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HomeMy WebLinkAboutPermit D96-0097 - UNITECH CORP - 2 RESTROOMSCity 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: 788890 -0150 Address: 18251 CASCADE AV S Un: B Suite No: Location: Category: ACOM Type: DEVPERM Zoning: CM Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Permit No: D96 -0097 Status: ISSUED Issued: 12/20/1996 Expires: 06/18/1997 Occupancy: OFFICE UBC: 1994 Fire Protection: SPRINKLERS .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: N Streams: Contractor Licence No: FOUSHAC15800 OCCUPANT OWNER CONTRACTOR CONTACT UNITECH CORP 18251 CASCADE AV S - UNIT B, TUKWILA WA 98168 ESTATE OF JAMES CAMPBELL Phone: (206)872 -4680 C/0 COLLIERS INTERNATIONAL, 20206 72ND AVE S, KENT WA 98032 FOUSHEE AND ASSOCIATES Phone: 206 746 -1000 BOX 3767, BELLEVUE, WA 98009 FOUSHEE AND ASSOCIATES Phone: 746 -1000 3260 118 AV SE, BELLEVUE, . WA 98009 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: ADD TWO BATHROOMS & WIDEN EXISTING OPENING. ***************************************************** * * * * * * * * * * * * * * * * ** * * * * * *,r * * * ** Construction Valuation: $ 35,000.00 PUBLIC WORKS PERMITS:. *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: 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: N Street Use: N Water Main Extension: N Private: N Public: N **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 730.09 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature:_ Print Name: i7c5A-Z22 ,bue,C-( Date __.!_2/.z /lG 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: 18253 CASCADE AV S Un: 8 Permit No: D96 -0097 Suite: Tenant: Type: DEVPERM Parcel #: 788890 -0150 *k *•kk'k* *•k•kk•k***-k• kit• k• k*- k• k• k****• k*• k• kk• kk• k• k• kk• kk- k- k- kk*- k**k• kkkk• k •kk•k•k•k-kk*- kk*-kk•k*•k *•k•** 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 obtalned 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 obtalned 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 the City Alf Tukwila. 5. All permits, inspection,r:ecords, and approved plans" shall be available : at the °job site prior to the start of any con- struction. These documents are to be maintained and avail- ablec'until final inspection approval is granted. 6. Any:new ceiling grid and light fixture installation is required to meet lateral ,bracing requirements for Seismic, Zone;' 3, 7. Partition walls attached to -ceiling grid must be laterai ly braced if ave r eight (8) feet in length 8. Anvexposed insulations; backing material shall have a Flame Spread Rating of-2S or flecs,`and 'material shall bear identi f i ca,ti on Showing the fire performance teat ing; thereof. 9. Al1nstruction to be done in conformance with approved- plans*arid.requirements of the Uriiform "Building Code (1994 Edit•i„on) as ,amended, Uniform Mechanical Code. (1994 Edition), and Washington State Energy Code (1994 Edition). 10, Validity of Permit: the issuance of, a permit or approval of plans, .spec }ifications,,': and computations Shall not be con- strued tobe a•-permit for, or an approval, of any violation of any of. 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. Status: ISSUED Applied: 12/11/1996 Issued: 12/20/1996 by CITY OF T'IKWILA 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 accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Namell enant: CIA= T Et- k4- C f-P Value of Construction: $ 40p Proposed use: ❑ Retail ❑ Restaurant ❑ Multi-family 'Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel aOffice ❑ School /College /University ❑ Other Site Address: City State /Zip: /Ps/ 5 CAAscAnL 4t11_ S ?y; :'r':, i wk Tax Parcel Number. 7 YT ria - Dir — e3) Will there be rack storage? ❑ yes Er no Property Owner: fay o TO" ES 641.440a. Li _ Phone: zZ a - 4.1brn • Street Address: City State /Zip: 94)2611 79. "d Ave. 5 tesA r usot RFc Fax #: S Ia Fa eS Contact Person: MARK CJAC514 Phone: X72.- 414Ya Street Address: City State/Zip: SAz- Fax #: '7 p, - Z315' Contractor: /lei LAS ifit. f AssoclAt€ Phone: 7£1 - /Zoo Street Address: City State /Zi 3 - / / T Aug_ SE. 8t,u.�cx�.e- WA- aq Fax #: - - 34-3,r Architect: F2 Er14EZr d hl<• Phone: ?A7 - Alta° Street Address: City State /Zip: / 'ic • Itlf 4 33 PL'4c£ $4ccstlr t£ L� 1T 1 Fax #: �^ B °ZS- - K1099 Engineer: 6 ure c.hAs4c -rr.i4 roil LS Phone: e1so - Zia7s Street Address: Cit State /Zip: 1 — cl�c �-Au� Sz si-£ �v c % t( Fax #: y.sa -- 466 74 Description of work to be done: ADO BArtio.c dw•t i 04 fJFA) E* 1 tci.44 C'ae,Ai t A. Existing use: ❑ Retail ❑ Restaurant t❑ Multi - family ® Warehouse 1/4'01 Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel El Office ❑ School/College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi-family 'Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel aOffice ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes 0 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes Er no Existing fire protection features: SI sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: AS 160 existing Area of Construction: (sq. ft.) vp,,,,,,, 9-57:3 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes SI no Attach