Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D98-0259 - OLD NAVY - TENANT IMPROVEMENT
D98 -0259 17470 Southcenter Pkwy. Old Navy CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WASHINGTON 98188 f is CERTIF=ICATE :ISSUED. PURSUANT 10 THE REQUIREMENTS .OF SECTION 109 OF THE JN) F ORM BUILDING CODs: CERTIFYING. 1 IF'YING . TIIAT AT THE TIME OF ISSUANCE THIS STRUCTURE 1I�S IN COMPLIANCE WITH THE • VARIOI.JS ORDINANCES.. OF THE, CITY REGULATING BUILDING ONSTRUCTION OR USE.. FOR THE FOLLOWING: Occupant: OLD NAVY . 3u ii 1 d ny Address: 17470 SOIJ1 HCEN1 E;R PY Pair•ce l f : 262304-9110.. Owner: MEiK NORTHWEST Occupancy; STORE 0c.cupanc:y. Group: M Permii.t No: 09.8.-0259 Suite :No: Occupant Load 797 Type of font: TEN/1N IMPROVEMENT TO CREATE A NEW 24, 400 SQ `FT. 1 ENAI SPACE, BUILDIN/,A F"FICI:AL.� DATE THIS CE RT IFTCA 1 MIDST BE CONSPICUOUSLY, POSTED , ON 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: 262304 -9110 Address: 17470 SOUTHCENTER PY Suite No: Location: Category: ARET Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Permit No: Status: Issued: Expires: D98 -0259 ISSUED 08/20/1998 02/16/1999 Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERS .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: N Streams: Contractor License No: FISHEDI141PT OCCUPANT OLD NAVY 17470 SOUTHCENTER PY, TUKWILA WA 98188 OWNER MBK NORTHWEST Phone: 206 575 -8090 C/O TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 98188 CONTRACTOR FISHER DEVELOPMENT Phone: 415 468 -1717 1485 BAYSHORE BOULEVARD, SAN FRANCISCO, CA 94124 CONTACT RON MCKEAN Phone: 650- 874 -4131 901 CHERRY ST, SAN BRUNO CA 94066 *************************************************** * * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** Permit Description: TENANT IMPROVEMENT TO CREATE A NEW 24,400 SO FT TENANT SPACE. *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 450,000.00 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: $ 4,878.19 ***************************************.:*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: t�lL Date: r✓2-015 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:f aket � Print Name: aLta..V\ 4\A C 1/4A.1ls�>a. h____ Date @C /5 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: 17470 SOUTHCENTEP PY Permit No: D93-0259 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 07/28/1998 Parcel #: 262304-9110 Issued: 03/20/1998 *.kk**.**A14k***k*WA***.i.k*A***A**A***k****AAA*1*k*kkA**k*A.WAAA.**A.A.A-AA Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. 2. Plumbing permits shall_be obtained through. the Seattle-King County Department of Public Health. P1Om6ing will be inspected by that 'agency, including all gas piping (296-4722). 3. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248-6630). 4. All mechanical work shall be under separate permit issued by the City of Tukwila. . , 5. All permits, inspectionrecords, and approved plans,:shalT.be available at the job slte Prior to the start of any On- ruction. The documents are to be maintained and„aVail—:: able Until final inspection approval is granted. G. Any new ceiling grid and light fixture, installation reqUired to meet lateral bracing reqUIrements for SeiSMic Zone 3. 7. Partition walls attached to ceiling grid must be laterallY braced if over eight (8) feet in length'. 3. All to be done in conformance with approved plans and requirements of the Uniform Building Code 19')7 Edition) as amended, Uniform Mechanical Code (1997 Edition)„:„: and Washington State Energy Code (1997 Edition). 9. Any exposed insulations backing material shall have a F)ame.'.. Spread Rating of 25 or less, and material shall bear identt-:' fication showing the fire performance rating thereof 10. Validity of Permit. The issuance of a permit or approval. Of Li lans, .specifications, and comPutations"shall notpe scon- trued to be a permit for. or- an approval of, any,yiolatiOn of any of the provis ions of the buildi.ng code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid.. 11. There shall be no occupancy of the building(s) „until the final inspection has been completed by the Tukwila Building Inspector. 12. VENTILATION IS REOUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR OUALITY CODE, CHAPTER 51-13 WAC. /15 JUL 16 '98 01:08PM TUKWILR DCD /PW CITY UF��.�..UKWMLA Permit Centt; 6300 Southcenter Blvd., Suite 700, Tukwila, WA 98188 (206) 431 -3670 • :FOR- STAF.F.U. , 4/ _L_ Y -� -- Linn _[ io61f: alit. en Commercial / Multi-Family Tenant Coriiriforoi*./..moii:t6rniir Tenant Improvement ./.Alteratiort• Pern it'Ap1plication: 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 NameiT nant: Ori� /UAU Tfrd6 6 - Value of Construction: 9 r- ; 0 ,S;tr. AArlrrss: nib/ State/Zip: Tax Parcel Number. Property dw er. Ph • e: . Street Address: 0 11G Al &e on q Cis State/Zip: Fax #: �� BialliningNIMMINIIIIIII Phone: 'WS- _r 7 D Street A. •rss: City State/Z•: S' . - e ' i 1 l' Ln� - 4 _ea " . Fax #: ins-446g_ -I i Architect: C 4 (� //ti f `/ Phone: Street Address: City State/Zip: Fax tt: INEEMINIE Phone: t-/0 -45/-, Street Address: Cit State/Zip: 7 ,.: :04044 let - rk a - •, Fax #: Contact Person:, CKM41 /f Y1-6 /4P Phone: : OV J ' d 74 " "t Street Address�,i C. �f1= t , imp - City State/Zip: Fax #: 6750' g7 - 7562 Description of work to be done: . MOW / inn PRDUUif,,iT- Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Motel/Hotel ❑ Office ❑ Other ■qqq School/College/University ��� Proposed use: }}retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital /❑ Church ❑ Manufacturing ❑ MoteVHotel ❑ Office ❑ School /College/University ❑ Other Will there be a change of use? t2 yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? - ❑ no ,❑-dyes Existing fire protection features: hJ sprinklers 11 automatic fire alarm ❑ none ❑ other (speciif(y)�� Building Square Feet. ail, 7t 0 existing Area of Construction: (sq. ft.) ,R 7/ q,()(_- Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no L!� Attach list of materials and storage location on separate 812 X 11 paper indicating quantities & Material Safety Data Sheets vi t.i gq, L'lG4�hifOR g t I� E 4�fd1�1� 1 r1'F?ubl�idt rl,1a ❑ Channelization/Striping ❑ Curb cut/Access/Sidewalk ❑ Fire Loop/Hydrant (main to vault)#: Size(s)- ❑ Land Altering 0 Cut cubic yds. 0 Fill_. cubic yds. ❑ Sanitary Side Sewer #• ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent it Size(s): ❑ Water Meter Temp It Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone h� cyt, ❑ Hauling ❑ Landscape Irrigation 0 Private 0 Public 0 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.: Dare appllcatuon expires: Application by. (/nit/ols) () ,.PLEASE SIGN BACK OF APPLICATION FORM • CTPERMIT.DOC 1/29/97 JUL 16 '98 13 :18 2064313665 PAGE.04 37 JUL 16 '98 01:09PM TUKWILA DCD /PW P.5/5 ALL:COMMERCIAUMULT • MILY.TENANT IMPROVEMENT /ALTERA.T .PERMIT APPLICATIONS ; :f S TBE 'SUBMITTE'DTWITH.THE.FOLLO.WI • 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 WA SUBMITTED ❑r El Complete Legal Description I� ❑ 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). Pour (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 civilsite 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, r ❑ El Indicate proposed construction of tenant space or addition and walls being demolished C3 rt Construction details t_1 ❑ 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 ". 'F7ui {df.15LOWd mill tri g"0'4#3614'''!A61: hlt4i`igi: 'f140646 .j s r af', 4,•or a se,Ai, y' e t4:0 � i4t, h e�. Q ? � ! 1( 840./ n; � e obtain tinepa (yr II6e'.( e. i imgg&a §;padp�tfs.'sbn(G " •likjfye'il004ti,*ti I HEREBY CERTIFY THATI 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. ,Ouktis G'•O.' NE.F iH0 IZE 'E(�TT ..� "; ,.,., �. .r?lTl R, iG(j i,. ,.,..(r, ,'i�.',,, `S ',h:a'�l•.P'' , r,',.p -•,......g.., ,` in _ ,yy , 4� ',*4 :,i a , it :L.7.1;L... , U"°iiJ...;.L`'' �"'¢T�?.�s;y'�f,?r'i��BR.•..k,9 }. Signature: /!�%�L7 / Date: 7/2 I�/ ZtS4 Print name: / �' i 1 , i,► .r � - P ��i /// 6 /g' 4//� M '`��7 � F ��7 "ytL��S ' 7VIr". Addressl-K65 RAti mele..f_ Alva City /State/Zip sF LEI w e:26, CTPEPMIT.DOC I/29/97 JUL 16 '98 13:19 2064313665 PRGE.05 `�'` ,` .� ` ++++*a*A*++++A*+****+****+*A**+A*+++.A*A++*kkA+A**+.A*++**A+++ AA* '. ITV OF TUKNILA. NA }RANShIJ`.'� A A* ++*k A+k x*k *+*++A AA*+*.1**f�� TRHNSMIT Number: R9700814 Amount: 2.958.25 08/20/98 11:1. Pavment Method: CHECK Notation: FISHER D[VELOPME Init.: 8L+ - -~^ Permit No: D98-0259 TvoJ : DEVPERM DEVELOPMENT PERMIT Parc.el No: 262304-9110 Site Address: 1747O SDUTHCENTEk Total Fees: � 4,878.1')'', This Payment 2,958.25 Total ALL Pmts: 4,878,1«.' Balance . '�` �.0��� +i*+14 ait****71**+*a***+**171.*11+a**x*/.+***+*11+ica+*):**++51*+****o*:,,� Account Code 000/322.100 O00/386.904 , ' • Description �� � . Amoun�` BUILDING - NONRES ` . 2.951.K 'STATE BUILDING SUHCHARGE' ' ' 4.5<.' CITY OF TUKWILA FRcu-/ PAJ DCD 2953"75 Ptd DCD 4.50 CHECK 2958.25 08/24/98 19/ 08:31 0897 5017�'r� `' 5017 / _9719 �.�T.it, • q.5 +.0 ' , • ' • • • • f `���-�� +*++********A**«*+***+**+A++*+++A++*A�++*+++^*+++�*+*+�*+* CITY OF TUKNILA, NA *++++*+*+*a*+*+++.A**^**++*+++***+a** A+++*+a*tA+*A**+*A.*A ***+**a�� ./ TRANSMIT Number: R9700WO1Amount: 1-919.94 7/28/98 14:,-.,. Payment Method ..CHECK Notation: FISHER'DEVELUPME Initt BLP" Permit wo: D98-O259 . Tvpe: DEVPERM DEVELOPMENT PERMIT �� ` ` Total Fees: This Pivment 1,919r94 Total ALL Pmts: 919 9*�'/ _ lance: 2.958.2!7::: ^ '` yWrCD1q19,94 - - CITY `� ' ._~~L" RECEIPT Account Code '000/345.830'. Description. '� ` .Amouni. PLAN CHErX - NDNR�� ` . �` 1.919.94, |' ` `�' 07/29/98 19 16:43 0097 4080 | ��� � `� �' �/ — '—' TOTAL ~' ' -�r INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. 431 -3670 Project: p& Type of Insp ion: . - Address: 111410 ‘-x.., .r/ Date call 2 Special instructions: Date wanted: a.m. p.m. Requester: Phone: Approved per applicable codes. Corrections required prior to approval. n 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • PERMIT NO. (206) 431 -3670 Probt. idA VV Type of in tir '�-. Address: Date called: Special ,instructions: ' Date ic to a Request r: Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Qcc' P4-( Ica Mot FALL }-L, U ' t, s Mew coymt . $42.'0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ^ r�CH•. My�e�T! ���Y `R?��j'�St'��I:n+.;wrcm..'.�;� rsrc9{-;Y 'INSPECTION RECORD Retain a copy with permit INSPECTION NO. ra�� Rrrn-- +ny�•!e�;�.�..y.;��w.c;, ;�- :wa.— xrpezt^•m.7�. ;:.�;.r� �T'.