to those openings which are necessary to provide exit facilities for the occupants of the building spaces. These requirements are also applicable to that portion of the exit passageway that leads from the stair enclosure (on the ground floor) to the exterior of the building. Show compliance with this code requirement by providing the following on the plans: A. Provide construction details to describe the one hour ceiling assembly at the subject exit passageway. B. Schedule one hour fire rated doors as required. C. Eliminate existing use of underatair areas at stair enclosures. 5. All seminar rooms require emergency exit lighting. Show on plans. 6. Provide detail of wood platform construction and specify location of fireblocking per UBC 708.2.1 (6) and proposed fire block material per 708.2.2. 7. Dimension ramp width for ramp to seminar room platform. ..• DATE: 1/6/97 PLAN CHECK NO: D96-0071 PAGE 2 of 2 8. Provide additional exit signs to define egress route at base of North and South stair enclosures. 9. New exit corridor which runs from South stair enclosure to South end of building is dimensioned at 5-feet wide. Provide calculations which include occupant load served from all other floors to qualify the proposed corridor width. This calculation will also confirm the required width of door #5. By: R.S.B. 1/6/97 P 112 198 043 jvCertified Mail Receipt for No Insurance Coverage Provided =ern Do not use for International Mail iSee Reverse) Sent to MR STEVE NAVARRO Street and No 2221 ' 5 AV ,i, 0.,,State and ZIP Code . slur= WA ' ' 98121 . . Postage Cortilied Fee 1.10 Special Delivery Fee Restricted Delivery Fee. . Return Receipt Showing to Whom & Date Delivered 1 1.10 Return Receipt Showing to Whom. ir • and Addressee's Address Postage • & Fees : • S S' R. 95, Postmatk or Date i 40/17 MAILED . CORRECITON LETTER , #1 D96-0071 City of Tukwila John W. Rants, Mayor Fire Department Fire Department Review Control #D96 -0071 (512) Thomas P. Keefe, Fire Chief November 21, 1996 Re: United Support Association - 14675 Interurban Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. 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. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) .575-4439 • ' City of Tukwila Fire Department Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1003.5) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) Combustible material shall not he stored in exits or exit. enclosures. (IJFC 1103.3.2.3) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 3 5. The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila' Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 City of Tukwila FILE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director November 14,1996 Mr. Steve Navarro Marvin Stein & Associates 2221- 5th Avenue