list.of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITEICIVIL PLAN REVIEW OF THE FOLLOWING:. (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ 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 ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall expire by limitation. The building official may extend the.time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the ljniform Building Code (current edition). No application shall be extended more than once. Date application accepted: DEC 1 1 1996 Date application expires: c12 Application taken (initials) CTPERMIT.DOC 7/9/96 �'L:;If' +lo LLN i F ALL COMMERCIAL /MULTI -FA Y TENANT IMPROVEMENT /ALT A TION PERMIT APPLICATIONS MU E SUBMITTED WITH THE FOLL • ING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D. 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). VOQf 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, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ El 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 ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT / HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature,. Date: Print name: � Pienr— -rl" Phone: / %y6 -lo Fax #: �kG X737 Address .1: `�� 326c� - tr8- -- �r ✓� 5`.� City /State /Zi it pae )ie� Wn 9Hoor CTPERMIT.DOC 7/9/96 ik**** * * * *.* * * * * ** * * * * * * * ** ** * * * * * * ** * * ** * * ** * ** ** * * * * ** * * * * * * * ** CITY OF_TUKWILA. WA L34_ 0Q I TRANSMIT *** * * * *** * * * * * * * * * * * **** * * * * ** old * **4. * * * * *k * * * * * * * * * * * *•1; * ** TRANSMIT Number: R9600520 Amount: 285.84 12/11/96 11:31 Payment Method: CHECK Notation: FOUSHEE & ASSOC Init: SMC Permit No: D96-0097 Type: DEVPERM DEVELOPMENT PERMIT •Parcel No: 788890 -0150 Site Address: 18251 CASCADE AV S St: Fl: Un: B Total Fees: 730.09 '.This Payment. 285.84 Total ALL Pmts: 285.84 Balance: 444.25 ********** hh********' t****k******** * ** * *k *k **h ** *k * * ******k * ** *.k* Account Code Description Amount 000/322.100 BUILDING - NONRES 285.84 '1164 12/11 9617 TOTAL 285.84 k******** *** **** * **k****** *.A* ****k * ***k * *kk; ** *k7k•k.kh,l:k**** * **k* CITY OF 1'******, * :� * * * * * ** *A * * * * ** *,A * * *h *;t k *' *'hhk *,bilk * * * * *h* * *h *A*hk* * ****kh TRANSMIT Number: R9600524 Amount: 444.25 12/20/96 12:02 Payment Method: CHECK Notation: FOUSHEE & ASSOC Init: SLB T1:AI'!8MIT Permit No: D96 -0097 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 788890 -0150 Site Address: 18251 CASCADE AV 5 St: Fl: Un: B Total Fees: 730.09 Total ALL Pmts: 730.09 Balance: .00 This Payment 444.5 *****************• A******************* * * *** ***•k•k * * *0* *** * **** *•k ** Account Code 000/322.100 000/345.830 000/386.904 Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Amount 1.53.91 285.84 4.50 706 12/20 9616 TOTAL 44.4.25 City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Rre Chief Permit No. ,VW' —009-1 Li/ 9156c* Project Name \)% \TS L4\ (-0(4-4? Address (?)1,...:51— 2) (....PN5Cc\ .k \t.,.' 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: r(o (�� Authorize Sig�re 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 INSPECTION NO. INSPECTION RECORD Retain a copy with permit con PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ,. V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 '� (206) 431 -3670 `/ k . •' igtsp'Wig +y td rest : Coyfilii Av 5 .. - ' ..... Special instructions: Date w• s ed: O, !-7 a.m. P.m. Reque 1 C.- Phone 11.:-.0 �.-y)s-- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: �✓ Dater /7 $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: INSPECTION NO. INSPECTION RECORD 1� Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Pr jet:,,, ; ,�j of insG pectlon: d r s • 1 o I�+ , � �� C � WC I S called: Date c � i - Special instructions; =' HRequ ��slb1LP 3e , Date wan a.m. r: „ : I C� Phone No.:172 o "?)—)S— I Approved per applicable codes. Corrections required prior to approval. COMMENTS: P Inspector: Date: $42.00 REINSPECTION FEE R OUIRED. Prior to inspection, fee ust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. fReceipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 9-16- c6,7 PERMIT NO. (206) 431 -3670 P o' ct: is ,5' T o ins action: tL . wA -c-.. KfroZ - RATS terms_ co& 4v Date call edi l j T / 7 ` 07'6 = 1.-0c -wo of frM-L - c-x S ecial instructions: I . S St bk., , Date wanted f ,,11 IT? a.m. p.m. Reque OF 7%;. ' r s Phone No.: 93b_ 3-?S ' A-4 ti,--11-7). Approved per applicable codes. Corrections required prior to approval. COMMENTS: j i �� CvL.414 tL . wA -c-.. KfroZ - RATS 07'6 = 1.-0c -wo of frM-L - c-x orF SAL( 1,,J161_ 72__ G4 Vl ll.A G v ja tlz'Y1 . A - 0,11,t X 1 n+ i 1 On OF 7%;. ' r s fl .h,11ft-o Ffe-dy A-4 ti,--11-7). y v LA- rnnli w TO h10 774-E— civil u. tn� --r s TA -r. IT IS 7 "i' yviy. F 7Jf thW. i 6 R�" ; iJse-m (_, wI L., DAde rgi TV, .P P m • TU %C- s r ru n- tli rJ . Q Inspector: Date: Z7 9 $42.00 REINSPECTION FEE REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 4, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD„ Retain a copy with permit Vito csv°)i PERMIT NO. (206) 431 -3670 Project: lA hi' .4 ( { Type of inspection: r Address: `% n S, C t „ D ate called: l ( (J / Special instructions: Date wanted: 1/402/ a.m p.m. Requester: i ' Phone No.: 1 1 %Zg C Approved per applicable codes. Corrections required prior to approval. COMMENTS: oI^ chee_ aL b D i m Flo.