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Permit D98-0331 - US WEST COMMUNICATIONS
D98 -0331 17095 Southcenter Pkwy. US West Communications City of Tukwila ( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 262304 -9069 17095 SOUTHCENTER ARET DEVPERM V -N 001 North: TUKWILA PY Contractor License No: WICKCI *044DK Occupancy: UBC: Fire Protection: .0 South: .0. East: .0 West: Sewer: TUKWILA Slopes: Y Streams: OCCUPANT US WEST COMMUNICATIONS 17095 SOUTHCENTER PY, TUKWILA WA 98188 OWNER MIKAMI MASAO AKIKO SHIMATSU, 4507 S 160 ST, SEATTLE WA CONTACT TOM GUDGEL Phone: 206 345 -4095 1600.7 AV ROOM #2502, SEATTLE WA 98191 CONTRACTOR WICK CONSTRUCTORS INC Phone: 206 634 -1550 PO BOX 31509, SEATTLE WA 98103 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: RENOVATION OF EXISTING RESTAURANT TO RETAIL SALES. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 38,860.00 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: $ 883.37 *****************************************)*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:` Permit No: Status: Issued: Expires: (206) 431-3670 D98 -0331 ISSUED 11/02/1998 05/01/1999 STORE 1997 SPRINKLERED .0 D ate: J / - • g 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 permi S i g n a t u r e : _ !/ _ "Id/ l Date: Print Name: __i►l _�� __C.at- a!�,l This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last if the work is not commenced within if the work is suspended or abandoned inspection. Address: 17095 SOUTHCENTER PY Suite: Tenant: Type: DEVPERM Parcel #: 2623 04 -9069 CITY OF TUKWILA Permit No: D98 -0331 Status: ISSUED Applied: 10/01/1998 Issued: 11/02/1998 A•A•A*i2•A A A•A•A A A A* A•A"A"A"A•A* A*A A*•A•A A""A * A** A• A- A• A,• k• A• A" A *•A:4 *•A•A"A A A•A•A•A•A"•A"A A A A A* A A•A*"A A -A•A•A 4 A"A:* Permit Conditions: 1 :. No changes will be made to the plans: unless approved by the Architect or Engineer and the.,.:Tuk.wA.i,a Building Division.. 2: 'Electrical permi.ts shall be :ob tai e+ ;xiihrough the Washington State Division .ofi L R eb orsan d'� M Industr ie., and:: �l.4. electrical• work wi 1 1 _ he "i.n,s ae,r.. by :, agency (248 c6GG3'0') 3. Al 1 mechan i cafl" work s ha 1:1 `be under ,.separate 0e Ft issued. by ;the City of,/,'N04 la d 0 yt1 : 4.1 i { :c ,; '; "; {i ts 4. ,A1 perm i, °inspec;tion 'records and '' approve ' d • planes ; :50al a v a i l a b l e . , i 1 1,et .tile io6't site prior o the s tart 'of. any or n' ` ., �i: struct i,on Thes e>>docum'ent ti, `are ; z t 9 be ma i nta in e ,..d aV i able until final inspection a ov 'al is grati:ted ;: '�" 5•. Any n ce.-i 1 ing grid and light f ixt.ure inS.tal . is required to ' meet,, lateral "'bracing ,re duirements for Se thi.cy, Zone , _ Par t t.ftiori`walls ata to r ;cei lin ; a gr d must. be la teral braced if over eight C81 feet in length. P r 'S Any.,4xpos'ed in'sulat'ion: ,,t,ackirig maCerial have a F�,l�rire 4 Spr Rat .,ing;° of f -25, or less, an ater,ial-.sha:l 1 °.beat, i ; fi cati o n shiow:ing the . i,p,e tot r thereof ,,: All :co nztr : uetiOn t.o' be' done .' °,in confoj'man_ e' with approve p lens and 'reclu i r er» ti nts o f the Un= fior'.m Build C o d e ( 1`997` Edit "ion) as amen , U f o,r m M i echan -ca 1 rode ( 199.7 d i E,,t4i oi') and Wash i.ngtoh State. Energy Code ('1997 E d'i t i ` ,a 9. Va l i d i 60: ''Of{ Permit . The : i ssuance o:ra A.)ermi = t, or appr� oa:l• pia`ns, specificati and computat ;ioris:, shall,. not';be: c' n- strued, to b,e a permit .for, or ani'appry o off,.j any. vi .lyxatzo, »? of any . of ''the provisions of thel bu l l.d I ng \codO) or of any' other'..`.ordinance of:;. the .jurisdic ,;: ml, t ion NO pert g ,, presumin give authority., .to v i ; olate or cance d the..'pr'vz run . :of; this' code shal l." be valid. "` j 10. There shall "be no`.:,, occupancy,, of . this " tenant space�.uht i,U—the::; final insOa` t,ion has been coinp 1eted�` by' the Tul'.wi la r.ri°l'ding Inspector,: :r pv � 1 1 . VENTILATION IS :,,REQUIRED FOR ALL. SEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFQ.RMAN,CEb "WITH THE` UNIFORM BUILDING CODE AND':T.HE ,;WASHINGTON STATE ,.,,.!JENTILATION AND INDOOR AIR QUALITY CODE 1. + 1 .HAPTER 5.1 =;:1f3. A Project Name/ Tenant: Xe: /I/& 7 _ 53C /C. /irE',E' , /' .7,E Value of Construction: (.I ,X0. OD Sit i Address: City State /Zi � o ° t5 5 ou - ri-t C YO. PARKOhj T ugm 1f I' T ax Parcel Number: 24z -10 f —7617/ - "''- Pro ert Owner: fl T)Ac P4J1( NA N�(Mw'1 Co Phone: 2 -4 , - 119 -' 1 1o) Street Address: City State /Zip: 4 I W/O Aye.. S., 5u11 - no S Tri 'e (a4- Fax #: Zvi - 24 - 9 Contractor: Phone: c Street Address: .. LS ! 1 :3, 5-7/ J7 y 7 dityWA 1, Fax #: �, / �� i 7 Architect: P bSl b N Phone: vt i 3 05_ 2 — MI/ Street Addre s: City State /Zip: � ' ; A -A PANo6 S`f. b N'J Co 1307.02' Fax #: 3o3 - 2- - o t Engineer: 11 5 �� vim lM Phone: ZI / _ 583 - $$ ° Street Address: ity 0 1� !N �l mNo M � , S •/ Ski-it Z0 ( lsE 1L& ' 1 7�6 - 903- $S Contact Person: / ����� `� Phone: ,,. .. , 4 4 .- 2 ---1_,/ .07b ...... Street Address: City State /Zip: � e — ,______Z__ . 7e21 /LEI ? -= - A d Fax #: 35''1 Description of work to be done: FeN 0 VATIt J DP �)( (ST I N 0 1 AU PANT TD pe - rpoi � C,WP4N - rot oNI, AtoIrMa (z) uJAIA,s , Existing use: El Retail Restaurant ❑ Multi- family El Warehouse ❑ Hospital ❑ Church Manufacturing ❑ Motel /Hotel ❑ Office El School /College /University El Other Proposed use: Retail CI Restaurant fl Multi- family El Warehouse El Hospital / Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ,® yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) t,PAS 11-1T S? u5 Will there be rack storage? ❑ yes 51 no Existing fire protection features: itl sprinklers ❑ automatic fire alarm ❑ none El other (specify) Building Square Feet: Z 1 existing Area of Construction: (sq. ft.) 2 1110 Will there be storage of flammable /combustible hazardous material in the building? El yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TU(WILA Permit Center 6300 Southcenter Blvd., - Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Curb cut/Access /Sidewalk Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Channelization /Striping El Fire Loop /Hydrant (main to vault) #: El Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use El Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous CTPERMIT.DOC 1/29/97 ❑ Flood Control Zone ❑ Hauling El Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: ( VJl / -? Date application expires: Ap7at n 1 1 by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER AUTHORIZD AGENT: Signature: -. Date: /0/7, rya) Fax #: Szi Ayer Print name: 64) Ax Phone: Jl Address /‘.(7/ — 75.457 t /fwx/ _57-, City /State /Zi 77 ,,. t 4 99/2. ALL COMMERCIAUMUL T► -FA Y TENANT IMPROVEMENT /ALT ATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: )=. ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN Y 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). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) '7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries • 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest'finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTI'I:RMIT. 1/29/97 * *,t *4* ***4“44 *** *:t * * *AA * * *A *A *kk*:l-•k+ * *.k *:4 **•k * *Akk *4*k CITY OF `1 UKWILA. 