Seattle, Washington 98121 Dear Mr. Navarro: SUBJECT: Development Permit Application Number D96 -0071 United Support Services 14675 Interurban Av S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on November 13, 1996, was reviewed at the November 14, 1996, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, --7/Occo,y Lieoto503 Kelcie J. Peterson Permit Coordinator File: ' : D96= 0071 °' 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 figs TgED.ASMOVA)ED,BY LAW, !1S k,J •�� `+ fs i� 'fib• +: :t,+}'i"•i�t�. "J ,�: • �3 ':; 8.1, i....AVi:,`ICE: • RS.rstiONI) WA • '980r. SIGNATURE ISSUED BY DEPA ENT OF LABOR AND INDUSTRIES STATE OF WASHINGTON) ) ss. COUNTY OF KING ) F625- 052-000 (3 -92) On this 28th day of February 1997, before me, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Tod A Johnson (known to me to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned). Witness my hand and official seal hereto affixed the day and year first above written. Notary Public in and for the State of � Washington, residing at i QQo��.e � My appointment expires CO tj' 1 ) —tarp * •.•-k 2000,`c` • �� ti1 . r VICINITY MAP PROJECT LOCATION NTIRURIAN AVENUE GOWN W PAIII.vio(A f:'*2Y7 1 x.4:14 TY• -D 1A {. P61'1 \F\ "'1BVV IM140. i./ - 1r. T100 111N • lulure,F \WkLr:KOV _ (NI 14 44 000044 IIIP4'LA4El+ 00'0 1NBL 1 -•!0�/ 'C1 W 1411 A.I. GIVE4 1'00411UN 50;+ -.I• ": OP 111E .104;1 f 0 04.IV TRIG 001,)401' 1 UGYI:A {50✓ RI 6110 4.040 p NEl A'•1':E 'TIE ;1,KkirLEN: ;1•'TEM(u+0 . +F CT S0C 1'IG4 r0;04,6 ), 3141. o o.';'r 4)0111. If- A HGN 14{--A�1NG NAIL- 41144 '••• 111 .1e, 4104•0 op RNA I'I2>FFAI41' 0.1He. 4)1) If rb cNS, fi LIK WAIL. GC.Ni.TKII/11''Er Or Au en1'TEK''LATEiI op (.EB'1CNYrn.pL4G 4 .,A`;TG■_ METAL 0TLIp PH'AI4INLY Aro, /004/ ".1111 on.. 0IAuv 10401 L4-(e1. (CIMILAW- TGILI0 DETAIL lR le -IA) lIl► it 706E W'HIOoW 0P0Hl4ri, LSO; THAN ,I.. 1.11 5011. OF THS 11011.40021110, EID EXISTING NA IVE LANDSCAPING LIMAL DASCRINTIOIt TAR PARCEL NO. 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EXISTING PARKING 8 LANDSCAPING TO REMAIN E1�T1 CARKING LA1DSC PIN TO REM IN 00° I7MbcO1 i 0. GoUTRAcroR 4+10-0 0,4J 52 :54 :J6 410RM 9RA14AYE SYSTEM THE 4ATC1 605.401 404E To IBM VACUUMED 440 L5AOUTeo AND AN O.../WATER SEPARATOR KTo 6E 10S1.00002 IJ A 004TROL STRU0TLIRC rag 01TY OF TUON,* 4,404.0 WOR15 00411 GEE *TWINED 5Hr5 2,3,4,5; THE 0054'00 FARE Loa/ +00014 005TE410+0 CHECK VANE WAALL OE 410I' "0019 W,TH A STATE 7104. of I4EA1/340 41410/EO POJ60E PETEOT0+0 0440014 VANE 4 1.441Y' 00040X44!10 SYS INTERURBAN AVENUE SOUTH OFy2 Br ERN, Igy/ANO /200/2 9YBRN, .eA EXISTING - OFFICE BUILDING FILE COPY 1 unt:-:' 1 .. _..':o Flan C5r:, : plc. CL,: nct. outlooks M YI1111on of cT 011 J: c00 e ar :!3000011111 al 000100001/ copy c1 approved p111D: 411111111111111PG Deco 1/7/97 pang, No. •DO(0- C-51I '.'