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Home My WebLink AboutPermit D96-0109 - MODERN WOMAN - ADA RESTROOMCERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD. SUITE 100 TUKWILA, WASHINGTON 98188 THIS CERTIFICATE ISSUED PURSUANT TO THE REQUIREMENTS OF SECTION 307 OF THE UNIFORM BUILDING CODE - CERTIFYING THAT AT THE TIME OF ISSUANCE THIS STRUCTURE WAS IN COMPLIANCE WITH THE VARIOUS ORDINANCES OF THE CITY .REGULATING BUILDING CONSTRUCTION OR USE AND ALL APPLICABLE CITY FIRE CODES: FOR THE FOLLOWING: Occupant : MODERN WOMAN Building Address 363 STRANDER-By Parcel iti';462304-9064, fOWner:'SPIEKER PROPERTIES LP Occupancy.: STORE. Occuparscv Group: Permit No: D16-0109 Suite No: Occupant Load: 164 Type of Const: V-N C0i4ST CTJEW)WALLS, FINISHES, CEILING ; LIGHTING,: AND - DICAP TOILET ROOM. *BUILDIN OFFICIAL DATE -- THIS CERTIFICATE MUST BE CONSPICUOUSLY - , POSTED OW:THE PREMISES City of Tukwila ( _ (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: 262304 -9064 363 STRANDER BL ARET DEVPERM V -N 001 North: N/A W .0 South: .0 Sewer: N/A Slopes: N Contractor License No: BUILDNI063R9 Permit No: Status: Issued: Expires: D96 -0109 ISSUED 01/22/1997 07/21/1997 Occupancy: STORE UBC: 1994 Fire Protection: SPRINKLERS East: .0 West: .0 Streams: OCCUPANT MODERN WOMAN 363 STRANDER BL, TUKWILA, WA 98188 OWNER SPIEKER PROPERTIES LP 915 118TH AVE SE, BELLEVUE WA CONTACT RON WOLFF Phone: 206 334 -8225 2313 120TH AVENUE N.E., LAKE STEVENS, WA 98258 CONTRACTOR BUILDING NORTHWEST INC. Phone: 206 334 -8225 2313 120TH AVENUE NE, LAKE STEVENS, WA 98258 ***************************************************** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT NEW WALLS, FINISHES, CEILING, LIGHTING, AND HANDICAP TOILET ROOM. ***************************************************** * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 100,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No: Size(in): .00 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Cut: Fill: Landscape Irrigation: Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Water Main Extension: Private: Public: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,468.46 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature1.> aDi !�!��(�1 Date:, I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature: /; Date: 1____. =,1 Print Name:_a. L __juial C L 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: 363 'STRANGER BL Suite: Tenant: Type: DEVPERM rl ` 'r+ e 1 #: 262304 -9064 kk• kbkkAk***•k*•irk•kkk•k•k•k•k** **** k** Mk• k• k• k*** k***** k** kk*• k: i*-kkkk-k'kk•k•kkkk*k•k•k*•kkk Permit Conditions: 1. A SIGN PERMIT IS REQUIRED FOR ALL SIGNAGE, INCLUDING WINDOW SIGNAGE. 2. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. 3. Plumbing permits shall be obtained :through the Seattle -King County Department of Public Health., P lumbing will be inspected by that agency, includi'n'g all gas piping (296-4722). 4. Electrical permits shall be obtained through the Washington State Di vision, of Labor and Industries and all electrical work will be inspected by that agency (248 - 6630). 5. All mechanical work shall.: be under separate permit issued by the City of Tukwila. 6. All permits, inspection records, and approved plans shall b;e . available at the job site prior to the start of any con- struction- These documents are to be maintained and avail able :until` final inspection approval: is granted. 7. Any new ceiling grid and light: fixture installation is, required to meet lateral bracing requirements for Seismic Zone 3. 8. Partition wails attached to`ceiling grid must be laterally braced if over eight (8) feet in length. 9. All construction to be done in` conformance with approved plans`, and:`: requirements of the Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition)', and Washington State Energy Code (1994 Edition). 10. There shall be no occupancy of the'building(s) until the final inspection has been completed by the Tukwila Buildi :rig Inspector. 11. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. 12. Validity of Perrnit The issuance of a permit or approval of plans, specifications, and computations shall not be con - strued to be•`a'permit tor, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of:,theiurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. Permit No: Status: Applied: Issued: D96 -0109 ISSUED 12/24/1996 01/22/1997 CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application 3(03 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: Mr cR-r..\ worn I Existing use: M Retail Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ MoteVHotel ❑ Office ❑ School /College /University ❑ Other Value of Construction: V 1001 C.00 Site Address: City State/Zip: -"-3,,- 45 5"t(z- A.n.a:::)E? -. 1:3Lvtom, vV )tLA. LOA. °l Bt BB Tax Parcel Number: 14.02304 - 9064- cD Property Owner: set .K -E.g._ P-ce e e. 4l E 5 Existing fire protection features: 0 sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Phone: -z o 1p -/453- u.o 00 Street Address: 441 City State/Zip: (It 5 11, -',N.v .uf. °.� e b E. LLE.lyf,. _I c,ua 98 E Fax #: 2oLo - 45 5 - '-+l o5 Contact Person: Ron Ron z:49- �"`'� 5� Y- 1i`t(�I. �t�iUt�.�. w Q 1 Street Address: City Sta a /Zip: �i_!LLdietia;..t�' Fax #: ,.u1.4- +T- ► • y/,- ---C• -.:...ml11442i7 7` _:: -- -_- - Contractor: So;ldin 1Nt Or-4in we-,{ ricA c Phone: g06 -33q-Z - Street Address: GIN State/Zip. 1,-- ac-Dr: - ' N G LQ (,4- cj{cvrl�y Ut � d Fax #: "33 ek 93( 2- Architect: c oNk tJ l.� --r 4.(z.c. t 4 Cie C-T Phone: CND " 4 Zvi -c-14-1- 70 Street Address: -tqa .s-r rwrz i sr 5v■-c 3FsT>, w2SI ci -Es--r City State /Zip: PA t`t3g2 Fax #: Colo- 4 29 - 44-72 Engineer: PST` E.3 Phone: Coto - z-f-_-,i - c 60(4, Street Address: City State/Zip: '7`(O BAST vrv, tT 5T" SOCCe". (ico, U T CS.ESrf-e- eA 1 Q'n$2. Fax #: C t - `-i-1 - v 5v`j co Description of work to be done: ,rs t. WAa2 t FNikStNESt CGtt.ar- LIctrlT 7--L 6 , I-1(C -rot t.7'RocM Existing use: M Retail Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ MoteVHotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ® Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ® no Existing fire protection features: 0 sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 2i-+ C:cCD existing Area of Construction: (sq. ft.) Cs'024 Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 in the building? ❑ yes Si no X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW. QF THE FOLLOWING:. (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Land Altering 0 Cut cubic yds. ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling 0 Fill cubic yds. ❑Landscape Irrigation ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public 0 Deduct 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. IDate application accepted: Date application expires: CTPERMIT.DOC 7/9/96 Application tfkyn by: (initials) ALL COMMERCIAL /MULTI -FA ski. V TENANT IMPROVEIl1ENT /ALTA TION PERMIT APPLICATIONS MU BE SUBMITTED WITH rHE FOLL ING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ 21 Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ SI 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. ❑ l Indicate proposed construction of tenant space or addition and walls being demolished ❑ n Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. ® ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ® ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ® ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Certificate of Contractor ". 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 ! AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING piniER OR AUTH ;!ZED AGENT: Date: ��C y_ , l g 6 Signature: VC-6(K A -, 9/ Print name:Teo,A wv( 1 Phone�],•,A_33 gZSj?.5 ] �"" Fax #: �,y -53‘4---2__. nn• (� Addressa j�_ p,p'_1 Y iue. I �C aly fate /4ip cv_, L 4 C 9st CTPERMIT.DOC 7/9/96 ':'Y; C;.tyl,'.V"71711,1" -t w "'�',;.?x y1nMtrr777 r.7.f'7,1 0. " r w" rjvyrrslar:S 74 rx,•,rfT �K rr i4****** k* k* k* k********************* ** **k **kk* * * * * * ** * * * * **k1l* * ** CITY OF.TUKWILA. WA TRANSMIT * **k *k* * *kkkkk * * * ** *h ** 547h�** e, k )1c4 *. * *k*k *k * * *k*h*:4 *A.