10 O . T(?AP1za'fi►].1. *A-AA *** * A. ** ** * A• 3 *A * * * ** * *k. ** A*; T **�. *•M** *;F **• * **** * **k *kA, ** •TRANSM]:1•. fUmber.: 89700040 Amount: E4a3 „37 1001/.9t3:: 4.2 Payment, Method: CHECK Uat;ation:..ARAI /,JACKS0N I.nit:,. °:KJP Account' Code 000/322.100 000./545.1350 000/396.904 Descr j pt i t n BUILDING NONRES PLAN CHECK 7 NONRE3 STATE I3LIILDING ,SURCHARGE - Permit No ) 370;331 Type: DEVPL"ItU4 LEVEI4P141:N1..PCl2W Parcel, Ne•a 262304 -9069 S i t e Address!: 17095 SOU't HCENTER I'Y Total Fees: Q>33n3'2 This Pavme 853.57 Tata1 .ALL PmU.5 :£i3.7`,.:, �^ Balance: atCrt' i• h** k; t***, �' Ai ttkoY •AkA***it**•kfl�k�It,14****: is*****fi7F* •k. h*:kdr Amount •5:;2r. 346.22: _ A.50'= Project: L. Vl 1 ) 5 t / ' � 1 Type of inspectio : 1✓\ Addrri:OG 5 C n T v/ J ate called: 9 r Special instructions: Date wanted: , z, )' 1 r p .m. .. v 0 a"� _ r9 Requestera _ v.\ Phone No.: c ? / „ 3 % 2 C7` lV ' !r ^ r n . -, 'rz er -:A;y: INSPECTION NO. Approved per applicable codes, COMMENTS: INSPECTION RECOR Retain a copy with per Date: • h CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818p 1 -3670 Corrections required prior to approval. ft /9 $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: P ct: Type inspec on: TiV J•(fif'�G I Date aleatrI lie l J Special instructions: Date wante d p r c Requ YL t 01/112-.00-Y3 off o) 3 0 �o. e9_ a__ INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECOR -•- Retain a copy with per &J Approved per applicable codes. 1B' = PERMIT NO. (206) 431 -3670 COMMENTS: 57C- -,/./ 7,e e'&7 771/ S �7c At 6/ 57 /244i 4, ? AI:PV d.J/GLZae _vc,, / 6 7 2:7 4.6i W ess . c - 7Z c4 /2,E , - 4 Q %a746 ;ems .:., orrections required prior to approval. [ $42 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Receipt No.: Date: Project;,, CA) F S1" Ty of b s ���C? Addr C eK �� Date called: Dat�NtQt4 rl Cr Special instru 1j Requests, , , ri.710 Phone�:0 -rFt , _ EC NO. INSP CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 Inspect } pproved per applicable codes. COMMENTS: r P 6- 61 4 s oh t', $42.11 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southc Receipt No.: Date: ■ INSPECTION RECOR 1111,,.■+, Retain a copy with per 1 Corrections required prior to approval. /'tea 04 PERMIT NO. (206) 431 -3670 Date: / .- 01 er Blvd., Suite 100. Call to schedule reinspection. Project: Type of inspectibn: , Address: Date called: Special inst ctions: i I I/ Date wanted: a.m. Requester: 1 \ _./.. hP one No.: imi INSPECTION RECORD Retain a copy with pern INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 COMMENTS: I 1 Approved per applicable codes. Corrections required prior, to approval. Inspector raire", (nil-- Date (206) 431-3670 0 $42.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje : ' . I^ _� U( 5 vV 1 6.1, wwn,r r c.2t ak S Type of i�spa"ction: ry '^ Address• S Date called: Special instructions: ' Date wanted r .. a .m I I�J � $ p.m. . Requests (1 i s try, Phone No. 310 802:2_ n Approved per applicable codes. k1 4k W Y J.. 1 x,Nc414 4,4...4: ,r?.... INSPECTION RECOR Retain a copy with per INSPEC!1ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 W� .bq -o33/ PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: le? fig-4--)-(4‘ /v/iz_ eyv i iffAimmewAeowitshm .RPZAr $42.00 •.INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project Name Address City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL 'FORM Retain current inspection schedule Needs shift inspection x Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: FINALAPP.FRM 7.7. 7.7 7.7%k sirlo,trrvi "-7,7 Permit No. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # 4- FA 5/7, / Authorized Signature Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 *. Fax (206) 57•4419 LIJ$VEST® COMMUNICATIONS ADVANCED PCS TUKWILA STORE TUKWILA SOUTH CENTER TUKWILA, WASHINGTON SPECIFICATIONS SEPTEMBER 29, 1998 RNL DESIGN F)Le G.00 6583 H. OEDERT WAS INGTON D'1sO33I RECEIVED CITY OF TUKWILA OCT 011998 PERMIT CENTER US WEST COMMUNICATIONS ADVANCED PCS TUKWILA, WASHINGTON STORE TABLE OF CONTENTS DIVISION 1 - GENERAL REQUIREMENTS Not Used DIVISION 2 - SITE WORK 02222 Selective Demolition DIVISION 3 - CONCRETE Not Used DIVISION 4 - MASONRY Not Used DIVISION 5 - METALS Not Used DIVISION 6 - WOOD AND PLASTICS 06402 Interior Architectural Woodwork DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07920 Joint Sealers DIVISION 8 - DOORS AND WINDOWS 08110 Steel Doors and Frames 08710 Door Hardware DIVISION 9 - FINISHES 09260 Gypsum Board Assemblies 09510 Acoustical Panel Ceilings 09680 Carpet 09910 Painting DIVISION 10 - SPECIALTIES Not Used DIVISION 11 - EQUIPMENT Not Used DIVISION 12 - FURNISHINGS Not Used DIVISION 13 - SPECIAL CONSTRUCTION Not Used DIVISION 14 - CONVEYING SYSTEMS Not Used 1- 8060.11 ©1998, RNL DESIGN, P.C. TOC -1 1 ' DIVISIONS 15 - MECHANICAL Refer to separate document DIVISIONS 16 - ELECTRICAL Refer to separate document DETAIL DRAWINGS H1 Display Table H2 Display Table H3 Display Table H4 Display Table TOC-2 01998, RNL, DESIGN, P.C. 1-8060.11 SECTION 02222 SELECTIVE DEMOLITION END OF SECTION PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A Unless otherwise indicated, demolished materials become Contractor's property. B. Comply with EPA regulations and disposal regulations of authorities having jurisdiction. C. Conduct demolition without disrupting Owner's occupation of the building. D. Salvage existing acoustical ceiling panels and suspension system for reuse. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.1 DEMOLITION Maintain and protect existing utilities to remain in service before proceeding with demolition, providing by -pass connections to other parts of the building. Locate, identify, shut off, disconnect, and cap off utility services to be demolished. C. Conduct demolition operations and remove debris to prevent injury to people and damage to adjacent buildings and site improvements. D. Protect building structure or interior from weather and water leakage and damage. E. Protect remaining walls, ceilings, floors, and exposed finishes. Erect and maintain dustproof partitions. Cover and protect remaining furniture, furnishings, and equipment. F. Promptly patch and repair holes and damaged surfaces of building caused by demolition. Restore exposed finishes of patched areas and extend finish restoration into remaining adjoining construction. G. Promptly remove demolished materials from Owner's property and legally dispose of them. Do not burn demolished materials. 2- 8060.11 02222 - 1 PART 1 - GENERAL 2- 8060.11 1.1 SECTION REQUIREMENTS SECTION 06402 INTERIOR ARCHITECTURAL WOODWORK A. Submit Product Data for solid surfacing materials, Shop Drawings for wood base and metal shelving, and Samples showing the full range of colors, textures, and patterns available for each type of finish. B. Quality Standard: Architectural Woodwork Institute's "Architectural Woodwork Quality Standards." C. Environmental Limitations: Do not deliver or install woodwork until wet -work is completed, and HVAC system is operating. PART 2 - PRODUCTS 2.1 MATERIALS A. Hardboard: AHA A135.4. B. Medium - Density Fiberboard: ANSI A208.2. C. Particleboard: ANSI A208.1, Grade M -2. D. Softwood Plywood: PS 1. E. Hardwood Plywood and Face Veneers: HPVA HP -1. F. High- Pressure Decorative Laminate: NEMA LD 3. G. Thermoset Decorative Overlay: Comply with ALA 1992. H. Fiberboard: N.C.F.R., Homasote Company or approved substitution. 