.DV €D PER PUBLIC 4405. 3 _R D/,TED fetal..t /f991 Dq6 -oolt 5D (o(ws9P) FIRE LovP(ODcvA) CITY OF 1044.4 A APPROVED MAR 0 6 1997 AS 060111 UILDINO DIVISION .:. ✓«may. . PERMIT REQUIRED FOR: C��7//M••ECHANICAL LAG ELECTRICAL ❑ PLUMBING 17 CAS PIPING OF TUKWILA BUILDING DIVISION -. REVISIONS NO CHANGES. SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWM' A NEW PNG DIVISION. SITE . PLAN NOTE: REV WILL A DEWIRE A NEW PLAN SUBMITTAL, FEES. AND MAY D ADDITIONAL PLAN REVIEW FEES.. 1.1X'10• PLAZA ONE BUILDING SCOPE OF WORK THIS PERMIT: • TEu0LT , PeoVEA000.1' To Pb411000 OF TH0 410+07 P10NR 10000004.;6 RE01F6CTLer 00+0 0XTCO0RICn4S RSA•o0RU4& on:5 EXK11. 0' Seko'ER 4 MAKE IT A 101405' 4.c. 14402110, 00,40,1,34 A40 CO4STIZUC1104 OF AIEW •rTER,4R FMRT,T10019. • 40,1470401010 1 OF 6 NOW 40G- RAM LL 4441 1504066 WE0T PL0g, E1.140•, 0644(100500 GP CO) P;6.40100 5:A01S • C..4ST1LICT1Or1 OP P MLW EXTERIOR SIORWA1X roe A 0EW FDri, or. CoRHY0 FROM 111E +0+, SOW OF TOE E•LO0, PARKING CALCULATION 50E0U'OtO PA0K,400 : 710006 4005100 0001, 9 1/110050 1 7104 514010040 Or-F,04 001+0 /Iaos0<Iy0P. TM' 0 Redo: zoo TOTAL- EAST110025l0 INDEX TO SHEETS: TA -1 'COVER SHEET TA -2 CONSTRUCTION PLO TA -3 ,EFL. ED'CEIUNG :PLR TA -4 : DETAILS. 2221 MA Anna• • Swett,. Washkgton • (200).,441- 1440 DRAIN BT C■ECKE0 BT: y11 Joe NO, 4053 -0 0011 II` -13 ° MQ1M1 TIE SCALE :I /0'• DATE REVISIONS: NO. REVISIONS' INDICATED OMB A Ge,NL, 0EV. CONSTRUCTION LEGEND DOOR SCHEDULE mAmml 2 13/5 COiRIDOR PARTITION- I HRH I2A7g0(EA'IPTING3 B/5 'TENANT INTERIOR P00111100, 2 1/2" MET STUDS MATH CM C EACH SIDE MUM FLOOR TO UNDERSIDE OF HUNG CEILING (NEW) 0/5 SOUND PAR11110N: CAME AS INTERIOR PAR111100 - PROVIDE ACCOUSTIC BATT INSULATION BETWEEN STUDS CONTINUOUS k 4' -0- MDE ACCO0STIC BATT INSULATION CENTERED OVER PARTITION ABOVE HUNG CEILING. B/5 REUIE P*211100 NLL NT. IN 13/5 OAK FRAME MM SAFETY GLASS 01500E REUSED - BUT LC041, TYPICAL 5/5 REUIE PARTITION: PAP'RAL HT. IN 0/5 OAK FRAME 00TH SAFETY CUSS WERE REWIRED - BUT NOM. 1WICAL EXISTING INTERIOR 00071110N TO REMAIN 4 0X1411440 0000 4/A444 T/ REMAIN FURNITURE PANEL (N.I.C.) 0/9 A4 -0/44 BEAT60 004410+ 4'»OMOIS': FOIL. HT. IN B/P 4T0EL. FRAM0 W/ WIRE 4.;-000 - 5600 POTA .- 1%00-TIAL HEIGHT MR11710N1 .4.VME A5 INTEH1000 PTN, PILL HT, 0 + 5tB°A F.F. NEW Pi i •OK..:R9:IF.�2 m4-17..44 EXI94 0 = 4 . >vop0 00 7' 1INGr "TN TO Bev.. I -442-- /EATEN „''4-:K1091t' E'TT1. -. C.NL - CCU/ MATER •j - Room Number CeIlin HL 5051100 COLAIG * `/5 00011 ;- 0/1 P,UrID00 - R.. C., HARDWARE 0 B/5 100(511 k CLOSER b. 13/5 LATCHSEI c. 11 /5 1OCKS01 o,W O1' "4 owe'R e, rgo ptR YP, • G1R0 1+R400+00 W 1046010410• 5721 15 4, 1'151//0Y 4000661 n, M.O.44500 0004 4Ar0H5ET, 400010 4+6005 • 01/55 R'N0+ PR. 419W1 .4 400KeET J P A 0411044051' 4 01.0500 k. r'AH'0 040.0, 0040 4 0145000 E,'I°Nm 0KH 4+)21 0 BVO✓r LioE.. 91. 