= <,� °'i41 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 CP 0257 PERMIT NO. (206) 431 -3670 Project )j Nov tk t Type ofjnspectjpn: _ ) fire s: c� ��'. su�� sky Date alle I1 �� Special instructions: . (Aitis TG er ir a V a`Q- I1rnerck us-c_. Date wanted: l) �tCJ ei it/ •. Regl��ster LI /J jj e gUtI' "1 Phone No.: Approved per applicable codes. rrections required prior to approval. COMMENTS: (3__CO______4c -- 7....____O-_________i 6<-(77--- P "19 CC=14,Z7 (79- AfeC/ -,/• / ∎. -L_ /s 'G 7 -0 1',e -4 4 6k C ft • D G)C�Ir� £ - ,otrG7 G(67//7- T 7' - J/ Ad $42.00 ',' NSPECTION FEE, REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 5 C� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Projec t ,! 1r Typ T--K ec io n Address: Date called: Special instructions: Date wanted; r (t , 7.1y a.m. p.m. Request ,w/ IMF "1 Phone No.: 14. Approved per applicable codes. COMMENTS: 4cis. Corrections required prior to approval. Dated U $42.0 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. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - % 0259 PERMIT NO. (206) 431 -3670 Project: a. A . A Type of inspection: • Address: Date called: l aicilq-R, 7t1 *70 Sou-(GiCC Special instructions: Date wanted: r o/ 17/q(s am.,_ p.m. Reques g6-V'/ Y`-� Phone No.: roved per applicable codes. Corrections required prior to approval. COMMENTS: Inspe Date: $42. REINSPECTION FEE REQUIRED. Prior to instpection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: """ '''",;77-,,-"A'Ttirsr-sivr:7•17A'',":7v.:,,f•csrtr.?-,Ficrr-53,arivbrr."17.17•Y,"ViiMrEtV:1,)?3,7tIt.:14-7n:1-7."Trgilf 30 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southc n r BI d., #100; Tukwila, WA 98188 (206) 431-3670 Project: 1 d Type of inagp.mC: . l Addnre Lo 6 c.... Date called: 97— Special instructions: i:, Date wanted: R oeste6 1 vibirte- I 1-.- t -6Y1 Oi. Phoneg .17 6-- l .7 5I Approved per applicable codes. W'Corrections required prior to approval. COMMENTS: • At Al Apl(ANI 4,1 I I 11.1 I I I IA fAtri;;;..151M Mfg' lnspe ._,r# III $42.0 /REINSPECTION FEE REQUIRED. Prior to 1 spection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: (0 Receipt No.: Date: zr� INSPECTION NO. `' a "7'2"+C,r•..1,. _..., �� .r- :y^ry;tS':;!as- c�.rcxr:.... ^ °^�i?4..y �, ..,vt INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: 69 d Type of inspection N r kg-)`0.CP Oct. t�J Address: 7 a �1 Z Date called: E�� Special instructions: Date wanted: a.m. Requester: Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: Datef (T $42.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: \ INSPECTION NO. r^••very.{ T!r�':F'CiR7`�,iF�h'S.��.�y��.. • • • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r.:W-ozv PERMIT NO. (206) 431 -3670 Project: /'q_,O 407 AJOL-e.) Type of inspection Address: 7t 76 Date called: �fL/ / �G Special instructions: _, Date wanted: ( /ZZ6-riiii • . Requester: 1 h Phone No.: 2-06 — 575 -17ST Approved per applicable codes. Corrections required prior to approval. COICIIMENTS: Ar) e(P_�_,,. 'e7n v 1 $42. EINSPECTIdf1 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Date: TTT 0 Project Address City of Tukwila Fire Department Name 1.D • i7-0e) Vic Pc? "4‘7,41PM John W Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. Retain current inspection schedule Needs shift inspection Suite # )(/ Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: FPO c Authorized Signature (_INALAPP.FRM Rev, 2/19/98 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 981 88 • Phone: (206) 575-4404 • Fax (206) 5754439 AUG 12 1998 10:08 FR CORP. ARCH. /CONST. 650 874 7822 TO 914154684072 P•03/06 Aug-11-58 U4 _ 3bFr 'Kvi mtmta stvccre. 1 994 W • shin eton State NonreFiientiat Enero Code Compliance Form Lighting 1911• w4 1 •■roI =• Sella N...44.•.•••%3I h•fl. !sr Co..oi•int• • • 1.• •• ••.r isx• Project Info prD)ryet Addraec 'L 1:j 1-474‘.\.) — 1=1 . -- Dale B _ t l ..... 9 8 "-- We rtsI Fixture �e► e�l>a,n9 ��ts- CITY OF TUKWILA AUG 1 4 1998 PERMIT CENTER 'u'� ERC a t•t i R 77 -(11( ke4 k L*A,1 1�- .\ .. Ap0hcaniNomo. Applicant Adana Apprceal 'None Compliance Option Prrscnpt••e U9►t/ir19 rMer Atlo•w+ee 0 Symms AnalySt7 (Teo Qua4fn eton Creacahsi (o.er). IndlCalo Prsrrslptnt: & LFA soacr, clearly on dare Alteration Exceptions (cnecr Appreprtue Dcz) ❑ No cnsnyei errs bebn 9 made to the h9hling Less Iran 6o % ar the ranter% a►e ne... and 'retailed foahunp veena➢e ,e not Casing mcnosto ?•taximum Allowed Li tin Watt,nte (Interior Location tftnor■toorn no) Occl,prxr+�r Desvipt)on Allowed Watts pet n' •• "-- We rtsI Fixture Wuas Proomed - - MIFP' —•_ .. ............ ••••••••11111 = Coen Parting Oulabor Araae '2(c9 0.2W o.2 wort --•� Mt fueacse) 0.25 WI1 N " From Tame 13.1 lever). document ail eicoprronc men Irani IwtnotaK 'Total Allowed Wats e'cg toy pen•n) Proposed Li htin Wartage (Interior l (Mar not Emceed raft Alo..Ild Wan ref Interned t.00SDdI _ tnoeeIranm ••o•) — — Flstu•e Description f— Numtx.* of vartrres "-- We rtsI Fixture Wuas Proomed - - MIFP' —•_ �- i x4' FLUOR. Z'S 'Z ' MPS j -5 1 = Coen Parting Oulabor Araae '2(c9 0.2W o.2 wort --•� Mt fueacse) 0.25 WI1 N e'cg toy pen•n) S Wm 07 t 12 IX, r„ Toal Preposed Wan mar net reseed Topes Ationed Wells Ior Interior Maxialuxt Allowed Lighting Wattage (Exterior) Tool Prepoagt Want. Lec7trdn Detsenpllen AUo.odwstt5 oar Itr or per tr Area In rti (or 0 Ior pc•tt*•t•1er) Allom..o.varm • re (or a i^ Co.erec Panong 0.2 Wrftx Coen Parting Oulabor Araae '2(c9 0.2W o.2 wort --•� Mt fueacse) 0.25 WI1 N e'cg toy pen•n) S Wm .r.9 traC ndr, t Otee a the/ Inc rae]ae ores or Ina penmetor methods. taw nos 1xD 1A) TON Alxowx4 WI/It'S tta Extt n os) (may na eR+ie Taw Arian* weft'+ to. Censor) Location /Qttre Oesct'prion Mahone el Fixtures Mots/ C;i{yro r Wftm eropoeta N at3I to wind wxas may net exceed TOCil ato.e'd Wan lot Puerto► AUG 11 1998 10:38 AUG 11 1998 15:40 MR -0259 Taal Peopored Wens 20643133665 510 451 2297 PAGE•02 n✓bfL PAGE.02 AUG 12 1998 10 08 FR CORP. ARCH. /CONST. 650 874 7822 TO 914154684072 P.04/06 mull 1l iv-JO 11 • D'4 rn I.UR*'. rolum., %..u4z 1 . O:.IU• of-4 'OCC r I 7a.+•c,•iste•J • Nonresidential Energy C e r.Compliance Form • •r•• %O .. Lighting Permit Plans 1410•311•0e0132 Ems EM1l1 Cone Cor..(4.-rx f oITV Project 44droa4 0310 The lolb..np a►en•aat•n 4 worAts4ry to CMCk a IIgPl4+g mind aopl Cajun for CantalVlnco wrfn Ms *lop togvirartvnt3 in Ind 1994 wUfninglon 314I* Nonrya4f311e1 Energy Coast. 4DptcabiYty cock/ on. Cool • • Cam • • ant Informh'on R aired Loeatfon on Plrni liul34339 Desiitnenefn Nines Mani ainini vet no n a. MEM • 4040ul. with 7Pe indicant IeelGo•a MaIonlum Omit • 13340 15133 • •,.• Senoeule •nn - d ex . 'ware io ltwa+s 11 _�___y_•_ �moo_ 1L•:i.tii� v (•.I$bn• IndicatevarIYD' •I• on dvefnlfit7 • UN�,+�� Indicant!a ene an+� j t 1E1F:l.iYW.47*- -.^. -. recocat /Ale:•mend =,I E sdrivr t;tlwerf 9ckadule.nM G.td IEdrute%, R1d4ote.loClt•on WI ro r, i n) lin..t votealtyo lndICal. iOeapon y34 P4 n.1. _ tlf pnotnco4. Indic/UK IoeaUn p 1513,6 Inter IYrO Vtui•o1f Ind,cltf It7L'lMO ma r.a. 1513.61 r c •. ME On; SC7100J r•, d 4433Uona • rsTryg r.cmi a ono - - P4T .ptf. 9 P MOM .11111111 i • UT. Fw"i Cot" • attw aro ataen.m. Senedule wan MAUR • . I *• 011■• 1111111118 elt•L6Yf:-Mrrnii ii[1 'art • S. Dollattg. -irts Der from to ne n A. =11111111 . Jar WO, emeaf+ MECrl•M • or E meet 3cn .0 w,ln rt., . m 'Mod prov,ac eaplanat{ion_ AUG 11 1990 10 =39 AUG 11 1998 16:40 20643136GS AQGE•04 510 451 2297 PAGE. 03 AUG 12 1998 10 09 FR CORP. ARCH.'CONST. 650 874 7822 TO 914154684072 P. 06/06 August S, 199x Mr. Ken Nelson City of Tukwila. Department of Community Development 6300 Southccnter Blvd. Tukwila, WA 98188 Rli: Parkway Plaza Supercentt r Subject: 'Old Navy' Tenant improvements Der Ken, 1 have been requested by the Project Architect for 'Old Navy', Richard Kim, to confirm that it is the Landlord's obligation to furnish and install the HVAC rooftop units at the aforementioned tenant. space. Please consider this letter confirmation that the Landlord, MBK Northwest shall furnish and install the HVAC units, including electrical and gas connections, as part of die tenant lease agreement. Further; the tiVAC distribution within the space shall be the responsibility of the tenant contractor as part of the tenant improvement scopc of work. Should you have any questions or require additional information. please; do not Hesitate to contact me directly. Sincerely. NOR • R NU Cc: Richard Kim / Old Navy Todd Rankin / Sierra Construction Co. AUG 11 1998 10:32 PAGE.02 ** TOTAL PAGE.06 ** City of Tukwila John W. Rants, Mayor August 4, 1998 Department of Community Development Steve Lancaster, Director Ron McKean Gap, Inc. 901 Cherry Street San Bruno, CA 94066 Dear Mr. McKean: SUBIECT: LETTER OF INCOMPLETE APPLICATION Development Permit Application Number D98 -0259 Old Navy Clothing Store 17470 Southcenter Py This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 28, 1998, was determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Department: Contact Ken Nelsen, Plans Examiner at (206)431 -3677 if you have any questions regarding the following items. 1. Overall building - building must show entire exit to building exteriors. 2. Lighting power budget per Washington State Energy Code (form enclosed). The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision 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. 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 -3671. Sincerely, Brenda Holt Permit Technician encl File: D98 -0259✓ 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 AUG 12 1998 10:08 FR CORP. ARCH. /CONST. 650 874 7822 TO 914154684072 P.05/06 July 31, 1998 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Ron McKean 901 Cherry Street San Bruno, CA 94066 Dear Mr. McKean: SUBIECT: LETTER OF INCOMPI ETEAPPLLCATIOK • 11.1 •. 1.1 A 11 Old Navv 17470 Southcenter Py . 1 1 ► 11 . • I. • : I RECEIVED AUG 0 If 1999 CORPORATE Ar, RECfURE This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 28, 1998, was determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Department: Contact Ken Nelsen, Plans Examiner at (206)431 -3677 if you have any questions regarding the following items. 1. Provide structural information for roof mounted equipment. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision 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. 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 -3671. renda Holt Permit Technician File: M98 -0150 ihLo- („1 • 6 v45 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax. (206) 431-3665 PL E!