** * *kk **fir TRANSMIT Number: R9600525 Amount: 576.71 12/24/96 10:42 Payment Method: CHECK Notation: MODERN WOMAN Xnit: 8L13 Permit No: D9.6-0109 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 262304 -9064 Site Address: 9r5 STRANUER BL 30.3 Total Fees: 1,468.46 This Payment 576.71 Total. ALL Pmts: 576.71 Balance: 891.75 * * ** * * * * * * * * * * * * * * * * * * * * * ** tic * * * * * * * * **** ** * *** * ****it * * *4* *fit ** ** •Account Code , 000/345.830 Description PLAN CHECK - NONRES Amount 576.71 %153 .12/26 9616 TOTAL 576.71 * * * * ** * * * ** * * ** *;1 * ** k******** * ** * * * ** **** * * * * **k*k* * * ** **k** k;1* k CITY OF TUKWILA. WA (r "(� TRANSMIT * * * * **k * * * * * ** * * * * * ** ** L.W * *k�r-44 A * * * * *kkkk*+4*.k *kkkkk *k *h *rE* TRANSMIT Number:. R9700533 Amount: 891.75 01/22/97 15 :23 Payment Method: CHECK Notation: BUILDING NORTHWE Init: SLB Permit No: D96 -0109 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 262304 -9064 Site Address: 363 STRANDER BL Total Fees: 1.468.46 This Payment .. 891.75 Total ALL Pmts: 1,468.46, Balance: .00 ******* 4**** 4 * * * * * * * * * * * * * *** *„4 * *** * * * **4 *4 * * * *4 * * *d *** *4 ** * ** ** Account Code 000/322.100 000/386.904 Description BUILDING - NONRES. STATE BUILDING SURCHARGE Amount 887.2; 4.50 6620 01/23 9717 TOTAL 891.75 City of 71t1044 la Fire Department John W. Rants, Mayor TUKWILA FIRS DSPARTKINT FINAL APPROVAL FOR![ Project Name fli 0 DE Qj\\ \ ,.�C`) y')r) Address 3(O3 1. Thomas P. Keefe, The Chief Permit No. D et kD " b4 0ci \//1 Retain current inspection schedule RNeeds shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: r" Authoriz d Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone. (206) 575 -4404 • Fax (206) 575.4439 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 INSPECTION RECORD Retain a copy with permit Project: ,{ , h —L4L #, Addre Specia instructions: 431 -3670 Type of inspe- ion: Date called: Date wanted: 3_7 Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. Inspector: i A $42. REINSPECTION'EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 PERMIT NO. (206) 431 -3670 PrAjgp ,,j/}, A 140 ma Type of inspectiprt: i N r�j� Ad�drreJ:W --.1 s ,� p„ Date called: s j Special instructions: Date wanted: '.1 7 i i � C t p.m. Requester: C �, - „ ,j Phone No.: - .. t ) �-z.,--5 Approved per applicable codes. Corrections required prior to approval. COMMENTS :0 / / ', x 4 ( . _0 2.-7 LS-'44. Z3 16(1 c.e/ . e2-) SLJear i A.-oOrh • 1 1 A / , ` 4t., 4-./C40 AO / /1- / -) ce" (or) .5,--7.2,6 4.--e-- ce c Z-Le___,V— 6//4- /'1-6r P', /1 1 $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 RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .qR(c oJof PERMIT NO. (206) 431 -3670 Project: Iv10 1 1N /\ - Type of inspection: XI Address: 3(4,3 S am. Date called: 4 Special instructions: Date wanted: a1 s 1 )417 a.m. p.m. Requester: Gval Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. GSt-L2� $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. In spector: Date: bfri Receipt No.: Date: 'INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 tb L- 01°9 PERMIT NO. _ (206) 431 -3670 Pilisittei4 kkOA •W Type of yspiZ n• 0 e_ so NE7 dree�ss: �' � Date called: 2_719_ ri Special instructions: Date wanted '.7,7, I p.m. Requester: R` r ` )o, FP Phone No.:5-7 _ 14301 pproved per applicable codes. Corrections required prior to approval. COMMENTS: El-E-C • AP((VM.. Inspector: Date: 212_7 157 $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: t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ■••••■■■•awnwr INSPECTION RECORD Retain a copy with permit Data -d10c( PERMIT NO. (206) 431 -3670 PAC \NOM N (grrof irT on ry -5iV1 N —t 6drg: 5'6 � ¢ al/ Date called: 7M' g - 91 Special instructions: Date wanted: -11 -11 en Requester. 61 A „' , ,`�FP }-76 Phone No.: r _ 4c Approved per applicable codes. Corrections required prior to approval. MMENTS: Inspector: 4: Date: l $42.00 REINSPECTION FEE REQUIRED. Prior to inspectio , fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No.: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: InA 04., j \`q \fits Type of inspetin L' 14 Address: ,3(.0 5 .s J Date called: Z' I y Special instructions: 3 1 ate wanted: L ' cr 7 a.m. Requester: �� Phone No.: [Approved per applicable codes. Corrections required prior to approval. COMMENTS: 92e3 Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Prior t9finsdection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, IReceipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 g r'. kli il C (206) 431 -3670 '. F.i i (f; (1 0 (e) PERMIT NO. Projerifv6.1 . V`- l� Type of inspectionrcy it.M".1 1/ Addres9(D S s L r JA '/ _ Date called: 7,-// ) / Special instructions: Date wanted: /1 4 C1 P.m . Requester: Phone No.: -2 Z- / 3 Z 3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I) ?(2v1 o. A' 1).c- -,rei ra R-- .sar -P-. t ica,simi 0G I A-fiea4v< --0 41 Aft. c (4, c-- ) 6 v1 (-Z ELTI .a,cprL_.. A4 Pll.1 V A-L„ . • . r- R Inspector: f7 1 1 Date: 21(1/411c7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Mt° o Y ? PERMIT NO. (206) 431 -3670 PrgjAci; izisl \A MA N T I IV 1 n A tnrAtJ- I N L1 Date called: Bret srpA . ,1 Special instructions: Date wanted.z — 7... co itn: ^ D \; \DL_F Phone No. :6 -7 — t'i Approved per applicable codes. COMMENTS: Corrections required prior to approval. car - Inspector: Date: 191 $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 (206) 431 -3670 Propttby woitAlti I ►`1y- Type of inspectigl, t Ntl Date called: 2 — (A_ 91 ddrgss: Speciial instructipns: Date wanted: Requester: /^ , R' Phone No.: G� J , loa....c. I Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 2. $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: At CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: q tA /0 PLAN CHECK/PERMIT NUMBER: D9 0 0 GI PROJECT NAME: f lAC e°rVI l�-/ GI Gt PROJECT ADDRESS: 3 6 .54ritcA-dt-r' CONTACT PERSON: DA U1/4-36 (PP PHONE: 388— (312--- REVISION SUMMARY: /e keig St•Pca f 5/ vn D w` gs, Ado& e(ov h (c d&'s i 4\v-c) cnT 6 )a-c-71{1c`c Qu e-� j' cpiCc-s --],„ 0.44 C +e;%cot % 4Ccn v d cc(C) ✓ SHEET NUMBER(S) A t. "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: eoh . B/dg Planning CITY USE ONLY Fire'. RECEIVED CITY OF TUKWILA JAN 1 01997 PSRMIT CENTER ,end' Public . Works 3/19/96 AV?AL :i+l:n�v. _;:c1C �✓._ #n's a.!- 'LFX3;.V7•V::fiYt is :X:.YI+S ^:.'�Ct_4i'". 2,t 4Sx';B t?E > °Y1Yttr1'*T!T.4lVt �ant!'oS..nr K1T- RugtoltRM. ART# tr JA' rEtrt` R4MaCr513 0..1t Pr. f4J.!+ ltn.V.IPAC1. "i.,OW'r:slQ:.f APIr'?KrA.,R?!P.4,:gI SV?C ;IStPlIVPIZOMt ...• FILE COPY City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director January 10, 1997 Mr. Ron Wolff Building Northwest, Inc. 2313 - 120th Avenue Northeast Lake Stevens, Washington 98258 Dear Mr. Wolff: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D96 -0109 Modem Woman 365 Strander Bl 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. At this time the Fire Department, Public Works Department and the Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, *cry *16299 Kelcie J. Peterson Permit Coordinator Enclosures File: D96 -0109 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 DATE: 1/7/97 PROJECT NAME: PLAN CHECK NO: Plan Reviewer: 4 BUILDING DIVISION COMMENTS MODERN WOMAN D96 -0071 Contact Bob Benedicto at (206) 431 -3670, if you have any questions regarding the following comments. 1. Uniform Building Code Volume 1, Chapter 29 as amended by State of Washington indicates that (at minimum) one water closet and one lavatory in separate facilities for men and women is required for this tenant space. 2. The development of the one hour fire rated corridor for the rear exit facility includes the relocation of two electrical panels. We are in agreement with an opinion from I.C.B.O. that Electrical service panels should not be permitted on the corridor side of the corridor walls. Such installations create the possibility of fires associated with electrical equipment or wiring systems. Please review the proposed space plan and establish an alternate location for these panels. City of Tukwila Fire Department Fire Department Review Control #D96 -0109 (512) John W Rants, Mayor 3i3 Re: Modern Woman - r6.g.