47000,0 nog*. NVW0. W1/ 2100610 G /4KC 42E,04-0 ! 1.05005.' G40R01NA'CR 4 Ae7TA6PL ;. DOOR NUMBER - -T'PE OF DOOR A. 0/S 3' -0" X FULL NT. S.C. OAK DOOR IN B/5 OW. FRAME B. 5A100 AS f1PE A. W/ 20 -MIN. LABEL DOOR k FRAME ASSEMBLY C. PAIR OF DP* 1141 G. 10015110 r FH. Go -MIN. E. Po F 041.4155 4RAP200 KI - BE. 0100 oC FIPAMg PG14 h: ELECTRICAL and TELEPHONE LEGEND LIGHTING LEGEND GENERAL NOTES B/S MALL MOUNTED DUPLEX ELECTRICAL OUTLET 5/5 WALL MOUNTED 00001LEX ELECTRICAL OUTLET O(1) WALL MOUNTED DEDICATED DUPLEX ELECTRICAL OUTLET - 1200V., 200. (1 -0/ TIMER) ~• WALL MOUNTED SHARED SEPARATE CROUIT OUTLET 14 NALL MOUNTED COMBINATION TEL/ DATA OUTLET 11 '> B/5 WALL MOUNTED TELEPHONE OUTLET (NP -WAIL PNCNE) (N0. INDICATES OW.) IS- MALL MOUNTED CRT CABLE OUTLET I• WALL MOUNTED DEDICATED TELEPHONE LINE 10)14.' • AU DATA COMMUNICATOR LINES 10 BE 00001 -1/1 ONLY (MUD RING IN P4LL ). D251100 DORT 0501000 M REMAIN RELOCATED B/0 2' -0- X 4' -0' RECESSED FLUORESCENT. DORT 05X71101 RELOCATED 0/0 Y -Er 00CESSED..FLUORESCLO7 DAN +0701000 (S) 0/5 WALL 0011554101 (3.11.1RIEWAY) (•) (0011ER INDICATES GMAT) O 11/5 COMPACT ROOK. DONNUOIT O B/5 COMPACT ILUOR. YAURA9100 L__J (,Y EMSTNO LINT 0x1000 '10 BE 00+00VE0 CR RELOCATED O B/5 EXIT 00,, ® //S EXHAUST FAN 4oT6'I ncNI N1SrGeuvr• rt -R11iteY k0 +411Nm 1. CONTRACTOR SHALL BE 01540065106E FOR PROVIDING ALL WORK: AND MATERIALS N ACCORDANCE MTN ALL APPUDADLE CITY. COUNTY. APO LOCAL WLDING AND FIRE COOE5 AND AMERICAN VAIN - 015AMU11E5'ACT AS REWIRED. 2.. CONTRACTOR SHALL DE OOVERNE0 MY ALL CON0111000 AS N0GIEO N CONTRACT DRAWINGS 11 SPE5F+CA11ON5 3. CONTRACTOR MALL MIT JIM SITE AND VERIFY ALL FIELD /060115005 AND CON011O00 +AND NOTIFY 050/A OF ANY DISCREPANCIES BEFORE PROCEEDING MTN WORK. 4. I/O MOCARS 'MALDINO STANDARD- AS PROVIDED 0Y LANDLORD' DRAWN AND /OR SPECS= N WILDING CONTRACT 000.3140110. 0. 1Y LA-OLE. NDICATES TOY LANDLORD AT TENANTS EXPENSE'. S 3IMEN10NS 10 AN0 OF ELECTRICAL 11 TELEPHONE 0010411 ND4CAIES MAXIMUM OF /' FROM LEN1ERUNE OF ELECTRICAL OUTLET TO CENIERLME OF TELEPHONE OUTLET. 0. CONTRACTOR 10 VITAS{ ALL PERMITS AND APPROVALS O . WALLS AN0 CQUNOS TO BE INDEPENDENTLY SUPPORTED. FOR u CONDITIONS. N OOLONG J RISOICT:1 ON UNITED SUPPORT ASSOCIATION FIRST FLOOR crITOFTNICVAIA FEB 031997. • COVER SHEET.Mf1 H ql ' ( 11 ' '1<-') 2MUL /at a,, 1, II .,iii- • ANGLES UP SEMINAR RcOMs tIi. e_... .lA ,�,L N CuIECNC..IWF 11 .� 'ham- ..■•.v'''." .'"!L c " T w Yt1D ^ice riiiYord1 t 9 E / AVON • PROVIDE NON .COMM, MATERIAL n Ii f /� ;iii , ' CORNER OR PIPE BLOCKING SEMI AS iA M .:y6= +4. a t'' / \. 60 74.4) ALL s• L -.e' S' lY NO 13.4) 1 ^ ,Ail yEw:IUEL Ii 1l•y,s t .,-I 6t �l' y'r�'II4mCRAt,E BZ . • G I1a \., \.:'aS .. .__,) ' RAM�BIddE .