/!EW /ROUTI G SLIP �'rr�rl -Card CO o ACTIVITY NUMBER: pc1(3-OZ5c DATE: Slq" l ?) PROJECT NAME: n \d. kJ(1V\/ Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision After Permit Is Issued DEPARTMENTS: Bdirding ivision W Fire Prevention n Planning Division n truce r.I �� U Permit CCo rdi at r 'a (t DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete n Incomplete n Comments: DUE DATE: Not Applicable TUES /THURS ROUTING: Please Route Routed by Staff No further Review Required (if routed by staff, make copy to master file and enter into Sierra) n REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: (J -c "F8 Approved n Approved with Conditions ❑ Not Approved (attach comments) n REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved n Approved with Conditions Not Approved (attach comments) REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 6/98 fvnu1E &wL Loy PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D98 -0259 DATE: 7 -29 -98 PROJECT NAME: OLD NAVY xx Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision After Permit Is Issued DEPARTMENTS: Division 7 -0-1� Public W rks j...15 /Z FA Prevention /M.-11 -18 Structural n DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete Cpmments: Planning Division & Permit Coordinator DUE DATE: 7 -30 -98 Not Applicable n TUES /THURS ROUTING: Please Route ( No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: n DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8-27-98 Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved DUE DATE: Approved with Conditions El Not Approved (attach comments) El REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 6/98 CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 DATE: e PROJECT NAME: PLAN CHECK/PERMIT NUMBER: nq g - 1a PROJECT ADDRESS: I L 76 5%)-71-1re1% ?ler- 1.(/ CONTACT PERSON: Cr, VII n.Q. Lc Ow ((e PHONE: REVISION SUMMARY: SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: RECEIVED CITY of TUKWILA AU G 1 1t 1998 PER1011 ?CENTER senleikEck rr 3/19/96 City of Tukwila Fire Department Fire Department Review Control #D98-0259 (512) John W. Rants, Mayor Thomas P. Keefe, Fire Chief July 30, 1998 Re: Old Navy - 17470 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) 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) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) 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) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 3 Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) Combustible material shall not be stored in exits or exit enclosures. (UFC. 1103.3.2.3) Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an operable condition. Doors installed as part of required fire assemblies shall be maintained in accordance with Section 1112. (UFC 1207.1) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 c City of Tukwila Fire Department Page number 4 John W. Rants, Mayor Thomas P. Keefe, Fire Chief 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) 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 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, (Z The Tukwila Fi Prevention Bureau CC: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 JUL 27 '98 16 23 FR TO 12064313665 P.06/06 • 7 Detach And Display Certific.itt. I'625•l)52.(XX) (}IN17) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL >: -: REGIST.':# .EXP. DATE CC01 FISHEDI141PT 04/19/1999 EFFECTIVE•':DATE •• '.10/30/1986 FISHER DEVELOPMENT INC 1485 BAYS! OP.E BLVD SAN FRANCISCO CA 94124 • Detach And Display Ccr(il'ic.it. REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 FI$HEDI141PT 04/19/1999 EFFECTIVE DATE . 10/30/1986 FISHER • DEVELOPMENT INC 1485 BAYSKORE : BLVD • • SAN FRANCISCO CA 94124 Signauue Issued by DEPARTMENT OF LABOR AND INDUSTRIES • ** TOTAL PAGE. 06 ** FURNISH NSTALL PAINT BY BY BY SR1'NWTLLE STOREFRONT G L G L G L REMARKS FURNISH INSTALL PAINT BY BY BY FITTING ROOMS G L G L G I. FURNISH INSTALL PAINT BY '_ BY • BY JANITORS CLOSET G L G L G L REMARKS M F ILE COPY nderstand that the Plar. C neck approals ect tO ar f°.S an °mtSS U nSZ nd ,. otation ; ;s does not author.z -.eipt e or °rovedpl ( cod )an.. auKn0 ;racto 1 r� S BY � ad Date i - • r� 6 - -_ PNxtn re y of anv o{ CO n ed. ,edged. � NORTH ©EL) '!�! � \yin'!! LJ lJ � \ 1 1 / / STADCT?RAL STE3 FRAANC 1111 '• • J 1 �'••� j . '' .,.''• J l , NOTE FNISH� BPS IF LNB - AIL STNICTUF. p)CTS. G01NUtT NSU.ATOI 8 PPM, TO BE PANTED (ELM .. sTO fgAOHR FNS6 FFi�AEAICATEG FITTNG. FAI?TI ` PBfE -F F NG I#1. DDats it PROMO BY M1A(vW AYASWI 16TNL® BY FD.L. PARTITIONS .. 1100 COONS HN6 STDF6T4iT CLAM ABOVE CAH 'Y NOTEEF APPROVE EO. ■ CA ViiY If.: MIMES w:• L. I T �ITTL 1w p�,L, REA S, DOORS. FAMES HAfE A DDOPS., ItTO FlTTNG }LOON NEA BASFJWAl16COT SALES T ACCESS PEELS MLLWOKIBEiG1ES b HOOK SLAPS ,! � aaAO..1 ELO l uru v t�?aC�8S4T1a1 - AafSSORES : I CAMPY STNX:Tt1E , �h MNORS AYIIOR - BY SBWNINtCttA Leff FORKS I _ ' BASIC DELIVERY ' SAP/FRONT SK3NSE I kES JUT. B Gt7iC71!T BY LA1 QY I VIM BASE ' cARPEr RaoR H HANGER-TIGHT JBT } `` 1 H ' ' } `` ' H - AT MOM I acovE C>ENERAL G L G L' G L R EMARKS BLADE SINS) By Si IG CONTRACTOR SWAGE H H PRONGED BY GAP NSTALL13) NES) ' I' STOEEFAONT SINES) ) IBY SIM ONTAACTa1 r1 T _, STORE NO.: a_• STORE N STORE NAM • 5359 PARKWAY SUPERCENTER GNVNREI WANSCOT LJ „ ' '.�J STOREFROMT16dTRY G L G L G L F EMARKS V NYL WINDOW I �` I ._ { FPROVIDED BY G,P RiSTA BY POI MINCE DOORS CE DOORS TEMPORARY TB.°PNOIE L J ALL NAtmwAre LlDEA { IL J I - : H.V.A.C. G L G L Rawxs :G L OuEN NA AO EQIPAENT sitlEFA 4T BANG - ; : DEMOTION 1 , _ :: I r. T - A.C. WIRE 8. CCNECTIaS -. 1 ADT SEN PITY ' 1. . `� CASFAVRAP SaA YYTIC I` I � 1 .I WIRING BY ELECTRICAL 'C• I SENSOp,14iC F Na I. INSTALLED BY GAP CORPORATE ARCH LANDLORD: ARCHITECTURE: 901 CHERRY AVEf� kA6fc t�KiRTH4VEST SAN BRUNO, CALIFORNIA 94066 7690 S.W. MOFIAWK ST. A (650) 952 - 4400 CONTACT, OR_ 97062 PROJECT MANAGER RON MC KEAN CONTACT= MASON FRAf (PRES.) NOR CAPTAIN RICHARD KIM 503- 691 -9500 GAP GENERAL CONTRACTOR: LAM:LORD ARCHITECT FISHER DEVELOPMENT, INC. BENNER STANGE ASSOCIATES. ARCHITECTS 1485 BAYSHORE BLVD. 5000 S.W. MEADOWS RD.. STE. 430 SAN FRANCISCO. CA. 94124 LAKE OSWEGO, CR. 97035 415-874-4110 CONTACT ROGER STANGE PROJECT MANAGER RON MARTIN 503 670 - 0234 ASSOCIATE ARCHITECT: GAP MECHANiCAL/ELECTRICAL ENGINEER: SKM CON�UL7ING ENGINEERS - -- 1720 BROADWAY ST.. SUITE 350 - -- 412 OAKLAND CA 946 ___ CONTACT= CLIFF DIAZ - -- 415 451 - 2292 __ _ ___ atucfN . r -nx"W ,. ' DIFFUSERS &DRUIDS O LL4Ht1Y'AST COLORS I TIE BASE , NA _ TOILET I7@WSr FAN SEE WIN. WIN. DR. a� NA g(Opp N emirs ; PPP 100nUffY Bo G. TFYSM'6TATS !& CONTROLS y�T �..„ i ia4�va W I BYaYAC c VESTRY CAP NA I A.C. WING LIE VOLTAGE ELEC.' V LEC.' SAAYYIGS .. PORTABLE B1UYY AtAT '.. I - NA - , DUCTS ! SSE ILVA.C. °U MW MAILING ADDRESS: E PARKWAY SUPERCENTER 17470 SOUTHCENTER PARKWAY TUKWILA, WA 98188 S sTNIeaGNr ewmAl n AN BALANCED ay +r at eir GONFACTa( I n B 1NTERIOR/SALES GL GL GL REMARKS - PLUMBING :: L G .L G - L carcs ` ALL sT':TUE, DUCTWORK, PPM. CNILptT AND NSF ATION TO PE PAINTED (C r1TIMB3) LOCATION MAP WATER SERVICE j CA&NRAP, as - rokER samcE pax r r R1iNISED BY GAP INSTALLED BY FD:I; Ra1GN N FU? E QIIPMENi j H CANT? ON PAD AT a6T- SEflV_ - FNAL CONECTIN ' 1 N ). P AAT1TCnd d �,/ FLOOR .GRAN H SALES A M A COORS ` , , . - L G .. _ . . . _ t �� . GASP `" _ BUILDING DIVISION - AC a?AN { } rl E* OSER STIICT. CLLI? FINISH 1 PUFFED COLLINS D GYP. I. AT FIEPROOFTD COLLS aECTAC WATER COOLER � � ,i0.....4 DEMISING WALL sTtn6 - *iki . ? - - GAS PIPING A/C IH Da/SIi4 WALL GYP. BD. : ; 1 •• i • t r �� � g "' y . -w .a te r . rm ? . a ( � + $ x p w Z d ! ! � ~ � . } : ; Y =- t b as w Nr t g�S 1 g 91 w 5 . -. �� <� ��' ¢ . � �® �� 'W $''. . ��� c g QF � o ��� �;o O to � � p 2 q , P a - ` g "' i ' 2 12n 5.3 w@ ?. 41- _ ww .q >o¢ 33 Z T S ? Po ch 'gz r� }Nm : . .5 u's 1 �' — r A r6g 5 6 . 8, 1 `i r o-1,,,,-, 9¢gg` "2 JE ;:. g3 i $. 5 g M . � ?cn ' '9 s g d' u g E'''.' "1 ' . H I y !! tr4 :... 25 .. f §e, Q hx� o r . g pc! 3I u-' E-' g" LLt 3 , 'u5 A R 186 §Q � ' a�b` . ,i - J TOILET ROOM FOR/ES ' - 16- RIVED WAt15 ". - PROJECT TEAM SPOT NAB N � `(P 1.---4 �; BY A1E am -STRP A CLEAN , O SPECFCATOIS SPRINGER HEADS 8 BRANCH LIFE ; CONCRETE BOLA -LEVaIA I _ SEE SPECEICATOA - SALES AREA �' JANITORS CLOSET FAITS ' - WAY COO ETE 110014 -BEAD BLAST � _ FITTING ROOMS 735 OPLFETE FLOOR -PINE B SEAL , E L ECTRICAL G L G. L G L .® I '' EXISTED WALL W PA PATCH AND REPAIR SMOOTH AS REDUIRED FOR fEW PAINT F SPEW PARTITION WALL - 35!8' ZO GA. METAL STIRS AT � 24' O.C. (CR CONALY W/ MANUF CTU ER C fiEC REIPDATION5 Ai R () / LOADS) _ FOR SPANS AND T SIDES - TAPE & SAND S . / APPLY 5/8' GYP. BE. BOTH S IDES - TPPAOOTH FOR NEW PAINT. PROVIDE 16 GA. METAL STUDS AT FITTING ROOM PERI.E UHT. ����q P�4V TOILET ROOM PARTITION = 3 5 /B' 75 GA. PETAL STOCK/M( ?S OFFICE 1,780 caNffETE an s PArarG S!$VNG AM 5t$VNT tWNCNYNE {_ F{ Y (7.3% OF TOTAL) - REGIONAL. OFFICES - AT StBVAG UNITS BY. GAP 'Mill GAP E-0I11PAB1T ALMOON N GAP fa1PABtT:FNISH I fl i �. ' WAIJGi7 - - _ S 20 GA. GN.VA?LHT SIf$ SEE SEE TOILET ROOMS 266 VNYL BAT .. ... mums d EDONLENT .., -- Dr."`° MT COR RIDOR 370 00 FANS DDSPUV PRO/BRACKETS L , ;�. N - EXIT TOO SYSTNA - - ! 1 N FORUM I H ' - TOTAL TaPfHMY LIGHTING I EXTERIUY LIGNTUC i; j_ I r►""••„ � •• 4 ip It - - sALVAt vPE AT VATIBLLE DIVA SQUARE FOOTAGE ANN BOAtOS H FOISTS? LLMAROS - Arm, j LA S IN I sY W T APE LR DECK NIP : STUDS AT 24' O.C. W/ 5/8' GYP. BD. BOT H SIDES. PROVIDE SOLID INSLLATDN AT PUBLIC WALLS. TAPE & SAND SMOOTH A6.0 FOR NEW PAINT. - WO G- R1u€sBtt5) :L -JI .. CGNVBiENCE 'emus 1 - / L J .., i.. CODE- ®lBC EDITION: 1998 ACCENT tffNG mamas) l u I Blf7�? SYST@4 / . � � A C "R"4 T 1H m" t t Low va A W - BY L I aY') ❑ BOCA SEISM Z1FE: 3 MOOT- W WOG EECORATiv° j EECORAThE PENDANTS NEW WALL = 3 5/8" 20 GA. MR. STIRS ❑ �C ❑ WASH. ST. MEWED ENERGY CODE, LIGHTING, MEGH.EGU I ' A.C. WHOA LOB VaTACE " saA AATIC AT ENTRY 111111 I - i L .FLARED AT 24' ® _ O.C. WITH 5/8' GYP. BD. ONE SIDE TO UNDERSIDE OF DECR.� AT p' -0' HIGH FURRED SALES ARFJt CORNER PILASTERS. SEE= 6A PROVIDE- HATT Mal ATKIN AT MN. AT 41/.1111W R BLACKOUT . FILM AT GLASS. STOCK ROOM AREA G L G L G L REMARKS ❑ SUPPLBvENT: WASH. ST. UUB C T. 11 AM FNDMENT CLUNG ) _� . . ,OA JACK { I Bv'.A . PARTFrIOIS } U. RATED CONSTRUCTION TYPE: TYPE F PDYIHt POLE A910 Y H H I CONC. FLOOR BLAST. PRAE a SEAL I - W I STTUDS OCCUPANCY/USE MERCANTILE PA.s. WAIL I ' N J I TIME CARD ROTA { ROMEO GAP IST'ALLEO BY PDT. P T3EPFOFE, rNCnaN BOX jrl AT. I " O.C. CDR COMPLY WITH MANFACTIAER A© FCI FOR SPANS AND LOADS) TO UNDERSIDE O O STRUCTURE. TIAE. APPLY 5!8' TYPE 'X' GYP. 8D. BOTH SIDES. BRACING AT 4 .0. ON .NCI PtBLIC SEE DIAGONAL 16 GA. METAL STLOS AT FITTIFXi RG.t C PERE4ETER. - e BOARD PREFABRICATED FAD ROOM SUPPORTS. PARTITION. 