— 6 /X-- h ©74; D© en Lj � �-ca p/ 0 4_. i _441E Gar Inspecto Date: $42.00 REINSPE ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �.i. 'W ait4.LPL•?di17L'Sn'i : s lvrt.wai lug,'.,. ._.:';+ i.8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ra;ect Tirxsp n: eover Q(�� dress: Ag 1 cacti cc�, htt Date called: j ,3 97 Special instructions:_---------- - -Date wantgd: 6 9...2 am.-, i Requ Phone o ' _ a Fs,/ Approved per applicable cods COMMENTS: '' Corrections required prior to approval. /. t__,) Vic k 4 t-2.1/ c f --ra p sii4.4P 6.„6 w7.1.4.42$,%. •-e4 Date >i 6-97 $42.00 REINSPECTION FEE REQUIRED. ~tPrior to inspection, fee must - be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: 'Date: 't ..tr �..�. Wi6l.!.._.S.a N T.�YArtlrs....�... -u.. .. ... .. _ INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 tle6:4_ec_p__d e of inspe tin f'�. e `tT.tr7 -i>� qici,71 &cSaroAV a ca d: ?i l Zi"9 .� `SppaT i tructions: As ear -pass' b a S Date w• to.: c _. a. m. •. Requester i Phone N930 375 / Approved per applicable codes. Corrections required prior to approval. COMMENTS: wails / $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII 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 1 I 66911 PERMIT NO. (206) 431 -3670 Project: j Type of inspeto , Address:i n 'es 60 d Q�te called: �1j Special instructions: Date wanted: ( J4a.m. Requester: Phone No.; Approved per applicable codes. Corrections required prior to approval. COMMENTS: e, :. Inspector: Date: 2770 -e/6 $42.00 REINSPECT 6N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Soutl {center Blvd., Suite 100. CaII to schedule.reinspection. Receipt No.: Date: *mETRO Non - Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to Metro Council Resolution Nos. 5719 and 5968, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The Metro Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to Metro at 684 -1740. (Please print or type) Owner's Name ek -iA}f. OF 62-1) Party to be Billed (if different from owner) •ji — ProperlyLegal Address: flat. Fw.t. Mtddlo tonal) /Yasl- a SAY -:►O� p�.1� S TUKWaA Subdivision Plat PAddress roperty Street I T .s-t R - eAsciha < Ash 'S 1y Y•�'ijj�•��,`5' D%-0097 Party's Mailing Address: (if different from property address) City, State, Zip -raic w�A c WA City or Sewer District Owner's Phone Number ( ) 9-7,2 4165'0 Date of Connection Owner's Mailing Address: (if different from above) Side Sewer Permit # CbLLw .a 2 $ h1ices c59.46 2 dd. A-?T,_ 5 Icridr WA ciga3a, A. Fixture Units Number of Fixtures x Fixture Units = Total Fixture Units (Public or Private) Kind of Fixture Fixture Units No. of Fixtures Total Fkture Units Pubic Private Public Private Bathtubs and/or shower 4 2 Dental units or lavatory 1 — Dishwasher, commercial 4 — Drinking fountain (each head) 1 — Hose bibb or sill cock 5 3 Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 a. Sink, clinic, flushing 10 — Sink, kitchen 4 2 Sink, other 4 2 Sink wash, circle spray 4 — Urinal, flush tank 3 — Urinal, pedestal 10 — Urinal, wall or stall 5 — Water closet tank 5 3 ct Water closet, flush valve 10 6 Total Fixture Units Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 For Metro use 'Account * Monthly Rate,, `Six Month Due RCE r Inca ra.v. sron White — Metro B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: dgvice / A iiaa � Estimated Wastewater Discharge: Gallons/day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) - RCE 187 C. Total Residential Customer Equivalents: (add A & B) A B alo RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative G' Print Name of Owner/ Representative E06M-re0 "TI/E•u CC Date &kilt /q4 Yellow — Local Sewer Aaencv Pink — Sewer Customer SHUTLIR CONSULTING ENGINEERS, Lc. 130 -11411A owSE,Sae260 Sam" WWiy•ee 10104 (2116)08-075 FAX (300011-0711 JOS UnINch SHEET NO. COVER OF CALCULATED BY 1111 DATE 14/10/06 CHECKED BY DATE SCALE JOS NUMBER 6613 STRUCTURAL CALCULATIONS FOR: UNITECH 18251 CASCADE AVE. SOUTH TUKWILA, WA PROPOSED BY: FOUSHEE AND ASSOCIATES, INC. 3260 - 118Th AVE. S.E., SUITE 1000 BELLEVUE, WA 98009 (206) 746 -1000 ARCHITECT: FREIHEIT AND HO 10940 NE 33RD PLACE, SUITE 202 BELLEVUE, WA 98004 (206) 827 -2100 DESIGN CRITERIA: CODE ROOF LIVE LOAD WIND LOAD SEISMIC ZONE UNIFORM BUILDING CODE, 1994 Edition 25 PSF SNOW LOAD 80 MPH ZONE, EXPOSURE "B" lII, Z3.3, Rw=6 — CONCRETE SHEAR WALLS Oct b•Poocri & CITY OF Tilite`WILA DEC 1 1 1996 PERMIT CENTER UM SP( t LER CONSULTING WO ENGINEERS, INC 1300 -114th Ave SE, Suite 250 Bellevue, WA 98004 (206) 450-4075 FAX 450-4076 JOB aC t4C.N SHEET NO, �l OF q CALCULATED BY NiCiA DATE id' �4/ . 14 CHECKED BY DATE SCALE H r RR �� ■ j, i i � 1± i i i /1.= /13 i f • I Q WW1 Milli Id 1i I „ T /30 • L4 r Ili • d, i i 1 ot �i � i , 3 %'� ,'E 1�- 4. ,Kea, �iY `f, fi �Y.4� ' - /MO phi w kS r Leo ` _ io.