� ; _iJ R4• 'lf, 'RE - i61p1'1 ONE Hone AL I 1A�T11 Ea Ea. pamr.m A. a EXIT PAe6Aeew4r �t ' t A i1tekiii 1� 14 E EXIST17)G DEMOUNTABLE WAILS PO :. '4L LAT ER 6/6' WS TMTi. EDE OF PART. °ZION OMIT WORK THIS AREA 0 N RK OMIT WORK . „A,.. ,. .. • AS19 THIS AREA -WIMPY BEG7707Y r iMiNAIZR I REMOVE EXIST. - DEMONTA4LE PA7EL5 / J RELiMTA 1188 R°OMI AND P1STAL /LAYER 5 /6' GM, -- rEA1.E� WTN TENANT, .EV.:TCI.' LOBBY/ �P7L�J OFF,IGE — TING) hp ALOPN 11 -•m1 ALIGN ONE HOUR EXIT PASSAG -- REPLACE EXISTING CORRIDOR DOORS WIN NEW 60- MINUTE DOORS A5 IND). CA1ED(UP TO AND INCLUDING DOOR NO. 4). STANDARD 14N0R CORRIDOR MECHANICAL Ial?ID EXERCISE AREA IRO OFFICE (EXISTING) OFFIC (EXISTING) • O OPEN lil/10L_ AREA O 31 OFFICE OPEN (EXISTING) D>oRK AREA gY.17 WIDTH 04LC4 4'I0N FOR 60JTNEX717. SECOND AND THIRD FLOOR °OCCUPANT LOAD • 40000 6F. X 1300 • 400 1.EOXRED 674IR WIDTWEXIT PASSAGEWAY • 400 X .5 • 00' 170' + 5 EARS • 40' /5T41R REQUIRED . rC•n.., o AIR , 54' W'DE N'EOJ'R€D 00064 WIDT, • 400 X s • so. 60'' 9 EXITS • 11' wt../ DOOR • 36' /u Vibto-71 REMOVE EXISTING 81,10.ER AND SIS7ALL NFW HC 6140YER UNIT TO MEET ADA. REQWFEPENTS AND a'A ST. BARRIER FREE CODE REQUIREPENTS -SEE BELOW. FIRST FLOOR PLAN SCALE,IJS' • 1' -O' OFFICE (EXISTING) OFFICE (EXISTING) OFFICE (EXISTING) OFFICE 'SO (EXISTING) ANGLES UP NORTH SPECIAL INSPECTION REQUIRED FOR SPRAY- APPLIED FIREPROOFING. 13. All spray applied fireproofing shall be special inspected as required by UBC Standard 7 -6. 14. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of aopointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 15. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, ' to the beat of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship proviai0ns of the U110. CITY OF TUENIIA APPROVED] MAR - -- l8fi° AS NOM BUILDING DIVES PLAZA ONE BUILDI G REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING. WITHOUT EXPRESS PERMISSION 09 AMA.. IS A VIOLATION OF 10000IL COPYRIGHT LAW. COPYRIGHT •Y SA AA 1997. MarvinSt dateshInc• 2221 5th Avenue • Seattle Washington • (206) 441 -1449 77P000001109. ALTERATION OR PUBLIC /MON OF 11115 DRAWN°. •IHOUT EXPRESS PERNISSON BY 0503, IS A SOLATION OF FEDERAL COPYRIGHT LAM COPYRIGHT BY MS*A 1997. DR4W4 BY: JN JOB NO 94053 -6 CHECKED BY: ON DATE, 123956 SCALE. I /5' • l' -O' REVISIONS' NO. REVISIONS INDICATED THUS A 4 GENERAL REvISI0N �j GENERAL,REV151ON ® GP/B/741.. NGVieioii DATE 039% JN Z -5 (7 JN 3.24.97 V.2. PILE COPY I ,, -• rim ci,. . -an end omissions c:... ale... Csa not a,WhB 0. 