- Strander Blvd. Dear Sir: Thomas P. Keefe, Fire Chief January 2, 1997 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, chaired, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 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 he 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), Internally illuminated exit signs shall have both Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila John W. Rants, Mayor Fire Department Page number 2 bulbs working at all times. (UBC 1013.3) Thomas P. Keefe, Fire Chief When two or more exits from a story are required, exit signs shall he installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 1013.2) Aisles leading to required exits shall he provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) The power Supply for the exit pathway illumination shall normally he provided by the premise's wiring system. in the event of its failure, illumination shall he automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall he installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) Current supply to one of the lamps for exit signs shall he provided by the premises' wiring system. Power to the other lamp shall be from storage batteries or an on -site generator set and the system shall be installed in accordance with the Electrical Code. (UBC 1013.4) Combustible material shall not be stored in exits or Headquarters Station: 444 Andover Park East • Tukwla, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 WO, Wo. n... xr. »..r.M......n,....a.....r.+..r .y..a.c.u+w.rwa v.c »..+r . vwo- we.Mr.4v aw.calq..'..Wrtwa.�+.ner «.... �....w. City of Tukwila John W. Rants, Mayor Fire Department Page number 3 exit enclosures. (UFC 1103.3.2.3) Thomas P. Keefe, Fire Chief 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) • 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. 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) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 4 John W. Rants, Mayor Thomas P. Keefe, Rre Chief 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 701) This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila•Fire Prevention Bureau CC: TFD f i l e ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575.4439 O1 /16 '97 17:46 ID :BCSIS CONTRACTOR FAX: Department of tratxx`bt Industries Contractor Registration Section PO Box 44450 Olympia WA 98504 -4450 PACE 1 a REGISTRATION VERIFICATION (360)902.5226 TEMPORA R ¥ FAX (3G060) 902 -52ZH f To it iet_ r —From r (/(J Olympia headquarters TCdnunc ........ ............................... e xfti1iM1 num r / � {IWatGxi cJ i S J) Contractor: Your Certificate of Registration will be sent from the Olympia office anti should be received within 2 to 3 weeks. Please keep this record until you receive your Certificate of Registration. rKC4ip«,pu —' F625 -096-000 reLi.iroian vcrifica►iun 2•95 L .. / 2 —A9-.7-.?' 7 ) Vat*. 90%4 C1i12443 -a 4t. Dcb• 0109 it sOUTHCENTER C r #2311 TUKWILA W PLAZA WA \ 621614AL iniC)Iligr, ANO CONFORM TO ALL LOCAL AND STATE SJILDIM 1 ALL WORK AND BIDDING SHALL,...REFLEG.1_,„,„., A. BE ,..N,-,..,,,,,,,, By -,,,,, ,E.FRAcToR, . VLSI .yllrilANCES Ar BOILD.NI, ir,t-,i iNo• 2. GENERAL CONTRACT M AND ALL SIM-CONTRACTORS SHALL PROVIDE EVIDENCE SF INORKIAAN•S COIPENSATION UPON SMUTTING BID. UPON AWARD OF CONTRACT, CONTRACTOR SHALL SHOW EVIDDICE THAT THE TENANT AS ADDITIONAL INSURED. BY SUBMITTING A BID, CONTRACTOR IIPLIES ThAT HE IS FAfAtuAti 3. WITH THE SITE, ALL EXISTING CONDITIONS, MO THE TENANT HANDBOOK (IF ANY), WITH APPLICATION FOR FIND:PAYMENT. G.C. SHALL PROVIDE TO THE _ 4. TENANT TWO REPRODUCIBLE SETS OF AS-BUILT DRAWIN. INDICATING ANY AND ALL DEVIATIONS FROM THE BUILDING DEPARTMENT APTsENED CO.. ,,10,. A DOCUMENTS. PROVIDE ALSO FULL ELECTRICAL PA_L ____ OR THE APPROVED A PART DRAWINGS. S=PARATE PERMIT 5. CONTRACTOR SHALL PROVIDE ALL FLOOR L__EVE_LING, P_ATCrl_ ING_: .Atio_ __. rEQUIRED FOR: REAIEDIAL,REPAIRS AS REASONABLY REQUIRED .16Y THE ISNATTivi REPAIRS INCLUDE. BUT ARE NOT LIMITED TO. woRK REcKuRep _ _ _DE___ 4 A SMOOTH AND -EVEN TRANSIT. BETWEEN NEW AND EXISTING 51.ACES, MA 'Lri MECHANICAL TO PREPARE EXISTING SURFACES FOR NEW FINI.S. V7,--ECTRii.AL JOBSITE is T BE CLEAN DURING CONSTRUCT.. CONTRACTOR SHALL 6* PERINDCA' LLYOAND PRTPTLY REMOVE ALL DEBRIS FROSI SITE AT HIS EXPENSE. V21..LIMBING 7. CONTRACTOR SHAL'I.' VERIFY BUILDING DEPARDIEI&ToRPROCEDUREL pAyFORFoROBTALALINNEIN&A,NLARyl. PERMITS PRIOR TO SUSAITTING BIDS. CONTRA CI '7 'IT PIPING KINN TS AN/OR-FEES REQUIRED BY PUBLIC AUTHORITIES AND/OR UTILITY =FAMES ANC,ALL•TEIPDPARY POWER 03STS. ANY TIE-IN OR INSPECTION FEES TO BE INCLUDED IN BID. C."-Y OF TUKVVILA cONTRACTOR TO VERIFY IF WATER OR OTHER, IIETERS ARE REQUIRED BY LANDLORD, UTILITY Ej.L.DING DIVISION NcAUDEDINAID 8. ALL MORK SHOAN-ON THESE _DRAWINGS IS TO BE PERFORMED BY THE GENERAL CONTRAGTOR,UNLESS NOTED OTHERWISE. 9. CONTRACTOR SHALL - ITSE:ixey EXPERIENCED CRAFTSIAENSKI THE DUTIES 6111):11.THEY'ARE TO PERFORM ON 7/11S PROJECT. IN G AL 'CONTPACIOR - liAlL. COORDINATE CONSTRUCTION SCHEDULE 1'. WITH LANDLORD'S-CONSTRUCT ION. SCHEDULE. 1. opECONTRARTA?oNToRs' ,DTOE'R,PROV;,, cNID.AE/NO.,FE-'...._14ANG;E'D•F;y1.12EilocEXATLINGdNILSHDEASINrEalORI: "WS PER TENANT'S 12 WHERE-NEVI CONSTRUCT, SUSPENDED ROM STRUCTURE; 'CONTRACTOR SHALL FIRS, VERIFY THAT THE .EXIiisTING sTRucTURD,HAS,THD CAPACITY TO SUPPORT 9.1.. NEW A99BOL• • 13. pRoviDE-FIR6R.....A:TEU'4::.frilES "R''' E SIPN. REQUIRED co sHomt AND REQUIRED. 14 ANy ROOF 'PE- NETRATIONS'f SNAIL BE APPROVED IN NtITING BY THE . THE •EyENT •TH, E_LANDLORD REQUIRES THE T9:13g MADE,13Y__THE LANDLORD'S OXTRACTOR. TI4E SEt2ITTRAt-T- UnACTOR'SHALL FILE COPY I unoers.nd that the Plan Check appro,-.., are subjeM to errors and omissions and perm, of plans does not authorize the violation of ony adopted code or ordinance. Iieceipt of contractoes copy of approved Warta BY C- Date / - 7 - 91 Permit No D6IU-010q ALAGNRDEELDCReTo,iiNIN FILAR SUCH EXPENSE -UNLESS OTHERWISE - , . 15. GENERAL CONTRICTOR SHALL REPORT EXACT L INE TOTAL SQUARE FOOTATZ OF LEASE SPACE W DIAGRAM OF., ENANT LEASSE 7 BOUNDARY DIMDISIONS TO TENANT WITHIN SUER (7) DAYS OF;CCKAIENCING REVISIONS AL CON- --TRACT' OR- SHALL PROVIDE,AND MAINTAIN TELEPHONE SE__RVICE____AT_THE _ 16* JOB SITE-THROUGHOUT-CONSTRUCTION PERIOD. TELEPHONE SHALL BE ORDERED WIEN NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR 7. G'ENNERMALCTCONISTRS-A710EDR.SI•iALL ' IDE PEDESTRIAN PROTECTION BARRICADES ANTMOR APPROVAL OF TUKWILA BUILDING DIVISION. CANOPIES-AS REQUIRED BY •THE-LOCAL AUTHORITIES OR AS NECESSMty FOR PEDESTRIAN SAFETY: • . NOTE FIEVI-10`'S WILL PECUIEE A NEW PLAN SUEVITOL . ,. i8. OENE-AL CONTRACTOR SHALL DISPOSE OF GARMENT RA. AND FIXTURE BOXING. 19. GE' NERAL. CONTRACTOR .,.!..t,L,..ASSEIBLE ALL GAFNENT,RACKS AND FIXTURES. 20. STORE STAFF -15 ,NOT TO ExcEm. 4 PEOPLE..- N.B ALL 21 GENERAL -CONTRACTOR,SHALL COORDINATE 11.1t RETURN OF,ZRN.,..r. ,..s. * LEFTOVER MATERIALS FURNISHED BY TENANT, PER TENAN. . CT 22. UTELY•NO-ASBESTOS OR , ASBESTOS CONTAINING MATERIALS SHALL BE USED I THE CONSTRUCTION OF THIS PROJECT. 23. GENERAL CCNTRACTOR SHALL NT .1.E.spri.,:„..,E TO RECEIVE AND INVENTORY MODERN CNTJTRACTTR BEI6ONSIBEE FOR_TI1E.PROVISICIA AM) PROTECTION OF ALL.: FERRINZA011orsTVE.j'IrsauATIT:111167VP oNAJoe SITE:FAICE ALIAGED CONTRACTOR:SH/J.Limo). iv., Iii4ACE ElktitRklegetStKiiYHERCEZERAL THAT THEY NEED10,10513ECT. ..... . CONTRACTOR RESPONSIBLE% , . ALL REQUIREMENTS' OF lit AMERICANS WITH DISABILIT _IES ACT le ANY LOCAL ACCESSIBILITY . LL 8E ADHERED TO 'WHEN IN CONFLICT. THE MORE STRINGENT OF THE TIRO APPROVED STAPGEAADS SHALL GOVERN. .ETAPERED CITY OF TUKWILA 25. CONTRACTOR SHALL 1.4E '''PSLII"°A''''THICKANLE'SCONPETDB CAA'SIWNGITH JAN 1 3 1997 , EDGES. ALL OUTSIDE. coatE.Rs SHALL HAVE IIET . N TAPE ALL JOINTS BEDARD SAND SMOOTH I AS NOILD4 CORNER BEADS AS REQUMED. - -, , . AccotDocE WITH THE MANUFACTURER- S NRITT__EN CT_.__IONS..._FOR SlIOOTH , __-INE_TRU_ SAMTFACE TO RECEIVE PAINT. , SCREW GYPSUU...AN. 1. FIAVII,INu, . GOLDING DIM 2' 'PIN"' N'S"'TCk'41;(''C'TerliEtteLjALPRITIEr LiArPlIELVIIETSPECTOR. EXTINGUISHERS, AS REQUIRE. ,,,,,,:„ , ,, 27. ALL CONDITIONS DESCRIBED NT GENERAL NOTES SHAL L BE iNELNBED IN END. .. 28 * ALL SPRIAWLE0 WORK LIDEIFIC' ATI'ONS SHALL . BE COORDINATED WITH ALL OTHER TRADES ON SITE. ...my( .15 RESPONSIBLE FOR ALL SPRINKLER_ woRN. INCLUDING ALL tPGRADES.06,11DDIFICATIONS.._ALL RI AND2Tiq,0,5 ALL. SPRINKLER WORK SHALL ACCOMMODATE, TENANT AP ED TRU DR 564a \ REGISTEFEL11 AND SPECIFICATIONS. . . ,... AINNITE,1 i 29. GENERAL CONTRACTOR .SHALL vERire WITH'L NDLORD REQUIREMENTS TO TIE INTO MALL i 1 FIRE ALARM SYSTEik(SMOKE EVACT. SYSTEM NT REQUIRED) AND DETERMINE NHO IS TO FURNISH ALL REQUIRED EQUIPI1ENT. ALL CONTRACTOR COSTS ARE TO BE COVERED IN BID. JOH .... S4-0 , STATE Hip. S , .,....,, ELECTRICAL ARCHITECT TENANT LANDLORD E DRAWING INDEX ENGINEER SITE PETE BONNES JOHN LISTER MR. LEE ANDERSON STEPHANIE FASANO SHEET DATE FX BONNES PROJECT LOCATION JOHN W. LISTER, ARCHITECT MODERN WOMAN SPIEKER PROPERTIES BURblaz K I N•5, TUKW I LA. POND 790 E. MARKET . 