3/4' PARTICLE - ' AUTOMATIC C SPRINAEfi SYSTEM: YES / NO ❑ 1H aPLOYEE5 TIbECLOC1t - PROVIDED BY GAP INSTALLED BY FD AHJ.NCIATOR/STIYIBE SYSTEM I ., SERVICE COOK 11111 ®I ::I ® EXSTNG D / NEW fa CODE INFORMATION - - ( ND &IRA...)WOWATE its' j PROWL -ED BY GAP INSTALLED BY FD.'. CORRIDOR CELIAC GL l intuit IH111;`'LH■i I[ , ? �■IL�i11® GL ®IL�I ®� ■Ir ® GL . ®.I ■.I I 111111 I� 111 - Sff SFECIFICATIOG - NARY$? TIGHTS Lei` MOLTED BY GAP @ 'STALLED BY F.D.I. ARCHITECTURAL MECHANICAL / PLUMBING A0.0 COVER SLEET / SCOPE OF WORK M1.0 SPECIFICATIONS 02 .1 NOTES 8 SCFEDIAES M7.1 6.£CH. DETAILS, A...O FLOOR PLAN M2.1 HVAC PLAN Pt.i PLl Av81NG PLANS, A3.0 REFLECTED CEILING PLAN PLU PLAN A4.0 INTERIOR ELEVATIONS P2.1 FIRE PROTECTION A5.0 STOREFRONT ELEVATION A5. B DETAILS �FRONT/ DETAILS +�' C VJAl�i A5A CANOPY DETAILS ' ; ' & ELECTRICAL AILS E -1 LEGEPO, NOTES E -2 SC A6.0 DETAILS SCHEDULES. SINGLE A6.1 DETAILS E3 ELECTRICAL SPECS A6.2 DETAILS E-4 FLOOR PLAN - LIGHTING A6.3 DETAILS E3 FLOOR PLAN - POWER A6.4 DETAILS A7.0 CASHWRAPS PLAN VIEW , A7.1 CASHWRAP DETAILS A72 CASHWRAP ELEVATIOPLS SP-1 SPECIFICATIONS THRU SCHEDULES, LEGEND SCHEDULES. LEGENDS P L A N & S LI I FE. N LINE, NOTES AND DETALS AND SIGNAL 11`f l . 9 O R J r E D 0 Alltj 1 ! y5 ALUAILM - STEP LADOHi r , / 1 l ■ B _ . PRT/DEU BY GAP LOGOS N T18i5) I - 1 •' I P AC STARTERS SBA RIFI ___I__ ND. IST -OH FBI PARRTIaG CONCRETE FLOOR STBP,C.EAN,LEVREW cDNCFTe Rt+ BEi�BIaASimx.EasEAL AcB:I> = ACNE TABLE I I CO cow. FLOG? - STRIP 8 aF,A:i SEE SPLCFICATroNS : ® -W- GALVANI�D METAL WAINSCOT © PO RP R � /T RN Pf PRn v gi © SFELVII� END PANEL DISPLAY (AID - A6 2 P _ G - STOREFRONT GUARDRAIL 15 6 MISC. STOCKROOM EO UPAeNi � PROWLED By GAP NSTALIID BY F.D.I. BASE A4 �! WSLOT IU® LIGHT FI %TOES - M4RL!rE AT E.W.C. \ UP DISPENSE? AT Ew.C. IU LIGHT FIXTUES I I i MANAGERS OFFICE G L G L G L REMARKS PRO" I I TOILET ROOM G a - I G L CELNG : - Ir ' ∎ T ' GYP. BD. CEL L G 'L PARTITIONS eaLtr�raP caw it i lr CAIPEr N �..� DIRECT CLUE - BlEW PARTITIONS FLOOR COMM L U � IC. r L � ®L� / - 1 - - - _ - .a? SLEET A8.1 OETAI 't 4 - VINYL BAL.< , 1 I I ShELVNG NU IO&BWALE PRONGED BY GAP INSTALLED BY FDI. BASFJWA7.IDET U j - - • SAFE I PROVIDED BY GAP INSTALLED BY F.D.I. ACCESSCRES LIGHT FATUES T l■ IJ r J® `' K ` ' L00 FBTUES I - SP -8 �L I -D I� Dh I� w BASIC DELIVERY' SCOPE OF WORK L 1`�` I isLi s C - ;c aA Str - CG4 RA CT GENERAL NOTES WALL LEGEND DRAWING INDEX RECEIVED! GAP GAP, INC. CORPORATE ARCHITECTURE 900 CHERRY AVENUE SAN BRUNO, CA 94066 -3010 (650) 952 -4400 REV.. . DATE. ISSUE FOR. 07 PERMIT AND BID SET BY: RK REV.. DATE. ISSUE FOR BY PROJECT LOCATION. PARKWAY SUPERCENTER TUKWILA, WA TITLE. COVER SFEET/SCOPE OF WORK RICHARD KIM DRAWN STOEK N.M3ER 5359 Dag -Oa, SCALE . NONE - DATABASE & FILE NAY.f: CIECt(E0- MIKE I8KEON / home /richerdk /dir.5359_p /db.R00_BD SHEET NUMBER tro LA JL 1 5 1508 BASIC DELIVERY ® F.D.I. SCOPE IF WORK LANDLORD SCOPE CF WORK REVISED APRIL 1998 / 1 C O D E MATERIAL MANUFACTURER DESCRIPTION /CATALOG N0. LOCATION (VERIFY) MARK LOCATION ,iP•'ry,,, wiiiiregi NOMINAL SIk WIDTH x HEIGHT x T H I C K N E S S DOOR FRAM RATING i LOCK CORE DETAIL NUVBER KICK PLAT: REMARKS /NOTES } FEAR JAMB SILL VINYL LOGO PROVIDED BY TENANT ELIMINATE- PULLS AT DOOR �' y� - '` O' STOREFRONT ENTRY (E) (E)PR 3' D° x B' D" x 1 3 /a' )E) ALUM /GLASS (E) ALLRA. A A c LE) F €kAC Luc cIRES AT fE1 DOOR LU Bt SE ROPPE 'SO DARK PREY a TOELESS B SALOFT A G FwLLS w 4 _�___\ ■ �� q Ii. - i -- .LN - : S STOREFRONT ENTRY (E) (E) PR 3' 0" X 6' 0' X 7 3/4" E) ALUM./GLASS J, (E) PLUM. � ���/ MI _ - PFDVDE ROY' GAT a I INATE DOOR Plus al EXTERICE !!:! I ' ' . } - C1 ::A SHAW INDUSTRE L� CO LOR °8 OB :;;::;2' : - - i � .; ::: _ �" •r . ■: Gl GTAk? MAPEI NATCRAL STONE GROUT FOR USE WITH T7 al KO •• - - FITTING - AREA /EXIT CORRIDI' `PROV SC WOOD HOLLOW MTL. 45 MIN. C G Q A6.0 1 PROVIDE PASAGE HRWARE IN OILEW1 CORRIDOR SIDE - 3' X 7' 0` X 1 3/4' �.. . .:I 6ALVAN IifD MTL. :Ie Lvl TOP BOTTOM, .SEES :.'10 QTH ll NChttS CO. . 11-800-237-382(!) SINLSS TY 304 11 TA GAIX;E .120 PE N., PL. -::v WEAVE STOREFRONT CANOPY .. MEN'S. - TOILET ROOM ® 3' 0" X 7 X 1 3/4' S.C. WOOD HOLLOW MTL 20 MIN. F A6 .G 1 PR PROVIDE 'MEN" GRAPHIC IC aa2 FAI C.rN IM1DI ALDR' M ll k • ENTRYIV FITTING I FITTING . ROOM a1 PAW BENJAMN-MOORE MOOD -0-MATIC' '925 EI SHELL WALLS BELOW .DECK `. JANITORS CLOSET X 2' 0' T 0" x 1 3!4" S.C. WOOD ! OLLOW MTL. 2(1 Mt! E c A n P6 n A . -- GAIL VKeWER WDMENS TOILET ROOM 3' 0' X T 0' X 1 3/4' SL. WOOD HOLLOW MTL 20 M)N F 9 9 A6.0 1 9-- - W6.0 PR WOE NiMEN' Rho I1C , D FALCON IrDlcarUR L /rx Pz PA BEN =asiECCS LL EXPOSED CEILING TYPE TYPE A TYPE B1 TYPE 82: PRIVATE' BLACK VINYL 01 W. ®� ®' MANAGER'S: OFFICE 3' X 7' - 0" X 1 3/4' S.C. WOOD FOLLOW MTL. 20 MIN E • i 1 11 A6.2 P4 PANT' SHERWN WtL1AM5 COPD 1 - (B65S7<) 'AI.lNr1WJM' MOORE-O- MAT1C' ° 925 SEM I -GtOSS STOREFRONT CANOPY �HJTERIOR DOOR FRAMES .' .. .,. •. - '" __. ._. • ... . - • ' / • _ - ,'ROJIG£ "T'91vATE' GRAPHIC TSDE rR:r GP.,WFRIC 'fi fA tJCV CAp"r ANB PASSAGE HARDWARE ON S Auuan ALL uD PRE -SPA LETTERS SUPPLIED ' - •' • ' P7 PANT !$NIAMIWHADOtRE AND INSTALLED BY 'T G AP. INSTALL TER PAINT DRIES 1314' SOLID CORE :WOOD DOOR WITH METAL FRAME; SHOP-PRIMED. FIELD PANTED . D PD IUCS SALES /EXIT CORRIDOR 3 4 X 7 0 X 1 3!4` S.C. WOOD HOLLOW MTL. 45 MIN. p6.L ai '° GRA .. - VEWER I . L a9 -,5 ..o-s _ .. -- - . - _ FITTING AREA /STOCKROOM 3 O 'X T - 0' X 1 3/4' S.C. WOOD FOLLOW MTL. 45 MIN. r q �q6.0 tl A,.2 r G7 \4J S \� PL7 PLASTIC LAMLAMINATE WILSONABT FROSTY WHITE `t573-6 MATTE FINISH MANAG'ER'S (EFICE CCOUNTERTOP SALES/STOCKROOM - x 1 3!4 S X 7' o" " SC woos FOLLOW MT L 20 MIN. i AL / _ PROVDE PP �- HAFDWAFE ONL iDOY QJARRYCAST F(f OAS, NC. (4%) 635-8030 CUSTOM FAB: 5/16' THK: PANEL CUSTOM COLOR: GHFFITI FINISH GRAY W/ ANTI-GRAFFITI FINISH COLLMI FINISH AT INTERIOR MALL STORES (GROUT SUPPLED BY ? " . 4 ' HOLLOW METAL DOOR _ N 1 -3/ HM. FRAA¢ - SFIOP - - FIELD � �W ... .... - -- , '- P7 - 'I. 1" •. E) Hg10W MTL. I1 "1 I" r El HIXLOW MTL ■ D . . 2 - -- -- _ -- - 77 - / A6 f. -- 11 AF = i I 1 \1\ 1 .\:' I , At_ PJ.Fdi _ _ - -- - U ST to F9 ,UW _4E I H - -- RT c¢ PRE a8 F:T ! r Farf.+ S "STEM - - -- ;'ART r - F B FITTFr TEEM s-STE1.+ F ART OF EF€ F,a. FITTING FOJ I s STEM - - -_ -, RAFT OF tB FAX. RTTI,YG F.00FA SYSTEM FART CF AB. FITTING ROW S%STEm NI RAFT Of PRE-RAE F!TTI�CG ROOM S STEI.R Pr OF PPE TAB FITTING FCOM . ` SEAT -- - __ -- -. -_ - -- paR7 OF R E. FITT!r ROOM �•STEI.f As J OUARRYCAST F0RMIA�AS, NC. lat61 535-8030 CDST(1M FAB. 5/t6' TWK. PAtJEL (XISTOM. COL(W: STONECAST 'NT-S - COLL BASE FINISH AT INTERIOR MALL STORES (GRIX1T SURPLED BY MANLF:) REAR EXIT (El • (E) 3' X 7' X 1 3/4" : _ 3 GALVANIAO METAL ' 6.3 SIDE ONLY) SEE ► _ PRIbED. P7 SERVICE PAINTED AT INTER OR FOCP FITTING ROOM NO. 1 • 3' 0" X 5' 10" x 7 3!4' S.C. PRT.BD. 14 GA. METAL B2 PROVIDED & INSTALLED BY F.D.I. - SALES AREA /CORRIDOR/STOCKROOM - S7 C(XJEIWTE SEALER TENTHS SOVG Q), INC. a15 863 - 3808 COHSOV �OxY: fNJCC - 94' SALES/STOCK AREA. JANITOR CLOSET AND EXIT COIROORS 0� Q FITTING ROOM NO. 2 ® 2' X 5' 0 " X 1 3/4" S.C. PRT.BD. 14 GA. META 61 -- FITT BOOM NO. 3 • 2, 5. 8' X X 1 3/4" S.C. PRT.BD. 14 GA. METE 14 GA. METAL Bl - - S" TILE DAP DOW TWF TE SEALANT S XI.WL J1 I8 LATEX -LIGHT GRAY MODEL 'Y802t 790 BUILDING SEALANT NATURAL STC4^E JOINT SEALANT FORIISE WITH OUgRRYCAST PANELS. Ql2 JOINT SEALANT FOR USE WITH (RIARRY PANELS 0C3 _ TYPE E D - t4 f ROOM NO. 4 Z' - 8" X 5' - 0" X 1 3/4" S.C. PRT.BD. -- B1 - 2 o-� -- 11�. -- - tt - � ='- • � _ � . F . FITTING ROOM NO. 5 • X 5 2 '-8" '-0" X 1 3/4" S.C. FET.BD. 14 GA. METAL 14 GA. METAL 14 GA. METAL -- -- B1 81 -- -- S3 SEALANT PRIVATE' ?LACK VINYL - F - )LETTERS SIRPLIED AND INSTALLED BY TH'e _ - - - - 21 FITTING ROOM NO 6 • 2' X 5' - 0" X 1 3/4" S.C. FETED. T1 CAST STONE TEE NAPA VLLE CAST ST Y 12'X12' - x T' CAST TILE '754`7 M67111M STOREFRONT BASE AT INTERIOR MALL STOfiES. - GAP, IISTALL AFTER PAINT DRIES I. ' °539 ® ® . FITTING ROOM NO. 7 • 2' 8" x 5' 0" X 1 3/4' _- S.C. PRT.BD. B1 -- tt A, 2 11 � � A6 -- - -- -. -- TT9 5$T 'EMI - ARMSTRONG . - 80660 WHITE 'CLASSIC C(RL(Nl' UILE I HDUMS FLOOR .AND BASE VIEWER (MGRS. OFF. ONLY) 1-3/4' SOL COREWOOD DOOR WITH METAL: FRAME - SHOP-PRIMED, FIELD PANTED P7 6'W RECESSED PILL O1EWI WHITEI D EADBOLT 1-3/4" HOLLOW METAL DOOR IN HM: FRAME - SHOP - . FIELD PAINTER � FITTING ROOM NO. 8 - - IA 2' 8" X 5' 0" X 1 3/4" 2' 8" X 5' 0" X 1 3/4" S.C, PRT.BD. 14 GA. METAL - Bl -- -- W. F!i ASS REINFORCED POLYESTER MAS(NITE/MAFR_ITE 216-343,5671 WAlES -SLATE TEXTURE 5100 (FRP) WAINSCOT AT TOILETS, DRINKING FOUNTAIN, & JANITORS SINK. '-` ea FITTING ROOM NO. 9 SC_ PRT.BD- 14 GA- METAL -- B1 �� _ / 11 • 2 -LAID � A F -- _-- -- \ \\1 PART CF FEE F-AB FIT INX ROW S STEM PART OF PRE FAB. FITTING F4)04.1 SSTEn P ART OF FF TXE F!i IrMT WHIT s Et WA WAINAUII _ -- 20 GA. GALVANf�D _' „_ - _ ; : •• SALES FLOOR AND . FITTING :e, • , e . .: :: :r, 611 X � . : UNIVERSAL HC. SIGN (AT TOILETS) - ! PRIMED, . . ® FITTING ROOM NO. 10 2' 8" X 5'-0" X 1 3/4" S.C. PRT -BD. 14 GA. METAL -- Bl B2 -- / -- FIN ISH SCHEDULE ® FITTING ROOM NO. it • 2 B X 5 X 1 3/4; S.C. PRT.BD. S.C. PRT.BD. 14 GA. LMETAL 14 GA. METAL -- Bi Bl B 2 B� 2 -- -- tt P�6s I ,.2 i ,Lv Kt PL AT 4A,L CF D0 I FAA. FROVNED BY F.D.I. I B, BASE FITTING ROOM N0. 12 • • • Z - 8 k 5 - U X 1 3!4 PnRT CE FhE : ra F!Tru1G Ram .i�sT�M ` AREA WALLS FLOOR BASE CEILING REMARKS IST0(]C. SIDE OI v) SEE- MANAGER QFF./TOILET RM. DR. B LIND DOOR AT DISPLAY WINDOW 28 FITTING ROOM NO. 13 2 8 X 5 0 X 1 3/4 S.C. PRT.BD. 14 GA. METAL B1 82 - -_ ! 11 '/A6 PART CF PRE FAR. F17T J3 R(0.1 s sTea S 'STEM FITTING ROOM NO. 14 2' 8 X 5 0" X 1 3/4" S.C. ENTER. 14 GA. METAL 81 62 /_ 11 5, ; = PART O PRE - FAB. FITI RCOtT SALES T P- PANT P- 1P -2P -7 SEALED TWIT. VINYL BASE - ExPOSED! PAINT P -2 GALV. WAINSCOT AT aILASTERS AND WHERE NOTED ON PLANS TYPE E TYPE:F. - - - FITTING - ROOM NO. 15 • 2' X 5' 0" X 1 3/4" S.C. PRT.BD. 14 GA. METAL -- B1 B2 -- -- 1 1 A6. -- __ -- PART OF PPE -FAB. FITEHA RCXM+ S'STEM FITTING AREA GYP. BD. PANT P IP - 2P - 7 CARPET GLUE DOWN VINYL BASE EXPOSED / PAINT P -2 - GALV. WAINSCOT. AT' CORR. OILY (� - < DOOR TYPES _:,.:... .. .. 