9oIWon ci M0Pt0d -O0d. or • ■ • 50970010 SWPY 01 07000404 p1ER almelmood. Data 1 J1,I i% P.aRk „a. Mb- 0511 rag cm REo•f NIMRA MAR 2 11997 PERMIT CENTER UNITED SUPPORT ASSOCIATION FIRST FLOOR CONSTRUCTION PLAN [r A -2 OF 4 PD+ NEW 84ID7g 0t' CE 16Nb aT I.9905R CORRIID®R MifipH EYC18TN0 06 IL. IN®' ILR: 41.0 61120 WALL AT •�.I' d #F. c i t. IUlll li C-1) Pboo 1 NO WORK I I I REFLECTED CEILING PLAN 50ALE:1/8' =I' -0' co NORTH LICiH11 T CALO_Uj..A1T1N EXISTING C0 5FIGURATION (137) 2'.0' X 4'.0' FLUORESCENT LIGHT FIXTURES (1) RECESSED INCANDESCENT DOWNLIGHTS (1)2,0' X 2' -0' FLUORESCENT LIGHT FIXTURE (I) INCANDESCENT DOLLNLIGHT NEW CONFt0URATIOLi, (191)2,0' X 4' -0' FLUORESCENT LIGHT FIXTURES (2)2,0' X 2' -0' FLUORESCENT LIGHT FIXTURE (U INCANDESCENT DOLLNLIGHT NOTE: DELETED (1) INCANDESCENT DOWNLIGHTS • 100 W EA.. 100 W. ADDED (1) 2'- 0'X2' -0' FLUORESCENT LIGHT FIXTURES • 86 W EA. • 86 W. THEREFORE WATTAGE NOT INCREASED. NOTE: ONLY NEW LIGTHSWITCHES ARE SHOW, EXISTING LIGHTSWITCHEB, NOT 514044, ARE TO REMAIN WHERE POSSIBLE. NO WORK NO WORK CITY OF TUKWILA APPROVED MAR 0 6 199 AS N01EO BUILDING DM I PLAZA ONE BUILDI\ G REPRODUCTION, ALTEMTIN ORPERGA ON OF THIS DRAWING. WITHOUT EXPRESS PERMISSION SY HUH, SSA VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIOM 9Y M5EA 1157. • MatvitiS tes,Inc drip 2221 510 Avenue • Seattle Washington . (206) 441 -1449 REPRODUCTION. ALTERATION OR PUSUCADON GF THIS DRAMNG WITHOUT E%PRESS PERVI5510N BY 856A. IS A NOLA2DN OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY M9*A 1997. DRAM BY: JH JOB NO, 94053 -8 CHECKED BT: 5N DATE: 12/19/96 SCALE: I/8'. REVISIONS: NO. REVISIONS INDICATED THUS Q DATE GENERAL REVISION 279/96 JH GENERAL REVISION 2.3.47 JH UNITED SUPPORT ASSOCIATION FIRST FLOOR .. F00031997 PERMRCENTES REFLECTED CEILING PLAN TA -3 ) e). 0 °I I 0 • !I 11i'�,1111N 111111��1 11; il; ■ ■r1ci��.ni� 1 5 � 5 I, 1■1®.11: y � I � 111 / _ �_ �, �11�11111�111� iiiili111111iiii iiiliiII 111, 111 111 11111.E 1111 , -� �'� \I - .1���1111�1711��I��e1►.�1111 X11 I `� r .�,►„'� � .� Iii 1 111 .ulihlll���l�l■11.111111I .. I ► ! �_ ► _ 1 I5 -121' 15 1 1 "•�IIIIi I�1:� 1 �o■■�lhl.�ii�i111111111151 51111:1111 ;Ia01►111iii■■■■i�l y r _ u:a 1111! MIL= a1/1� _ 1■i�, . X111111111111111111111111111111 111111111111II i r..:• ► C , __ _ �;_ 1 ° �= I INIIll 111111111111111111[11 !1:�111F 1111111111 � �1 • r 1011111011113111111/11111111111111111611 1111I11■111I1 , , , ' ® a Ill/illlll loop = 11/11'III!�1111►111'L 11111111 ■■■■ , 1,, . _, C ,nMdiCNE>n9 �G CEILN6 TIWT IS ADJA:CENNT. m\, imil111111111111 1111�.L1�1111 -..d / a A .e. 1 ►, 14 ' ° - 11 1 1 1�,�y} MW r % .10119[ ��� \ \ ��L�;g��t PELroED .... / � IIII!d111111111111111111 111111 \ ■ ■ NV 61 .. I II U,iIIIIIIIII,,,,,"r,IIlIII I a,.• \ R� ` ` P Air III\\ \\ - \ �, ■.� ■nl� 1!�•1 ■1 111 ■` ►/ p � r► II , .� \�\ �\W ���```,, v ;e:.: \\ �- Oil 11! 11■ ■!►� ,, ' 1 ,;. ■ In - ■ i.I •`.mil EI 11' ■1 111 ■ ■ ■1 �� _ 1111 ■�I� I' ILA -��9 ! 11 ■111!11■ ■ ■1 ■v� ■I \ ■1nIk 1_ _ 1 _ 1 1 1 _ ILO I1 ! I1- ==1111 =N� ==1111 S MECHANICAL _ �� . w. 111 14— ► � 1111111 111 I ■1111111 1 � ! 