0 790 E. MARKET SUITE 110 MODERN WOMAN WEST CHESTER, ST PA 19382 SUITE 16 WEST CHESTER, PA 19382 ST. SUITE 380 ,aktigATEIT:nlik.v"il g i LA NE 915 118TH AVENUE, S.E. SOUTHCENTER PLAZA 01.1 DEMOLITION PLANS 12-20-96 (610) 431-0506 (610) 429-4470 ,717) 396-9000 BELLEVUE, WA 98005-3855 TUMNILA, WA A0.0 INFORMATION 12-20-96 206-453-1600 A0.1 FLOOR PLAN NOTES 12-20-96 206-455-4105 (FAX) 41.1 FLOOR PLAN 12-20-96 BLDG CODE DATA LEGEND 61.2 REFLECTED CEILING PLAN A2.1 ELEVATIONS 12-26-96 12-20-96 UNIFORM BUILDING CODE OCCUPANCY GROUP: 4-2. RETAIL A2.2 ELEVATIONS 12-20-96 USE OF SPACE: WOMAN'S CLOTHING STORE 03.1 DETAILS 12-20-96 TYPE OF CONSTRUCTION: V-N, SPRINKLER ED A3.2 DETAILS 12-20-96 E -1 ELECTRICAL PLANS 12-20-96 SALES AREA: 4816 S.F. 1-2 ELECTRICAL SCHEDULES 12-20-96 486 S.F. FSIOICKNg 1,11R: : 722 S.F. M-1 HVAC PLAN 12-20-96 \ BUILDING A modern woman BUILDING C I I} - T4R5ET , FLOOR AREA 6024 S.F. U-2 HVAC NOTES 12-20-96 LI-3 PLUMBING NOTES AND PLAN 12-20-96 STRANDIER BLVD pirie ....0 109 I Dcb• 0109 RELOCATE ELECTRICAL PANELS REMOVE WINDOW FOR NEW DOOR I- REMIOVE TOILET 8001 COMPLETE r411 RELOCATE TOILET PAPER HOLDER. TOILET G O� DOOR TO NEW I C-i --I vEV -R*,c000R REMOVE WALLS P9€rOItl CI APPROVED ItA JAN 13 1997 AS NOTED BUILDING DIVi3ION w. LI ARCHITECT 90 E. MARKET ST. SUITE 380 EST CHESTER PA 19382 1610 429 4470 I mau, LE@Fseo MEM -. EXISTING WALL - — - - WALLS TO 8E - — - REMOVED NO. DESCRIPTION DATE REVISIONS ALL FIELD CONORIONS AND DIMENSIONS ARE TO BE FIELD VERIFIED PRIOR TO OOMMENDMENT OF THE WORK. ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTOITION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK THESE DRAWINGS ARE THE PROPERTY OF JOHN WILLIAM LISTER. A.I.A., ARCHITECT. THEY ARE NOT TO BE REPRODUCED IN PART OR M WHOLE WITHOUT THE CONSENT OF JOHN WILLIAM LISTER AJA.. ARCHITECT. THEY ARE TO BE USED ON THE PROJECT NOTED HEREON ONLY. modern woman STORE # 2311 SOUTHCENTER PLAZA TUKWILA, WA SHEET TITLE DEMOLITION PLAN 12 -20 -96 DATE 1/4" SCALE AMD DRAWN Br CHECKED BY MW617 °ROB 1 SHEET NUMBER D1.1 CITY' OF of TU_0 u.,� ", -n 2 PERMIT CENTER D©OP @6b( ©MdC MARK MATERIAL MARK DESCRIPTION MANUFACTURER QTY. SUP BY INST BY A SPRING HONG" 51A8EY 12060 ONE PER DOOR C C ALUM. 3_1/2" X 3-1/2" %NOUGHT STEEL BRU9£0 ALUMINUM FINISH - 5TB5T. FOR MORTISE HINGE WHERE USED EXISTING PLUS H ALUM. S FOIL MORTISE MAC, WROUIi88 STEEL BRUSHED ALUMINUM FINISH STANLEY 10179 TWO PER DOOR )2'8" (WE PER DOOR 2'8" C C C RAPER 1" DMA. W/ mem NIPPLE IvE5 i5P404 83 ONE PER DOOR C C 0 LEVER LOCKSET OI SOILAGE 580PD - LOCKING ONE PER DOOR 1 C A.8.C.6 NONE 2 -3/8 OR 2 -3/4" 8ACKSET LATCH STYLE: SATURN 1 4 1 3'0" X 6'8" C HOOD MOOD LOUVRE FINISH: 626 1 -3/8" A.B.C.0 NONE E DOOR CLOSER AND GASMET5 CLOSER: ONE PER DOOR C C INSUL. 1 -3/4" AL5080.81T: 7 'D 251 E0 (BY TENANT) NONE 1 IN DOOR. PROTIBE TIGHT FITTING SMOTE AND DRAFT CONTROL 85SEIBL(ES AD GASKETED TO PROVIDE SEALS AT THE SEEPNOTTE 19 SIDES EERR DOCK TYPES AID ND ES. 05 3'0" X 6'8" GASKET: YTL W000 H.C. 1 -3/4" A,B,C,K � OAPPR800 E0 (BY TENANT) RELOCATE EXISTING- PAINT 118 UNDERCUT DOOR 1" F PEEP HOLE FIN. TO MATCH HINGES - ONE PER DOOR C C (35 DEGREE VIEW Kuhl AT S'0" A.F.F G PUSH/PULL RATES PULL PLATE: BRUSHED ALUM. ONE SET PER DOM C C PUSH RATE: BRUSHED ALUM. CONTRACTORS CHOICE H ORT IODISE CYLONDER BEST LOCK CORP. ONE PER DOOR T C N0. 1E74-14 -883 FINISH 826 OR PER TEN. REP. K LEVER L(XKSET SOLACE 5408 ONE PER DOOR 0 C 2 -3/4" 88015(T LATCH - 16-203 STYLE: SATURN FINISH: 626 L PAMAC 9AR TOU01 BAR. COLORATION UDC ONE PER DOOR C C A ORS T7 T C C72 ON MCC OLC �0KI C C M DOOR HOLDER HA� "f271F 1/4" BASE ONE PER DOOR C C 5- 13/16" ARM N DOLE FLOOR STOP H.B. IVES ND. 438 ONE PER DOOR C C P1615H: 626 0R PER TEN. REP. 0 LEVER LOC(SE1 501LAGE 6100 ONE PER DOOR T C 2 -3/4" BAIX5ET LATCH - 16-203 STYLE: SATURN FINISH: 826 D©OP @6b( ©MdC MARK MATERIAL SIZE TYPE FRAME FACE CORE THICKNESS HARDWARE THRESHOLD REMARKS O3'0" X 7'0" PAIR 8 ALUM. - - 1 -3/4" EXISTING PLUS H ALUM. EXISTING - CHANGE -OJT ONE CYLINER PER DOOR TO BEST O3.6" X 6'8" A MIL. W000 S.C. 1 -3/4" B,E:M.N,O - 1 RR DOOR. PROVIDE TIGHT FITTING WOE AND DRAFT CONTROL STOP ON BOTH SIDES PADD I THE TOP. Y1SEENOTE 113. PAINT J881 PAINT 116 ON SALES SIDE 81 PAINT 118 ON OTHER O2'6" X 6'8" C WOOD MOOD LOUVRE - 1 -3/8" A.8.C.6 NONE UNDERCUT ODM 1/2" 1 4 1 3'0" X 6'8" C HOOD MOOD LOUVRE - 1 -3/8" A.B.C.0 NONE UNDERCUT DOOR 1/2' O 3'0" 0 7'0" D MIL. YTL. INSUL. 1 -3/4" E.F.H,L,Y NONE 1 IN DOOR. PROTIBE TIGHT FITTING SMOTE AND DRAFT CONTROL 85SEIBL(ES AD GASKETED TO PROVIDE SEALS AT THE SEEPNOTTE 19 SIDES EERR DOCK TYPES AID ND ES. 05 3'0" X 6'8" A YTL W000 H.C. 1 -3/4" A,B,C,K NONE RELOCATE EXISTING- PAINT 118 UNDERCUT DOOR 1" P9b�ib1 TWIN Am awns 1. REPLACE EXISTING NAROBARE. INCLUDING LOOMIS AND CLOSERS AS REO'D TO WET APPLICABLE HANDICAPPED ACCESSIBILITY REGULATIONS INNLF9 O I Y O l/'11L-1 OC#MMILE MARK MATERIAL MANUFACTURER COLOR /MODEL SUP. BY INST. BUJ REMARKS /LOCATION 0 ® GRESILIENT OLOW ® ® O7 ® ® 10 11 12 13 14 T5 16 t7 18 O19 20 BASE VINYL COMPOSITION TILE FLOORING MAT CARPET CARPET MIRROR 81881. WALLCOVERIIG PAINT PLASTIC LAMINATE PLASTIC LAMINATE PLASTIC LAMINATE PLASTIC LAMINATE PLASTIC LAMINATE MARLITE PAINT PAINT PAINT CLG. TILE 811OUE ARMSTRONG MUTUAL ARMSTRONG ARMSTRONG MATT SOWS MONTEREY CARPETS *ASLANT CONTRACT PLEXUS SHERWIN WILLIAMS WILSONART NEVAMAR WILSOMAR1 WILSONART W115ONART - SHERN18 81111ANS 5HEMIN WILLIAMS SHERWIN WILLIAMS USG CORTAULDS TINTING STYLE- "GUI.cR INTEGRATE" COLOR- DESERT SAID 6" HIGH IMPERIAL MODERN COLOR: SA/CRIFT WHITE /51858 SIZE: 12" X 12 . 1/8" CLASSIC CORI.W - GAUGE: 0.085 COLOR: ALABASTER. 186800 PATTERN: SUFFIELD BLACK - OR02 PATTERN: SYIPFONY COLOR: SCORE 1528 PATTERN: PASSPORT COLOR: STOCKHOLM :7408 04802 1/4" CLEAR PLATE MIRROR PATTERN: SERRE8T0 COLOR: CUSTOM COLOR - BLACK TIE /1007 CONGO SPRUCE /7062 -60 TERRA PATINA 1PT2 -IT FLAX 1D434-60 1573 -6 FROSTY WHITE 1595 -6 BLACK COLON: WHITE 4'0" HIGH COLOR - COTTAGE CREAM 12347 COLOR - MUSTARD FIELD 12341 COLOR - PURE WHITE 11004 24 X 24 ACOUSTOE FROST, F81111811 BEVEL (FL8) 1419 SILVER OPAQUE C C C T 1 CARPET ONLY T CARPET ONLY C T VAC ONLY C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C INSTALL WITH AR16TIp',NG 5-725 ADHESIVE. PROVIDE IN ALL AREAS WITH VCT INSTALL PER MANUFACTURER'S REWNWENDATIONS IN STOCK ROMS. AND EXIT HALL INSTALL PER W IRACHRER'S RECOMENDATICWS IN TOILET ROOM O&Y 4' X 6' MAT AT ENTRANCE DIRECT CLUE DOWN USING ADHESIVE AS RECOMEMDED BY CARPET CARPET AC1IRER. A PROVIDER. G.0 O HIGH CARPET BA INSTALL. M SALES 6-0 U % LEAD TINE DIRECT GLUE DU71 USING ADHESIVE AS RECONEIDED BY CARPET LACTUtER. -PROVIDE 6" HIGH CARPET BCARPETBA WERE CARPET 6-6 WEE( LEAP TINE INSTALL WITH YNOFAC11RiER APPROVED MASTIC: 818ROR- -I MASTIC. STRUCTURAL MASTIC. AS MAMF. BY PALTER 0033- 303368. NO HORIIZZONTAL 28816. ALLEEDGES TO2BE POLISHED. ALL PERIMETER EDGES O' MIRRORED AREAS TO HAVE CiR081 "J" MOLD U.O.N. ANY EDGE 18811 WITHOUT CHOKE "J" MOLD TOW SEALED TO ADJACENT MATERIAL WITH A FITIMOl6 MEAD BE CLEAR GRCMIE SEALANT. INSTALL IN FITTING ROOMS AND FITTING RCM HALLWAY CONTINUE WALLCOVERING 4" BEHIND ADJACENT MIRROR WHERE OCCURS. INSTALL IN FITTING 80016 AND HALLWAY BLACK REVEALS CAWING WALLS AND CASH/NRAP INSTALL ON WING WALLS INSTALL ON WIN; WALLS INSTALL ON SALE SIDE OF EXIT A8D STOCKROOM DOORS INSTALL ON STOCK & EXIT SIDES OF EXIT 8 5TOCKROOT DOORS INSTALL OI CASH/WRAP WHITE PLASTIC TRIM EDGE AT TOP. B0TT01 AID CORNERS. ON DOORS AND FRANCS ADJACENT TO WALLS WITH PAINT 111 USE 01L BASE. 8101 -GLOSS FINISH ON WALLS IN STOCK ROOM. EXIT CORRIDORS. TOILET R11(S) & SALES AREA - USE OIL BASE. ENAMEL. 8181 -0L055 FINISH ON WALLS IN SALES AREA - USE OIL BASE. ENAMEL, SEMI -GLOSS FINISH +- CEILING 18 SALES AREA - USE OIL BASE. ENAMEL. SEMQI -0SS FINISH PROVIDE FIIELINE GRID AS YAMFACHRED BY USG GRID Ate TILE TO BE FIRE RATED AS PER CODE. ON WINDOWS IN FRONT OF FITTING ROOMS 2. NO DEADBDLT5 ARE TO BE USED ON EXIT COORS. 3. NOTE THE F01LOW1NG WITH REGARDS TO EXIT DOORS: A. DOCKS ARE TO REMAIN OPEN DIEM ALL BUSINESS HOURS MADDEN TfE STORE IS OCCUPIED BY 50 PEOPLE ORDURE. 8. DOORS AND GRILLS ARE TO 81 OPERABLE FROM THE INSIDE WITHOUT USE OF A KEY CR ANY SPECIAL (161MLEDGE OR EFFORT WHEN THE SPACE 15 OCCUPIED. C. PROVIDE DURABLE 5101 ABOVE DOORS READING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS WHIRS ". 