0 .. FITTING ROOM NO. 16 . 2' 8" X 5 D" X 1 3/4" S.C. PRT.BD. 14 GA. METAL B1 B2 tt A6.2 PART OF HE - FAB. FtTTINIG ROOM S STOCK AREA GYP. yTio 80. FIN. TAPE OI SEALED CONC. - EXPOSED FITTING ROOM NO. 17 . - � 2' -$" X. 5'-0 " X 1 3/4" S.C. PRT.BD. 14 GA. METAL -- 81 B2 -- -- -- 11 i-- • 6.2 / =�- � -- PART OF PREFAB. FITTING BOOM S'STEM AD T. SECURITY SYSTEM M14TAI I ATION NOTES t {D 'FITTING ROOM NO. 18 • 2' - 8" X 5' X 1 3/4" S.C. PRT - BD. 1 GA. METAL -- Bl B2 - -- 1 1 A62 -- - PART PEE - FAB. FITTING ROOM SYSTEM uF MANAGERS OFFICE GYP. BD. PANT P - iP - 7 CaFFE7 CBE DOWN YP. BD. AT 8' - 0' VINYL BASE. PAINT P 42) - TOILETS) GYP. BD_ �rT VINYL PAN7 r -i i 'r - 3YP.A SLEET VINYL PA IN T P -1 AP 8' -0" MARLITE WAINSCOT TO 4'-0 " A.F.F. IN 1. A.C.T. SECIRITY SYSTEMS TO PROVIDE TFRE FFOLLOWING FOR INSTA LATION• DETECTORS. ALAFAAS, CONTROLLERS AND DOOR• CONTACTS. LOW VOLTAGE LINE FROM PHONE JACK TO CONTROLLER. LOW VOLTAGE_ WIRING FROM CONTRO LER TO DETECTORS, CONTACTS' AND ALAFWIS.. COORDINATE .INSTALLATION OF PREWIRING WITH GAP CONSTRUCTION ADMINISTRATOR. - - - 2. SENSOR:UNITS- ARE•TO BE CEILING MOUNTED N SALES AREA AND FITTING ROOMS.. TYPICAL. ALL NKN R C AREAS MAY 15E WALL MO NTED INUITS: . - -. 3.. SENSOR UNITS SHALL BE WHITE. :. - - - - 4. DOOR CONTACTS ARE TO BE RECESSED AT SALES AND FITTING ROOM LOCATIONS." OTHER LOCATIONS CAN BE SURFACE MOUNTED.: 5. CONTROLLER. UNITS XTXXM.D BE LOCATED -N.THE STOCKROOM AREA. NEAR ERR PHONE BOARD. 6. GAP TO PROVIDE RJ31X PHO E .JACK (OR CAM JACK N CANADA) AT - PHONE BOARD. C OORDINATE LOCATION WITH ELECTRICAL DRAWINGS. T. ARR IY SYSTEMS INSTALL DETECTORS, ALARMS AND DOOR CONTACTS FRIOR - 7. TO V TO TFE ARRIVAL OF: ANY SHIHI PMENTS. - .. .. JANITORS CLOSET TAPE FUN. SLEET VINYL -- _ LYP. BD. AT 10' -0" MARLITE WAINSCOT TO 4'-0' AF.F. DOOR SCHEDU _E EXIT C`.)RRelFu - OILET ACCESS GYP. BD. PAINT F - 1P - f SE , ---- 3YP. ND. AT C ,` MARLITE WAINSCOT TO.4'-0' AFF. --- BAS PAINT P -1 - AT DRINKING FODUNTAIN ONLY. - ARCHITECTURAL OR STRUCTURAL ELEMENT - DESIGNED BY: SHOP DWGS REVIEWED BY. IAMDFtTIMN I REQUIRED 1. CARPETING MATERIAL: SHAW MDUSTRES. NC. - STYLE '18977 CLLR •274(10 - C.TRUCTKN TIFTW L00P Aro cur PLE Y. TYPE. PICET ANTRIM III CON(IAM. FLAWTT trlON. PRIM. BACANG - PC<YFRGPYLPE BACNC■G .uTE . LAMA L. TOTAL WEI(iR: 65 OZ SO_ YD. RAM.NBLITY ASTM E -94 (ME■EL rorEP CLASS B LEETS NATL. . es.AU CF STA.. RECCAl.BDED LIMITS FOR OTW.e,CIAL CRASS RI AWD/CF NOCTULSNAL CLASS 0 CxLIPANCES. OCNTACT- 9.94 II.STRIES, NC. 1wo-45r0470 2 GYPSUM BOARD , 5/8 TYPE A GYP. ;fl. WITH 3 125 GAVE METAL ST E=s4 LINER TIE MLL -RAYON .- AST. ACT- IT HAS A RASE RATE 6F s.. RAI AC T HA f A F 15 AID S EA RATE OF 0. CONTACT- STEVE WIA Z I445c792 4.saclATpn 3. PAINT FINISH N* WALL AID OT. SAFACES - AIRMEN MOUE. WA AACAEL F 39, ESTM T84 L TLE ML!- BURTON ACT. IT HAS A r S D R A WHI TE aF s. � CONTRIBUTION N OF L. AID AC. E IBLiITY 6F D- C6NTACT: WN BRUME seLwMwMrIE PAINTS woe' 727 - 3565 4. PLASTIC LAMINATE ASTA4 E - 04. FLARE SPREAD RATN Ur SWEE RATING . WLSUL•1"+T GP TYPE 107 CONTACL S WR, RAWER TEVAMAR LP 50 Aw A 42 (CALIF. CMYI .TACT. LNA E.LS 1900) 504 - 6049 FGN11rA CARE 3i CONTACT: AMN REISACTER AR 67x9522 5. STOREFRONT - WARRYCAST VENEER J XCAST CAASFa CAST FORMGASSA mERTEVf STORE W. PLYWOOD IE ORCEAe+T. '3716 .13441_ WE .R�' W ICAAE z1 - z7 LBS. PER sG Fr. DESITY. 95 LBS. PER CUBIC FT. FLA.E SPREAD: ASAI F.84 - 0 SAO;E DEVELCrEDz A511A E84 - 5 .TACT B RIAN JLEN BRALLAS F OI 5sr -ea 6. CURTAIN FABRIC AT SHIVSD u8T5 - FLAW RETARDANT CALABANA CLOTH FLAN€ RETARDANT N ACCUDANE WITH CALIFORNIA STATE FIE MARS., CPAT84. C. F-76, As. E94 -eu FLAW WAD RATER CLASS A I51- LL - 307A FLAMMABLITY 0.Y. .TACT: MATT MA.% DIALET LPG. W - ANN 241 - 8350 `' 'l }- R£v!S!CN / f' SYMBOL , . DOOR MARK � �- DETAIL REFEFFMCE ►\- -- SLEET NUN.BER - ELEVATION F¢FEREN ' - - SECTSECTION REFERENICE TJSTcNWR SERVICE CA&M'RAPS !CARPET GN PAD SEE REMARKS -- GALVANIWD BASE AT OJSTEYER SIDE / COVE CARPET e CUST SERV CLERK SIDE SIGNAGE AR CHI T ECT ARCHITECT NO - IsTOREFRLYJT 20 TiA. &' HEAVIER LIGHT GA. MTL: FRAMING COMECTANIS lxt FRAMING CONTRACTOR STRUCT . ENGINEER YE (R TESiNG LAB ENG S-BY STRUCT. OUARRYCAST VENEER - - ARCHITECT ARCHITECT NO - AWNINGS ARCHITECT ARCHITECT NO EXTERIOR. WINDOW MULLION SYSTEM ARCHITECT ARCHITECT NO STRUCTURAL STEEL FRAMING STRUCT. ENGINEER STRUCT. ENGINEER XES STRUCT. CR TESTING LAB ETA; SEC URITY GRILLES ARCHITECT ARCHITECT NO ROOM FINISH SCHEDULE - - - - - - - & AND DR. DOOR HVAC HEATING. VENTILATION, REC D. REQUIRED - C AIJCLE DS. DOWNSPOUT AIR CONDITIONING- RESIL. RESILIENT o CE AT DWG_ EXAWING I.D. INSIDE DIAMETER (DIM.) RM. ROOM R - OO - Q (EN7EPLINE E) EXISTING IN15lL. INSULATIIXJ. W. REDWO g DIAMETrO+ EP- tiEC1RICAL PMflBOAAD JT- JOINT S. SOUTH POUND. OR NHNdBER EA. EAT'. LAM LAMINATE S.C. SOLID CORE - ACWS.. ACOUSTICAL ELEV. ELEVATION LT. LIGH T S.STL. STAINLESS STEEL ADJ- ADJUSTABLE EIFC. ELECTRICAL M. MIRFtOR SCH ®. SCFECILE - AFF- ABOVE FLCDR FINISH EMER. EMERGENCY MAX. MAXIMUM SHIT. SHEET AL. ALLLIN&L4 ES 'TEAL ARCH. MECHANICAL SIM. SIMILAR ARCH. ARCHITECTURAL F.D.I. FISHER OLVELOPMENT.INC. MFR. MANUFACTUEER SPEC. SPECIFICATION BD. BOARD F.E. FEE EXTINGUISHER MIN. MINIMLM SO. SQUARE - BLDG. BUILDING F.C. FACE CF MIST MISCELLANEOUS STD. STANDARD BLK BLOC,,. F.C.F. FATE OF F\NISH MTL. METAL STL. STEEL BLKG. BLOCKING F.O.S. FACE OF STUDS N. NORTH STOR. STORAGE BM. BEAM F.R. FIRE RETARDANT N.I.C. NOT IN CONTRACT SUSP. SUSPENDED BOr_ BOTTOM F.S. FULL SII N.T.S. NOT TO SCALE T.O. TOP OF CAB. CABINET FIN. FINISH W) NEW TEL. TELEPHONE CFM. CFNOENT FL. FLOOR NO. RECARER TFK. THICK . CERAMIC FLUOR. FLT SCENT r _ N TYP. TYPICA ESS OTF WISH LG. CCEILING FT. FT. ODD. . OUUTSI IAI TSIDE DIAMETER C'DIM.) U.O.N. LK RNVISE a GJNG CAULKING G.E. WAN BAR C7PW. OPENING VERT. VERTICAL. TUN. SEAR GA. GAUGE CPR. OPPOSITE V.IF. VERIFY IN FIEF COL. CCLCMA (t. GLASS P.LAM. . PLASTIC LAMINATE W. WEST CONIC. - CONJ TE GYP. GYPSUM PL. PLATE W/ WITH CONT. CONTINUOUS H.C. FOLLOW CORE ALAS. PLASTER W/C WATER CLOSET OW ETAL PL YWD LE OOD W/O .WIITFOIT OF. DR IENG FOUNTAIN N..M. • _ O TER RESISTANT DEE. DETAIL WWII HARDWOOD PT. POINT WD. WOOD DIA. DIAMETER HCWIL FFRIXXRTAL R. RISER ., - WT. ' WEIGHT MM. OMENSION HG: BEIGAT RAD. RADIUS UJ. DOWN HR. HOUR RGTR. REGISTER . - - SHOP DRAWING & INSPECTION REQUIREMENTS - rrEM QUANTITY - A.D.T. NOTES � � .. - SIGNAGE - - - - , .. : 1. - VINYL WINDOW "EXIT ONLY" GRAPHIC DETAIL C 13/A5.1 - N/A : 1. THIS PROJECT SHALL COMPLY WITH ALL FEDERAL AMERICANS WITH DISABILITY ACT. REGULATION ANA- ALL LOCAL ACCESSIBILITY REGULATIONS. - - - . - - - - 2. TI- WESFODS SHALL BE NO HI(FR THAN H2' ABOVE THE FLOOR. -EDGE TO. BE BEVELED WITH A SLOPE N'0 GREATER THAN 1 IN 2. - . - - 3. DOOR HARDWARE SHALL BE DF THE LEVER CSR PUSH TYPE. MOUNTED 30" 'TO 44' ABOVE THE FLOOR. AND BE OPERABLE WITH A MAXIMUM EFFORT OF.5- LBS. FOR INTERIOR DOORS. 4. PROVIDE INTERNATIONAL SYMWL A' ACCESSIBILITY. AT 60' ABOVE THE FLOOR ON EXTERIOR AT MAIN ENTRY. THE SYMBOL SHALL BE A WHITE. ONI. BWE BACKGRONJD. 5. ACCESSIBLE DOORS MUST BE MINIMR.M 3'-0"W X 6-8'H MODIFY'IF REOUiRED. ' - - 6. PROVDE 18" (LEAK -SPACE AT STSTRIKE/FULL (NJ LL SIDE INTERIOR DOORS. AND 12" CLEAR AT STRIKE /PUSH SIDE OF DOORS W/ CLOSERS: : - 7. FLOCK SHALL BE. LEVEL - THROUGHOUT. ,: : '. 8 . PROVIDE HANDICAP ACCESSIBILITY SKNJAGE CN RESTROOM DOORS : - A. 72' EQUILATERAL TRIANGLE FOP MENU. B. T2' DIAMETER CIRCLE FOE? W N. : ' - C. 1/4' THICK, CENTERED ON D 60" ABOVE FLOOR WITH CONTRASTING COLOR.. - - - - - : 9. HOT WATER AND DRAIN PIPES UNDER LAVATORIES -SHALL BE INSULATED - - - 10. PROVIDE (EOTHINIG HIJ(N( AT 44" ABOVE BOOR IN HANDICAP DRESSING ROOM.: _.. .. T1. ALL COST. SEFRVICE CRECKSTANDS SHAD, BE ACCESSIBLE TO THE HANDICAP °AS PER ADA/MISSOURI _. - ACCESS CLUE REOUIIREMENTS.. 2 BLADE SIGN (EXTERIOR) DETAIL -- ' N/A 3. PYLON SIGNAGE (EXTERIOR( D E TAIL ` 6/A5 1 ` `/ DMENSION TO rt 4 .. ILLUMINATED SIGN (EXTERIOR) DETAIL 1 /A6.4 N/A 5. MENU BOARDS: 48" X 30" DETAIL 4/A6.3 18 - FITTING ROOM DETAIL A 5/A6.3 1 ,� CENTER LINE I T O FACE CASH REGISTER DETAIL - " 6/A6.3 8 6. RETURN PRICY GRAPHIC DETAIL " 15/A5.1 N/A L 6 DIMENSION . ' I QF GrP BD. FINISH IU.ONJ REFERENICE TO NOTE NIUN,BER REFERENCE T OO FINISH! CIl t II,1 \II - p. . N P c 1 0',I C O AT,UG 1 i 1998 HL}11 " 7 VINYL WINDOW GRAPHICS DETAIL ° , NA g. NEON PUCK SIGNS DETAIL l/A5.2 " 4 9. - "KIDS" ARCH DETAIL " 7/A5.2 1 - SHELVING WITH MEDITE II EDGE (SEE PLAN FOR LOCATIONS) DETAIL " 12/A6.3 259 BRACKETS.. FOR SHELVING ABOVE 1036 LOCK ; CORE TOTAL - 17 ABBREVIATIONS HANDICAP ACCESSIBILITY .NOTES SIGNAGE /EQUIPMENT- FIXTURE TAKE -OFFS MATERIAL/FINISH FLAME 'READ RAT( SYMBOL KWILA GAP GAP, INC. CORPORATE ARCHITECTURE 900 CHERRY AVENUE SAN. BRUNO. CA 94066 -3010 (650) 952 -4400 TITLE: NOTES & SCI-EDULES BRAWN: RICHARD KIM SCALE: AS NOTED CHECKED: MIKE MCKEON DATABASE & FILE NAME /home /Tic har dk/ dlx.5359_p/ db.ROL _ BD 02 REGISTERED ARCHITECT REV: DATE: ISSUE FOR: 07.09 -98 PERMIT APD BID SET REV.: DATE: INSIE .FOR: BY... PROJECT LOCATION: STORE NUMBER: SHEET NUMBER: BASIC T HNEACENTER A0.1 • F.D.I. SCOPE OF WORE: LANDLORD SCOPE OF WORE REVISED: APT';. TSAR ® © ©d i. Y K K SK SK x ® Y ® 20'-2 5/8" K SK ®® K 5K K 5K ® ©© ©®_® K SK Y y 1131111:11111311 . - - db oinna000000 II . d --J I ' 47 II / m 111 a m - 'c l� ir® K € • r _ fly. ©(1� 41 l 43 ;I 24•-9 778" 6 54 z. L ® ' \ . °A 0 i 8 0 ' f a • d -� , I 38 a ' < `. = o - . - - -- - --- - - -- 20'-2 5/8- m- it AI 17 TYP. 0 N9I1V ©_i I 25 6) ; -- ap, 26 O ,r 1 'Oa • ' I 9 14 !• 1, YP. 35 36 , � -' �1 i F m <J1 A© o Iii _ :u ` �: . T 1c' P: 16.6 • ,zn 2K K . K K K K - - IL ]j ) 5. • : -0 •E3 5 • a �� ;i ce - _ � ® �lY� K K K K ® . K X11 I i I ¢ � • �_ 2 7/16' _ _ O � _/ �� . L _ �- � ' / 1 ` ll I AI legrAMMEI 'K , T3' -3 3/4' ' - I . 16•-4. 5/B' ' / Y Y C.__-_-t 1 _ 1 Y Y Y Y ]L - -- Y Y Y Y N ( I N _— I I ^1 3,, 34= .t)-.L 9. 1 L-.u. 1 •og 1 F I I I — , " -- " -- I De- 20'-2 5/8' SALES AREA 00 46 21589 S0. ET READ- BLAST ANl SEALED -CONC. FLOOR A6.1 1 I I 20'-2 5/8" 20 ' 9 7/8" I I ® smniiiffiria .1 1 i 3 40 J 1 II u '� J II 1 I 57 _ E-- 31 11 1111 - 1111(! 