11 51 1� ■ # 1IV4111 MINIM 11 ■■ 1111 11 ■■1.1.11 !A! 1111!■ �' ' 1 . .. 11 �: : I ,.. I . � ...I..� ...�1.. !! ■II U•• 1 ,* D1111�■ 'iII1 pill 11 111`' IE war 311 1 111 1 �l -lt M►_.N_ ■ I IIi'i■ ■1111 dill I "ILA ■ ■f iii ' 1:1 11111 I.�_ .13111111■■ ■11■ ■■::Ralf ■ ■ ■I I1111SII 1111 111 % i lllllllli■■■■■iil 1 1 I ► 111111 01111111; :� 11111111111111111111111111111 ■■ ■11111111111 ■1 ■ ■`.IIIi11 1 _ _ 1 _ 1 1 _ _ II '1 1 1 111 L 11.111111!■ ■ll 111111111111111 •M lll11r1■■11 IIllll111� 1 ■■h.iii i Ili I i■■■■■■■■IG iii �i�li■■1i�� 1" 1 1 I 1 °1 !!!1! in o I m m 5 11111111111 ■ ■,111111 II dNGL S P I III1111mm Imo Pboo 1 NO WORK I I I REFLECTED CEILING PLAN 50ALE:1/8' =I' -0' co NORTH LICiH11 T CALO_Uj..A1T1N EXISTING C0 5FIGURATION (137) 2'.0' X 4'.0' FLUORESCENT LIGHT FIXTURES (1) RECESSED INCANDESCENT DOWNLIGHTS (1)2,0' X 2' -0' FLUORESCENT LIGHT FIXTURE (I) INCANDESCENT DOLLNLIGHT NEW CONFt0URATIOLi, (191)2,0' X 4' -0' FLUORESCENT LIGHT FIXTURES (2)2,0' X 2' -0' FLUORESCENT LIGHT FIXTURE (U INCANDESCENT DOLLNLIGHT NOTE: DELETED (1) INCANDESCENT DOWNLIGHTS • 100 W EA.. 100 W. ADDED (1) 2'- 0'X2' -0' FLUORESCENT LIGHT FIXTURES • 86 W EA. • 86 W. THEREFORE WATTAGE NOT INCREASED. NOTE: ONLY NEW LIGTHSWITCHES ARE SHOW, EXISTING LIGHTSWITCHEB, NOT 514044, ARE TO REMAIN WHERE POSSIBLE. NO WORK NO WORK CITY OF TUKWILA APPROVED MAR 0 6 199 AS N01EO BUILDING DM I PLAZA ONE BUILDI\ G REPRODUCTION, ALTEMTIN ORPERGA ON OF THIS DRAWING. WITHOUT EXPRESS PERMISSION SY HUH, SSA VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIOM 9Y M5EA 1157. • MatvitiS tes,Inc drip 2221 510 Avenue • Seattle Washington . (206) 441 -1449 REPRODUCTION. ALTERATION OR PUSUCADON GF THIS DRAMNG WITHOUT E%PRESS PERVI5510N BY 856A. IS A NOLA2DN OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY M9*A 1997. DRAM BY: JH JOB NO, 94053 -8 CHECKED BT: 5N DATE: 12/19/96 SCALE: I/8'. REVISIONS: NO. REVISIONS INDICATED THUS Q DATE GENERAL REVISION 279/96 JH GENERAL REVISION 2.3.47 JH UNITED SUPPORT ASSOCIATION FIRST FLOOR .. F00031997 PERMRCENTES REFLECTED CEILING PLAN TA -3 49 v3, 4.44, K ,4.,•■ - • • Bqr, - 11 -11- • ----- •-•-• 1 11 COQTh 2 1 7. ! • . . - *Iv • Dqb,l)C1 ..1-1•vvgA 98,4.40 - 0,044 L. GOJAVE,L. C.,5• GO, c..,949 4,444 E Rem . R,e9 oP 54, 9 4,4,14,r - Awn Ft*WC.It my*. 14441ekive 511.,07...PeM 2,,,°..142. CS ecA • €. %..e.f.ovvs Lisa • . 1/411 0 cee .-ncecas • 1/71m.. m7U 5AL w/Oati a•rs,.8' 1.107W 11.1.407111014 40ne.A00 11=-1.0C40 C 11,4010E IT 1,5.. soPrzrn.la , PARTITION BRACING DETAIL 1.407 "TV 1. :**V i.°:DESCRT:7„PwoRp a' C°:l:;:Cr1 ' r' m a: m. entand perform op,a:n;7e complete 16. installation of 1 11001 and .d'"°ci:ramps shown on , finished heobt 410 be 7 . above the cOnCee slab 1100,. 