-o d �c /6L0 .7 r I I - - — i ,. i 1 I i' 1 t l 1 i I I , i t I I I ! i___ L. 1 ! f L 1 ;�cj 1 ` ' 4 T I 11{ 1 I Sr LER MEM CONSULTING 11111/1111111 ENGINEERS, INC 1300-114th Ave SE, Suite 250 Bellevue, WA 98004 (206) 450-4075 FAX 450-4076 JOB ,/ Yrati SHEET NO, OF CALCULATED BY ,fed DATE CHECKED BY DATE SCALE 4 L______! . ; , t 1 ; f— ,----.:::-.--------, , I --i---- s _ S i i i I 4/J I itC4 /1/e.) ( b/ffi ) , !/"Afe'/ 1". ,•igitiii ' '( 0_ s S s= ift) :! PO X x V$ I :4i i e 450 ■ i >__t_Ikk.1, ! , .1__ _ ' ; ! I ; . , . ■ . . 1,- : . .5141 . i t . , • : i ! . , t : do 411 0 I ( 1.:0\ ••• 0 tf . Vos : / — • _ , 3 -f-- att - 4 ( '..?/015) - z: 11, • if , ,_. ; 1,.15 k . •---- -; . ,. . . . . - ' • • . . . i4t.obile, e- 4/41 (15.. 1 ,) - i-c? . kot. .= 6,195: ' . • — , 4i,1X--- p , 51 [cL - 611.1;ctu ,T c . . ; 1- 14; ; . • , •• ; . . . a = . ''/: .4$. = 415, , ,..... 14_ - : 0, (p 6'14 . iuvib .:-. A .( 1 Atit4V) =- d • C,P74 i ! : 1 u-, ' i t 0 _t_ •,.. . , i , AP 1.1" 0 ' 5 If . --= ; 6 • / yr ci r 6 t1.1 41 w 0:7411') .?. , 3 - q i : • , :., ; , , , i , E : , ' i l • .1- 1 . , 1 1 • : ! . : . i ly i , 1 . z: k/2.._____, ____H_ . i . . . .. . .. ,. . ,. 0 , (rIt. ,1_._ 644_ ---r- • . . . . , .. .. . - . . , _ - 1- . , . . i , , - . : : r--1 -1-- — : r r • 1 , r___ ,_ . . , •• , • sITLER CONSULTING ENGINEERS itrv.t.urel 13A-1t4th Ave S.E., Suite 250 2ellevue, Uashington •?8C04 (206) 450-4075 tuft Job GC° Trak at. 10. r- alculated by Checked by Date 12/04/96 Ittst TILT UP UALL DESIGN ttttt 1. 7.:1s1derin9 effee.ts Der Sectiol 1914,8 of the 19q4 UBC ) Description Check (E) Panel LeLat New 10'-01 Openino 11 2E STRESSES AND DESIGN CRITERIA ttstt 8asic wind speed '41,1 exposur tapry ( 8, C or 0 ) : 0pen structure ( Yes'or no ) I2rtCe actor ',And load ( p = Ca t Cq t Is t ) itc)rtance 'actor 1 :f r:ent live load claihind Nith seislic ---) 80 MPH ---) 8 ---) No 0 - 15 ft. = 12.20 psf, ---) P, t .f All netNeen floor ir.1 ro.)f, Lt.3 Y3 )1 .11 ea setion ) :n desiP ;-7!iet 4, ( ; it frcl center of '4311 to lo3; 77'1 r7"it '7 Allmable exial ( .04 t f'c ) cf Weight of uall on lesign section desiln loe1 en -tesign seqi.)1 Act..A1 axial stress (( Pt4 Po ) / Nit aril ) Steel rat!) ( As 1 i t 1 )) Me(inun all:Ned steel ratio ( .6 t Rho-balanced ) cf rup!..ure Monlus of elasticity ( Concrete ) n Es Ec Cracking Mclent 1.00 l.47 2. n0.0 csi 60001.00 pig 7,,ez 15.1•.) feet 1.)0 7.33 feet t / 7t. 5).:0 4! ft. 0.00 1..bs.. 0.00 lbs. 211:',1 lbs. 16.30 lbs. 0.0C psf. 4.50 inches 4.75 inches 2.38 inches 120.00 psi. 68.15 psf. 1771.53 lbs. 4365.93 its. 32.83 psi. 0.0093 0,0128 273.36 Psi.. 3122.02 ksi. 9.29 28:84 in.-k 250.07 in.^4 • tt OESPIN SUMMARY t; U:tilate toed cc3cit-/ has been net for all load cases; ( Mu ( Phi Mn )./ Service load deflection is leis than ( design ht. / 150 ) for all cases, of steel ( .!.62 in"2./ft) is less than .6 t Rho-balance ( •0,85 in"2/ft)./ • stress ( c3i. ) is 1:33 than .04 t f'c ( 120.00 pi.). S)TLER CASULTING ENIMERS Structural Engineers • • 1,1;te 2S0 " Sheet no; Calculated by ge (/0-) = ude- g16". 1, A/,5 d `11Y. 511 (2 05) 150-4075 'ate • 12/04/96 • 2 Number 5 Bars 1a3,tt: 'Mow. are for 21/.3 irch ride !action. (LS T-. • 1 Jn,:i ( •/ _ ?fa -- No P t Deflection.) ?u • - 930.41 lbs. 3 = 0.53 in. w 1 �.4 in. "2 0.53 in. Phi = 0,395 MS = 2.64 in -k `rr = 0 ;? in.'4' Y.0 4.19 in -k Allow. Deft. - 1.20 in. Phi t Mn = 72.14 in-k 5arvice Daft. N.4, in. Olt. DefI, - V,A, in. '::a E 1 -9 ( 'J - ..•tD + 1.11 ) 9 Mid -4t. ( 4 - 5tPte + P t neflaction,) Pu - 6222.25 lbs. a - 0.61 in. As' - 0.72 in. "2 c = 0.72 in. Phi 0.169 Ms 1.34 in -k ICr r!.`4 ia. "1 ,1,1 - 29.53 irk r,11c:r. MI, - 1.1.0 in. Phi t •,in = 73.32 in -k :.rl,if? r+afl. - • 0.'01 f". e!t3 ' - 4.i2 in. • _ + 1..7- 1 ; aith 0 ; Liva !cad. 4199.40 lbs. 3 = 0.53 in. :, i,. " 0.58 in. 0. ''= '': - 11. 21 in -k 21,•4 ..lu • - 72.51 in -k .._'. il. ?hit Mn - 76.05 in-k 0.7'4 in. 0eiti n - 4.36 in. 443.:5 1.2' in. • 0.53 in. -k 1 in-k ?hit Mn - 76.32 in -k 0 +1t3 n = 4.37 in. ..._ l 'J = - 1.1 1Ea I No 1i. 1.?3d. Pa - 3539.13 lbs. 3 0.57 in, :.,.:1 in.': 3.61 in. ?`i 0.8132 43 = 41.92 in -k 21.25 in, "4 h - 70.01 in -k 4!1 +'w. Deft. - 1.20 in; Phi t Mn - 75.36 in-k ; Servi'i ' °171. 0.71 in. Da1ta n = 4.35 in. CA 3E t; (it = •:0 4 1.114 ) "'olive Load. Pu : 3599.49 lbs. 3 0.57 in. As' - •0. 8 in. "2 c = 0.67 in. . Phi 0.882 Ms 31.78 in -k 1cr 21.26 in.'4 Mu ▪ 55.33 in -k Alto. Deft. - 1.20 in, Phi ,t Mn ▪ 75.36 in -k i ?rvi�? ^4f1. 0.27 in. Dalta n - 4.35 in. 'ATLERR C0!i;UL TINS ENGINEERS • Structural. Engineers 11711- ttAfiN •... t: CIiFn 7[A lob Sheet no, V- 015 ,E$/74..1' ,&) 111111IMILM SI( LER 1.1111.■ CONSULTING =PI= ENGINEERS INC 1300-114th Ave SE, Suite 250 Bellew., WA 98004 (206) 450-4075 FAX 450-4076 J08 au ref,ei4 SHEET NO 3- 5 OF CALCULATED BY „led DATE CHECKED BY SCALE DATE . ; ; 1 1 C L A J ft i 1 i , : T i • i 1, ' 1 : _I_ 1 l'''Y.7- ----i— --i -4 —r1.0. . 1 I 1, :_... b 5 • , . ,.• -i------f--+. , ; ; 1 .... . , ! • r : 1 : , : ; ; • i ' ,,..____ .., .. ga. - , • , . 1 , I , • : . , . . • „ . .. : . _ k ki— o_tit • _ ... . to„ov .e. 0.1i.)(//..1\(/eeiki), :: 6,1rd ,e4pNtt, -.: _... _ . . •._ 41' ...._ .__ . , e', .1 ', j,5/.,1. 4. 