11 WO ALIGN 11 00 5 5 __ - -- 111 11 1 5 - - -- - -- II S 5 - - 11 22 ., 'lltJ c H U b ¢ _____I■� - - ® ®® Ill T c> . AAl T 12 13 46 2 I 1 SD. FEET SHEET VINYL ROOK IfIGHT 9' -0" GYPSUM CEILING Q STOCK ROOM ©m 0 0 I I:: MOO OO 1 i I 1 SEALED CONCRETE FLOC1536 SO. FEET - - 66 SO. FEET FLOC; SHEET VINYL BOOR KENT EXPOSED TO RACKING - FEIGN( 8' -0' GYPSUM CEILING - >MANAGER'S OFFICE 13 46 0 WOMEN'S TOILET 0 CDC) 11 11 �_ II III 11 aA A ( AS98 1 O 117 SO. FEET 93 SO: FEET - .HEIGHT 8'-0' GYPSUM CEILING HEIGHT 8'-0" GYPSUM CEILING CARNET -0 GYPSUM NO PAD, DIRECT'(' ED0 N SHEET VINYL FLOOR 46 O MEN'S TOILET()(DC) > FITTING ROOMS O N — 1 s 96 SO. FEET 735 SO. FEET SHEET VINYL FLOOR CARPET BOOR - NO PAD, DIREC GLLEDOWN - HEIGHT '8'-0" GYPSUM CEILING EXPOSED CEILING TO RACKING 2V-0' 25'-0" 25'-0 25-0" 25' -0° 25' -0" 25' -0' 1 . 176' -0' `` " ■ 0 38 • 0 LOCATION FOR SALES AIEA THERMOSTAT(S) AT 54" A.FF. N MANAGER'S OFFICE. SEE KE'CK FOR REMOTE SEICOR LOCATIONS AT SALES. LOCATION GE ant i^t. NVB4ENCE OUTLET AT V AFF.. WHITE PAINTED METAL COVER PLATE WITH WHITE EECEPTAOLE BODES 6TOCK.MANAGER'S OFFICE C NI ON LOCATION OF MASTER LIGfiTNJG STATION AT 44' A.F.F. . ANODIZED AIM STOREFRONT IA iICN SYSTEM W/ V4 CLEAR TEMPERED GLASS. NXH USED CONG€TE SAS IF LE'W: VEERMf SLAB C LEVEL AND AT A SINGLE ELEVATION - BROOM CLEAN. AT EXIST91G SLAB STRIP A,1 ROCA COVERINt. S AND ADHESIVES, LEAVE BROOM O_E ANT VEST SL^.°. IS :.EVE ANT AT A SINGLE ELEVATION. TOILET ROOMS: FQA EGUFABNT SEE SPECIFICATIONS - FOR MOUNTING I£IGHTS SEE ▪ HI-LO WINO% FOLNTAN (TO CONFORM TO ADA AND LOCAL ACCESSIBILITY FECU NTSI WITH MARLITE BACK SPLASH AT 4'-00 ON 3 SIDES. ' 8 HAP) DRYER AND SLFFACE MID_ TRASH RECEPTACLE AT TOILET ROOM. SEE v FCR MOUNTING I-EIGHTS. ® EXISTFG PEAR SERVICE DOORS BY LANDLORD. NOT IVED LOCATION FOR ELECTRICAL PAILS iJ STOCKROOM. ® MCP SINK AT 2' -8' X 2-r JANITORS CLOSET - SEE PLOWING DRAWINGS. 3 PANT ALL SALES AREA, FITTING ROOM. MANAGER'S OFFICE. CORRIDOR, AVE TOILET WALLS BELOW DECK P-1 MIT AT DECK P-2 (SEE FINISH SCLEDLIE). STOCKROOM DOES NOT REOUHE PAINTING. ® STIN)TURAL COLLMi TO BE STAFEHL PRIMED AND PANTED II TYP. APPLY GAL ® NOT LE R) A6.3 ® FOR DETAILED AGI- OFFICE PLAN SEE ® SHELVING WIT 00 Fit ID PANEL. TYP ® MANAGERS OFFICE WOE COUNTER W/ FILE CABINETS BELOW. CANE!" TO CONCRETE TRANSITON AT ALL FITTING ROOM AREA. EAFLOYEE TINE CLOCK. SEE ELECTRICAL DRAWINGS. HANIGNTIIGOT WITS AT STOCKROOM EMPLOYEE LOCKERS_ FITTING ROOM BOARD. 45 NOT USED 46 PROVIDE TOUCH OF PAINT 4S FLOURED. BLLLETIN BOARD N.I.C.) LISTENING BOOTH. 58) NOT USED VLF (PENDANT MTD.) - SEE- 47 NOT USED 4a NOT USED 49 DDT USED ® WIRE BASKELS AT STOCKROOM N.I C.) 381 X 260 X 12011 51 PROCESSING CART IN STOCKROOM N.I.C.) 361 X 320 X 72 GAP, INC. CORPORATE ARCHITECTURE 900 CI-ERRY AVENUE SAN BRUNO, CA 94066 -3010 (650) 952 -4400 FOR MANAGERS OFFICE ELEVATIONS. SEE LOCATION OF HALES CDNVEN'IENCE OUTLET AT 16' A.F.F. WITH GALVAVIANS FINISH COVER PLATE WITH GREY RECEPTACLE BODES (SALES AND FITTING ROOM AREAS ONLY) ® CASED OPENING AT FITTING ROGA ENTRY TO BE 7' -0' AFF_ X 4' -8' WEE. ® NOT USED ® PROVIDE W GA. MD__ STUDS FITTING ROOM FEREETER WALLS FOR TENANTS PPE -TAB. FITTING R»EL ® DISPLAY CORd31 PILASTER © PREFABRICATED PILASTER WIT. ®OT USED ® N USED I T AANICATED F ITT NG ROOM PANELS AND LOWS. TYP. F.R. ■ FITTING RM. HAN(ALOD ALCOVE. EOUIPA£PIT & SHELVING BY TENANTS CONTRACTOR - SEE ® 3 -W MIN AY OR. TIP. OF 2 AT FITTING AREA BY MCRGAN MARSHALL). @ NOT USED NOT SUED CO) ALLAIN:EA W LEST 1L AT STC, T: MATCH EXISTING COLOR AK/ FINISH FINISH SEE 31 SHOPPCNG CART STORAGE AREA: 2'3' WEE CLEAR AREA AT STOREFRONT: D 20GA. GALVANIAD SHEET METAL WAINSCOT PAS SHOWN DOTTED. TO EXTEND BEHIND ID BEHLES rr SHELVING WITS AT LEAST 1-0' FROM PILASTER ON WALL. 33 3' -0" X 8' -0 X 20GA. GALVANI SHEET METAL WAINSCOT PANELS A ® SE DOOR SCIEXILE FOR ADDITIONAL LOCATION&. EXIT DOOR - SEE @ FREESTAN)NG/WALL SALES AREA SHELVING WITS W/4 FLOOR ANCHORS PER WIT 0 SEE STOKRODM PERIMETER SIWLVBNG & SURFACE MOUNTED STANDARDS SEE 37 RN SHELVING OVER HANGER TOOT & LOCKER LOCATIONS IF FF115HT CLEARANC' S ADEQUATE. P _O.S. CONNECTIONS AT MANA(EIS OFFICE. SEE ELECTRICAL DRAWINGS. A TYP. ICC F.R. Aft FOR SUSPENSION. ROLLING WEE SHELF TITLED N.I C.) 541_ X 180 X 52 RECYCLE BIN N.I.C.) 181_ X 180 X 6011 SURFACE MENTED WALL STANDARDS AT EMPLOYEE AREA FOR COATS. (3' -0" CLEAR) REFRITERATCR AND MICROWAVE ICY FLOOR PLAN KEYNOTES wt$aintpin REV.: DATE: ISSUE FOR W 07-09 -98 PERMIT AND BID AN 3 4 BY: 06 -19-98 PERLIMINARY LANDLORD APPROVAL RK RK 7'-7/8• REV.: DATE: ISSUE FOR: BY: PROJECT LOCATION: PARKWAY SUPERCENTER TUKWILA, WA TITLE: PLAN DRAWN: ; RICHARD KIM / FRED DUST STORE NUMBER: 5359 SCALE: V8 - 1 - DATABASE & FILE NAME: OHEO1ED MIKE MCKEON MO E/RIGIARawoes359 W/DRFLAN OD6 RICHARD D.R. STATE OF WASHINGTON SHEET NUMBER: A2.0 RECE CITY OF TU ILA PEpMR'CENTER .ARV 3 1998 998 GENERAL NOTES 1. ALL CEILING IfIGHTS AAE FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING OR 1G-IT FIXTURE. U.O.N. 2. PROVIDE ALEWATE CLEARANCES FOR RXT,.RES, DUCTS, CEILINGS AND RELATED PERTINENT OTEMS fECESSARY TO MANTAIN TIE SPECIFIED HEIG -ITS ABOVE FINISH FLOOR. 3. ARCHTECTT 1AL DRAWINGS DETOR IE LOCATION OF LLNNAIRES AND SLPERCEDE ALL OTHERS, 0.0.0. 4. SEE ELECTRICAL DWGS. FOR RXTL%E MODEL MAKES KEYED TO FIXTURE TYPE ON LEGEND BELOW. 0. AIILNTIONAL HAN(Eii AND SAFETY WIES FOR LIGHT FIXTIRES. SPEAKERS AND WCTWORK. AS REQUIRED BY LOCAL CODES, TO BE TIE RESPONSBDITY OF TIE CEILING SUBCONTRACTOR. 6. LATERAL BRACING FOR SUSPENDED CEILINGS BOB APPLIABLE BUDDING C(IOES) MUST BE PROVIDED BY CEILING SIBCONTRACTOR. 7. FIE ALARM / STROBE - AIDIOFVISUAL ALARM TO ADA REWIFEMENTS. MOWT!SIISPEND ALARM AS TO NOT NTERFIK WOO TENANTS 10' -0' HIGH DISPLAY FIXTURES. 8. PAINT EXPOSED ROOF STRUCTURE / DECK DUCTWORK, CONDUIT. J- BOXES, SPRNIQER PIPNG, LIGHT FIXTURE HANGS. ETC.. THAT OCCUR ABOVE 12' -O AFF. P -2 COLOR (SEE FINISH SCFEDULE). 9. SPRINKLER TAO LAYOT TO CONFORM TO CODE, TAKING INTO ACCOUNT LOCATIONS OF DUCTWORK, LIGHTING. AND LOCATION OF TENANTS 10 NIGH SHELVING WITS. KEY NOTES (7\ FOR CIRCUITING 8, LOAD CALO'IATION RCS. ALL LIGHTING FIXTURES ARE SHOWN ON THE FIE; LECTED CEILING PLAN. TIE REFLECTED CEILNG LEGEND BELOW INDICATES WHICH FIXTURE TYPES AYE TO BE PROVIDED BY THE TENANT. AND /OR LANDLORD. SEE ELECTRICAL NOTES I SPECS FOR FB3SJFEMEHTS ON EMERGJCY / NIGHT LIGHT CIODITNG Z LOCATION OF POWER BNB AT JOIST LEVEL TO T34ANTS ROTOR ILLUMNATEO STOREFRONT SIGNAGE (AT ALL SIN LOCATIONS), WOOS BACK TO 24 -r TIME CLOCK ADJACENT TO IECTRICAL PANGS N STOCKROOM. SEE ELECTRICAL DRAWINGS FCR SPECIFIC REQUIREMENTS. 3 LOCATION OF POWER SAE AT JOIST LEVEL TO TENANTS ABLE CASHWRAP POWER POLES SEE ELECTRICAL DRAWINGS FOR SPECIFIC REQUIREMENTS. ® LOCATION TO POWER STLE AT JOIST LEVEL TO TENANTS CUSTOMER SERVICE WRAP SEE OECTRCAL DRAWINGS FOR SPECIFIC REQ)IR OITS. O RXTIFES PREVIOUSLY INSTALLED BY LANDLORD ARE SHOWN DASIBD. AND APE NOT INCLUDED N THIS SOCK OF WORK. CEILING PLAN NOTES � E • 0 • 0 GAP r Pa .. All ;:I M..' 1, . _ i;1 Ok I I 1 X 4 SURFACE MOUNTED FLUORESCENT FIXTURE WITH ACRYLIC DIFFUSER (MANAGERS O"TICE. EXIT CORRIDOR, VESTIBULE AND MILT. OCC. TOILET ROOMS) • 6 FIET (TRACK COWS W/ ' 000 0' LENGTHS) VOLTAGE/1M 4' -0" GALV. SFff T METAL SUSPENDED MEND BOARD. SEE 9 _z_ r -- CAVITY LIGHT FIXTURES CEILING PLAN LEGEND 4 FT. OR 8 FT. FLUOR. STRIP FIXTIARE W/ SINGLE TUBE CHAN HANG AT 12'0' A.F.F. I X 8 FLUORESCENT FIXTIAE WITH 2 TUBES 1 X 4 FLUORESCENT FIXTURE WITH 2 TUBES CASHWRAP I - CUSTOMER SERVICE POWER POLE PORCELAIN SOCKET FIXTURE WITH PULL CHAN SWITCH. (JANITORS CLOSET) ECY^;.TIVE ACCENT FEi FIXTURE BY F.D.I. MUSIC SPEAKER iLNG RECEPTACLE WALL-MOUNTED FUXIRESCENT AT DISPLAY WINDOW 4 EXTERIOR HO-I PRESSURE SODIUM FIXTURE GAP, INC. CORPORATE ARCHITECTURE 900 CHERRY AVENUE SAN BRUVO, CA 94066 -3010 (650) 952 -4400 Acx LAUB. WALL-NMTD. IP/DOWN LIGHT (SIN(QE 8 MCAT. OCC. TOILET 0015.) ILLUMINATED EXIT SIGN -WALL MOUNTED PFEFEPED. SUSPEND FROM STRUCTURE WI REQUIRED 07-09 -98 PER.AIT AND BID ` 3' -4", 7' -7/8" (u� @19 LKI 3' -10 I __y. z_i__ 0 0.0 a o 4 9 .9 Q O 9' 9 0 6 0 0 6 0 0 0 o• EQUAL EQUAL " EQUAL. EQUAL 3'-6" _ J ®1 a a S 6 3' O I I 1 I I I - + -4. i .6 6 6 6 0 0 6 0 6 6 0 A ,k !I ,M 1536, SQ. FEET CEILING OPEN TO STRUCTURE ABOVE °MANAGER'S OFFICE 117 SO, FEET PAINTED, GYP.' BD. CEILING o 8'-O° A.F.F D$ MEN'S TOILET 96 SO. FEET PAINTED GYP. BD. CEILING e 8 -0" AFF 25 -0" wt8aintrcp REV.' DATE ISSUE FOR. BE REV.: DATE" ISSUE FOR. 06 -19-98 PERLIMINARY LANDLORD APPROVAL RK o 9 BA 25' -0" r.0 0 0 0 0 0 O 0 9�1 L "] • 51,589 S0. FEET CEILING OPEN TO STRUCTURE ABOVE 0. 6 :6 6 JANITOR'S CLOSET tS 735 S0, FEET CEILING OPEN TO STRUCTURE A I I X I x I X I x I f; 1 ! . 9 0 F -1- 1. 1 .1 II 1 F -I- i I ,. I i '� I F -I- I SI. Dr; 11 SO.: FEET PAINTED .GYP. B0. CEILING o 8' 'A.F.F 1 I (S151 1 .1 I I i i l E0. 1 I 51ST 0 0 0 L!7 I I ® 6 6 cla 0 0 0 0 0 0 0 0 0 1®i • 4., 00 6 6, 6 6 EQ. 1 �N 1 I EO + I i 51ST I 1 + • • E0. 0 0 0 0 ..2_.4_2. 25' -0" 176'0" PROJECT LOCATIONS .. ® I 0 0 0 {: 1 1 I . 1 " 1 -I g F -I- -I • ,. I ,1 E0. II F -1- -I 1' F -I- -1 - I _l. F I -.1 1 -1 . I ,I I c- I. „1 I SI: a.I a: l SF:I 1 ' 1 a 1 1 1 Y 1 ,c_ Y 1 Y 1 '0 I' 1 Y I Y I Y I Y I ,5 1 I 1 I 1 1 1 I I N 1 1 I I I N 1 ❑ 1 O O O O O O 1 I I I I r - + -i i I I I I 1 F - + -i I I I 1 S I S I I ® �I. f I i I I I I , ISIS I I 0 0 0 — 6 6 6 6 6 6 !'Y PARKWAY ' SUPERCENTER TUKWILA, WA TITLE.' REFLECTED CEILING PLAN, DRAWN: R1CtIARD KIM / FRED DUST r I 0 6 I I 00 1 1 151 I I I 1 25'-0' B] SCALE 1/8• - 1 -0" • 5 15 I S + • 0 0 0 0 0 0 5359 6 6 6 6 • 25' -0" STORE 0000ER DATABASE 8 FILE NAME. q-EC/EOE MIKE MCKEO4 WiDR.CEO-J30 25-0" CAI) I'ii TUKW A RFP00\L AU6 1 ( 1998 5852 REGISTERED 5'-7 5/ I r �. � EIN pulls T WikmBER: i RECEIVED CITY OF TUKOYLA JUL 1 6 1918 ARCHITECT FIICMARDDR C A3.0 STATE OF WASHINGTON PERMIT CENTER .RAJ 3 1990 PREFAB PLASTER LNIT MUM TYP. SFE1VNG WITS SEE EXTEND ALL PAINT & WAINSCOT r-0" BEHIND BCOTHSET. EXTEND FINISIES BEYOND USE OF BOOTHSETS. TYP. GAP GAP, INC. CORPORATE ARCHITECTURE 900 CHERRY AVENUE SAN BRUNO, CA 94066-3010 (650) 952-4400 GA. WAINSCOT TO MASSE RAIL HT. AT STOREFRONT NOV. : DATE ISSUE FOR: 07-09-98 PERMIT AM BID SET BY REV.: DATE: ISSLE FOR: BY PROJECT LOCATION'. • PARKWAY SUPERCENTER STORE NUNSER: 5359 TIMILA, WA ... ) 1 ;16 -- ---1 TITLE: INTER ELEVATICNS SCALE 1/8* 1 DATABASE & FILE NAtk. CRAM: RICI-IARD K1 CIECKED: MIKE IVICKEM FokiRDIAFCM8.5359_WREELEVUMO CONCRETE BASEkLE SOUTH INTERIOR ELEVATION 2 EAST INTERIOR ELEVATIO0r JUL 139E • GALV. WAINSCOT & VINYL BASE. TYP. ?TA AFT T.O. N.E • GA. WAINSCOT TO MATCH RAIL HT. 0 A.F.F. 0 AT STOREFRONT 51-BET NUMI3ER A4.0 AUG 8 1997 IllfiiallEM WEIMICWAIR6/ , ts A r AM 0 tor or [E\1 --....