2. . , M . r : 18 a. or yard re lire '6 b1.f sh g r tongue and groove plywood 6. ad de rm.:n,nIls or screws of dimension 10o samo d. Elastomeric.glue meeting A.P.A. AF0-01 4. Sleepers to be 16" 0.C. IdireCtion by yontractor) With finish grade plywood perpendicular YIS Sleepers.. ,Piciyide 'sleepers under :Centerline and paiitliel to = any interior; partMens supported by wood floor. 2. Attach finish grade plywood to sleepers With.counter,,sunk'nalls or screws , at 6" 0.0 .'.at Sheet ends and '10" 0.C, at intermediate sirgeorts.'Alleeagis and ' nail holes 'are to be floated with Raco Durabond 2000 or.equal. 3. Proyide.118 glue bead at Tex; joints and 1/4" bead at sleepers 45) V • reel. ,„11n r NN V499941. WIZ 19404 6/..1•5 11913". MO 444.41 •440a4 ALA4 5.509 1151) 94■1915 IGAvy 55564 1199,44.. ellen 111*74.40 10 44.1 ALAAJIL4,4di tr, srm.ruet epee 511.0 0 ri.■ce ere vEansa, ,r,..tArk 4 014094444 4,41 1411051 Wet 94444-44) 90 10 t•■■139. MUG 9100510 Ir. MAW Mo. MON 09.43B MAW 41,1,115 04.0* Ae. F4444040 ra,l it-ea.c. 00.045 4,111,101 el 1,o' oc. Ne-re.; pe.m. 1.1 CEILING SUSPENSION & BRACING DET. klOt TO AL At COPE VAL VIOIE INIX5555 MOAN Dere •411 1901AN055 0494149 1.1111-00. - MEV 13 MOE •54. DETAIL 11 PARTITION TYPFS = acs D• m MIMI - 3/5 cram Nano 0 = scs roam Nem. B/S PARTITION - SECTION ,k7r 122 1 vi •COusle ILL MIA I Vela1.1111105 V/ Wr Gel WV 935 feed Mat V> rel. MIMIC 1411401141104 DORRIDOR 1-HR. CORRIDOR DETAIL AT STANDARD CORRIDORS HAW PLAZA ONE BUILDING 5106 111151SIERED A1101115c7 P33N REPRODUCTION. Auguiptei.„-gittfusticeiroti, tcodusgeita klia■TrPT 4rffss "DIR.1.Proveam V!?.."Tl4ffo, C°"R.G.0 11Sse r rrr •99,57.A9f9,9-.4,,;•7'76•999....,,,,9;,-.,..!,..9,9',,••;•••,„„•,fil5...., • ••'••••,•,..•-•••••• IVLarvInS 2221 Me Avenue • Seattle Waehinglen • (2050) 441-1449 CODE INFORMATION ON FIRE 800C1( shall consist of 2 inches 151mml nominal lumber or two thickne of'14nch (25mm) nominal lumber with broken lap joints or one thicknes of 23 2 ne11878.3mml awnoeotdhia9tsruncetsusraolip3a/n4elin,wc hitt; o9initms cTkyepdelo2y- 102 3p/ 3.2r .,-iicnicehb 1.1.8r4.3wms iv:io0/1o30d.bvs'atr.Uk.ectulii rtayl p3auneitri-Lirh 119.1111111) type 244 particleboard. -1 Fire blocks may also be of gypsum board. cement asbestos board, mineral fiber,.glass fiber ' or other approved materials ecurely fastened in 'place. Loose-fill insulation !material shall 001 6. used as a fire block dnless specifically fire tested. NO. PEs,I510N5 INDICAIED 11115 -r7EQ GENE0AL. , ■ 1 7 AW, B57-6 ,,,13444701,5 UNITED SUPPORT ASSOCIATION IN 1 I WIC-04 4 /Aim 1-IWC WIT rAhlatece,WAY 10510150 IML . 50111 50(350 C0RR100 R.'. atceNso cm, Of TofWILA MAR 2 9 9997 FERMIT 010150 TENANT R.CORRIDOR DETAIL AT EXIT PASSAGE Y ) 9•101 To Sc..,A1-0 / CRY OF TIJAVALA APPROVED MAR 2 7 1997 02 60100 DETAILS BUILDING DIVISION