111111115 TO BE BLACK. 1" HIGH ON CONTRASTING 8AC(GR08D. 4. NO THRESHOLDS ARE TO BE HEATER THAN 1/2" IN HEIGHT. ALL THRESHOLDS IN EXCESS OF 1/4" IN HT. TO HAVE BEVELED EDGES AT A RATE OF 1:2. 5. ALL LEVER TYPE HARDWUE TO BE MOUNTED AT 40" A.F.F. AND OPERABLE WITH A FORCE BE 8.5 LBS. FOR EXT. DOORS AND 5 LBS. FOR INT. DOORS 6. THE BOTTOM 10" OF ALL DOORS TO HAVE A SMOOTH SURFACE 7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE 8 REPAIR OF DOOR FR01 COMMENCEMENT TO COMPLETION-OF CONSTRUCTION. 8. DOOR FRAMES TO BE "TIMELY ". JAMB SIZE B RATING AS REQUIRED PER LOCATION ON PLAN 9. PAINT ON EXTERIOR SIDE OF SERVICE DOOR 8 FRAME SHALL WATCH ADJACENT FINISHES AS DIRECTED BY LANDLORD. PAINT INSIDE OF DOOR PAINT 118. SIGN FOR OUTSIDE OF DOOR PROVIDED BY MNERN WOMAN MD INSTALLED BY G.C. 10. CONTRACTOR TO INSTALL INTERNATIONAL 5YIBO FOR HANDICAPPED ADJACENT TO HANDICAPPED FITTING ROOM 8'101LET ROOM. MOUNT SYMBOLS 60" AFF TO CENTER OF SYMBOL PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO PROVIDE 8 INSTALL LUISEX ACCESSIBILITY 5Y1BO. ON TOILET ROOM 0008 PER MANUFACTURER'S INSTRUCTIONS. 11. ENTRANCE SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. 12. UNLESS OTHERWISE NOTED. PAINTED DOORS ARE TO BE PAINTED WITH HIGH - GLOSS OIL BASE PAINT TO MATCHADJACENT WALL COLOR. 13. PROVIDE PLASTIC LAM. 112 ON SALES SIDE OF DOOR. PROVIDE PLASTIC LAM. 113 ON CORRIDOR SIDE AND STOCKROOM SIDE OF DOORS. @ N IAAIID3011. ctiJ TYPE ND. DETAIL NO. MET N0. DETAIL MD. MET ND. DETAIL ND. MET ND. DETAIL NO. 91FET N0. Alh FINISH ND. 5 WALL TYPE SECTION DETAIL INTERIOR ELEVATION INTERIOR ELEVATION DOOR MASER FINISH NUMBER TEMAMT SUMMED I aATERBALS ALL MATERIALS L15TED . BELOW SHALL BE SUPPLIED BY THE TENANT. INSTALLATION ACCESSORIES, INCLUDING BUT NOT LIMITED TO. BONDING AGENTS, AND FASTENING DEVICES. SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. 118301 COMPLETION OF TIEWOM THE GENERAL CONTRACTOR SHALL RETURN UNUSED PORTIONS OF THE TENANT SUPPLIED MATERIALS TO THE TENANT. 1. MILLWORK ITEMS: A. CASH AHD WRAP CABINETS AND HARDWARE B. PRE - FINISHED WOOD RIOUES FOR CLOTHES HOOKS 2. METAL ITEMS: A. PRE - FINISHED OUTRIGGERS FOR SALES AREA 8. PRE- F1NISHED GRID WALL FOR SALES AREA C. PRE - FINISHED CURTAIN HANGER BAR AND HARDWARE 3. SIGNS A. FRONT SIGN ON SIGN BAND: SIGN AND INSTALLATION BY TENANT. PREPARATION. COORDINATION AND WIRING BY GENERAL CONTRACTOR. 8. STOREFRONT WINDOW AND TRANSOM LOGO DECALS: TENANT SIGN CONTRACTOR TO INSTALL PER TENANTS REP. INST. C. INTERIOR SIGNS: G.C. TO INSTALL PER TENANTS REP. INST. 4. SEE "RENARXS ", "SLPP. BY" AW "INST. BY" COLUMNS IN MATERIAL SCHEDULE 5. DISPLAY RACKS AND GARMENT FIXTURES. A55EWLY OF FREE STANDING FIXTURES BY GENERAL CONTRACTOR. 6. STOCK. 8001 SHELVING - ONLY THE FOLLOWING ITEMS ARE SUPPLIED BY TENANT AND INSTALLED BY GENERAL CONTRACTOR A. GREYPLATE STANDARDS 8. GREYPLATE I BRACKETS C. SELF CLIPS D. HANGER STORAGE RACKS (LOCATION BY TENANT) 7. SEE ELECTRICAL FIXTURE LIST 8. SEE DOOR AND HARDWARE SCHEDULES. 9. 3'0" X 2'0" WIRE GRIDS - CONTRACTOR TO PROVIDE REQUIRED BACKING. 10. SAFE TO BE SUPPLIED BY TENANT. INSTALLED BY GENERAL CONTRACTOR. LOCATION TO BE DETERMINED BY TENANT. 11. HANDICAP PLAQUE FOR DRESSING ROOM AND TOILET ROM. AN EQUILATERAL TRIANGLE INSCRIBED WITHIN A 12" DIAMETER CIRCLE ABv A/C AD AFF ALUM APROX APAR APPR'D O BD BLOC BOCA BOLA CI CL CLG CLR COL CONC CT CTR EWHATU ABOVE AiR CONDITIONING AREA DRAIN ABOVE FINISHED FLOOR ALUMINUM APPROXIMATELY APPROVE (APPROVAL) APPROVED AT BOARD BUILDING BLOCKING BUILDING OFFICIALS MD 11561 ADMINISTRATORS (EDITTION IN EFFECT UNLESS OTHERWISE NO BOTTOM BASE PLATE CAST IRON CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT COLON CONCRETE CE TILE CENTER D8L DOUBLE DEPT DEPARTMENT DET DETAIL DT DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION ON DOWN 065G DRESSING DRAG DRAWING EA EACH EJ EXPANSION JOINT EL ELEECCTRICC (ELECTRICAL) ELEV ELEVATOR DER EMERGENCY EO EQUAL EXIST'G EXISTING EXP EXPOSED EXT EXTERIOR FD FLOOR DRAIN FE FIRE EXTINGUISHER FF FINISHED FLOOR FIN FINISH FIXT FIXTURE FLR FL FOB FACE OF BLOC( (CW) FOC FACE OF CONCRETE F0F FACE OF FINISH FOS FACE OF STUD FON FACE OF WALL GA GAUGE CALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GEN GENERAL GI GALVANIZED IRON GYP BD GYPSUM GUARD HVAC HEATING VENTILATING AND AIR CONDITIONING HORIZ HORIZONTAL FOR HEADER ID INSIDE DIMENSION INS INSTALLED TNT INTERIOR JST JOIST JT JOINT LAV LAVATORY LL LANDLORD LT LIGHT LTWT LIGHTWEIGHT MAT MATERIAL MAX MAXIMUM 11C MEDICINE CABINET MET METAL 100 MANUFACTURER MIN MINIMAI MID MOUNTED NA NOT APPLICABLE NIC NOT IN CONTRACT •NL NIGHT LIGHT N011 NOMINAL NON COB HON- ODIBUSTIBLE NT5 NOT TO SCALE 0/ OVER CITY OF TUKWILA OC ON CENTER APPROVED co OUTSIDE DIAMETER � HAND OPPOSITE HAND JAN 13 )997 PLYWD PLYWOOD AS NOTED P LAY PLASTIC LAMINATE PIT PAINT PR PAIR POL POLISHED PPL PEOPLE RA RETURN AIR RAD RADIUS REC RECEIVE REG REGISTER REV REVERSE RM ROW SA SEC SF SHT SIM 50 55 STL 5T0 SUP SYS TC TP TYP BUILDING DIVISION SUPPLY AIR SCHEDULE SECTION SQUARE FOOT (FEET) SHEET SIMILAR SQUARE STAINLESS STEEL STEEL STANDARD SUPPLY SYSTEM TENANT CONTRACTOR TOP PLATE TYPICAL MC UNIFORM BUILDING CODE (EDITION IN EFFECT RUNLESS OTHERWISE UOI UNLESS OTHERWISE NOTED VAR VARIES VCT VINYL CO POSITION TILE VERT VERTICAL VERI0 VERIFY VIF VERIFY IN FIELD VW VINYL WALL COVERING WC WATER CLOSET WLC WALL COVERING WO 8000 WR WATER RESISTENT N111 WELDED WIRE 11ESH W/ WITH W/O WITHOUT W. LIS ARCHITECT 790 E. MARKET ST. SUITE 380 WEST CHESTER RA 19382 1610 429 4470 N0. DESCRIPTION DATE REVISIONS ALL F1ELD COND1110N5 AND DIMENSIONS ARE TO BE FIELD VERIFIED PRIOR TO COAMENCMENT OF THE WORK. ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENRON OF THE ARCHDECT BEFORE PROCEEDING WITH THE WORK THESE DRAWINGS ARE THE PROPERTY OF JOHN WILLIAM LISTER, AMA. ARCHITECT. THEY ARE NOT TO BE REPRODUCED IN PART OR IN WHOLE WOHOIIT THE CONSENT OF JOHN YAWN/ L6TER AAA, ARCHITECT. THEY ARE TO BE USED ON THE PROJECT NOTED HEREON ONLY. modern woman STORE # 2311 SOUTHCENTER PLAZA TUKWILA, WA SHEET TITLE INFORMATION 12 -20-96 wTE AS SHOWN S.xc AMD 081.1 BY C tECKEU o31' MAV617 PROJECT / SHEET NUMBER A0.0 RE CITY OCEF �� 7K` '..A PERMIT CENTER 13)61b. 01 09 ACOUS. TILE COG. SEE REF. COG. PLAN 2 -1/2" STL. STUDS • 24" O.C. PROVIDE 2' RIGID INSUL BET. STUDS ON EXT WALLS 5/8" GYP. BD. TAPED AND FINISHED 6" ABOVE COG. U.O.N. 20 GA. METAL BOTTOA TRACK, ATTACH TO CONC. SLAB W/ POWDER ACTUATED TRACK FASTENERS "REDHEAD" #12324 ICR0 2415 OR APPROV. EQ. • 4'0" O.C. MIN. 12" FROM ENDS AND SPLICES SEE FLOIXR PLAN SEE FLOOR PLAN CORK. SLAB <>WALE L TYPE 1 NO SCAL 5/8" GYP. BD. TAPED A FINISHED U.O.N. 20 GA. METAL BOTTOM TRACK, ATTACH TO CONC. SLAB W/ POWDER ACTUATED TRACK FASTENERS "REDHEAD" #12324 ICBO 2415 OR APPROV. ED. • 4'0" O.C. MIN. 12" FROM ENDS AND SPLICES BOUND CARPET BASE SEE 3/A3.1 SIM. PROVIDE IN ALL AREAS WITH WITH CARPET FLOOR FIN. BASE TO MATCH FLOOR. CONS. SLAB WALL TYPE 2 0 SCALE NOTE: SEE FLOOR PLAN FOR ADDITIONAL INFORMATION MOLDING 3" = 1'0" CONTINUOUS MOOD TRIM W/ PLASTIC LAMINATE 111, TYP. OF ALL DRESSING Rodi WALLS. 5/B" GYP. BD. 3-1/2" STEEL STUDS O 24" O.C. SEE PLAN FOR FINISHES 20 GA. METAL BOTTOM TRACK, ATTACH TO CONC. SLAB WI POWDER ACTUATED TRACK FASTENERS "REDHEAD" #12324 ICBO'2415 OR APPROV. E0. 0 CO" O.C. MIN. 12" FROM ENDS AND SPLICES BOUND CARPET BASE SEE 3/A3.1 SIM. PROVIDE IN ALL AREAS WITH WITH CARPET FLOOR FIN. BASE TO MATCH FLOOR. CONIC. SLAB WALL TYPE 3 0 SCALE 3-5/8" X 20 GA. METAL STIRS AT 16° O.C. TYPE "X" 5/8" GYP. BD. TAPED & FINISHED U.O.N. 20 GA. METAL BOTTOM TRACK. ATTACH TO CONC. SLAB W/ PONDER ACTUATED TRACK FASTENERS "REDHEAD" #12324 1C80 2415 OR APPROV. E0. 0 4'0" O.C. MIN. 12" FROM ENDS AND SPLICES BOUND CARPET BASE SEE 3/A3.1 SIM. PROVIDE IN ALL AREAS WITH WITH CARPET FLOOR FIN. BASE TO MATCH FLOOR. CONIC. SLAB <>WALL TYPE 4 0 SCALE mom m I LLI I I TE 1. CONTRACTOR TO LAY OUT EM OE STORE PRIOR TO START OF ANY CONSTRUCTION. CONTRACTOR TO NOM TERLA.i'S REP. AND/OR PROJECT ARCHITECT OF ANY DISCREPANCIES IYIAEDIATELY AND PRIOR TO START OF CONTRACTION. CONTRACTOR TO PAY PARTICULAR ATTENTION TO LAYOUT Of STOREFRONT. ANY DOCREPAMICIES BETWEFN EXISTING CONDITIONS AND PLANS TO BC RELAYED TO ANN DONOHUE AT (610) 429 -4470 PRIOR TO START OF CONSTRUCTION. 