3,.54,? , , , /1,1c, : = i • ,IJL ' - ......._.. . • • • . ,,,a ( i. ; I • . • . • . . , . . . • • : : • . . . , . : . ..........__._____ ,_. pa) = 6% e )t 1, 5 ...I! OL go I/ 0 . . , . . Alf _ '.." .56 ' ..r: 0 o LI 315 : ' . . *- /.P.5 IV.P,1 I 1 • 1 ' : i 1 1 1 : • , 1 //■A , 4 1 1 : . 1 _, ,.. , r A ; : ' IA, : ■ 64. ! ( . //4) 7 '•° 1'1? 7 ! . • • . ; • , • • ! 1 11 • ----.L- : • • • , : • : 1 , • • 1 • . , • . ; i • . • i • ! • • . • 1 ! 1 i • • , 1 . • i : • , , . „ • i , , 1, I I, 1 i . . • 1 - t 1 • r i : 1 1 ; ; 4 i i T ! ....._1 • , I , . . - . ' SNUTLER CONSULTING ENGINEERS Job JN 1`tlCLl • Structural Engineers Sheet No. 6"'r 1300 -114th Ave S.E., Suite 250 - Calculated by ?ellevae. Washington 93004 Checked by (206) 150 -4075 Date Tilt -;p Wall Design -- P -Oelta effects per section 2416(i), '91 U8C HSCRIPTION: Check (E) Peinf. at 10' -0' Opening ftt .E;101 CQ'TpTA e ttttitt ttetttttettttttttttttt tttttttttttttttttt .=v )f Steal - 60000 psi. :f .. :t t'a - 3000 asi. P:?-:ent of live load to ccrobine lith wind load 50 lead 0 t Pl7apet 0.00 ft. ' 4`:n ei:5t, distance h :twe n P'j ' its - 15. 4 ft.-- of X311 fo' design - 90.00 in. ,:4 :tar! 12.5 ft. Fil :ty ... 1.111( 1.01 sf ..r it to .load !-77 5.:0 in. . .'i to Eteel 2.33 11. - 903.79 ii. "4 a^: 11�'s rdpt°;ra (.5 t f': .5 ' - 273.36 psi. ,;, . _ 1. : i'' ! :,;,C.1 : 3122,E }2 '.si, n _ / _ 9.29 82.68 - 0.12 in. '.. ':. ! d )) - O,C045 •111.,•x?1 ..:e1 -a:io ( `, t P.ho- balanced ) = 0.0128 - 7445.31 lbs. act: :31 axial stress (( ?a t• Po ) / Net Area ) - 17.42 psi. ?,1:'r1ab1.e aria1 itress ! .04 t f'c ) - 120.00 Psi. ttt r :ESTGI1 DATA Yttttttt: tttttttttt ttttt ttttttttttttttttttttttttttit *t 'vertical a?d: i. : ?rvi'.e loads, !.nfactored ) eed load - 0.375 Kips Wall dead load = 6.445 Kips Ap lied live load = 0.625 Kips Applied Moaents (.Service Loads, Unfactored ) • Top Mid- height Dead load ncment - 0.11 Ft. -k > Dead load moment - 0.00 Ft.-k ) lire load Foment = 0.23 Ft.-k ) Live load moment = 0.59 Ft. -k ) "'.-f na.aep t - 0.00 Ft. -k > Wind .00r.?nt = 0.00 Ft. -k Seismic zolent = 0.00 Ft. -k > Seismic moment - 5.46 Ft. -k ) Ear qze 1 ) ear spacing 18 in. o.c. 6s = 0.196 in. "2 As 0.982 in. "2 / b 4A/ Abel stress Mess thin allowable axial stress. Ar ".y of steel is less 1.431 .5 t ?1-0 balanced. Service load deft. is less than Ht. /150 for all cases. Phi e 4n for all '.?see = :'tLEP .:'iE'.'L!!V6 ENGINEERS • Job t) 9 I'1 ; .1# Structural Engineers Sheet No. 13,'0-114th Ave S.E., Suite 250. Calculated by :3/13V44, 14eshington 93004 Checked by :CASE I? t !! - 1.4 t.D.L. + 1.7 I'LL. (No P- delta) o: - '445 lbs. a 0.264 in. �,, - 1 ^38 lbs. c - 0.310 in. 1.01 in.'2 Ms = 4.49 k -in 'li - 0.898 Mu - 7.13 k-in 40.83 in. "4 Phi t Mn - 121.79 k -in :irvi, :a Nf1 = N,A, in, Delta n = N.A. in. CASE T8 t 'i . IA k O.L. +.1.7 z L.L. (w/ P -delta at Mid-ht) • - 7445 lbs. a = 0.303 in. = 10611 lbs. c - 0.356 in. ; 7.. = 1.116 in. "? Ms - 1,42 % -in' - 0.333 • Nu - 54.8? k-in :1 in. -1 Phi t MI - 116.6 l -in; .fvice 7.saF1 - ..`1 in. Nita n = 3.70 in. ;CASE II z !: - .75(1.120,1. + 1.111.L. - 7: ?3 lbs. SAO lbs. :.'1 in. "? • 0. ?38 • '3.77 ii, "4 • 0.01 in. • + 1.l04ind)( 50 % live load ) a = 0.290 in. . - 0.341 in. M, = 5.13 ..-inl Mu : 33.97 k-in Phi k !n = 131.46 '' < -in Delta n - 3.66 in. =,S(1.i2n !.. +1.111.'.. +1.= ' =Sei <oic ?( �,, live load ) • - :82) f.. - 0. "? in. • 1:5i Its. = 0.339 in. Mu = 113.96 k -in 4?.S3 in, "a Phi z MI - 131.01 k-in Service Oaf! _ 0.09 in. Delta n 3.66 in. CASE IV U = 0.9+0.L. + 1.3 r Wind Load ( No Live Load ) P, 6810 lbs. = 6138 lbs. 1 09 in. "? 0.3)0 :cr - :3.08 in.'4 Service C.ef1 - 0.00 in. a - 0.283 in. • 0.333 in. ;4s • 0.85 k -in Mu - 23.13 k -in Phi t An • 129.34 k -in Delta n = 3.64 in. CASE V U - 0.9c0.1. + 1.1 z 1.3 t Seismic Load ( No Live Load ) P3 ;.820 lbs.• a - 0.283 in. Pu - 4133 lbs.. c - 0.333 in, 1.08 ir,'2 is = 66,97 k -in Phi = 0.390 Mu - 116.82 k-in T:+ = 43.08 in,''4 Phi z stn. = 129,34 k -in Service Deft = 0.09 in, Delta n - 3,64 in. , C City of Tukwila John W. Rants, Mayor Fire Department Fire Department Review Control #D96 -0097 (5 10) Thomas P. Keefe, Fire Chief December 16, 1996 Re: Unitech Corporation - 18251 B Cascade 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. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "A11 Purpose" (24, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Page number 2 Thomas P. Keefe, Fire Chief Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UEC 1003.4) Exit doors shall be openab l e from the inside without the use of a key or any special knowledge or effort. Exit doors ha i 1 not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1237.3) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) 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) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phones (206) 575-4404 • Fax (206) 375-4439 City of Tukwila John W. Rants, Mayor Fire Department Page number 3 Thomas P. Keefe, Fire Chief Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1003.5) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department 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) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) 4. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) 5. All electrical work and equipment shall conform Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575 -4439 Page number 4 John W. Rants, Mayor Thomas P. Keefe, Fire Chief strictly to the standards of The National Electrical Code. (NFPA 70) 6. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 7. Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (UBC 713.3) 8. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) 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, ra■■A 510 The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575.4404 • Fax (206) 5754439 TEL No. Jan 2301 10:00 No .002 P.01 DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A 1-. ■ • ; 4 ti ' - '" ' '41.1 STATE OF WASHINGTON , - •rp .x..,a, • '. • ` • 'rte) ri .X, '%}. "�}1 di WNATUM . tseo sY DEPARTMENT OF State of Washington County of King FI2S4342- 00013•92) • 1 certify that this is a true and correct copy of a document in the possession of Foushoe & Associates as of this date. Dated: December 20, 1996 L` tary Public in and for the s ate of Washington Teresa, Controller . My appointment expires: November 21. 1999• GENERAL NOTES LEGAL PESGR,! FT! ON TO STIS..7...rC Ac.u?E . u 6A V TR AT 1,-0' DL S°9�'i�A{IAN! N}��{ 1% �. •r 1 G I `^r ' - !� J CEILING 'y, , CCARI TTEST TO KA!N RAN?. STTZ,fTERE .430dE. !!STALL ANA ,Rave, C N3 POST P.1644 NTH TOP OF CL6. GRD A,D SIR-CT ABOVE I SPRP46 J..;r' `- CROSS /sNiF�J'@71ATE DUTY) NSTALL N2 GA. SHIRE CROSS 3R.ACN& IN / EACH PLANE OF NSL r 'R AT iY -0' 0.C. AT 4$ DEGREE AN61E5 IM BOTH Df GT.CSI5 BDFbr�S �� MTH TIE FIRST POINT KINN 6'-0' FROM Ern. EACH WALL. MAN RU:LTR 0NTT3RM®IATE DUTY) NOTE - I. INSTALL A5 REWIRED LAVER I4444 IBC STANDARD 25-2 - 2 yJ?POR'iN6 ?VMS TO BE GAUGED AND SPACW PER KI94 LEG TABLE 25-A 3. PROVIDE LIGHT FIXTLR- SUPPORT ArTA044BNT PER 1994 UBC STANDARD 25-2. SPLINE BRACING ALL GOMSIRIA, ".ON SHALL GJI'1FLY NHy 'ME 1994 iM!fOR.M SALMIS C ODE. nA.941 5,TON .''+TATS 85516- A70.t5 FOR BARRIER FREE DESIGN WASHNGTON SATE SERF,- coot AD ALL APPjG.1gLE LOCAL LODES JRDINANCES. AND STAN.IDARDS 2 CENTRAL OR I. TO VE RFY ALL DUSTIN& CONDITIONS, DIMBSIONS. c,. DETAILS ETC.. 4)V NOTIFY THE ARCHITECT OE ANT AND ALL DI_ CREPMGVM PRIOR TO PROCEEDNSS NTH THE WOR!c ALL ITEM MARKED 'NIL' ARE NOT PART OF THIS GONTRAGT 4 ALL WORK SMALL BE APPLIED M ACCORDANCE WITH THE MARUFA„TUR- ERS LATEST RE or+e IDAnaes OR rents! DIRECTCMS. ( 5 DC NOT SCALE DRAMAS:, rAmeistore GOVERN. TIE C.ONTRAGTOR `.11iAU1 gOTiFY ARCMITELr IH IATEi" fJF ANY AHD ALL DISCREPANCIES 6 ALL DII,BEEaONS ARE TO PAGE OF FINISH. ) ONERWISE NOTED '. AFIRE CONSTRUCTION DETAILS ARE NOT SMORVN OR NOTES' FOR ANY PART of NE N'IORY. TIE DETAILS SHALL BE TIE SAME AS FOR OTTER SIMILAR PORK- 24 REFLECTED CEILING R,,,AN K FOR TIE 6E!EiT;A. @FORliATON OE TIE U TGR EXACT LOCATIONS SHOULD BE VB.IFt�. 25 EXIT 516h5 AND @4ERGHNCY EXIT LukinAnca SHALL CONFORM TO THE 1944 UBL. CIIHPTEi. b AND OTT OF iidCNIL.A F DEPARTMENT REGMINENTS CONTRACTOR TO PROVIDE AND INSTALL E ER6E Y LI6HTN6 AND EXIT L16 411145 AS REQURED BY TIE CITY OF 'womLA FIRE AND BIHLDIN6 DEPARTTENT5. THE DESIGN OF THESE SYSTBS S Oki. BE BY THE ELECTRICAL CONTRACTOR NO SHALL BE A PART OF MI5 WORK. CONFIRM ACG�7ABILITY OF LOCATIONS KT}i MARTS REPRESENTATIVE BEFORE INSTALLATION PROVIDE BATTERY PACK _ LOCATIONS. Z6. F EXT1 PE FIXTUR SERI ?FY LOG TYPE, AND SINE PER FIRE MARSc4AL REOUIR&ENTS. CONTRACTOR TO PROVIDE ALL TEMPORARY ATV PERMMEN- FIRE EXTINGUI5,ER5 REQUIRED BY NEPA 10 MOST RECENT E fl1ON AND APPROVED BY CITY OF 1UKAILA FIRE DEPARTMENT C,OI1RRM ACCEPTAE1U OF LOCATION WITH TENANTS REPRESENTATIVE PRIOR TO INSTAIATOM 31. CONTRACTOR SINAI! 5, --IRE RELEVANT GO.NTT AND STATE APPROVAL RELATING TO FIRE, CONSTRUCTION LABOR /EALTN AND LICE SING. CONTRACTOR SMALL F'LRTFiR. POST ALL BONDS AND SECURE ALL INSURANCE RECi11RFO BY LAW OR CONTRACT, E PROOF OF SUCH ACTIONS TO T}$ TENANT PRIOR TO GOMIEK',@'ENf OF CONSTRUCTION 32. CONTRACTOR SMALL SECURE MV PROVIDE AL PEL4IT3 FOR OCGIPANCY, AND ANY OTHERS REQUIRED BY &OVERT** AITIIORR[ES BEYOTV THE BASIC BUILDING FE iMTT, MAKING TIMMY APPUGATIO.S ND 04G IRES, PAYING ALE. P$5 AND POSTING ALL BONDS TO BE RELF_ASED AT THE COMPLETION OF CONSTRUCTION 33. THE CONTRACTOR SHALL ENSURE THAT THIS PROJECT, AND AU. CONSTRUCTION ACTIVITIES RELATED THERETO, CONFORM WITH ALL LOCH, REGIONAL, STATE, AND /OR FEDERAL REOU.ATIONS PERTAINS TO DSTLRI NG, DIEFL CN6, AND /OR REMOVAL OF ASBESTOS OR ASBESTOS CONTAINING MATERIALS. NOTE SPEGIFIGAL L Y, THAT THE CONTRACTOR SHALL CONFORM WITH TE RECIARETENTS OF TIE RESET SCIAD AIR CERTIFICATION, AND NOTIFICATION. CONTROL AGENCY RE6ARDRIG ITC#ECTICTR NAT FORTIOA Ci .C'S :a ACC 2, .6, 940,44 ON THE SHORT PLAT 9,RVEY RECORDED UNDER KING cos, REC. HC '40504045 *REVISED BY BOUNDARY UTE ADJUSTMENT NO. 81- 24 -BLA, AGGA YO TIE =.4I41E" CEC."R:?