2.2 CABINET HARDWARE AND ACCESSORY MATERIALS A. Hardware Standard: Comply with BHMA A156.9 for items indicated by reference to BHMA numbers or referenced to this standard. B. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with BHMA A156.18 for BHMA code number indicated. 1. Finish: Satin Stainless Steel: BHMA 630. C. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried to 15 percent moisture content. 2.3 INTERIOR WOODWORK A. Complete fabrication before shipping to Project site to maximum extent possible. Disassemble only as needed for shipping and installing. Where necessary for fitting at Project site, provide for scribing and trimming. 06402 - 1 1. Assemble casings in plant, unless limitations of access to place of installation require field assembly. B. Backout or groove backs of flat trim members, kerf backs of other wide, flat members, except for members with ends exposed in finished Work. C. Interior Standing and Running Trim for Transparent Finish: Premium Grade, made from hard select white maple. D. Wood Cabinets (Casework) for Transparent Finish: Premium Grade. 1. AWI Type of Cabinet Construction: Refer to Drawings. Comply with AWI Section 400, Architectural Cabinets or AWI Section 1600, Modular Cabinets. 2. Wood Species for Exposed Surfaces: Hard select white maple. 3. Grain Matching: Run and match grain vertically for drawer fronts, doors, and fixed panels. 4. Matching of Veneer Leaves: Book, balance, and center match. E. Laminate -Clad Cabinets (Plastic- Covered Casework): Custom Grade. 1. AWI Type of Cabinet Construction: Refer to Drawings. Comply with AWI Section 400, Architectural Cabinets or AWI Section 1600, Modular Cabinets. 2. Laminate Cladding: Horizontal surfaces other than tops, vertical surfaces, GP -28. F. Plastic- Laminate Countertops: Premium Grade. 1. Laminate Grade: GP -50. 2. Edge Treatment: As shown on the Drawings. G. Solid Surfacing Material Countertops: Premium Grade. 1. Fabricate tops in one piece with shop - applied backsplashes and edges. 2. Solid Surfacing Material Thickness: As shown on the Drawings. H. Flush Paneling: Slot wall display units of types shown on the Drawings. 1. Products: Subject to compliance with requirements, provide one of the following: a) Marlite. b) Approved substitution. 2.4 SHOP FINISHING OF INTERIOR ARCHITECTURAL WOODWORK A. Finishes: Same grades as items to be finished. B. Finish architectural woodwork at the fabrication shop; defer only final touch up until after installation. 1. Apply one coat of sealer or primer to concealed surfaces of woodwork. 2. Apply a vinyl wash coat to woodwork made from closed -grain wood before staining and finishing. 3. After staining, if any, apply paste wood filler to open -grain woods and wipe off excess. Tint filler to match stained wood. 2- 8060.11 06402 - 2 C. Transparent Finish: AWI Finish System TR -6, catalyzed polyurethane. PART 3 - EXECUTION 3.1 INSTALLATION A. Condition woodwork to prevailing conditions before installing. B. Install woodwork to comply with AWI Section 1700 for grade specified. C. Install woodwork level, plumb, true, and straight. Shim as required with concealed shims. Install to a tolerance of 1/8 inch in 96 inches for level and plumb. D. Scribe and cut woodwork to fit adjoining work, seal cut surfaces, and repair damaged finish at cuts. E. Install trim with minimum number of joints possible, using full- length pieces to the greatest extent possible. Stagger joints in adjacent and related members. F. Anchor countertops securely to base units. Seal space between backsplash and wall. G. Anchor paneling to supports with concealed panel -hanger clips and by blind nailing on back -up strips, splined- connection strips, and similar associated trim and framing. 3.2 CABINET HARDWARE AND ACCESSORY SCHEDULE A. Concealed (European-Type) Hinges. B. Drawer Pulls: As indicated on the Drawings. C. Catches: Magnetic touch -latch catches. D. Adjustable Shelf Standards: B04071; with shelf rests, B04081. E. Drawer Slides: Side - mounted, zinc- plated steel drawer slides with steel ball bearings, complying with BHMA A156.9, Grade 1. F. Door Locks: E07121. G. Drawer Locks: E07041. END OF SECTION 2- 8060.11 06402 3 2-8060.11 END OF SECTION C. Catches: Magnetic touch-latch catches. D. Adjustable Shelf Standards: B04071; with shelf rests, B04081. E. Drawer Slides: Side-mounted, zinc-plated steel drawer slides with steel ball bearings, complying with BHMA A 156.9, Grade 1. F. Door Locks: E07121. G. Drawer Locks: E07041. 06402 - 4 PART 3 - EXECUTION PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data and color Samples. PART 2 - PRODUCTS 2.1 JOINT SEALANTS 3.1 PREPARATION C 3.2 INSTALLATION OF JOINT SEALANTS SECTION 07920 JOINT SEALANTS B. Elastomeric Sealant: Comply with ASTM C 920. A. Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application conditions. 1. Ceramic Tile and Other Areas Indicated on Drawings: One -part, neutral - curing silicone sealant, Type S; Grade NS; Class 25; Uses T, NT, M, G, A, and O. 2. Limestone Flooring: One -part, urethane sealant, Type S; Grade P or NS (as required for. condition); Class 25; Uses T, M, G, A, and O. C. Acrylic- Emulsion Sealant: One -part, nonsag, mildew - resistant, paintable, acrylic - emulsion sealant complying with ASTM C 834. A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint sealant manufacturer's written instructions. B. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints, water, surface dirt, and frost. C. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining from above cleaning operations by vacuuming or blowing out joints with oil -free compressed air. D. Joint Priming: Prime joint substrates where recommended in writing by joint sealant manufacturer, based on preconstruction joint - sealant- substrate tests or prior experience. Apply primer to comply with joint sealant manufacturer's written instructions. Confine primers to areas of joint- sealant bond; do not allow spillage or migration onto adjoining surfaces. A. General: Comply with joint sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Sealant Installation Standard: Comply with recommendations of ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. 2- 8060.1 l 07920 - 1 r . C. Install sealant backings of type indicated to support sealants during application and at position required to produce cross - sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. Install sealants by proven techniques to comply with the following and at the same time backings are installed: E. Place sealants so they directly contact and fully wet joint substrates. F. Completely fill recesses provided for each joint configuration. G. Produce uniform, cross - sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. H. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified below to form smooth, . uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. 1. Remove excess sealants from surfaces adjacent to joint. 2. Use tooling agents that are approved in writing by sealant manufacturer and that do . not discolor sealants or adjacent surfaces. 3. Provide concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise indicated. 3.3 PROTECTION A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. B. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from the original work. 07920 - 2 END OF SECTION 2- 8060.11 _ SECTION 08110 STEEL DOORS AND FRAMES a) Amweld Building Products, Inc. b) Benchmark Commercial Doors. c) Ceco Door Products. d) Curries Co. e) Fenestra Corp. t) Mesker Door, Inc. g) Pioneer Industries. h) Republic Builders Products. PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data and door schedule. B. Comply with ANSI /SDI 100. PART 2 - PRODUCTS 2.1 MATERIALS A. Cold- Rolled Steel Sheets: ASTM A 366, commercial quality or ASTM A 620, drawing quality. 2.2 STEEL DOORS AND FRAMES A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Steel Doors and Frames: B. Steel Doors: 1 -3/4- inch -thick of materials and ANSI /SDI 100 grades and models specified below, or as indicated on Drawings or schedules: 1. Interior Doors: Grade II, heavy -duty, Model 2, seamless design, minimum 0.0478 - inch - thick, cold - rolled steel sheet faces. C. Fabricate steel frames to be rigid, neat in appearance, and free from defects, warp, or buckle. 1. For interior frames, provide units with mitered or coped and continuously welded corners, formed from 0.0478- inch - thick, cold - rolled steel for openings 48 inches or less in width and from 0.0598- inch -thick steel for openings more than 48 inches in width. D. Prepare doors and frames to receive mortised and concealed hardware according to SDI 107. E. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations relative to applying finishes. 1. Apply shop primer that complies with ANSI A224.1. 2- 8060.11 08110 - 1 08110 -2 PART 3 - EXECUTION 3.1 INSTALLATION A. Place steel frames to comply with provisions of SDI 105. B. Install steel doors accurately in frames, within clearances specified in ANSI/SDI 100. END OF SECTION 2- 8060.11 SECTION 08710 DOOR HARDWARE END OF SECTION PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submit hardware schedule. PART 2 - PRODUCTS 2.1 HARDWARE A Door Hardware: As indicated in the Schedule on the Drawings: 1. Nonremovable hinge pins for public interior exposure. 2. Cylinders with 6 -pin tumblers. Key locks to Owner's existing master -key system. Provide key control system, including cabinet. PART .3 EXECUTION 3.1 INSTALLATION A. Mount hardware in locations recommended by the Door and : Hardware . Institute, unless otherwise indicated. PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data. PART 2 - PRODUCTS 2- 8060.11 SECTION 09260 GYPSUM BOARD ASSEMBLIES B. Where STC -rated assemblies are required, provide materials and construction identical to assemblies whose STC ratings were determined according to ASTM E 90 and classified according to ASTM E 413 by a qualified independent testing agency. 2.1 METAL FRAMING AND SUPPORTS A. Steel framing components for suspended and furred ceilings complying with ASTM C 645 and ASTM C 754. 1. Wire Ties: ASTM A 641, Class 1 zinc coating, soft temper, 0.062 inch thick. 2. Hangers: Wire, ASTM A 641, Class 1 zinc coating, soft temper, 0.162 -inch diameter. 3. Carrying Channels: Cold - rolled steel, 1 -1/2 inches. 4. Furring Channels: 3 /4- inch -deep, cold- rolled channels or steel studs, 0.0179- inch - thick, in depth required. Steel rigid hat - shaped channels, 3/4 -inch -deep. 5. Hot -dip galvanized coating complying with ASTM A 653, G40 for framing for suspended ceilings within 10 feet of exterior walls. B. Steel framing for partitions complying with ASTM C 645. 1. Studs and Runners: In depth indicated and 0.0179 -inch thick, unless otherwise indicated. 2. Rigid Hat - Shaped Furring Channels: In depth indicated and 0.0179 -inch thick, unless otherwise indicated. 3. Hot -dip galvanized coating complying with ASTM A 653, G40 for framing members attached to and within 10 feet of exterior walls. 2.2 GYPSUM BOARD A. Gypsum board products in maximum lengths available to minimize end -to -end butt joints. 1. Gypsum Wallboard: ASTM C 36, in thickness indicated, with manufacturer's standard edges. Type X, sag- resistant type for ceiling surfaces. 2. Water - Resistant Gypsum Backing Board: ASTM C 630, in thickness indicated, Type X. 09260 - 1 ," PART 3 - EXECUTION 3.1 INSTALLATION C B. For curved partitions, install steel framing as follows: 2.3 ACCESSORIES A. Accessories for Interior Installation: Cornerbead, edge trim, and control joints complying with ASTM C 1047, formed from steel sheet zinc coated by hot -dip process or rolled zinc or plastic. B. Gypsum Board Joint Treatment Materials: Comply with ASTM C 475. Paper reinforcing tape and drying -type, ready- mixed, all - purpose compounds. C. Acoustical Sealant for Exposed and Concealed Joints: Nonsag, paintable, nonstaining latex sealant complying with ASTM C 834. D. Sound - Attenuation Blankets: Unfaced mineral- fiber- blanket insulation complying with ASTM C 665 for Type I. E. Miscellaneous Materials: Auxiliary materials for gypsum board construction that comply with referenced standards. A. Install steel framing to comply with ASTM C 754 and with ASTM C 840 requirements that apply to framing installation. 1. Isolate steel framing from building structure, except at floor, to prevent structural movement from transferring loading to partitions. 2. Where studs are installed directly against exterior walls, install asphalt felt strips or foam gaskets between studs and wall. 1. Cut top and bottom runners through leg and web at 2 -inch intervals for arc length. In cutting lengths of runners, allow for uncut straight lengths of not less than 12 inches at ends of arcs. 2. Bend runners to uniform curve of radius indicated and locate straight lengths so they are tangent to arcs. 3. Support outside (cut) leg of runners by clinching a 1- inch - high -by- 0.0209- inch -thick steel sheet strip to inside of cut legs using metal lock fasteners. 4. Attach runners to structural elements at floor and ceiling with fasteners located 2 inches from ends and spaced 16 inches o.c. 5. Attach runners to suspended ceilings with toggle bolts or hollow wall anchors located 2 inches from ends and spaced 16 inches o.c. in between where attached to suspended ceilings. 6. Screw runners directly to suspension grid of suspended acoustical tile ceilings where runners intersect grid. 7. Position studs vertically with open sides facing in same direction and engaging floor and ceiling runners. Begin and end each arc with a stud and space intermediate studs equally along arcs at stud spacing recommended by gypsum board manufacturer for radii indicated. Attach studs to runners with 3/8- inch -long pan head framing screws. On straight lengths at ends of arcs, place studs 6 inches o.c. with last stud left free standing. 