--- , / / /, . ' \ ©x «t � � �1 \ /��� \\ WV: :% ', '/''' 0 6 ItIDIVIDUALLY ILLUMINATED LETTERS WITH BILE VINYL GRAPHICS OVER WHITE PLEXIGLASS FACES AW PAINTED WHITE RETURNS BY TENANT BLOWERG WIWOW SYSTEM BY OTHERS ("_D EIFS F BY OTFERS. FOR COLUvIN, NOT ® ENTRY / EXIT DOORS BY OTI-ERS STOREFRONT CANOPY STRUCTLRE BY OTTERS. 0 WON SIGN BEHIND GLASS BY TENANT 0 EXTERIOR LIGHT BY TENANT. ..I-BOX AT SWWN LOCATK4S BY OTI-ERS. P AA AA; A A A ALA • ISSUE FOR: GAP 9 wi TT HE ND STRUCTLRAL ENGINEER TO DETERMINE KETAL INSERT PAWL AS PART OF GLAZING SYSTEM TO BE PLACED ON TOP OF 4' CONCRETE Silo BY OThERS. ITEM OF TFE WEAK SMAGE. TYP. BY TENANT 1® STOREFRONT GLAZING SYSTEM BY OTHERS GAP, INC. CORPORATE ARC1-IITECT1JRE 900 0-ERRY AVENUE SAN BRUNO, CA 94066-3010 (650) 952-4400 REV.. DATE' 06-19-98 PERLIMINARY LANDLORD APPROVAL 07-09-98 PERMIT AM BID SCT BY PRO.ECT LOCATION C® PARKWAY SUPERCENTER C NOTE: SHADING TO DENOTE ARCADE IN FRONT OF STOREFRONT GLAZING. STORE NUMBER: 5359 R TUKWILA, WA 07,15)1 TITLE: STOREFRONT ELEVATION SCALE 1/4' • T DRAWN: RICHARD KIM CFECKE0 MIKE MCKEON ICKE/RICHAFCK/013.5359_WOLSFRT_005 DATABASE .0 FILE NAIVE: REGISTERED ARCHITECT RICHARD D.R. ANC STATE OF WASHINGTON (83 c_rx, CS YFFOI uc, • JUL o TAO SHEET NUMBER A5.0 296• .A.F.F. 00 T.0 COtuktr sr AFF T.O. ATLA " JUN 3 09 7 -0" A F F B.O. a.Aorill- or AFT RECEIVED CITY OF TUKWILA I PERMIT CENTER , 1 1121 35 . -0 . .- 6'-5' HIGH INDIVIDUAL INTERNALLY LUAIINATED CHANIEF. LETTERS BY GAP WIDOW SYSTEM BLOMBERG OR SERIES FIXED LORD. OR EQUAL BY LANDLORD. -- SEE — SHOP BENT CAP FLASHING WITH MAXIAIM OF 4 BREAKS N RADIUS. . EMIRS. ASSEMBLY _/ BY LANDLORD 35 -0 ,-y fl r... TA. AAq# , WEATHER PROOF LOUVERS AT BACK FACE OF PIERS FDA " VENTILATION OF CAVITY TO PREVENT MOISTURE AND FEAT BUILD-UP. (TYP. OF 2) FOR LOUVERS SEE - — _- - - --- -- -- -- _ I -- 53 I c _ _: MAY VARY « ; o � t— i / SPRINKLER READS _ _C _ � �' ! I MAY VARY I, S R ) i " 112• CLEAR DIMENSIONS VARIES WITH STOREFRONT MD LETTER SIG. CONTACT GAP CORPORATE ARCHITECTURE. LANDLORD TO PROU - J-BOX (4 CIRCUITING) CV PER RETURN AT INSIDE CAVITY FOR FUTURE CONNECTION OF CATIONS— AL ELEC. PAI$ Irc SIGNAGE__ .UIT D FUTUEE COP TENANTS S �� CORRUGATED METAL I NNW - I f _ DECORATIVE ROOF OVER BUILT -LP HOOF. RIGID INSULATION AND 1-V2• METAL DECK 2•� �' ''d • l 1 - i \ i t --- . .1 oi WEATHERPROOF LOUVER •2 AT BACK FACE OF PIER - (BEYOND) - _RIOR j FLUSH W/ CAVITY FACE. PAINT WHITE TO MATCH CAVITY ' : — / � L � am' 1 ROOF CONNTFONS VI ''< s � - - - -- =L r l I 1 4' -0 CANOPY CONSTRUCTION BY LANDLORD. '� 'I - /` - o - f I I I i > > ��, III N I - I // / / E \ I \\ I I CLEAR. ANODIZED GLAZING SYSTEM PROVIDED 'PM INSTALLED BY LANDLORD. •825 MJNTIN - j a . BLOMBERG TYP. BOTH FACES. TENANT SCOPE OF WORK TO INCLUDE LETTER AND RACEWAY ATTACHMENTS -I � / �.. 0 -° 8� t \1/ ' + 72 ( — — NOTE WHERE FINAL ELEC. PANEL CONNECTIONS ARE NOT AVAILABLE. PROVIDE CONDUIT WITH PULL COM FROM TENANTS DESIGNATED PANEL LOCATION FEE FUTURE CONECTION BY TENANTS SW. ONLY. STOREFRONT SYSTEM AND CANOPY TO BE INCLUDED .IN: LANDLORD SHELL DRAWINGS. VARY MAY VA E . -BOX FOR DD TO PROVIDE J- EXTERIOR VW ON . i, � STOREFRONT : ELEVATION 1/4.,= 1:_p:. n —r 1=7 I O , r E a S -'. . R C �:.i A P F c D � m Aub 1 T ,9s I ` - ........................ f L� • 'r '1111: � n' o• — /� B.O. CANOPY '�' .. - .. '8..._ C I \ TS 14 X 14 (MAX) TO SUPPORT 1 \ CANOPY OUTRIGGERS AND BLOMBERG SYSTEM AB MULLIONS SPACING TO ALIGN WITH WIDOW SYSTEM A - CANOPY. OUTRIGGERS ABOVE, TYP. _ .. I UE OPEN TO ROOF \ - TS 8(MAX) X E 14 INTERMEDIATE WLJA - TO SUPPORT HEADER. / BLOMBERG °825 MJNTA TYP. BOTH FACE _ \ .. T.O. DOORS V .. J L � L O E. OF WORK TENANT SCOP TO INCLUDE LETTER AND t IT RACEWAY hTTACHMEI� I S ONLY. T NT AND CANOPY SYSTEM D C TO BE INCLUDED IN � LANDLORD SHELL DRAWINGS K OPEN (E) ARCADE XT BEY / coLUM4 _: BOTH SIDES TYP. Y .............._. ........._..................... .._.. ......... .............................. ...... �....................,................... ...m........................... ......... ............................................ ............................... .......... .............................._ .................................... ............................... ..........._........... .............................._ ................................. ....._......................... r - REVEAL TO DIVIDE D - � ; ':� T.O. BASE - ,. CANOPY SHOP PAINTED C BE TO MATCH r T SYSTEM. o h1A cFl E) sraRE�RON S _: FOR CANOPY DETAILS.: SEE:: � PR-6 I TENANT SCOPE OF WORK TO INCLUDE LETTER AND 4 -8' 72 4 RACEWAY ATTACHMENTS ONLY. STOREFRONT BASE AND LIGHTER caLeN . / \ SYSTEM AND CANOPY TO BE INCLUDED IN LANDLORD SHELL DRAWINGS. STOREFRONT SECTION ` EFLECTED ; CEILING PLAN A CANOPY RECEIVED CAP GAP, INC. CORPORATE ARCHITECTURE 900 CI - ERRY AVENUE SAN BRUNO, CA 94066 -3010 (650) 952-4400 REV.: DATE: ISSUE FOR: 06 -19-98 PRIIMINARY LANDLORD APPROVAL . RK 07-09 -98 PERMIT AND BID SET BY - REV.: DATE ISSUE PER BY:. PROJECT LOCATION: PARKWAY SUPERCENTEP, 5359 D TUKWILA, WA TITLE: BREEZEWAY STOREFRONT / DETAILS DRAWN: RICHARD KIM STORE NUMBER: SCALE: AS NOTED DATABASE & FILE NAME: U-EXED : MIKE Mq(EON MOMS /RICWI{DWD8.5359j/SHR.AS1_SSFB 5 . 2 REGISTERED ARCHITECT RICHARD D.R.F.FIANG STATE OF WASHINGTON SHEET NUMBER: A5.1 LA PIS 1 51998 PERMIT CENTER .15 R 1998 SPt-CFICATIONS FOR RI OMRFRG SFRIFS 880 FIXFO FRAM WINDOWS s R 2 x' (i6 TUBE. s E. OVER RUST INHIBITIVE PRIMER. "TY'. P LATE D AL COVER / 1 / / / /�� / / / /�/ /� I'IP CUT . :I 'DTI& E 1. THESE DRAWINGS TO PROVIDE LANDLORD ARCHITECT INFORMATION FOR SHELL CONSTRUCTION DRAWINGS. NOT IN TENANT SCOPE. 2 LEAD TIME FOR MULLION SYSTEM IS 5 WEEKS : � 518° EXTER10R *JAL SNEATHING OVER FRAMIND 1 1/2" —V li . ins- • EfiS MAT.. Of ALUMINUM FIXED FRANCS SHALL BE SERFS 880 LOW PROFILE EQUAL LEG FRAME (765) WITH EXTRUDED STOP (711 -A) AND MSTALLATION CH•,F - WITH ATTACHENTT RANGE. (720 If MOPED) 2. SEALANT AT BASE BUILT- O S ECTI ON ® SECTION MINIMUM THE WOW MIER THIS BECTON INCLUDES ALL LABOR AND MATERIALS FOR THE COMPLETE FABRICATHDN. GLAZING AND ASSEMBLY OF THE FIXED MME WINDOWS AS DETALED IN TIE ARCHITECTURAL DRAWINGS MA FERLIINOER SPECFED. E.If.S. AS Rf01 E.I.F.S- E.LF.S. 7HORO SYSTEM � � t N SCA. 3 e GL A. 1 " T �R EEALAN TYP. MULLION SYSTEM AND GAZING NOTES r W =`COWS SHALL WET OR EXCEED ANSI7AAMA X11-93 F C40 FOR MORE SEVERE WEARER IXADITIOS BLOMBERG WINDOW SYSTEMS CERTIFIES THAT THEIR DELIVERED WINDOWS ARE MAtJIFACTIJRED TO Of SAME SPECFMAT!OAS AS UNITS THAT WERE TESTED 8Y INDHT LABORATORES AND SUCESSRLLY PASSED ANSI STANDARDS FCR THE DESIGNATED SERFS. BLOMBERG WINDOW SYSTEMS MANS NO REPRESENTATION THAT FIELD TESTING WILL NECESSARILY "YELO SP./LIAR PEO AMANCE VALUES SINCE THE PRODUCT COULD BE AFFECTED BY %ERGS INSTALLATION OR .A)JOTMEJT, INSUFFICIENT MAINTENANCE, AND THE EFFECT OF AGE AND WEAR ON THE WEATFERSTRIPPNG. 4. MATFRIAI �- - LIM BLOMBEAG" 880 " SERIES READ __! ►�'�'�" p EXTERIOR FACE METAL STUD FRAMING ti I' I Iff v ( - I I ;- _ 5/8' EX7. GYP. BD- EPS FOAM SHIM AS flEOD. V4'' aux PL0.TE GLASS FILM. 3M °SH2MA SCOTH °MT- MADICO °MT 2OC x 2Mv1 BY BLO W/ GLA,aNG SHIELD' OR IIL�II jl / ' . O FLUES. OVER 3/4' MLNPARA 040 BRUSHED ALUMINUM. COVER - - .. -- /�� / / EP. STEEL. SEA! TO PREVENT PLATE OVER GALVANIC ACTION. APPROPRIATE STtEI PEMBErt WELD TO HITAL STL. MEMBER - - I TOP AND BOTTOM. PAINT WITH WS IN-116. PR PRIWE COAT : FINISH WITH BRIGHT WHITE EXTERIOR ACRYLIC ENO EL. BLOMBERG 880 SERIES MILLION SYSTEM NOTE FOR SIGNAGE DETAILS, SEE SHEET PR -5 • . , 4.1 All FRAAE AND MILLION SHALL EXTRUD® ALUMINUM ALLOY 6063 -T5. 42 A'? .ASS SHALL BE AS NOTE0 L4' SOLEX PLATE WITH WHITE a.AZIM: FILM OR 3/8 NCH LAMINATED W/ TRANSLUCENT WHITE INNER LAYER 5. FINSH EXPOSED SURFACES OF FRAN.E SHALL BE COATED WITH TFEFINAOSETTING ACRYLIC COLOR QED CHROME" E A (Y1MRTAI IT_TRt1N - � `S � � - _ - ! I 040 BRUSHED ALUM. COVER PLATE OVER PAINTED STRUCT. STEEL. AS R&M TO MEVEHT GALVANIC SEAL I I MA TF ACTUP R. ACRYLIC FINISH BY MAMIFACTIRER. EQUIVALENT SYSTEAG S1,FS,ECT TO GAP APPROVAL - w o. t . t . E.,- cc t U4' SOLEX PLATE GLASS WITH GLAZING FILM - ' � / � V V 3M - 2H SCOTCH SHIELD" OR a °MT- 200 -X. 22144.. OR EWAL. 825 APPLIED MAT BLOMBERG IN ACTION - STRUCTURAL STEEL. PAINT. WHITE OVER MUST - INN4161TIVE � PRIMER � ' � 1 ' � I I _ H - -- IL r' r I. ND FRAMES SHALL BE A MINIMUM OF 2 VS INCHES DEEP, 6.1 ALL WINDOW WITH CORERS MDRTI� AND SECURELY JOINED WITH DOS F PLATED STEEL SCREWS ENGAGING INTEGRAL EXTRUDED SCREW RACES. Ali FRAME JOINTS SHALL BE SEALED. 62 ALL GLASS SHALL . BE BEDDED WITH BUTYL TAPE AGAINST A FIXED STOP MC F1FHLY FELD N PLACE WITH A SQUARE EXTRUDED ALIAHHA4 BEAD WITH LTTEGRAL VINYL GASKET. 7. �ISTALLATION � ( - l E.IF.S. ASSEMBLY BY DRYVIT - OUTSILATON PLUS, SANWEBKLE FINISH, 'DOVER SKY' °X14 - - ' ` V ... - .. BLOMBER6 825 APPLIED - I (f» � y , 11 ) �� , �- ... _ . � . MARTIN TYP. BY BLOHAHOG I - I - { ' / 2 _ FINISH 11� I CAVITY E— WHITE PAIT!T .. TF��..{...�.f I kLIt„'J I ,, - t VERTICAL-. 835! VERTICAL MALIGN CONTINUOUS ALUM. CHANNEL RACEWAY .: ATTACHED TO STALLER. PAINT STEEL IN v - 7,1 ALL WINDOWS SHALL BE INSTALLED BY SKILL® WORK EN TRAINED FOR THIS TYPE OF WORK. 72 ALL OPENINGS SHALL RUT PFEPAR® TO RECEIVE WINDOWS. MIMED SHORING OR DEBRIS MUST BE REMOVED AND ANY CORRECTIVE WORK COMPLETELY ED PRIOR TO THE START OF WINDOW INSTALLATION. 73 WINDOWS SHALL BE INSTALLED LEVEL, SHARE AND PLUMB WITHWT 7.4 NAL FIN WIDOWS SHALL BE SECURELY ATTACHED TO TEE FRAMING WITH 3/16' STAINLESS STEEL SCREWS PROVIDED BY WINDOW MANJF C1 R. SPECIFIER NOTE ALL NAIL FIN INSTALLED WINDOWS REQUIRE A FLASHING OR SEALANT SYSTEM AT THE INTERFACE OF THE PERIMETER FRAME AND THE SURROUNDING WALL MATERIALS IN - ORDER TO PIK)VDE A WEATHER RESISTANT BARRIER AT THAT INTERFACE. BLOMBERG WINDOW SYSTEMS DOES NOT DESIGN OR REOM D FLASHING SYSTEMS. THE WINDOW RAW NAILING ....P ATTADJYENT FIN SHOULD NOT BE CONSIDERED AN ADEGJATE BARRIER BY ITSELF. AN APPROPRIATE SYSTEM SHOLD BE DESIGNED AND DETAILED IN Of DRAWINGS AND SPECIFIED UNDER TEE SFECEICATIOd SECTION COVERING THE SPECIFIC WALL MATIALS. IL_CLEBN - -.. s I L - : SECT ION AT GLAZING JAMB 1/2" = 1'-0 2 I .. \ \ \ \ _ " � 't �. ( - I Q , - ) - �- - Q 8 %5 rsLCr vtin� JlA"- - \ \ \ '. \ \. \ \ I I OLD NAVY SIGNAGE SHOWN DASHED FOR GRAPHIC CLARITY. FOR SIGN DETAILS, SEE SHEET PR -5 " .�Al.t APPLIED MLNTIJ. OR EQUAL 836!836 E.I.F.S. ASSEMBLY BY DRYVIT - - ULTRALATION, SANDPESE FINISH, 'STAINLESS' °453A - - _ - 4 VERTICAL MULL ION, CR EQUAL. _ - I I ,. — EXISTING STRUCTLR.4L FRAME SHOWN DASHED - . - "OLD NAVY" SIGNIAGE SHOWN DASHED UE AFTER WINDOWS APE INSTALLED. ALL UNDUE IL MARKS SHALL BE REMOVED FROM ALL GLASS AND METAL SURFACES. FINAL CLEAN.:; SHALL BE BY THE GENERAL CONTRACTOR. 