2. ALL SURFACE MOIRNTED"STANDAROS SHALL RE TOO" IN LENGTH 6" AFF AND O 2'0" O.C. USE HNLIT TOGGLE BOLTS +206783 TO SECURE STANDARDS TO WALLS SCREW FEAR TO FLUSH WITH FACE OF STANDARD AND PAINTED TO MATCH STANDARD. (SUPPLIED 3. APPLY WITH �OPREN£ CONTACT ADHHESI�VE SUCH AS ARMORE CEMENT TR703)TOR CLEAR OR NAILS. G.C.) 4. ALL DRYWALL FINISHES, INLCUDINO STOCKROOM AND TOILET ROOM TO BE FINISHED SMOOTH. 5. HANDICAPP`iD DRESSING ROOM SHALL RECEIVE TWO CLOTHES HOOK PLAQUES MOUNTED AT 45" AND 72" AFF ALL OTHER DRESSING ROOMS SHALL RECEIVE ONE PLAQUE MOUNTED AT 72" AFF 6. CONTRACTOR TO FURNISH AND INSTALL 1/4" PLATE GLASS MIRRORS. BOTTOM OF MIRROR TO BE 6" AFF. USE POLISHED ALUM. ':C' MOULDING. SILICONE EDGES WITH CLEAR SILICONE - WIPE OFF EXCESS FOR A CLEAN SMOOTH FINISH. SEE ELEVATIONS FOR HEIGHTS AND DETAILS FOR WIDTHS OF MIRRORS. USE 2 SIDED TAPE ON BACK OF VERTICAL MOULDING. 7. CONTRACTOR TO INSTALL TENANT SUPPLIED 3'0" X 2'0" DISPLAY GRID 0 6'6" AFF. B. CONTRACTOR TO INSTALL FITTING ROOM SKIN AND ALL OTHER LETTERING AND SIGNS PER ELEVATIONS. 9. ALL ELECTRICAL SWITCHES, OUTLETS. SWITCH PLATES AND OUTLET COVERS TO BE FINISHED WHITE. NO COLORED PLATES WILL BE ALLOWED. 10. WATERPROOF M£REBRANE MUST BE APPUED UNDER ALL FLOOR FINISHES WHERE PLUMBING FIXTURES OR CONNECTIONS ARE LOCATED (PER LOCAL CODE). 11. RELOCATE SMOKE DETECTORS AS PER CODE 12. NO COMEKOTBLE MATERIAL ALLOWED ABOVE CEILING. (NEW CONSTRUCTION). 13. CONTRACTOR TO VERIFY CONDITION OF EXISTING 5/8" TYPE "X" GYP. 8D. & DEMISING WALLS AND 0 EXISTING FURRING CONDITIONS PRIOR TO SUBMITTING BIDS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPLACEMENT Of FURRING & GYP. BD. &/OR REPAIR OF SAME AS REQUIRED BY PLAN & DETAIL SPECIFICATION CONTRACTOR TO EXTEND FRAMING & GYP. BD. TO DECK ABOVE TO MAINTAIN ASSEMBLY RATINGS THRU OUT ENTIRE SPACE. 14. G.C. TO INSTALL ONE (1) 2A -1D13C FIRE EXTINGUISHER FOR EVERY 3000 SOFT. OF FLOOR AREA. TENANT TO SUPPLY. 15. G.C. TO SUPPLY & INSTALL MEDICINE CABINET IN TOILET ROOM - MOUNT ON SIDE WALL. NOT TO COST MORE THAN $50.00. PROVIDE A 24" X 36" MIRROR ABOVE SINK. 16. CONCRETE SLAB IS EXISTING. PATCH AND REPAIR AS REQUIRED TO RECEIVE NEW FINISH. ALL FLOORING TRANSITIONS TO BE FLUSH. SLAB AT STOREFRONT TO BE GROUND DOWN AS REQUIRED. 17. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. AND A SKIN MUST BE PROVIDED ON OR ADJACENT TO THE DOOR STATING, "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" SON SHALL BE LETTERS NOT LESS THAN ONE (1) INCH HIGH ON A CONTRASTING BACKGROUND. 18. CONTRACTOR SHALL INSTALL ONE (1) STARTER UNIT HANGER STORAGE RACK PROVIDED BY TENANT, SIZE 32 -1/2"1 X TWIT. CONTRACTOR TO VERIFY INSTALLATION METHODS AND LOCATION WITHIN STOCKROOM WITH TENANTS REP. 19. G.C. TO PROVIDE AND INSTALL MANAGERS DESK. SEE DET. 2/A3.1. 20. NO MATERIAL CONTAINING ASBESTOS OR ASBESTOS BASED PRODUCTS WILL BE ALLOWED ON THIS PROJECT. 21. CONTRACTOR TO INSTALL TWO NEW TRAFFIC COUNTERS PROVIDED BY TENANT AT ENTRY. 22. CONTRACTOR TO USE 20 GA. METAL STUDS AS SPECIFIED. 25 GA. METAL STUDS WILL ONLY BE ALLOWED AS SPECIFIED IN DETAILS. CONTRACTOR WILL BE HELD LIABLE FOR REPLACEMENT OF ANY FRAMING THAT DOES NOT MEET PLAN SPECFICATIONS. 23. CONTRACTOR TO CHECK SIZE OF PHONE BOARD WITH LOCAL BUILDING DEPT. OR PHONE CO. MAKE PHONE BOARD AS SMALL AS POSSIBLE. CITY OF TURWILA APPROVED JAN 1 3 1997 AS NOTED 6UILDiNG DIVISION W.LI ARCHITECT 90 E. MARKET ST. SUITE 380 EST CHESTER PA 19382 10 429 4470 5642 REGISTERED ARCHITECT NO. DESCRIPTION DATE REVISIONS ALL FIELD CONDITIONS AND DIMENSIONS ARE TO BE FIELD VERIFIED PRIOR TO CDMMENCYENT OF THE WORK. ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK - THESE DRAWINGS ARE THE PROPERTY OF JOHN WILAAM LISTER. A.I.A.. ARCHITECT.. THEY ARE NOT TO BE REPRODUCED IN PART OR IN WHOLE WITHOUT THE CONSENT OF JOHN WILLIAM ASTER A.I.A.. ARCHITECT. THEY ARE TO. BE USED ON THE PROJECT NOTED HEREON ONLY. modern woman STORE # 2311 SOUTHCENTER PLAZA TUKWILA, WA SHEET TITRE FLOOR PLAN NOTES 12 -20 -96 °ATE, 1/4" ScuE AND WHRO Br By M461 PH�EL, S SHEET NUMBER A0.1 RECEI��O CITY OF TUI<� ?I!.A PERMIT CENTER 70'0" LEASE DIMENSION p,.ANN- Oro r•,,:.N'4I6' / I101 — Add dp„, des 5" 10` 0 13.3.. 1.0•• 1.0" 5 2 TO' TV' TO- 1 -20' iiii ■ l f , / j1o('b - Add 5cco1. d ,moo 3'5 -1/2- REUSE GRAB BARS. T PAPER HOLDER AND FROM OLD TOILET 1- SALES AREA FLOOR FIN: 4 5 6 00m m ®m 1 HOUR CORRIDOR FLOOR FIN: O BASE FIN: O WALLS FRt CONTRACTOR TO PROVIDE 5/8" GYP. BD. TO COVER OVER INSIDE OF WINDOW. PATCH TO MATCH EXISTING ADJACENT SURFACE. TYPICAL OF 2 SEE ELEV. ON A2.1 ()SHEET I-4/0 T FLOOR FIN: BASE FIN: WALLS FIN: IS5NG DEMISING WALL STOCK ROOM SEE NOTE $2 ON SHEET A0.1 CISHAIRAP FIXTURES PO N FOR IEFETEIU O&Y. TEES FIX1RRES ARE PROVIDED BY TIE TEWAR. INSTALLED BY TIE G.C. Me SHILL DLIPLY WITH ALL BARRIER FREE REGULATIONS. VERIFY WITH TENANT'S REP. EXACT LOCATION OF COUNTER TRIOR TO LOCATING & ROUGHING IN ELECTRIC./ SERVICE MOOT FITTING ROOM FLOOR FIN: O BASE FIN: O WALLS FIN: 00 SEE ELEV. ON A2.1 FITTING ROOM I- IALLWAT 2'5" 2'5" FLOOR FIN: O BASE FIN: D WALLS FIN: O 18 SEE ELEV. ON A2.1 fflf/1f� EXISTING DEMISING WALL DISPLAY GRID (TYP. OF 7) SEE DET. 9/A3.1 SEE NOTE 17 ON SHEET A0.1 3 BUILT -IN SEAT (TYP. OF 6) SEE DET. 6/A3.1 COAT HOOK (TYP. OF 9) SEE DET. 1/A3.1 SEE NOTE /5 ON SHEET A0.1 3.5 -1/2" LOGO WALKOFF MATT /4 FVC BUILT -IN SEAT TRENCH FLOCK SLAB AS REWIRED T0. INSTALL TDD€R FLOOR CONDUIT. PATCH TO MATCH EXISTING G.C. TO SUPPLY AND INSTALL BRAKE METAL ENDCAP TO MATCH EXISTING MUWONS 66'6" LEASE DIMENSION 21P, Ilk AP/ TINT WINDOWS /2� k FLOOR PLAN SCALE: 1/4" = CITY OF TUKWILA APPROVED JAN 1 3 1997 AS NOTED BUILDING DIVISION MIRROR (TYP. OF 7) SEE DET. 8/A3.1 SEE NOTE /6 ON SHEET A0.1 W. LISTE RCH I TECT 90 E. MARKET ST. SUITE 380 ST CHESTER PA 19382 1610 429 4470 WgaL0 [SOME) BIRNES - EXISTING WALL ® - NEW WALL TYPE 3 8'0" HIGH ® - NEW WALL TYPE 2 - NEW 1 HOUR TYPE 4 ALL WALLS TO BE TYPE 2 U.O.N. ALL EXPOSED MASONRY WALLS TO BE WALL TYPE 1 ASSEMBLY SEE A0.1 FOR WALL TYPES NO. DESCRIPTION DATE REVISIONS AU. FIELD CONDITIONS AND DIMENSIONS ARE TO BE FIELD VERIFIED PRIOR TO COMMEN000NT OF THE WORK. ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF T140 ARCHITECT BEFORE PROCEEDING WITH THE WORK 0105E DRAWINGS ARE THE PROPERTY OF JOHN WIWAO 0STER, A.I.A., ARCHITECT. THEY ARE NOT TO BE REPRODUCED IN PART OR IN WHOLE WITHOUT 114E CONSENT OF JOHN WIWAM LISTER A.IA. ARCHITECT. THEY ARE TO BE USED ON THE PROJECT NOTED HEREON OILY. modern woman STORE # 2311 SOUTHCENTER PLAZA TUKWILA, WA SHEET IDLE FLOOR PLAN 12 -20 -96 691E 1/4" n.1. AMO aIAMN ar CHECKED BY M4/617 SHEET NUMBER A1.1 RECEI`i'D Z . PERMIT CENTER FIN. /11 SOFFIT AT 9'O" AFF OPEN TO STRUCTURE ABOVE t CH2 /2. 7 -1/2• 1 I- R4 8'0" CH2 R1 4, 2'0..4, 2.6.. 3� R1 uun iaroi .2 n 4'D" 1 n1 3.0.. A 2.6" R4 c } R1 1 ■1111 111111 R1 I1n11 Il ■ ■n 3' /2" 1 RI ianal aaan R1 121 R4 R1 Isant maml R4 r 2'0" R7 f lacnt 1 ■nn Inn. 4'0" R R1 fans. iv 6.0.. 2.0.. R4 i�4 t 4 k I t •i .� R3 R3 11, R • R3 R3O_. i■nn auai R1 Faaail nnn :1 1111 6' R2 0 —ic 2'0" '3 R1 R1 1:1111 n u■■n R3 R R1 I1 ■111 1■ull 5'0 2T' 6'0" 4 4 4 4 4 639 R39 R39 639 R39-4 EQUAL 12'0" 2'O" 2'0' GYP. 8D. CEIUNG PAINT #18 AT 10'0" AFF CEILING /19 AT 10'9" AFF I. 2'0" I CENTER LIGHTS OVER DOOR 1x160109 0 R1 2.0" / R1 R4 R4 CH2 CH2 CH2 CH2 CH2 CH2 10'0" E0. -- R T 3'3 -1/2" CH2 CH2 CH2 CH2 CH2 Ch in 2 R2 6 R2 0 I1n11 1■asai uem 2.0 R2 GYP. BD. CEILING PAINT /18 AT 8'0" AFF OPEN TO STRUCTURE ABOVE FIN. /11 SOFFIT AT 9'0" AFF CITY OF TUKWILA ,4r"YHUtD JAN 1 3 1997 AS NOTED BUILDIN., DIVISION CENTER FIXTURE IN TILE R2 0 CEIUNG /19 AT 9'6" AFF ro EQUAL , 210" , 2'0" '1 2.0" , 2•D" 4 EQUAL FIN. /11 SOFFIT AT 9'9" AFF TO AUGN WITH CASH/WRAP BELOW 0 0 W. LI ARCHITECT 90 E. MARKET ST. SUITE 380 EST CHESTER PA 19382 161 0 429 4470 80. DESCRIPTION DATE REVISIONS AU. FIELD CONDRIDNS AND MYENST0N5 ARE TO BE FIELD VERIFIED PRIOR TO COMMENCIILNT OF THE WORK. ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK THESE DRAWINGS ARE THE PROPERTY OF JOHN WILLIAM LISTER, A.N.A.. ARCHITECT. THEY ARE HOT TO BE REPRODUCED IN PART OR IN WHOLE WITHOUT THE CONSENT OF JOHN WILUAM LISTER A.I.A.. ARCHITECT. THEY ARE TO BE USED ON THE PROJECT NOTED HEREON ONLY. modern woman STORE # 2311 SOUTHCENTER PLAZA TUKWILA, WA SHEET TITLE REFLECTED CLG. PLAN 12 -20 -96 °A. 1/4" SCALE AMD 8080 1'Y MONO BY IA6171 rB SHEET RUINER A1.2 REIVD CITY OF CETUEKWILA PERMIT CENTER FITTI 1 I11� `:\ �� FITTING ROOM _ �\ : & ROOM F.R. HALLWAY ELEV. SCALE: 1/4' = 1' -0" PAINT /16 CARPET BASE /6 F.R. HALLWAY ELEV. FITTING ROOM SCALE: 1/4" = 1' -0" CARPET BASE 16 F.R. HALLWAY ELEV. SCALE: 1/4" = 1' -0" COAT HOOKS - 1 -1/2" DIA. SEE DET. 1 /A3.1 - INNF.R HALL WALL SCONCE PAINT /161 FITT FIN. /11 AV1. /6 ADO /l6 r f6 MNIM 11-- O I O ING /. �cc vc...c urv.c MI 111111. ■_II!1 L _ F. FIT RI A \ \\ v _• TO STILES _41___ MN III:11= 1 MIRROR f7 CARPET BASE /6 TING F.R. HALLWAY ELEV. SCALE: 1/4" = 1' -0" ®VINYL WALLCOVERNG COAT HOOKS - CTR. ON WALL - SEE DET. 1/A3.1 FITTING ROOM SCALE: 1/4" = 1' -0° PAINTED GYP. 80.16 WOOD TRIM - TYP. INYL WALL COVERING 3' X 2' Tit ID SEE DETAIL 10/A3.1 CARPET BASE #6 2 WAY MIRROR SEE DET. 9/A3.1 FITTING ROOM SCALE: 1/4" = 1' -0" BUILT -1J SEE DET. 6/A3.1 EXISTING BLOCK COLUMN PRaWDED BAR TENANT HARDWARE PROVIDED P BAR AN HARDWARE INSTALLED BY G.C. it 11 INSTALLED B0 G.C. 1 11 10 FITTING ROOM SCALE: 1/4" = 1' -0" MIRROR 1/4" THICK PLATE O INSTALLICCHROME"J" MOLD • 80TTDM:OF MIRROR SEE DET. 9/A3.1 FITTING ROOM SCALE: 1/4" = 1' -0" t) N. #12 PAINT 116 10 PAINT /16 10 EXISTING STOREFRONT LOGO DECALS - LOCATION PER TENANTS REP. TYPICAL OF 5 LOCATIONS FRONT ELEVATION fi SCALE: 1/4" = 1' -0" SIGN PROVIDE BY TENANT n�LLOOCATITIONN BY 0 11 HANGER BAR AND HARDWARE PROVIDED BY TENANT INSTALLED BY G.C. `- �.�" / O I O / . ,,.... r /. �cc vc...c urv.c / r...n. i,v I -� rwni 110 �.�/ run, iii I'v /v 1 _ _ O. 2.3.. EO. JD c F S °° i�r / L/ OPEN TO MING _<\\\0 CARPET BASE CARPET BASE CARPET BASE /6 J CARPET BASE 55 HANGER BAR AND HARDWARE FIN. /12 PROVIDED BY TENANT INSTALLED BY G.C. PAINT 516 CARPET RASE /6 ARPET BASE /6 SIDE ELEVAT IcaIbkmo o SCALE: 1/4" = 1' -0" APPROVED HANGER BAR AND HARDWARE PROVIDED BY TENANT INSTALLED BY G.C. PAINT 4017 PAINT /16 SEE DETAIL 3/63.2 PAINT 116 PAINT /17 JAN 13 1997 AS NOTED BUILDING DIVISION PAINT 516 CARPET BASE /6 - -O `CARPET BAS CARPET BASE /5-/ CARPET BASE 56J CARPET BASE /6 REAR ELEVATION SCALE: 1/4" = 1' -0" W. LI ARCHITECT 90 E. MARKET ST. SUITE 380 EST CHESTER PA 19382 610 429 4470 NO. DESCRIPTION DATE REVISIONS ALL FIELD CONDIDONS AND DIMENSIONS ARE TO BE FIELD VERIFIED PRIOR TO COIIMENCUENT OF THE WORK. ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK THESE CRAY/MS ARE THE PROPERTY OF JOHN WIWAM LISTER, AIA, ARCHf0ECT. THEY ARE NOT TO BE REPRODUCED IN PMT OR IN WHOLE WITHOUT THE CONSENT OF JOHN WILLIAM USTER A.I.A. ARCHITECT. THEY ARE TO BE USED ON THE PROJECT NOTED HEREON ONLY. modern woman STORE # 2311 SOUTHCENTER PLAZA TUKWILA, WA SHEET TRLE ELEVATIONS 12 -20-96 DATE AS SHOWN SCR. Au, DRAWN BY CHSMED BY 61617 FNINEC< 4 SHEET NUMBER A2.1 SEE 1/A2.2 FOR STOCK ROOM FINISHES STOCK ROOM SCALE: 1/4' = 1' -0' PAINT %18 SEE 1/82.2 FOR STOCK ROOM FINISHES STOCK ROOM SCALE: 1/4" = 1' -0' SEE 1/A2.2 FOR STOCK ROM FINISES STOCK ROOM SCALE: 1/4" = 1' -0" NOTE: SIGNAGE UNDER SEPARATE PERMIT LREYPLATE STANDARDS. BRACKETS ND ACES. — 3/4° X 14' PLYAOOD SHELVES O 1-0 ELEC. CONDUIT NANC1NG 800 BY S.C. PAINT #18 MANAGER'S DESK — SEE OET 2/A3.1 FIN /13 STOCK ROOM SCALE: 1/4" = I' -0" 10'0 OLUMN ELEV SCALE: 1/4" = 1' -0" A CITY Of TUKWILA APPROVED ' \ JAN 13 1997 F1Ji[D Luv u DIV13tC1!d Fri------- ®---- - - - - -' ll— ----- ®� ®- !----------- - - - - -- -- - - ■ ■�� EEMENIIIIIIIIIIESEMEEEEE --------- - - - - -- _ ffiffi, �,(� /� J'_` ��4 mpumplium minsamounwumuNewriernmsampimmummumpio ____5__ MAMA ammumenummismismimmonommil Eli rill - - -- - -- -- �! ® -- 1 i r�IirMi HeaE ®1f ®�iL �� -■ 1I EllE EMI IEHE I®■ I•■ J ice% LOGOS PROVIDED BY TENANT EXACT LOCATION PER TENANT 171b DIO°I 1, ., STOREFRONT ELEVATION SCALE: 1/4" = 1' -0" BRAKE METAL ENDCAP TO MATCH EXISTING MULLIONS. G.C. TO SUPPLY. AND INSTALL `'NT WINDOWS 120 iNE RES ■ 1 ■- W. LIS ARCHITECT 90 E. MARKET ST. SUITE 380 EST CHESTER PA 19382 10 429 4470 N0. DESCRIPTION REVISIONS ALL FIELD CONDITIONS AND DNAENSIONS ARE TO BE FIELD VERIFIED PRIOR TO COMMENCMENT OF THE WORK. ALL DISCREPANCIES ARE TO BE BROIMM To THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK THESE DRAWINGS ARE THE PROPERTY OF JOHN WILLIAM LISTER. ANA, ARCHFTECT. THEY ARE NOT TO BE REPRODUCED IN PART OR 84 WHOLE WITHOUT THE CONSLM OF JOHN YAILLWA LISTER ANA, ARCHITECT. THEY ARE TO BE USED CPI THE PROJECT NOTED HEREON ONLY. modern woman STORE # 2311 SOUTHCENTER PLAZA TUKWILA, WA SHEET TITLE ELEVATIONS 12 -20-96 DATE AS SHOW S ., ABE BY CAMPO ire LAV617 Her SHEET NUMBER A2.2 CITY OF 'u'r'.•' i 24 PERMIT CENTER A 3.1 • BASE MIRROR .9THREE SIDES WITH CONT. CHROME "J" MOLD EXCEPT BUTT !LINTS WHERE MIRRORS MEET SI THREE -WAY MIRROR DET. SCALE LOCATE BRACKETS TIGHT TO VERTICAL GRID MEMBERS TO PREVENT LATERAL MOVEMENT 3/4" WOOD TRIM - FINISH P.L. #11 (TYP OF ALL FITTING ROOM) GRID ELEVATION CALE: 1 -1/2" = 1' -0" FITTING ROOM WALL (TYP) 3/4" WOOD TRIM - FINISH P.L. #11 (TYP OF ALL FITTING ROOM) FULL HEIGHT WALL (TYP) 3/4" (TYP) WALL CAP DETAIL 8'0" AFF rJ 3/4" (TYP) WALL FACE DETAIL TRIM DETAIL 0 SCALE 1/4" PLATE MIRROR ifr ME CONT. POLISHED CHROME -CONT. HT, AT FEATURE O'SPL AY GYP. 8D. O/ LT. GA. FRAMINT SEE ELEV. AND FIN. PLAN TRIM DETAIL 0 SCALE MIRROROTWO SIDES WITH CONT. CHROME 'J' MOLD EXCEPT BUTT JOINTS WHERE MIRRORS MEET SIM • BASE I/4- PLATE GLASS MIRROR OR. F7AL HT. (ID SEAMS) POLISFBA CHROME "J" MOLD CARPE1 '0/ BASE TOP EDGE BO C BY CARPET CONTRACTOR. SEE FLOCK PLAN FOR LOCATIONS CARPET BASE TO SE GLuEO AND STAPLED wit PER LEGEND (Gat 000) PER 'FINISH SCHEDULE" SL BASE DETAIL @ MIRROR SCALE: 6" = 1' -0' FITTING ROOM 2 -WAY MIRROR DET. 0 SCALE FINAIL SLOTS 1' LONG 2 0" O.C. 1. SQUARE TUBING 111909 ADJUSTABLE BOTTOM FOR LEVELING FRONT VIEW SIDE VIEW 2 FASTENERS NEEDED PER BRACKET UT RIGGER DETAIL SCALE: 1/2" = 1' -0" 2'01W X 5'0 "L FIN 413 P. LAM. COuNTERTOP SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR 3/4' PLYWOOD BRACE AS REWIRED FIN. 2" X 4" (DOA) X 12" BACKING PLATE FINISHED FLOOR STOCK ROD1H WALL ANAGER'S DESK 1/4" PLATE GLASS MIRROR BET STANDARDS FULL HT. MTL. STUD BLOCKING 0 STANDARDS SCALE: 1° = 1' -0" GYP. . 0/ 3 1/2" 8D METAL STUDS BUTT JOINT AT INSIDE CORNER FILL JOINT COMPLETE WITH CIR. SILACONE SEALANT TYP. MIRROR AT BASE TYP. nWALL FINISH DETAIL k.,22/)NO SCALE NOTES: INSTALL SUSPENDED CLG. IN ACCORDANCE WITH U.B.C. STD. 25-17. AND CHAPTER 47 IN DETAILS 2A THROUGH 2C SUBSTITUTE 212. 24 GA. STEEL STUDS FOR SUSPENDED ACOUSTIC CLG. SYSTEM SHOWN. WIN MEMBERS AND SECONDARY MEMBERS TO BE SPACED AT 4'0" O.C. HANGERS SHALL BE, EMBEDDED OR SECURLY FASTENED TO STRUCTURE HANGERS SHALL BE SADDLE TIED AROUND MAIN MEMBER TO DEVELOP FULL STRENGTH Of THE FRAMING MEMBERS. LONER ENDS OF FLAT HANGERS SHALL BE BOLTED W/ 1/8" DIA. BOLTS TO MEMBERS OR BENT TIGHTLY AROUND MEMBERS AND BOLTED TO THE MAIN PART OF THE HANGER SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS. PINS, OR PLATES W/ BENT TABS. DESIGN CONNECTORS FOR TWICE DESIGN LOAD OR ULTIMATE AXIAL TENSION. PROVIDE STRUT SUPPORT 0 12' O.C. EACH WAY 2'4- NOTE: CAULK WITH CLEAR LATEX ARCM EDGE OF PLA01E SO TO ACCEPT PAINT CCONTRACTOt SHALL UOLNT TOP OF PLAOL£ AT 5'0" AFF U.O.N. THE HANDICAPPED FITTING ROOM SMALL ALSO RECE1VE AN ADDITIONAL REVUE WITH THE TOP OF THE PLAGUE MOUNTED AT 48" AFF BRUSHE(D ALUMINUM COAT HOOK LIED PER I EDEBY TENANT. INSTALLED BY CONTRACTOR MOUNT WOOD PLAQUE. OVER GYP. B. my (2) E0. SPACED HOLLOW WALL ANCHORS OF APPROPIATE LENGTH. COUNTERSINK AND FILL ANGIDR HEADS 4150 0 50I PLANE TO WALL 1 P. CLOTHES HOOK DETAIL 12 GA. PERIMETER HANGER WIRES TYPICAL 0 THE TERMINAL ENDS OF EACH CROSS AND MAIN RIMER SCALE: 3" = 1' -O" 1'4" 10" 1 -1/2 "H X 3/4 "W W000 BLOCKING ---2X BLOCKING 3 5/8" METAL TRACK SCREW TO STUDS _--3/4. PLYWD. BENCH DETAIL COMPRESSION POSTS 6.0. MAX. FROM WALL 0 12'0° 0.C. EA. WAY DIAGONAL BRACING SCALE: 1 -1/2" = 1' -0" 4" MAX. SEISMIC LOCKING PIN 12 GA. WIRE 0 4'0" 0.C. MAIN MEMBER LG. CLIP DETAIL 0 SCALE is EILING AT WALL SCALE 45" TO EA. MEMBER TYP. OF 4 45° TO EA. MEMBER 11 TYP. OF 4 � � 2" MAX. OMPRESSION POST SCALE 1/2" GAP WALL TRIM 12 GA. VERT. WIRE 1/2° DIA. THIN WALL ELEC. CONDUIT CONTINUE TO ROOF DECK /STRUC. ABV. 3/4 THIN WALL ELEC. CONDUIT DRILL HOLE AND INST. BOLT FOR LOCKING NUT OR SCREW SLOT TUBE TO SLIDE OVER TOPS OF EA. RUNNER 12 GA. SPLAY WIRE IN PLANE OF MEMBER-ALL WIRES ATTACHED TO MAIN MEMBER MAIN MEMBER FINISH /6 (CARPET) 0/ ALL EXPOSED SURFACES GLUED AND STAPLED 3 5/8" METAL TRACK, ATTACH TO FLOOR W/ POWDER DRIVEN PINS BRACKET TO SUPPORT WEIGHT LOCATE AT ONE GRID SQUARE FROM TOP 8 SIDE - BUTT AGAINST VERTICAL WIRE EACH SIDE TO PREVENT LATERAL 005041ENT CITY OF TUKWILA APPROVED JAN 13 1997 AS NOTED BUILDING DIVISION 36" X 24" GRID - TOP OF GRID TO BE 6'0" AFF BRACKET TO SUPPORT WEIGHT LOCATE AT ONE GRID SQUARE FRQI TOP E SIDE - BUTT AGAINST VERTICAL WIRE EACH SIDE TO PREVENT LATERAL MOVEMENT GRID SECTION SCALE: 1 -1/2" = 1' -0" s We LS '1 ARCH 1 TECT 90 E. MARKET ST. SUITE 380 WEST CHESTER PA 19382 .10 429 4470 N0. DESCRIPTION DATE REVISIONS ALL FIELD CONDITIONS 410 DIMENSIONS ARE.10 BEHELD VERIFIED PRIOR TO COLMENCMENT OF THE WORK, ALL DISCREPANCIES ARE 10 BE BROUGW0 10 THE ATTENTON OF THE ARCHITECT BEFORE PROCEEDING WTHTHE WORK THESE DRAWNGS ARE THE PROPERTY OF JOHN WLLWA LISTER, 4.04.