09260 - 2 2 - 8060.11 2- 8060,11 C. Install and finish gypsum panels to comply with ASTM C 840 and GA -216. 1. Isolate the perimeter of non - load - bearing gypsum board partitions where they abut structural elements, except floors, by providing a 1/4- to 1/2 -inch -wide space between gypsum board and the structure. Trim edges with U -bead edge trim where edges of gypsum panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. 2. Where STC -rated gypsum board assemblies are required, comply with ASTM C 919 for location of edge trim and closing off sound - flanking paths around or through gypsum board assemblies. 3. Single -Layer Fastening Methods: Fasten gypsum panels to supports with screws: D. Finishing Gypsum Board Assemblies: Level 4 finish, except Level 1 finish for concealed areas, and Level.2 finish where panels form substrates for tile. END OF SECTION SECTION 09511 ACOUSTICAL PANEL CEILINGS PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data and material Samples. B. Acoustical Panel Ceilings: Comply with ASTM E 1264 for Class A materials, as determined by testing identical products per ASTM E 84. C. Salvage existing usable 24 inch by 48 inch acoustical ceiling panels for reinstallation. PART 2 - PRODUCTS 2.1 ACOUSTICAL PANELS A. Water- Felted, Mineral -Base Acoustical Panels for Acoustical Panel Ceiling: Coordinate selection with the Architect. B. Classification: Panels fitting ASTM E 1264 for Type III, mineral base with painted finish; Form 2, water felted. C. Pattern: Panels fitting ASTM E 1264 pattern designation (description) E (lightly textured). D. Color: White. E. Light Reflectance Coefficient: Not less than LR 0.80. F. Noise Reduction Coefficient: NRC 0.70 - 0.80. G. Ceiling Attenuation Class: Not less than CAC 30. H. Edge Detail: Reveal sized to fit flange of exposed suspension system members. I. Thickness: 3/4 inch. J. Size: 24 by 24 inches. K. Products: Subject to compliance with requirements, provide one of the following: 1. USG Interiors, Inc. • 2. Approved substitutions. 2.2 ACCESSORIES A. Gypsum Board: ASTM C 36, 1/2 -inch thick, 24 inch by 24 inch panels cut from large sheets of gypsum board or fabricated gypsum board acoustical panel units. B. Acoustical Insulation: Unfaced mineral -fiber blanket insulation produced by combining mineral fibers with thermosetting resins to comply with ASTM C 665 for Type I (blankets without membrane facing) or "Grid Shield" acoustical insulation by USG. 2- 8060.11 09511 -1 r, C 2.3 CEILING SUSPENSION SYSTEMS A. Direct -hung suspension system, with heavy duty structural classification according to ASTM C 635 for ceilings to receive acoustical insulation and gypsum board panels above the ceiling panels, and intermediate -duty elsewhere. B. Size attachment devices for 5 times the design load indicated in ASTM C 635, Table 1, Direct Hung, unless otherwise indicated. C. Zinc - coated carbon -steel wire hangers, braces, and ties complying with ASTM A 641, Class 1 zinc coating, soft temper. 1. Select wire diameter so its stress at 3 times the hanger design load (ASTM C 635, Table 1, Direct Hung) will be less than the yield stress of wire, but provide not less than 0.106- inch - '. diameter wire. PART 3 - EXECUTION 3.1 INSTALLATION A. Comply with the following: 1. CISCA's "Ceiling Systems Handbook." 2. CISCA' s "Recommendations for Direct -Hung Acoustical Tile and Lay -in Panel Ceilings." 3. ASTM C 636, "Standard for Ceiling Suspension System Installations." 4. U.B.C.'s "Metal Suspension Systems for Acoustical Tile and for Lay -in Panel Ceilings ": U.B.C. Standard 25 -2. 5. CISCA's Guidelines for Systems Requiring Seismic Restraint: Comply with CISCA's "Guidelines for Seismic Restraint of Direct -Hung Suspended Ceiling Assemblies -- Seismic Zones 3 &4." END OF SECTION 09511 - 2 2- 8060.11 • • PART I - GENERAL 1.1 SECTION REQUIREMENTS A. Submit Seaming Diagram, Product Data and color Samples. D. Comply with CRI 104, Section 6, "Site Conditions." PART 2- PRODUCTS 2.1 CARPET A. Provide carpet as scheduled on the Drawings. PART 3 - EXECUTION 3.1 INSTALLATION A. Comply with CRI 104, Section 8, "Direct Glue-Down." B. 2-8060.11 •"'••'• • ' ,,• SECTION 09680 CARPET END OF SECTION " • •..." , , • • B. Carpet and carpet cushions that have flame-spread and smoke-developed ratings of 25 or less and 450 or less, respectively, when tested according to ASTM E 84. C. Carpet Critical Radiant Flux Classification: Class I, not less than 0.45 w/sq, cm per ASTM .E 648. Maintain uniformity of carpet direction and lay of pile. At doorways, center seams under door in closed position unless noted to align to array. Bind or seal cut edges as recommended by carpet manufacturer. • .• 09680 - 1 - • PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data and color Samples. SECTION 09910 PAINTING B. Obtain primers, and undercoat materials for each coating system from the same manufacturer as the finish coats. C. Paint all exposed surfaces, new and existing, unless otherwise indicated. D. Do not paint prefinished items, finished metal surfaces, operating parts, labels, and materials obviously intended to be left exposed such as brick and tile. Do not paint concealed surfaces, with the following exceptions: 1. Label mechanical piping in accessible ceiling spaces. 2. Paint the back side of access panels. E. Extra Material: Deliver to Owner a 1 -gal. container, properly labeled and sealed, of each color and type of finish coat paint used on Project. PART 2 - PRODUCTS 2.1 PAINT A. Manufacturer's best - quality paint material of the various coating types specified. PART 3 - EXECUTION 3.1 INSTALLATION A. Comply with paint manufacturer's written instructions for surface preparation, environmental and substrate conditions, product mixing, and application. 3.2 INTERIOR PAINT SCHEDULE A. Gypsum Board: As follows: 1. Semigloss, Acrylic Latex Enamel: 2 coats over primer. 2. High - Performance, Water -Based Polyamide -Epoxy Coating System: Provide two coats with total dry film thickness not less than 4 mils. B. Woodwork and Hardboard: As follows: 1. Semigloss, Alkyd Enamel: 2 coats over primer. C. Natural- Finish Woodwork: As follows: 1. Waterborne, Satin Polyurethane: 2 coats clear -satin finish' over sealer, 2- 8060.11 09910 - 1 D. Ferrous Metal Doors and Frames: As follows: 09910 - 2 1. Two-Component, Water-Based Epoxy Polyamide Coating, Semi-Gloss Finish. END OF SECTION 10 -21 -47 g. $2 W ClIOOmrn3 USW EST Wireless Retail Stor R N L DESIGN 700 DENVER, COLORADO 80202 SUITE PHONE 303- 295 -1717 FAX 303-292-0845 4 1OIp C b 15PLAY TABLE J.K. CONCEPTS i�i�nro �M 10 -2i -47 33" Cc165mm3 32 3/4" Cb32mm3 -1m 0D n D r �p rn r 4" C 102mm s 11/111 . Catirrri3 1 1/4" C32mm3 *2 ve ' CUrnfri3 USNEST Wireless Retail Star R N L DESIGN DENVER, COLORADO W80202 SUITE 700 PHONE 303 -295 -1717 FAX 303 - 292 -0845 IOUs eDI SPLAY TABLE J.K. CONCEPTS Iw few aig 4.4 FP 10 -24 -47 USWEST Wireless Retail Star R N L DESIGN DENVER, COLORADO W8020 SUITE 700 2 PHONE 303 - 295 -1717 FAX 303 - 292 -0945 With IS mu 0 015PLAY TABLE J.K. CONCEPTS msa ti n 10 -21 -47 y 1 1/4" C32mm3 y 3 ,5/8" C 3/4" C 1 c1m m] 