£!G' iNDER KTNS GOINTY RECORDING NO. 8111050568, A1V BEING "*7QE P'ARTOLLMLLT DES R4M 4,5 F OLLOr ` BSStat6NSi AT A °04'' �+. wOR^E Ti' " Ri6HT- OF-WAY LINE OF RIVERSIDE DRIVE AS SNGYN G ON SAID P AT DS'A*,' '' !HI -'8°36•[1E 267'!6 FEET FROM THE SCXE VESTEiLY CORNER OF SAID LOT `IEtiE FNt,CM• SA'D Fyl,: OF BEGINUNG WI.2350E 43017 FEET ?O A POINT ON THE .,x BOAVAR" CF SAC LC -,e4cE A o§6 TIE BOUVARY OF SAID LOTS 23 AND 24 l£ FOLLONHNG CO.R. 'e fix'= 66,. FEET. TENCE 5'S'20'OOE 100-00 FEET, Elsa 523 °04'c'E 94.00 '$? MICE 524'SOCE X000 FEET, MICE 544.2000E 468 FEET: TFENCE 511 °2350'114737 �` TO '°E NORTHEASTERLY RIGHT-0F -WAY LITE OF SAID RIV9t11DE OR1VE; Tf$JGE ALONG SAID N04T+EASTEITL. RNN+T.7F -WAY '' A TAMS/ENT 00 9E THAT BEARS Ib!L ANEW ALONG TIE 0", OF ♦ARSE ?O PIE LEFT !§AVNG 4 RAMS OF 9000 *$T ATV A CENTRPN. ANGLE OF 27 °02'00', AN ARC LENGTH OF 5190 FEET. THENCE 'ASSENT TO TIE PRECEDING CURVE N15°35'1014 17224 FEET TO THE FONT OF 8E6E4045 AU.O LAVER SHEET, PRO,.EGT DATA A20 SITE PLAN A30 FLOOR PLAN A70 REFLECTED 0EILM6 PLAN FILE: Lt . 1-------..-....- cle st. I 1 t t1 -„ • 1 -.1 STS Does i 'ogled co., 1 .:actor's coc Y 1 , ". ,. ?,w -d!i// Uate /-/`'7- _ ��- vl I n �� "I V/ Permit T!e DETAILS -, v_- . 'ERNNT - FOR.: F _ AL 'JI.AL '41C ...0�• � ,g.+1 . ?END - UKWMJ� • ;,VI�IOW ' • • SCALE: N70 SCALE NOTE: WASHINGTON STATE BARRIER FREE DESIGN STATVARD5 &teem) APPLY TO R0014 SIZE, FIXTURE HEIGHT AND LOCATIONS, HANDRAILS, LEVER TYPE HANDLES ON LAVATORIES, AND THE PROTECTION OF THE EJPO5E0 DRAM. HOT WATER TAMP. 8 WE DEVIL% OR fTS45 OR PARTS THEREOF ARE RE RED TO IN SNGUAR, IT 5 INTENDED THAT RICH SMALL APPLY TO AS MANY SUCH . ITEHS OR PARTS AS ARE REavr � TO FRDPERLY COMPLETE TIE ` 9. CONTRACTOR SHALL VERIFY ALL ENLDE% STA :ARDS? WITH THERE SHALL $E TO DEVIATIONS MMTSOEVER FROM THE CONTRACT THERE HALL B TO PRIOR IO S WEAL SOEVER PORK HocONTR 1 CONTRACTOR ITS WITHOUT TIE ARCr1:TECT5 NEATEN APPROVAL THEREOF. THE vONTRAGTOR AGREES TO DEMO, HIDEiNF'O. AND TOLD TIE ARUNTECT +ARM.SS FROM ANY CLARE ARISING AS A RESULT OF UyAPPRITIED Oar O. ALL VEERS SHALL EE RB40J'.3: FROM PRE l5E5 AND AU. AREAS SHALL BE LEFT Ti A CLEAN (BROOM) COFIDI7'10N AT ALL TIME. 11. THE CONTRACTOR ��. iA,L T.111'� Al lEiyaiRY F1�Cg1Di'IONS TO ENSURE TIE SAFETY OF THE OCOLPNNTS AND PORKERS AT Ali TREE 11 APPROVED PLATS SHALL EE KEPT RNA PLAN BOX AND SHALL NOT BE USED BY ANY WORKHEN. ALL CONSTRUCTION SETS SHALL REELECT THE SATE IMFORMATON A5 PHi AS ALL REVISIONS, ADDENDA AND CHANGE c ORDERS. THE CONTRACTOR SHALL ALSO MARIAN IN 600D c6 . APP I oAE COMPLETE SET OF PLANS PENH ALL RE`/151A5. ADDENDA AND °WEE ORDERS, ON THE PREMISES AT ALL TIMM N*ACH ARE TO EE UNDER TIE CARE OF THE JOB PROJECT DATA 22 A. GALS. DRIP PAN 1/2' METAL STUDS 0 24' OL. (DOUBLE JOISTS UNDER HOT WATER HEATER,/ MIRROR SOAP DISPENSER B-40 OR EGUAL) Lb GAL. PF.Z5f JRE T 1_ET TANK PROJECT ADDRESS 18251 CASCADE AVENIE SOUTH TUKWIL , VAS SOUTH INDUSTRIAL PARK TUKWILA, WASHINGTON GOVERNING CODE 1944 IBC AS ADOPTED BY CITY OF TUKNLA ENERGY GORE 1994 WASHINGTON E1,SR6Y GODS FREIHEIT 4 HO ARCHITECTS, P.5. PROJECT ARCHITECT 10940 NF. 33RD PLACE, GTE. 202 BELLEVUE, WASHINGTON 98004 (206) 627 -2100 CONS GT O I II-N, SPRINKLED OCCUPANCY: B/5-I ZONING G/LI 0 C�� �ERpv ae e 96 �9 O�C GoN \S�pN LEVER TYPE FAUCET I Maki. -I/2' :<LOMD 61ZA6 8AR WITH 1 -1/2° CLEARANCE FROM WALL 4 7 TOILET PAPER HOLDER . r 171111.....'4111111111111. _ w 1 Q 4 �y �� I,-6. ' I'-6 } ELEVATION/SECTION TYPICAL RESTROOM WRNS/E MMET. 13. AU_ WORK SHALL BE 6UARAN1EED FOR A PERIOD OF ONE (I) YEAR • • SCALE: I/4' I' -0' AFTER GoMPLETIOrt U I.3 OTHERWISE 5 OT WISE SPECIFIED, AND SHALL !3E 50 STATED N CONTRACTORS TT PROPOSAL AHD AGREEMENT. SETTEE ALL REPAIRS, CORRF..T70N5, DISCREPANCIES, ETC, MST BE MADE IN THOVT ANY ADPm0NAL COST TO TIE OME , AND WITHIN FIVE 15) DAYS AFTER NOTICE 15 GIVEN 14. ALL NOISE STEAM, ODOR, OPERATIONS co N INCTED SHALL NOT BE OB.ECTIONABLE BY REASON OF OR O C N�wDm60Ni CONTRAACTTOORiSSHHALL MIN�iMIZE DERUPTIOTS OF ADJACENT TENANTS DUE TO N015E, ODOR, CORRIDOR FUSS, OR VIBRATION ALL ADJACENT SPADE SHALL BE. KEPT CLEAR OF DUST. DEBRIS. AND COTSIRUCTc* MATERIAL AT ALL TIMES. 15. LATONS, PLASTER AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE CHAPTER. 25 OF TIE 1444 U.B.C. lb. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL INTERSECTIONS. IT AL GLASS AND &LARNE SHALL COMPLY NTH CHAPTER 24 OF THE 1994 UBL. AND TI$ U.S. PROP/CT SAFETY COMMISSION: SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS (42 FR 1426: lb CFR PART 1200. 16. Tie GONTR.AOTOR SHALL VERIFY ALL DOOR AND RE-ITE ROUSE OPENING DIMENSIONS NOT/ DOOR AMID 6LAZIN6 MANFACTURERS. 14. FLAMMABLE LIQUIDS T L SHALL NO BE PLACED, STORED, OR DISPENSED IN THIS °COPANGY EXCEPT AS PROVIDED IN NEPA STANDARD 30 AND THE CURRENT UNIFORM FIRE CODE PERMIT MAY BE REQUIRED. 20. ALL DRAPES, HANGINGS, CURTAINS, DROPS, AHD ALL OTHER NO INCREASE TEND TO'II52 TIE AND TNS URISTMPSARD J 55 MADE 4 TIE MATERIAL, 0R SHALL T H Ai20' AND MAINTANED IN A FIRE RETARDANT CONDITION BY MANS OF AJ� FLAME RETARDANT 50LLMON OR PROCESS APPROVED BY THE COUNTY F IRE MARSHAL PROVIDE A CERTIFICATION TO THIS EFFECT. A MAXIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FOU5HE5 SHALL BE PER TABLE 8-8 OF THE 1994 UDC_ 24 ALL LAY-IN ACOUSTICAL CEILING GRIDS 4 LIGIM145 FIXTURE-5 SMALL BE INSTALLED AND SECURED PER UBL. STANDARD 25-2, FOR EARTiOUAKE ZONE 111. I' P -LAM PRIVACY SCREEN EPDXY PAINT ON WALLS (TYP) O l' '� o NORTH V I G I N I TY MAP SCALE: NO SCALE , , , ,, 1,- b•1,l, -b• f RESTROOM ELEVATION \� I •`. _. I. ' `'� SITE I f ., /rr / /// / /���. . S•' It, 4.. r CITY ! OF TLIKWiLA ' • • SCALE: 1/4° = 1, 0" 1. PROVIDE I -I/2" STAINLESS STEEL GRAB BAR 2. PROVIDE SINGLE ROLL TOW TISSUE HOLDER. 