• ARCHTTECT. THEY ARE ACT To BE REPRODUCED M PART 00 IN WHOLE WITHOI.( THE CONSENT OF: JOHN WLLIRM 0STER 400900CT. THEY ARE TO DE USED ON THE PROTECT NOTED HEREON ONLY. modern woman STORE # 2311 SOUTHCENTER PLAZA TUKWILA, WA SHEET DTLE DETAILS 12 -20-96 08TE AS SHORN SfsLE Amp OR■WN I1, C Hm(m H3Y 1M617 Mica! SHEET NuMBER A3.1 RECE`"-' CITV OF PERMIT 0ENT89. I ±_____J NJ I I 7 F-1 1 nnn 3/4" WOOD TRIM - FINISH P.L. #11 (TYP OF ALL FITTING ROOM) GRID ELEVATION CALE: 1 -1/2" = 1' -0" FITTING ROOM WALL (TYP) 3/4" WOOD TRIM - FINISH P.L. #11 (TYP OF ALL FITTING ROOM) FULL HEIGHT WALL (TYP) 3/4" (TYP) WALL CAP DETAIL 8'0" AFF rJ 3/4" (TYP) WALL FACE DETAIL TRIM DETAIL 0 SCALE 1/4" PLATE MIRROR ifr ME CONT. POLISHED CHROME -CONT. HT, AT FEATURE O'SPL AY GYP. 8D. O/ LT. GA. FRAMINT SEE ELEV. AND FIN. PLAN TRIM DETAIL 0 SCALE MIRROROTWO SIDES WITH CONT. CHROME 'J' MOLD EXCEPT BUTT JOINTS WHERE MIRRORS MEET SIM • BASE I/4- PLATE GLASS MIRROR OR. F7AL HT. (ID SEAMS) POLISFBA CHROME "J" MOLD CARPE1 '0/ BASE TOP EDGE BO C BY CARPET CONTRACTOR. SEE FLOCK PLAN FOR LOCATIONS CARPET BASE TO SE GLuEO AND STAPLED wit PER LEGEND (Gat 000) PER 'FINISH SCHEDULE" SL BASE DETAIL @ MIRROR SCALE: 6" = 1' -0' FITTING ROOM 2 -WAY MIRROR DET. 0 SCALE FINAIL SLOTS 1' LONG 2 0" O.C. 1. SQUARE TUBING 111909 ADJUSTABLE BOTTOM FOR LEVELING FRONT VIEW SIDE VIEW 2 FASTENERS NEEDED PER BRACKET UT RIGGER DETAIL SCALE: 1/2" = 1' -0" 2'01W X 5'0 "L FIN 413 P. LAM. COuNTERTOP SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR 3/4' PLYWOOD BRACE AS REWIRED FIN. 2" X 4" (DOA) X 12" BACKING PLATE FINISHED FLOOR STOCK ROD1H WALL ANAGER'S DESK 1/4" PLATE GLASS MIRROR BET STANDARDS FULL HT. MTL. STUD BLOCKING 0 STANDARDS SCALE: 1° = 1' -0" GYP. . 0/ 3 1/2" 8D METAL STUDS BUTT JOINT AT INSIDE CORNER FILL JOINT COMPLETE WITH CIR. SILACONE SEALANT TYP. MIRROR AT BASE TYP. nWALL FINISH DETAIL k.,22/)NO SCALE NOTES: INSTALL SUSPENDED CLG. IN ACCORDANCE WITH U.B.C. STD. 25-17. AND CHAPTER 47 IN DETAILS 2A THROUGH 2C SUBSTITUTE 212. 24 GA. STEEL STUDS FOR SUSPENDED ACOUSTIC CLG. SYSTEM SHOWN. WIN MEMBERS AND SECONDARY MEMBERS TO BE SPACED AT 4'0" O.C. HANGERS SHALL BE, EMBEDDED OR SECURLY FASTENED TO STRUCTURE HANGERS SHALL BE SADDLE TIED AROUND MAIN MEMBER TO DEVELOP FULL STRENGTH Of THE FRAMING MEMBERS. LONER ENDS OF FLAT HANGERS SHALL BE BOLTED W/ 1/8" DIA. BOLTS TO MEMBERS OR BENT TIGHTLY AROUND MEMBERS AND BOLTED TO THE MAIN PART OF THE HANGER SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS. PINS, OR PLATES W/ BENT TABS. DESIGN CONNECTORS FOR TWICE DESIGN LOAD OR ULTIMATE AXIAL TENSION. PROVIDE STRUT SUPPORT 0 12' O.C. EACH WAY 2'4- NOTE: CAULK WITH CLEAR LATEX ARCM EDGE OF PLA01E SO TO ACCEPT PAINT CCONTRACTOt SHALL UOLNT TOP OF PLAOL£ AT 5'0" AFF U.O.N. THE HANDICAPPED FITTING ROOM SMALL ALSO RECE1VE AN ADDITIONAL REVUE WITH THE TOP OF THE PLAGUE MOUNTED AT 48" AFF BRUSHE(D ALUMINUM COAT HOOK LIED PER I EDEBY TENANT. INSTALLED BY CONTRACTOR MOUNT WOOD PLAQUE. OVER GYP. B. my (2) E0. SPACED HOLLOW WALL ANCHORS OF APPROPIATE LENGTH. COUNTERSINK AND FILL ANGIDR HEADS 4150 0 50I PLANE TO WALL 1 P. CLOTHES HOOK DETAIL 12 GA. PERIMETER HANGER WIRES TYPICAL 0 THE TERMINAL ENDS OF EACH CROSS AND MAIN RIMER SCALE: 3" = 1' -O" 1'4" 10" 1 -1/2 "H X 3/4 "W W000 BLOCKING ---2X BLOCKING 3 5/8" METAL TRACK SCREW TO STUDS _--3/4. PLYWD. BENCH DETAIL COMPRESSION POSTS 6.0. MAX. FROM WALL 0 12'0° 0.C. EA. WAY DIAGONAL BRACING SCALE: 1 -1/2" = 1' -0" 4" MAX. SEISMIC LOCKING PIN 12 GA. WIRE 0 4'0" 0.C. MAIN MEMBER LG. CLIP DETAIL 0 SCALE is EILING AT WALL SCALE 45" TO EA. MEMBER TYP. OF 4 45° TO EA. MEMBER 11 TYP. OF 4 � � 2" MAX. OMPRESSION POST SCALE 1/2" GAP WALL TRIM 12 GA. VERT. WIRE 1/2° DIA. THIN WALL ELEC. CONDUIT CONTINUE TO ROOF DECK /STRUC. ABV. 3/4 THIN WALL ELEC. CONDUIT DRILL HOLE AND INST. BOLT FOR LOCKING NUT OR SCREW SLOT TUBE TO SLIDE OVER TOPS OF EA. RUNNER 12 GA. SPLAY WIRE IN PLANE OF MEMBER-ALL WIRES ATTACHED TO MAIN MEMBER MAIN MEMBER FINISH /6 (CARPET) 0/ ALL EXPOSED SURFACES GLUED AND STAPLED 3 5/8" METAL TRACK, ATTACH TO FLOOR W/ POWDER DRIVEN PINS BRACKET TO SUPPORT WEIGHT LOCATE AT ONE GRID SQUARE FROM TOP 8 SIDE - BUTT AGAINST VERTICAL WIRE EACH SIDE TO PREVENT LATERAL 005041ENT CITY OF TUKWILA APPROVED JAN 13 1997 AS NOTED BUILDING DIVISION 36" X 24" GRID - TOP OF GRID TO BE 6'0" AFF BRACKET TO SUPPORT WEIGHT LOCATE AT ONE GRID SQUARE FRQI TOP E SIDE - BUTT AGAINST VERTICAL WIRE EACH SIDE TO PREVENT LATERAL MOVEMENT GRID SECTION SCALE: 1 -1/2" = 1' -0" s We LS '1 ARCH 1 TECT 90 E. MARKET ST. SUITE 380 WEST CHESTER PA 19382 .10 429 4470 N0. DESCRIPTION DATE REVISIONS ALL FIELD CONDITIONS 410 DIMENSIONS ARE.10 BEHELD VERIFIED PRIOR TO COLMENCMENT OF THE WORK, ALL DISCREPANCIES ARE 10 BE BROUGW0 10 THE ATTENTON OF THE ARCHITECT BEFORE PROCEEDING WTHTHE WORK THESE DRAWNGS ARE THE PROPERTY OF JOHN WLLWA LISTER, 4.04.• ARCHTTECT. THEY ARE ACT To BE REPRODUCED M PART 00 IN WHOLE WITHOI.( THE CONSENT OF: JOHN WLLIRM 0STER 400900CT. THEY ARE TO DE USED ON THE PROTECT NOTED HEREON ONLY. modern woman STORE # 2311 SOUTHCENTER PLAZA TUKWILA, WA SHEET DTLE DETAILS 12 -20-96 08TE AS SHORN SfsLE Amp OR■WN I1, C Hm(m H3Y 1M617 Mica! SHEET NuMBER A3.1 RECE`"-' CITV OF PERMIT 0ENT89. ❑ FINISHED CEIUNG (1YP) 80 13' -0 1/8" FRONT - -'L 1 3' -D" 1 END PANEL (NOTE: COMMON TO BOTH UNITS) (2) 1/2" R ADY ROD PAINT FIN ATTACH TO RUCTIIRE ABOVE CEILING TYPICAL OF 6 LOCATIONS CASH /WRAP SOFFIT DETAIL SCALE: 1/2" = 1' -0" NOTE: CEILING UNITS TO BE CONSTRUCTED OF MDF AND LAMINATED WITH FIN. #11 MOUNTING ASSEMBLY TO BE DETERMINED IN FIELD BY G.C. NO INSTALLATION HARDWARE TO READILY VISIBLE SEE 'CEIL1NG/UGHTING PLAN' FOR LOCATION. SEE SHT A -6 FOR UGHTING SPECIFICATIONS. (TYP OF BOTH) 2' -0" FIN. ill FIN. %10 j 6" 3/4" TYP TYP. FRAME CONSTR. BY G.C. F1N. #10 FIN. #11 SIDE ELEVATION FRONT ELEVATION FINISHED CEILING - (TYP) 20' -9 1/8" FRONT FOCAL WING WALL DETAILS SCALE: 1/2" = 1' -0" FIN #10 TILED GRAPHICS 3 NOTE: /I'o INDMDUAL 3/4" X 23" X 69 1/2" PARTICLE LE BOARD CENTER ON WALL FOCAL, HOLD 5'2" OFF W /GRAPHIC TO BE ATTACHED. SEE o WALL GRAPHIC MANUAL FOR SPECIFIC INFORMATION (TYP. OF 4) 4, -0," '� 4'-Q" (2) 1/2" READY ROD PAINT FIN ATTACH TO STRUCTURE ABOVE CEILING TYPICAL OF 6 LOCATIONS FOCAL SOFFIT DETAIL SCALE: 1/2" = 1' -0" ISOMETRIC (REMOVABLE PANEL TYP.) P1bO 10c1 ROUTED RECESS INDMDUAL 3/4" X 23" X 48 1/2" PARTICLE BOARD FIN #10 (1YP. OF 4) 6" WING WALL 24" OR 36" 1/4" ROUT W /ROUND ENDS. PAINT #9 (TYP) TYP. FRAME CONSTR. BY G.C. FIN. 110 FIN. /11 SIDE ELEVATION FRONT ELEVATION WING WALL DETAILS SCALE: 1/2" = 1' -0" 1 1/2" 1111 11 .. , C 1 11 11 i MI 1 Ill il FRONT ELEVATION GRID WALL DETAIL SCALE: 1/2" = 1' -0" 6" WING WALL 1" SURFACE MOUNTED WALL STANDARD, BLACK. BLACK U- CHANNEL TO BE SIZED BY MANUFACTURER AND ROUT TO DEPTH OF CHANNEL. SEE DETAIL BELOW DRILLED BLACK U- CHANNEL STEEL BAR 3 HOLES EQUALLY SPACED. CITY PROVED ILA JAN 1 3 1997 AS 1%D1ED BUILDING 3/4" PARTICLE BOARD STANDARD NOTE: WOOD BLOCKING IN WALL AS REQUIRED) REMOVABLE PANELS (TWO SEPARATE PANELS) STATIONARY PANELS INDMDUAL 3/4' PARTICLE BOARD PANEL TYP. OF 4 . SIDE ELEVATION NOTE: ALL MATERIAL AND HARDWARE PROVIDE BY MATRIX INSTALLED BY G.C. W. CIS ARCHITECT 90 E. MARKET ST. SUITE 380 WEST CHESTER PA 19382 610 429 4470 N0. DESCRIPTION DATE REVISIONS ALL FIELD CONDITIONS AND DIMENSIONS ARE TO BE FIELD VERIFIED PRIOR TO COMWENCMENT OF THE WORK. ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE P905560NG WITH THE WORK THESE DRAWINGS ARE THE PROPERTY OF JOHN WILLUI4 LISTER, A.I.A.. ARCHITECT. THEY ARE NOT TO BE REPRODUCED IN PMT OR IN WHOLE WITHOUT THE CONSENT OF JOHN WILLIAM LISTER AAA. ARCHITECT. THEY ARE TO BE USED ON THE PROJECT NOTED HEREON ONLY. modern woman STORE #2311 SOUTHCENTER PLAZA TUKWILA, WA SHEET TITLE DETAILS 12 -20-96 .1E AS SNOY1-E 1A�11M BY A 3.2 CHECKED BY MY617 PAM, + SHEET NUMBER RECE" ' CITY OF % . PERMIT CENTER