2 1/8" C54m USWEST Wireless Retail Star RN L DESIGN DENVERR,CCOLORADOW80202 SUITE 700 PHONE 303- 295 -1717 FAX 303 - 292 -0845 4" C102rnrr) 3 / B" i 1 1/4" C32rnm3 eDISPLAY TABLE CIOmm] J.K. CONCEPTS nu, US WEST SOUTH CENTER CLARIFICATION NO. 1 ADDENDUM No. REVISION 0 ou* w: JCL A B A t V s Enginered %whew 11 AM er. ,IEA TAKEN FROM E1 - 2 aicato OM 401 Second Ave. S. Sult• 201 Seattle. we. 06104 (100) 5634200 Fax (206) 5834626 SHEET No. SKE -1 /PROM ft um 10/19/98 E0 'd %56 9E88£8S FIXTURE LOCATION WASHINGTON STATE ENERGY CODE ANALYSIS TYPE EXIST REMOD. #NEW + STOREFRONT RESTROOMS STORE DISPLAY OFFICE AREA INCAN/DOWN 41 :30 0 -11 INCAN/DOWN 10 10 0 0 1NCAN/TRAC 19 26 7 +7 FL TROFFER 11 8 1 -3 X OF NEW FIXTURES: 81 74 8 -7 NET FIXTURE REDUCTION: 7 11% COMPLIANT PER WSEC 1132.3, 1995 RECEIVED CITY OF TUKWILA OCT 1 9 1998 PERMIT CENTER OS :tt 8661 -6t -100 Z0'd X96 9F88£8S OS:tt 866t -6t -100 FIXTURE LOCATION WASHINGTON STATE ENERGY CODE ANALYSIS TYPE EXIST REMOD. SINEW STOREFRONT RESTROOMS STORE DISPLAY OFFICE AREA NET FIXTURE REDUCTION: 7 % OF NEW FIXTURES: INCAN/DOWN 41 :30 0. -11 INCAN/DOWN 10 10 0 0 1NCAN/TRAC 19 26 7 +7 FL. TROFFER 11 a 1 -3 81 74 8 11111 COMPUANT PER WSEC 1132.3, 1995 RECEIVED CITY OF TUKWILA 0CT191998 PERMIT CENTER MU: US WEST SOUTH CENTER CLARIFICATION NO. 1 Oiuw ev; JCL oC9aNEO It LA 04E01E0 e r APPROVEO en OATS: 10/19/98 ABACUS Englnaared System. 4 01 Second Ave. S. Sults 201 Seattle. We. 90104 (200) 513.0200 Fa (201) 55.4126 ADDENDUM No. REVISION 1_ TAKEN FROM E1 -2 SHEET No. SKE -1 . . •._•...... 111.4-.cp.1.„..., ......... no / I • e ■•■ . • , RECEIVED erTY OF TUKWILA o C T 19 1998 PERMIT CENTER City of Tukwila 6300 Southcenter Boulevard Suite #100 Tukwila, Washington 98188 Subject: Response to Correction Letter #1 Item #1/Plan Reviewer, Ken Nelson: "Identify how the exposed ceiling framing cavities will be insulated in compliance to Washington State Energy Code Section 1132.1." Section 1132.1.4 exception for Existing roof/ceiling, wall or floor cavities exposed during construction provided that these cavities are insulated to full depth with insulation having a minimum nominal value of R -3.0 per inch installed per Sections 1311 and 1313. This is the existing condition of our work for this permit, so we comply with the Washinton State Energy Code. Item #2/Plan Reviewer, Ken Nelson: "Provide a plan verifiable lighting allowance in compliance with W.S.E.C. Section 1132.3.'.1;, Secton 1132.3 "Where less than 60% of the fixtures are new, the installed lighting wattage shall be maintained or reduced. The project is using 9 less fixtures and less total wattage. See the attachment. Item #3/Plan Reviewer, Michael Jenkins: Off - street parking requirements, provide 2 bicycle parking spaces per TMC 18.56. We will provide 2 bicycle space rack next to the store on the south side with a directional sign to guide bikers to rack. .74 DATE: PROJECT NAME: APPLICATION NO: PLAN REVIEWER: No further comments at this time. BUILDING DIVISION REVIEW Oct. 12, 1998 US West tenant improvement permit application D98 -0331 Ken Nelsen, Plans Examiner (206) 431 -3670 Please provide additional information and/or correction on revised plans for the following comments. 1. Identify how the exposed ceiling framing cavities will be insulated in compliance to Washington State Energy Code Section 1132.1. 2. Provide a plan verifiable lighting allowance in compliance with W.S.E.C. Section 1132.3. October 13, 1998 Tom Cudgel 1600 - 7th Avenue, Room 2502 Seattle, WA 98191 Dear Mr. Cudgel: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0331 US West Communications 17095 Southcenter Py 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 Planning Division. At this time the Fire Department and Public Works Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not he 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- 3671. Sincerely, Brenda Holt Permit Technician Enclosures File: D98 -0331 C City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 City of Tukwila Department of Community Development PLANNING DIVISION COMMENTS Date: October 9, 1998 File: D98-0331 Applicant: US West Communications Address: 17095 Southcenter Parkway John W. Rants, Mayor Steve Lancaster, Director If you have any questions about the required revisions listed below, please contact Michael Jenkins at (206) 431-3685 1. Compliance with the City's Off-street parking requirements is required when a change of use occurs. A minimum of 2 bicycle parking spaces are required under TMC 18.56. Please revise your plans accordingly. A copy of the requirement is attached. . . . 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431•3670 • Fax (200) 431-3665 DEPARTMENTS: TUES /THURS ROUTING: \PR.ROUTE.DOC 6/98 C PLAN R� / �ROU TI SLIP DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete Comments: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions ❑ PROJECT NAME: Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # 1 Revision # After Permit Is Issued Building Division g Fire Prevention ® Plan ni Division ID-y1-12 Awe_ LD-B- ) Id le - & Public orks Structural ❑ Permit Coordinator it Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) DUE DATE: 10 -20 -98 Not Applicable ❑ Please Route ❑ No further Review Required REVIEWERS INITIALS: DATE: DUE DATE: 11 -17 -98 Approved ❑ Approved with Conditions _ Not Approved (attach comments) REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: DEPARTMENTS: rig Division IIilc Wo rlI lo ��� �l�k10`toG \PK.ROUTE,DOC 6/98 13 REVI W PLAN /ROUtil SLIP ACTIVITY NUMBER: D98 -0331 DATE: 10 -1 -98 PROJECT NAME us WEST COMMUNICATIONS XX Original. Plan Submittal Response to Incomplete Letter Response to,Correction Letter # Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete E Incomplete Comments: TUES /THURS ROUTING: Please Route 1 'Fire Irl vention c lay u S ructurat Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) PI n n�ing Division Permit Coordinator 11 DUE DATE: 10 -6 -98 Not Applicable No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 11 -3 -98 Approved E Approved with Conditions Not Approved (attach comments) REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved Approved with Conditions El Not Approved (attach comments) REVIEWERS INITIALS: DATE: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: /% $ /ff PLAN CHECK/PERMIT NUMBER: — 0 3 l PROJECT NAME: //S 1(M 5T c;dlua /c ,4T /S PROJECT ADDRESS: /7‘ ,S6r7/GSAfteX / CONTACT PERSON: 4 AP / PHONE: In 4. L2Q REVISION SUMMARY: 6 /S7 7 A4 lam / /�/ /i(/SeliA7a5A) �- ;a/Wi /fir T/, t f /X77 /A S ire 5 • O/,1f6 j` 517-7 77j T/, 7 AC G636 7 �v ,, V /vim Esc _ %4 B /,e /4c SHEET NUMBER(S) A / / "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Bldg. RECEIVED CITY of TUKWILA OCT 1 9 1999 PERMIT CENTER CITY USE ONLY 3/19/96 Fire Department Review Control #D98 -0331 (512) Dear Sir: ( City of Tukwila Fire Department October 8, 1998 Re: U.S. West Communications - 17095 Southcenter Parkway John W. Rants, Mayor Thomas P. Keefe, Fire Chief 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. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 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, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 57$4439 City of Tukwila Fire Department Page number 2 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) John W. Rants, Mayor Thomas P. Keefe, Fire Chief 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 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. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Page number Yours truly, co: TFD file ncd City of Tukwila John W Rants, Mayor Fire Department Thomas P. xeefe, Fire Chief The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 .;• Fax (206) 5754439 Wl�n lUE1 ) ULru SEP -30 -1998 18 :04 206 634 1565 i : )) I t s y�. i A 1 F6:5452.000 (S/97 ) , RE CONST CO REGIST. # EX P. CC0.", WICKCI *044DK 08/24/199 EFFECTIVE .• DATE •'03/12/1996 WICK CONSTRUCTORS INC PO BOX 31509 SEATTLE WA 98103 DEPARTMENT OF LABOR AND IND .)TRIES ISTERED AS PROVIDED BY LAW AS GENERAL Detach Arid Display CartiCeate -- DATE NO.891 Di 1 s 111.yNEST° COMMUNICATIONS RNL DESIGN. RNL DESIGN ARCHITECTS 1515 ARAPAHOE STREET TOWER 3, SUITE 700 DENVER, COLORADO 80202 (303) -.95 -1717 FAX NUMBER: (303) - 292 -0845 ABACUS Engineered Systems 401 Second Ave. So. Suite 201 Seattle, Washington 98104 (206)583 -0200 Fox(206)583 -8826 0 0 0 0 0 0>00 0 00 0 0 11 I 00 .® a o V— —ao VICINITY MAP NOT TO SCALE ® P 11. PI4E 1to[s 117 bYM6s,• ® „ SHIM I a Iiu.iii,iF. ll,Huirl 7 J11111iiIiiuiiR III CaNNISAinal MIA 01111b111H11lbiff 8, (1I III lllllllli111111111I1IIIJl11(� sAA•riMIPIPeaHAy L :11. 4 a -p BUILDING ADDRESS 17095 SOUTH CENTER PARKWAY TUKWILA, WA 98188 DATE ISSUED SEPTEMBER 29, 1998 3d 0��,i�03tl DRAWING INDEX FOR SOUTH ,CENTER ARCHITECTURAL G0 -0 COVER SHEET GO -1 GENERAL INFO., LEGENDS, ABBREVIATIONS DOOR AND PARTITION TYPES, AND HARDWARD SCHEDULE Al —1 DEMOLITION PLAN AND FLOOR/ FINISH PLAN Al -2 FURNITURE/ EQUIPMENT PLAN AND REFLECTED CEILING PLAN Al -3 DETAILS AND ELEVATIONS MECHANICAL M1 -1 MECHANICAL DEMOLITION AND NEW FLOOR PLAN ELECTRICAL E1 —P GENERAL NOTES, LEGENDS, ABBREVIATIONS E1 -1 DEMOLITION AND POWER PLAN E1 -2 LIGHTING DEMOLITION AND FLOOR PLAN E1 -3 ONE —LINE, DETAILS, PANEL SCHEDULES BUILDING CODE INFORMATION (1997 UBC) OCCUPANCY M CONSTRUCTION TYPE WOOD FRAME, V —N (NON — RATED), FULLY SPRINKLED TENANT SQUARE FOOTAGE 1943 SQUARE FEET TENANT OCCUPANCY LOAD 65 BUILDING HEIGHT 1 STORY Descdpllon: That portion of the Northeast 14 of the Southwest 14 of Section 26, Township 23 North, Range 4 Est, W.M., described ate follows: Beginning at the Southwest comer pf said Northeast 14 of the Southwest by thence South 87 °5353" East, along the Southerly fine of said section, a distance of 671.98 feet to the Westerly in of Southcentor Parkway: thence North 01.05'23' Fast along said Westerly line, a distance of 155.01 Not to the true point o1 beginning: thence, continuing along egad Westerly line, North 01 °0523' Ewa di ce of 608.98 feel: thence North 07 Weet a distance 0121222 flat to the Easterly bile 9f Pr181919 z State Highway No:1 (S R 5). thence South 01•1r7 West along said Easterly lino, a distance of 77.67 feat , thence South 89°51'11' Weal a distance of 37.81 feet: thence Southerly 10 a point Which Is Nord 87 55'53' West s dlalan0e 91280.04 feet from ,✓ the true point M beginning thence South 87 °55'53' East 0 distance of n0.04 feet to the true point of beginning:. Situate In the County of King, State of Waahington, FILE COPY I ,ndeiderstand that the Plan Check approvoic orro ublect to errors and omissions ertd approval ; W n. dm, not authorise the v,oraaun of an, •- 0,9101 cede o ordinance Hece.pt of con I s copy of approved plans acknowledged 033( C I'Lff U , M 1 ctTie t7 ,... BUILDING OI>•t" RECEIVED cRy D F TUHWILA 1998 PERMIT CENTER _'A PHIL H. OOEDERT STATED WA'•HINGTON • 0' EXISTING STRUCTURE -- hp EXISTING CEIUNG HEIGHT 4 E4. 10' -11" AFT PAINTED P4 W/ GRAPHIC LETTERS � TOP OF SLOT WALL El 8' -0" AFT (MATCH WINDOW HEIGHT) 3" 0.C. HORIZONTAL----.. SLOT WALL (WHERE OCCURS) 5/8" GYP BD. 3 -5/8" 20 GAUGE — METAL STUDS BRACE BACK TO WALL 4' -0" 0.C. 12" PAINTED MDF BASE $OARD WALL SECTION TYPICAL WALL SECTION W/ SLOT WALL VARIFS NOTE: REFER TO A1-2 FOR LOCATION 1' -0" RATING UL NUMBER N DIM. PARTITION YPES D'18-03i NOT USED CEILING AS SCHEDULED AC SEALANT BOTH SIDES MTL. STUD TRACK. MTL. STUD SIZE PER SCHEDULE BELOW GYP. BD.- 5/8" THICK TYPE '0' BOTH SIDES UNLESS NOTED OTHERWISE. BASE AS SCHEDULED AC SEALANT AT EA. LAYER GYP. 8D. PER DESCRIPTION BELOW FLR. FIN. AS SCHEDULED UNE OF RAISED FLOOR OR BUILDING FLOOR. RE: FLOOR PLAN. DESCRIPTION 0 1 '.;8 HE8 ELM 3 -6/8 MTL STUDS WITH I LAYER 5/8 GYP. 80. ON EACH SIDE. 4 -7/8' UNLESS NOTED OTHERWISE. EXTEND TO CEILING (0 SLOT WALL U)E 20 GA STUDS, BRACE BACK MISIN W -O' .C. NOTES 1/4' = 1' -0 I/4 = 1' -0" 3" = l' -0" NOTES: N/A DOOR TYPE I HOLLOW METAL, PAINTED DOOR ELEVATIONS Tom sTE Was HOLLOW METAL PLANTED FRAME ELEVATIONS FRAME PROFILES HARDWARE SET 1 EACH DOOR TO HAVE: 3 EA. BUTTS (MC) TA2714 4.5 X 4.5 NRP 1 EA. COMBINATION LOCK W/ LEVER (SP) L1021B 1 EA. CYUNDER (BE) 1C7 (FOR ABOVE) 1 EA. CLOSER (LC) 1521 X SNB 3 EA. SILENCERS (HA) 3075 1 EA. WALL OR FLOOR STOP (HA) (RE: A1-1 FAGNOTE 10 FOR KICK -PLATE LOCATIONS) 1. CLOSURES TO BE VISIBLE FROM INTERIOR OF ROOM, NOT RETAIL SALES AREA. 2.ALL FINISHES TO BE SATIN CHROME, UNLESS NOTED OTHERWISE. HARDWARE SCHED. IMP LEGEND: HA -HAGER BE -BEST IMC - McKINNEY (SP)- SIMPLEX (LC) -LCN U S PEST COMMUNICATIONS RNL NM 808881 IDLES 1 1 1 1 2 1 1 3 1 14 I ALL AT UNDERSIDE PARTITIONS E OF CEILING UNLESS RA NOTED OTHERWISE. OTETy TED OTHE RWISE. IN USE LIEU TOFUSTANDD RESISTANT GYP._ D D. WHERE. T HIGHWMO NS ADJUSTABLE AND CO MPD A IANT NOMENCLATURE LEGEND PRIMARY WAI1 g CO / NST 'RUCTION AA - S WITH ACOUSTIC TREATMEN - X - F (HA , RESIL, OR Z) - C -H STUD SHAFT U - UNUSUAL CONDITIONS IDENTIFYING DESCRIPTION - AS NOTED PLALRTITION 7IOHFIG HT OF CEILING UNLESS OTHERWISE DE BLANK 600S ABOVE CEIILING F CEILING U - UNUSUAL CONDITION AS NOTED PRIMARY WALL CONSTRUCTION I ( IDENTIFYING DESCRIPTION PARTITION HEIGHT DOOR RATING LEGEND N - NON RATED A -3HR B - 1 1/2 HR C - 3/4 HR D - 20 MIN SMOKE DOOR SYMBOL LEGEND 2H5E HARDWARE SET • ABBREVIATIONS Y.I.F. VERIFY IN FIELD N.I.C. NOT IN CONTRACT A.F.F. ABOVE FINISH FLOOR O.C. ON CENTER GA GAUGE A.H.U. AIR HANDLING UNIT F.C.U. FAN COIL UNITS' COND. W. CONDENSING WATER �T• Pn•a• DOOR TYPE RATING •O ' TW /ST ww 9/29/98 <NrM DH /KW NOM MAU BUSINESS RESOURCES WM MAP PONS m MAN • RUNG are. P OF TUK cm of TuXwllA OCT. T 1 1998 PERMIT CENTER 17098 SOUTH CENTER Atemoom U S WEST ADVANCED PCS GENERAL INFO., LEGENDS,DOOR & PARTITION TYw9 88181 41 Mt 2- OQRQ.11 •mrGO -1F ,1 C DEMOLITION PLAN Scale: 1/4 =1 (PLYWOOD) 7 -1/2' I 11 REM0 /0 RAISED FLOOR AND STAIRS REMOVE RAISED FLOOR AND STAIRS (PLYWOOD) 3 -1/2" L � - —{ — — — — -- P C C C C C C ELEC__— P4NE_5 WATER O LINE 60 070 COUNTER 30' H I 17 I D (,)3 STOR./ OFFICE FLOOR /FIN'.ISN PLAN Scale: 0 I' 2' GRAPHIC SCALE 12' 16' 1/4' 1' -0` 20' O STORAGE /OFFICE. TALE /DATA/SECURITY FLOORS . . EXIST.TO REMAIN WALLS . . . 1 EXIST.TILE TO REMAIN BASE . . . EXIST. TO REMAIN - 00 NEW BASE ® TOILET ROOL'1 FLOORS ...EXIST. CERAMIC TILE WALLS . . P2 BASE . . EXIST. 