3. PROVIDE 24•x30" MIRROR WITH STAINLESS STEEL ANGLE FRAME. 4. INSULATE EXPOSED HOT MATER AND DRAIN PIPES IF WATIEd TEMPERATURE EXCEEDS 120 DEGREES. 5. PROVIDE ONE 12 GALLON ELECTRIC WATER HEATER MOUNT ABOVE RESTROOM CEILING. PROVIDE SEISMIC BRACING AS REQUIRED. 6• VENT WATER HEATER PRESSURE RELIEF VALVE TO EXTERIOR. 7. ALL DIMENSIONS ARE TO FINISHED FACE OF SURFACE. 8. FAUCETS TO BE LEVER ACTION TYPE. 4. WATER RESISTANT GYP. MALL BOARD TO BE USED ON ALL INT. RESTROOM MALLS. 10. PROVIDE EXHAUST FAN CAPABLE OF EXHAUSTING 1.0 C.F.M. W/ I/4" STATIC PRESSURE. 11. ALL PLUMBING WALLS AND CEILING SHALL BE SOUND INSULATED. 12. INSULATE ALL PLUMBING L5455 ABOVE SLAB. 13. RESTROOMS TO MEET ALL WA. STATE REGUATiONS FOR BARRIER -FREE ACCESS. 14. PAINT ALL RESTROOM WALLS AND CEILING WITH EPDXY PAINT. 15. FLOORING SMALL BE SHEET VINYL W/ INTEGRAL 5° COVE BASE. 16. PR OVIDE PL DIK 5 2 ). REST.ODM NOTES - -- - � WEST rC�Lt.er NlarlwA „/. �'�A%%f • L» �_.... ° . °,,4 I I _ - -- -� CITY OF K-ENT I _ SEC. 2 SEC. 35 m - EST. >s s. I _ \ _ ClT1r; �'�...4. . g Tr .421 NNI7 UNITECH 18251 CASCADE AVENUE SOUTH SOUTHCENTER SOUTH INDUSTRIAL PARK, BLDG. 343 TUKWILA, WASHINGTON REVISIONS FREI1EIT 110 L RCHITE T& INC., P& I` Evergreen One, 10940 NE 33rd Place, Suite 202, Bellevue, WA 98004 (208 827 -2100 DRAWN BY: KAD DRAWING NAME: 964'1800 DATE: 12/05/95 PROJECT NO.: 15415 SHEET AO.O OF DEC 111995 RIVERSIDE DRIVE N 78 36'10 "W 230.00' -~ ^ i N 11 23`50E 430.27 TENANT SPACE UNDER THIS PERMIT ADJACENT TENANT 3-0 --- NFW 4" CONC. AD (RELOCATE Ex1,5TINIG 10011111W z5AwCuT OVE EXI5TING, M VVA wrtti •=JL-L col4cRaT CA:11.13, CAT Z 7 r- LANDSCA1,N 5 REQUIRED) 161.6454.1111.511 N 11 2350E 147.37 rm SITE FLAN SCALE L 20'-0" P*94)097 . • EXISTING PARKING STALLS = 48 SPACES -7 ," 46(Y- f/Prb, \\A CITY L, !ILA DEC 1 1 1996 PERMIT CENTER UNITECH 18251 CASCADE AVENUE SOUTH SOUTHCENTER SOUTH fNDUSTRIAL PARK, BLDG. 343 REVISIONS Fla IHEIT 0 II0 ARCIIITECT8, INC., Pa u ui PRINT DATE DRAWN BY KAI, SHEET A2.0 DATE I zioslq b PROJECT NO. o Zif iirc x!ST...", 7, YY) E Kx .°K,emovE xi.:TINL- NALL PAe=r!r!OH,PATCH 4 • E PA EX15TIN' WALT -3A5 L% GFFI HARDWARE. FgovIDE N8'>: J -0588 To REPLACE. M 1551 NG, WALL { v! ;Tla0=TIU8 is 24' 0 C- TO GEii ING W/(I) i PE -X" &W8 ON EACH 3IDE, .v K. 04,1 RE5rKO0M SIPS, PK VQ✓% vv IN5JLATIGIJ 8ATT5 IN j JA= L i.AVOOY AND A8OV CEILING, Ii /PI L 44A L •N5 .• —N24 3 "x 1° L. c. WOOD AHD V;-°' METAL 5r'i05 e 24" 0.G TO rKUCTUR8 METAL FIZAMETo MATGNEXI5TlN6. ‘/5.16' TYPE "K" (i.W D ON EAGN 210 PROVI16 LEVER L/T I- 561 , ANV K-11 ?•541I- A'r10N 8ATT5 IN WALL. 010588, SMOKE SEALS, pnF _,E,41- Q•MOVE xXISTIN8 PARTIT: N. PATU -f, KEPAIR 4 KEFINI5I4 ExISTlNG. WA 14-5 A5 REQUIKEG. REP>tIR BASE 4- Re. ARPET KoOM• �EG�ND _____ EXISTING CoNSTKUCrION 1-0 SE KEMOVED NEW coN51'KUCTION E.XISrIN8 CONSTRUCTION i'0 R #MAIN 0 SCALE: I /8 " =1' -0" FLOOR FLAN P9 17- °MI EDGE OF 0H. p008 OPE-NING TO ALiGN WIT+ -i ED8E OF EXISTING DOOR. 5TORACCE NEW lo° x ice' LOW CLEARANCE I I 0YEK -HEAP DOOR. 1 5AWCUT 4 R8MOYE PoKri0w' 1 of EXISTING CONIC PANEL, O' -O" 88150/48 DOOR FKAME.' TO PE REMOVED. S\ON CITY OF'I Uii-.ALA DEC 1 1 Igo§ PERMIT: it-A. 1I IIilEIT C4 110 AI CIIIT1CTS, INC., P6. ❑ PRINT DATE I DRAWN BY KAP SHEET A3.0 OF U I I •C H 18251 CASCADE AVENUE SOUTH SOUTHCENTER SOUTH INDUSTRIAL PARK, BLDG. 343 REVISIONS DATE IROJECT P ROJECT NO. IF KELOC,ATE Ex 5TING k &Hr FIXTUKE3 (2TYPICAL) AND coNNECr TO ExisTIN& Room SWITCHING. REFLEC,TED C,EILINO FLAN SCALE. 1/8", l'-0" KEP'_,ALE ExbriI{; cEILIN(> WITH NEW GRID AND TI LE TJ MATCH EXISTIIJ> AU&N WITH EXI=TIW C_FILIM., AT WEST SIB: of KoL,M . Th �T c r I I LINE OF OVERHEAD DOOK LIGHT'NG LrGEND Ex15rINC4 2 x 4 FLUORE5cEi4T FIxTUKE 0 Ex's-T-1,46 RECE55ED DOWNLI&Ht Flew STKUCTLIKE-MOUNTED FLUOKESCENT FIXTuKE W /(2) 40 WATT ExP05E.D TUI3E5, (:3WATT5 TOTAL) (VERIFY FIKTUFE L-OCATIOI.I HEIGNT W /TEN/tNT PK!OK TO START OF WoKIC) MEW I x4 SURFACE MOUNTED Ft- UCKE5CElIT FIX.rLKE W/ S✓KAr AKOUND ACRYLIC LEN5E, (88 TOTAL WATTS) SWITCH EXHAUST FAN (VENT TO EXTEKIOK) ILLUMINATED EXIT SI &I'IAGE UGHTI NG GALCULAT(DNS AiLOWAS %E `r✓ATY5 FOK OFFICE _ 1.2 WATT5/FT.'- ) (136 SQUAKE FEET FI- LIORPSCENT (sUKFACE MOUNTED) = (2 FIXTUKE5)(ab WATTS_PEK FIXTUKE I63 WATTS 116 WATT 5 ALLOwAKLE WATT5 FOR 5ToKAG € /WARE140U5E _ 2,4 WA TI'S (0.5 WATTS /FT') (532'7 SQUARE FEET) FLUORE.5Cair .5TKUCfUKE MOLAWMP)= (26 FIXrURES)(e WATTS p6R FUCTIAKE) 2964 14f4rrs TOr4L- A JAP,i -E wArrs = rOrA PIZO1,05ED WATTS 2,827 WATTS 2, (040 WATTS NS N UNITECH 18251 CASCADE AVENUE SOUTH SOUTHCENTER SOUTH INDUSTRIAL PARK, BLDG. 343 . T v wie w aw AI IILI l+T A \1 REVISIONS FP1IHIIt ryy 5 HO AQCI�IITECT�S INC. P . f f LI PRINT DATE DRAWN BY KAD - SHEET A7.0 OF DATE 1u°'/gb PROJECT NO