1 PL -I 1 100 -21 IPL -31 ROOM FINISH SCHEDULE RE TAIL SPACE_ POINT OF BALES. ENTRY FLOORS... CPTI WALLS . P2 (SEE ELEVATIONS ON AI -3 FOR ACCENT PAINTS) BASE . B2 COUNTER . PL -I ROOM FINISH SCHEDULE LEGEND CARPET. - LEES 18' X 15' CARPET TILE STYLE: GULFSTREAM T PATTERN DY902 COLOR: 411 AMULET GREEN 12" MDF BOARD - PAINT P5 PLASTIC LAMINATE SCHEDULE LEGEND FORMICA - QUANTUM SKY 07169 -21 NOT USED FORMICA - QUANTUM SAND 07166- 91 PAINT SPEC. LEGEND 13 SHERWIN WILLIAMS 5W 1151 DOR10 WHITE LATEX EGGSHELL ® S■ERWIN WILLIAMS SW 1151 DORIC WHITE EPDXY PAINT ® SHERWIN WILLIAMS SW 1217 BLUE BLAZER, LATEX EGGSHELL ® BENJAMIN MOORE HC -113, LATEX EGGSHELL ® ICI 0421 ONIONSKIN TAN 00YY 37/221. LATEX EGGSHELL SLOT WALL SIZE LEGEND NOTE: GROOVED 3' O.C., 2" GAP BETWEEN EACH PIECE O EQ. PIECES O 4' -0" WIDE FILLER PIECE, VARIOUS SIZES MARLITE DISPLAINALL 2000 SERIES SLOT WALL. 2310 SIERRA MAPLE. SEE ELEVATION SHEET A1-7 FOR EXACT SIZE REQUIREMENTS. A® NORTH 5 WEST COMMUNICATI RNL 1 1 1 12 1 1 4 1 9 1 I 10 I 12 I 17 1 1 15 I 19. PAINT PI THROUGHOUT STORE EXCEPT WHERE NOTED OTHERWISE. 20. ALL DOORS AND DOOR FRAMES PAINTED P2 UNLESS NOTED OTHERWISE. PROVIDE ALL APPROPRIATE TRANSITION STRIPS WHERE 2 DIFFERENT FLOOR FINISHES MEET. RE: SPEC. 22. NOT USED. 23. PAINT ALL MDF BASE IN FRONT RETAIL SPACE P5. RE: PAINT SPEC. 24. PAINT ALL EXISTING CEILING GRID AND NEW TILE IN FRONT RETAIL SPACE P3. RE: PAINT SPEC. NEW 125,12 "x CEILING HEIGHT GYP. BD. COLUMN. PAINT 02. 'PROVIDE 12" H. MOP BASE, PAINTED P5. NEW PARTIAL HEIGHT WALL CONSTRUCTION. 127 ] NEW PLASTIC LAMINATE COUNTERTOP AT 30" A.F.F. (PL -I). 28 1 ADD HASP WITH PAD LOCK 21 1 I 25 I 1 26 1 1 2 EXIST. COUNTER TO REMAIN. FIX DRAWERS /HARDWARE 50 THEY SLIDE OPEN. INSTALL 5101-4 30" D PLASTIC LAMI- NATE COUNTER OVER EXIST. COUNTER. PLASTIC LAM. TO BE FORMICA PORCELAIN 094001X MATTE FINISH 07019 -55. INSTALL. CARPET OVER TILE AT WINDOW SILL. F 2" BLACK GROMMET 32. RE: 7 /90 -I FOR TYPICAL WALL WITH SLOT WALL. NO GYP. BD. REQUIRED TI-115 5IDE OF WALL ON STORAGE 104 SIDE. GYP. BD. REQUIRED 30 1 1 33 1 1 34 C£1ERAL NOTES FIRE RETARDANT TREATED 4'x4' PLYWOOD BACKBOARD TO BE USED IN DATA CLOSET CENTERED ON BACK WALL BETWEEN HOT WATER HEATER AND WALL. BOY. • 24' 4.F.F.. PAINT TO MATCH WALL. NEW 3'47' HOLLOW METAL DOOR AND FRAME. PAINT TO MATCH ADJACENT WALL. 3. ALL 049717ION5 SHALL BE 5/5' TYPE 'X' GYP. BD., U.N.O. WALL MOUNTED FIRE EXTINGUISHER. PROVIDED BT U 5 WEST, INSTALLED BY GENERAL CONTRACTOR. 5. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN WALLS A5 REQUIRED FOR MOUNTING OF MILLWORK AND SLOTWALL. 6. PATCH ANY DAMAGED EXISTING FINISHES TO MATCH NEW 7, VERIFY ALL DIMENSIONS. CONTACT ARCHITECT !F ANY DISCREPANCIES ARISE 5 REMOVE EXIST. WOOD, VINYL WALLCOVERING AND WALL TILE ON WALLS IN RETAIL SPACE, POINT OF SALES, AND ENTRY. PREPARE WALL FOR PAINT. SKIM COAT WALL OR INSTALL 400171ONAL LATER GYP. BD. AS REQUIRED. PROVIDE SIGN ON DOOR WHICH READS "THIS DOOR TO REMAIN UNLOCKED DURING BUSINES POURS" AND CONFORMS TO THE REQUIREMENTS SET FORTH IN THE 1994 UBC SECTION 1004 ADD 12 "x34', .050 THICKNESS STEEL KICK PLATE TO PUSH SIDE OF DOOR 11. REMOVE OAK TRIM AROUND WINDOWS IN RETAIL SPACE AND REPLACE WITH MAPLE. INSTALL PEEP HOLE 0 62" A.F.F 13. ALL PATITIONS SHALL BE PARTITION TYPE 51 UNLESS NOTED OTHERWISE 14. ALL DOORS, FRAMES, HARDWARE ARE EXIST. TO REMAIN UNLESS NOTED OTHERWISE. 15. REMOVE ALL FLOOR TILE IN ENTRY, RETAIL SPACE AND POINT OF SALES. PREPARE FLOOR FOR CARPET. FL009970NE AS REQUIRED TO LEVEL FLOOR. 16. REPAIR CEILING GRID AS REQUIRED. EXISTING FLOORING TO REMAIN. INSTALL UNICAN LOCK WITH LEVER. ■ EXISTING COLUMNS L'"-s /,C, = - NEW CONSTRUCTION • EXISTING WALL TO REMAIN - - - - EXISTING WALL TO BE REMOVED FALSE COLUMNS nun NOT IN SCOPE LIArv1 REAL ES U 5 19057 ADVANCED PC5 DEMOLITION PLAN 6 FLOOR/FINISH PLAN A1fr HO. •"•■ ^* 7I•/57 D I M 9/24/98 'DH /KW Pif8- o.`J GROUND SOUTH CENTER •TM.9''°° SOUTH CENTER PARKIN. , OTATS TUKWILA, x4A 95155 RECEIVED CITYOF TUKWILA 1998 PERMITCENTER 2 Al -1 11 is FURNITURE /EQUIPMENT PLAN Scale: I /4' =1' -0 7 ns 1 ED ELEC PANELS 1 141 SLOP 19 COOLER S' FLOOR r - � 1 PCI PCI t;"7 o3 ■■■1111••11■■ T A f�■ 0 ■■■11■'■� ■ ° Eam■ 111.11 ■ ■U■■1 ■ ■■. ■ 0sin' °' ° ®■ e ■ ./ an". !�V, ■ ■ � ■ •e■• ■■■i ■ ■■■NN ■■' -� ■■IIII■■ ■■i■i , ■ •••• 1110■ -1111 111•• • ‚ • EMI ■,■ BEM MUM • ..... NIEMEN MINE MEE NORTH U// 0 '11 IN MEM 1111 MU mum -pm ••• ••• O 01 ••• • 0. rani ■ • • • • O 0 O • 0 • • 0 I 51 X O 0 O O O REFLECTED CEILING PLAN Scale: 1/4 =1' -0 0 1' 2' 4' 8' 12' GRAPHIC scut 16' 20' 1/4 - r -o' NORTH [....._ 5 WEST CaMxUHICATIONE AP.ITSGIV= .. 'terry GOEDERT TATE OF W SHIN TON (F1t#k Ig1ES CONTRACTOR TO PRICE BUILDING STORAGE UNITS IV DEEP X 4 SHELVES HIGH. 5 UNITS. CONTRACTOR TO PRICE BUILDING STORAGE UNITS IS' DEEP X 4 SHELVES NIGH. S UNITS. E. ALL CHAIRS, MICROWAVE, REFRIG., SO'x5O' 1 EO'x72' TABLES AND DESKS, AND ROUND TABLE TO BE PURCHASED AND INSTALLED BY U6 WEST REAL ESTATE. 4. COFFEE MAKER PROVIDED BY US WEST ADVANCED PC8. 5. PRINTERS, FAX, COPIER, AND PC'S TO 158 PROVIDED AND INSTALLED BY US WEST ADVANCED PCB. MILLWORK ITEM RE: SPECBOOK. 1 2 I 1 5 I 7. ALL. EXISTING CEILINGS TO REMAIN UNLESS NOTED OTHERWISE. F INSTALL 24 ACOUSTICAL CEILING TILE IN RETAIL SPACE, POINT OF SALES AND ENTRY. ENSURE TOILETS HAVE CEILING TILE. REPLACE ANY MISSING AND/OR DAMAGED 2s4 TILLS. ADJUSTABLE SHELVES, RE, 1/41 - 9 CASH DRAWER CENTERED 12. PROVIDE SEISMIC UPGRADE, BRACING II ANGLES FOR CEILING GRID EXISTING REFRIGERATION UNIT. KM MECH. EMCO COAT NOOK 19K SERIES, 5 HOOKS LIGHT OAK 1 9 1 1 10 1 II 1 I 19 1 14 1 CEILING LEGEND EXIST. 'CONSTRUCTION NEW CONSTRUCTION , ammomarr 1 2x2 ACOUSTICAL CEILING TILE 2x4 ACOUSTICAL. CEILING TILE RE: MECH. AND ELEC. FOR FIXTURE LEGENDS 7 4 1 1F/ArWenl: WOW 2bTA rrr nu n TW /ST COL 0111,. ECEIVED CRV R OF TUKWIIA OCT 9 1 1998 PERM! CENTER 10.10 imam' ° """'SOUTH CENTGR" * 4 5 SOUTH CWTal 5 6*54 , nA" TUKWILA, WA MN U 5 WEST ADVANCED PC5 FURN. /EQUIP. PLAN { REFLECTED CLO. PLAN C11111.V7 rr 1«x11 a 2 -001.0,11 AI.3 3 1 P.O.S. CABINET SECTION vr 1 1/2• i" -0" P.O.S. DESK STATION 1 1/2" = 1 STOR /OFFICE ROOM 105 WHITE MELw:HE INTERIOR WITH ROM AT EXPOSED EDGES, Tr. WE (P5) 2 -2" 1' -10" r -1 1 I to I 3 5/8" MIL. SANDS 0 I8" O ■ .C. ONE LAYER OF 85, 0 BD. ON I /Z" PARE RETARDANT TREATED PLYWOOD 004 PL -3 ON 6015004. CASH DRAWER (B1 0196X5) 3/4" PARlid1 BONG SHELF MO SIDE SUPPORT 1. W/ 11.IAM ON ALL EXPOSED SURFACES. FAME OPEN BACK. NOF BOARD - PAINT P -5 3/4" PLYWOOD GUSSET COUNTERTOP SUPPORT WITH PAM ON ALL Ez10565 504118565. CONTINUE YID SUPPORT TO FLOOR. 3/4" WHITE MELAMINE SHELVES W/ Imm PVC FRONT EDGE. KV #85 AND #185 STANDARDS AND BRACKETS. INSTALL W/ FIRE 468000NT TREATED BLCCKNG IN WALL. ANCHOR IN ACCORDANCE WITH UBC SEISMIC REQUIREMENTS. U S VEST COIONY4ICATIONS PHILIP H. GOEDE4T STATE OF WASHINGTON WERE ,DIES 1. DRAWER PULLS TO BE 5" ADA COMPATABLE STAINLESS PULL. SUBMIT CUT SHEET TO ARCHITECT FOR APPROVAL. ar 2- 806Qd# arm U S WEST ADVANCED PCS DETAILS AND ELEVATIONS RECEIVEC CITY OF TUKWILA OCT0 ( 1998 PERMIT CENTER 0 " 4 ".M 0 SOUTH CENTER''ew"" 504214 508160 1001/4901 on, n•R TLIKWILA, WA %OIN