9. PROTECTION - _ a I I I 1 I I i � °` - - ' I r r i c _ � I 1 I t w I o o I � . PROTECTIC*1 OF ALL INSTALLED WINDOW UNITS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. X1 1, .�� - CAVITY '- " r - , r 1 r r r - STOREFRONT, SPE T IONS r No SCALE PIER ELEVATION 3/4' =1'-0' I C O G" 880 SILL W SHIM AS . REOD. >• I I _fir_ I I 1 ` r I I \ I I\ I I 1 / L J \ 1 1 1 1 1 I � / / I \ 1 J I I I Q : ° ° W <n - STRUCTURAL STEEL PAINT li 5/8° PAINTS) GYP- IL E7. FINISH WHITE -" I I ® v1 c o m I I I I I METAL STIR FRAMING s j L_ J L J L— LI - .l L_ J I i L J f I7 ° I il F SIT STRUCTURAL. DRAWINGS. SEAL AS REQUIRED I I j _�1-_ I } I . - _ —�� BY LLANDLORD ®I I® 3 EY MABJTINI 3 EQ. MNTN 3 EQ. MLNTIN 3 C-0. v ain MLNTN 3 EQ. MLNTIN 3 EQ. MLNJTIN I ` - 1 .,, , 1 ` Il \ I }CSg B° 3M4 6° METAL STUD FRAMNG BY LANDLORD 111 WIN SEGMENTS - WINDOW SEGMENTS WINDOW SEGMENTS 40' -0' W MOW SEGMENTS TYP. WINDOW SEGMENTS WINDOW SEGMENTS -,/ PINY VARY) � ,�• ".` NOTE: SEGMENTS SHOWN AS EXAMPLE. ACTUAL DESIGN MAY VARY I ' I I ENGAGED PIER - 3 /4" 1' 0" FREESTANDING PIER 314 0" f SECTION (BY LANDLORD) 1/2 T U KEY ELEVATION 1/4" - 1' 0" 1 _ ( 5 GAP GAP, INC. CORPORATE ARCHITECTURE 900 CHERRY AVENUE SAN BRUNO, CA 94066 -3010 (650) 952 - 4400 BY: 06 - 98 PRELIMINARY LANDLORD APPROVAL RK REV.: DATE: ISSUE FOR: 07 -09 -98 PERMIT AND BID SET RIG REV. DATE ISSUE RJR BY: PROJECT LOCATION: PARKWAY SUPERCENTER 5359 TU(WILA„ :fiA. 1 o° u(I5C4 TITLE: GLA7NG DETAILS BRAWN: RICHARD KIM STORE NLMBER: SCALE AS NOTED DATABASE & FILE NAME: afaF: MIKE MCKEON mn.E/RlauwIVo J'rsHHT.A52 -SGz 52 REGISTERED ARCHITECT RICHARD D.R. C ANG STATE OF WASHINGTON SHEET NUMBER: cm O FTUKWII.A JUL 1 6 1996 r J. S 1998 - _ . - - - - uuu� .. :. ` V , li N iC . - / - "r `y - - I4 VVV it _iNI NI:‘: 4 iN 14 111) i iiii 11,11/111 - . ,090 ALUM. HCUSING - at e e V8' X 3/4' WHITE TRIM CAP FACADE 090 BENT ALUM. RETIRN I. ! � II _____—_-2, gill/ EPDXY jj INDIVIDUAL ILLUMINATED LETTER Q . ■ t / I LETTER RETURN PAINTED WHIT j r ® ,\,-- - ! V4' DIA. WEEP HOLES (AS REQ �� A TO 063 • `ATE TO . 063 //,,V i / �,i / / ra \ , ' •; 5/16' SELF TAPPING SCREWS AS REQUIRED IGt HOLES ALUM. ELEVATING BRACKETS �� 16 W ITE 6500 WHITE PEON DOUBLE TUBES - 2' -0' - - 3/1G' WHITE PLEXIGLAS {'I� WITH BLUE VWYL FACE FOR PLATE - /fir - - - 'may =' o J. � %!% ✓/i ��{ � i - � _ PAINT BACK AND SIDES OF SIGN INTERIOR WHITE ' lar- P�fSH SCtEEN INSIDE VIEW METHOD OF ATTACI -MENT -' 1 1-3/4. GLASS TUBE SUPPORT 'i FETAL I STRUCTIAE BY SIGN CONTRACT _•.. WITH EXTENSION RIVETED TO LETTER BACKS SECTION 0 SIGN 3 ®Q T ' TIP ,4_. N2® 5 TYP. LETTER SECTION .. it i��I � � lM11NUM •' LNG 60 MA - . ' TRANSFORtVfR (iII I . 6 .. - �g .EXISTING PYLON SIGN „ c NEON E TUBES PLE ` AS HOUSING. FETIBA v �•.o. 3/16' WHITE BLUE VINYL WIN WI Ik -A i t % / % ir PAINT BACK AND SIDES' �. SIGN INTERIOR WHITE 1.. ,r A Per / / / / / / /i /'A \ \ ( ! i, �•, i;; ii ,. �I _ �� � VS' X COPY - BLUE VINYL S ON 3/1 LEAVE A 1' WHITE PLEXIGLAS BORER RIM CAP /�/e�///e/V / // � /��� / /7/71/ , / /�7 ///�„ ® J-BOX BY ELECTRICAL CONTRA OR �� � /#7./Lei CONDUIT BY SIGN CONTRACTOR TO w ill :. BE CONFUTED TO LETTER J-BOX '., ��' N _ ® '� ���vR7� //��� �/ O R D D - UUG.IU M .asp �I�� 5 /1fi" SELF TAPPING SCREWS ,�I AS REWIRED !� \ �- A ) �����7 ��� 44I ����5�� ���d��/.%/���� - ', �w��� / f 0 % /. - t3/4' (,TAGS TINE SUPPORT bETAL EXTENSION WITH ; - \ ... RIVETED TO LETTER BACKS � /� EPDXY P EB• 6 H LIGHT ALUM. PLATE TO BLOCK LI FROM HOLES WELDED TO ALUM. ELEVATING BRACKETS FOR PLATE, BONDED IN PLACE ; "7328 WHITE BLUE HAL LOGO COPY- BLUE y SCOTC 3M "3630 -36 APPLIED TO 3/8 , H4w & HAAS 'ACRYLIC WHITE PLEXIGLASS. 40•NWATE AND VERIFY WITH TENANT COORDINAT®' BEFORE INSTALLATION. • MESH SCR VINYL FIELD LETTERS V4' DIA. WEEP HOLES LAS REIN V8' X 3/4' WHITE TRIM CAP PYLON ` I N PANEL o QnTTnt�n �5 LETTER BO R R ® %� TYP. 'OLD NAVY' LETTER T 2 N28o2 N2A65 -T N2A60 B XXxXX �• T / EXISTING PYLON SIGN j - reffifiA INDIVIDUAL ILLUM. LETTERS / I I g � % j �')'n'� / T r : i���, /"' r � I I � I %� �� I S ^ e ' W/ LOGO COPY APPLIED TO 3/16' WHITE PLEXIGLAS FACE �1 �1� / I 1// 'I �i a OF SIGN e.!���' � �.� . u r, /.1 %-/ Anti LOGO COPY - BLDE VINYL SCOTCHAL 3M °3630 -36 APPLIED TO 3/8' WHITE PLEXIGLASS. COORDINATE AND VERIFY. WITH TENANT COORDINATOR BEFORE INSTALLATION.: . _ oaD mGti717 - J ems DIMENSION KEY: :%// /li:// / ///. y� L►r >► //� \ _ , r gege d _ > - E A 6' - 5" NOTE DRAWING OF SIGN ELEVATION IS NOT TO SCALE. SI(TN MANUFACTURER TO SUBMIT SHOP DRAWINGS TO SCALE AS DETERMINED BY DIMENSION KEY. APPROXIMATE WEIGHT OF�� 5' LETTERS : 90- LBS/LETTER. t, B 36' - 8" Y - - -- --DEB PYLON SIGN (ONE OF Two) 14 NAVY SIGN GAP GAP, INC. r CORPORATE ARCHIT> TORE 900 Ct 3RY A - `" ! E SAN BRUNO A 94066 -3010 (650) 952 00 BY 06 - 19 - 98 PERLIMINARY LAImIARU APPROVAL RK FEY. DATE= ISSUE FCC: 07 - 09-98 PRAT AND BID SET FEV.= DATE ISSUE FOR: BY: PROJECT LOCATION: STORE PAI,EER: PARKWAY SUPERCENTER 5359 TUKWILA, WA TITLE. :. SIGNAGE DETAILS GRAM RICHARD KIM D2 SCALE- AS NOTE? CFECXED: MIKE MCKEON DATABASE & FILE NAME noE/WCw OK/O7 53982rsHT.A.R1_SSGN 52 REGISTERED ARCHITECT RICHARD DA. STATE OF WASHINGTON LA AAV 19 1998 j ` � "SILVER" L LD P,ETHA FAINT. T PE UJATASk, '0TEM A BRACKETS 8 SELF TAPPING - ad Imo T D TIE ROD SUPPORT ' TS W X 14 X VZ- STRINBEA -. - - IP* - ` SHERWIN ;CROTHAHJE I ALUMINUM ;.SL';. MATTE STAINLESS STEEL F€x 5,"f,EWS - - - W/ IM TAL CLEVIS EACH END SHE 'STf'IDTURA4: DWGS _ . 6 FINISH TO BE � i� 7' -6' CASIOS FINISH. AC COLOR : FOLLOW MANUFACTUFEO SH:U.41EtD0TILO`. AND TO FIEVENT GALVANIC - .. P4 - f�ACTION m - r , II - - TN TT DENOTED FOR PREPARATION ::f LL55TFtATE AID APPLICATION =F FUSEL 1 I BLOMBERG DENOTED AS IN DRAWINGS. _ 13 . `� - ' ' TS 6 X 3 X 1/4 FROSt - 1 . - I ' Z (VARIES) P4 Ir D TFAEADED P4 ` X ..., TE ROD SUPPORT 3 1/2 X i _ PJD NE7AL CLEVIS / j - - - / - .. .. ; '. - .., ':. . • i €TAE ANGLE .. I . 0 ATTACHE' TO �/ // / . GUS STAINLESS STEEL LATE , - -.. P4 M WITH V2' D - !,r _ _ _ _ �• CARNE ) NAY d BOLT BO _ s 1r s ' -X 1 l/2' METAL ANGLE - - .. - i , ® !1� P 4 '/ /� - TS 6 X X V4 � r ' a .. f T Ci • METAL FRAME - 72' A.F.F. . � , %%% - I .' I I P4 B.O. STRINGER IIIMPAIIII J 3 _ 1 . 0 „ 1/ 4' ' = 1 -0 CENTER BRACKET (ELEV.) ' 1 4 CANOPY END CONDITION (EXT.) 3 „ = .-' ! 11 STOREFRONT /CANOPY CONN. (EXT.)! . _ J 8 � PARTIAL CANOPY ELEVATION ENERAL NOTES — 2 / TS 6 V4 OUTRIGGER pq WIRE MESH CANOPY Ml II- a E:. E E I STEEL SUPPORT s . .: ' um j,,,' „•,,, I 7” o THREADED :2;; 15 9 / ETAL TIE R Oo :: :a:::s w -- �i - _ •: SYSTEM 3 v2° x 1 v2• . o... 7 X 14 X -- - - 1 PRIMARY STEEL HDRINT,AL SUPPORT S 14 1/2 ® ,:.... _...I .: .. :::'E ..... - f STRINGER - � METAL SHELF ANGLE :: � ° "•� � Z: " "a :::r.::9 :•:.a , IE IIEEI: @ =�a IE.a I .M M M I W/ SELF I)T APPING T STAIMES L���oi��� P4 ELI Z.......... STEEL FE SCREWS TO PVENT . .. PQ X f;<�. , S - - _ GALVANIC REACTION \ = I . " - ••••••• - \ WIRE MESH CANOPY Mt .':'. _ •. a a- E-'.Zi CLEVIS — — - -- - -- 1 . ...........n......• .a e. L B4 - till l � I — — — — j KIf PER SPE FIC �I1 > _ ■ {'ll (L —_ • AN � DESIGN V2° X 1 V2° R PO IGN - i METAL SHELF .ANGLE P4 Ind E ::G .: 6 LL C METAL TSS6 XFRAX V4" '. I_- 1— — -- + `�\ ••• D THREADED as 1 METAL FRAME P4 �' - : �.LE:: V4" AINL STEEL , L p :: 9 :a Z EO. EQ. EO. EO. EO. EO 1THREADED V ' Z a:EEEZ� : i D THREAfPD GUS;.E:Tl::s a 720" •••••• °•••Y.L::aa: Z : a :: ::.. : P4 3 E 0 . .. - ) i - � _, L I a ilk P4 P r t L / , 1 eLJ s l S'c3 V4' STAIRESS STEEL P4 > GUSSET PLATE ' S3 C OF OUTRIGGER t2 Q 3 NIF NW 'CENTER BRACKET (SIDE ELEV.) 13 RO ATTACHMENT * END (PLAN) 3"=1"-0" 10 ROD ATTAC 0 MIDSPA (PLAN) 6 1 0 7 CANOPY PLAN IITs TIE RED S ' / / ;% : //A ' / \ STOREFRONT CANOPY SPECIFICATIONS TS FRAME JAMB. SEE 4/A5.2 - -- � — 1 1 S ! • STC11.IT WINDOW - I I SYSTEM - - - - - • . SUPPORT F 1. - ALL 2 � A V4• STAINLESS STEEL - . � i I �� � T �� U 5 T STAINLESS STEEL SELF SEE STRUCTURAL D DWGS. pq / / 8 TS6X3k P � S I P / .� 4 SEAL ASIf0I-LaO T - - - O P4 , - - 3 ! F V4 STAINLESS STEEL , - TS 6 X 3 X 1/4 ; . 'Hl J! ; .17811 ; — , - ®� ^ It , A i M i, ® E P4 { I 1 - TIE SUPPORT , ,� W WIRE MESH TACK WLR.DED � 4;�j�• —' eta c '- . " X ELEVATION B B - X12-66' _AF. INF.GEB I 1 4 II;,I' (IBI r p �w S - - CANOPY END CONNECTION (INT. 1 CENTER BRACKET (PLAN) 1 15 C STOREFRONT /CANOPY C 3,_1,_0., 9 9 T TURNBUCKLE 1 1 0 6 6 W 12 S CONN. (INT.) 3 7S _ _ - - T _' - A TS FRAME JAMB - - ^-3 ( PAINT AMITS N LF) STOREFRONT WINDOW ^ SYSTEM S . .. E N U ( E - - — P ALLIANUM BLOABERG " I. 2 I f ft I I / / / GLAZING SYSTEM I , 'III / flJ /!! i ! F Vd' STAINLESS STEEL NL ,zn E ' r7:7° GAP GAP, INC. CORPORATE ARCHITECTURE 900 CHERRY AVENUE SAN BRUNO, CA 94066 -3010 (650) 952 -4400 REV) DATE. ISSUE FOR 06-19-98 PRELIMINARY LANDLORD APPROVAL 07-09 -98 PERMIT AND BID SEt BY . RK REV DATE: ISSUE FOR BY, PROTECT LOCATION: STONE NUMBER PARKWAY SUPERCENTER TUK WILA„ WA DqS-0 TITLE CANOPY DETAILS SCALE A$ NOTED DATABASE 8 FILE NAME LWAWN- RICHARD KIM 5359 CHECxED: MIKE MCKEON ) DMEJWDIAfDODaO5359_prsHTA54_DCAN 52 REGISTERED ARCHITECT RICHARD D.R.a - NG STATE OF WASHINGTON SHEET WOOER: A5.4 CITY OF TU Kwiti. S T 8 PERMIT CENTER RECEPTACLE FOR PUJCIC CONNECTION E) STOREFRONT FASCIA _ 3/8 LAC AN) SHIELD Q PER BRACKET) 1 l2' S.T. BRACKET W/ CAPPED BIDS 1 Y2" X .250 AL: GUSSETT GALV.. THREADED FLANGE. BOLTED TO BRsACKET 150 AL. RATE 171'X1/8' ALFA. ANGLE FRAMING F^RMED AND WELDED TO FORM CABINET n - .1 - 13 PEON MGl4TED TO FACE OF PUCK WITH ACRYLIC STAND-OFFS .125 -ALUM. SIN FACE AM SIDES RUSH ACCE DOOR LOCATED IN SIDE OF PUG( AS RECD - SEW:1E W/ FLUSH-HEAD COMPACT 30. MA TRAN0(3RNERS.AS Fa SNfiF IN POCK TO SUPPORT TRANSFOP)ER DOUBLE 2' -8' RUOR. FIXTURE W/' INTEGRATED BALLAST •NM PUCK TO LLLI AT.E PLEX FACE. (JEAN'& KHAKI I Y) 9 3/4' X 110 LEXAN COVER AROUND PUG( CABINET - SECURE WI FLtSH S.M.S. `SEAM TO BE LOCATED AT T. • DOTE: VERIFY ALL EXISTING DNENSIONS' AS 1E0. BEFORE' FABRICATION. ALL EDGES TO BE :WELDED AND GROUND SMOOTH EXTERIOR DISC7NECT SWITCH TO P LOCATED 94 . TOP . OF - PUCK PUCK SIGN NOT TO BE INTERRUPTED BY HORIZ MALIGNS _ RAISE OR LOWER AS AF00_ -- " KHAKI " 1" 1'-0" SECTION KIDS ARCH SU CAP, INC. /CORPORATE ARCHITECTURE 900 CHERRY AVENUE SAN BRUNO, CA 94066 -3010 (650) 952-4400 NO SCALE 4 X 6 X V4' STL. PL. 2'X 2" STEEL TUBE NOTE: SIGN INSTALLER TO VERIFY STRUCTURAL CONDITIONS PRIOR TO INSTALLING SIGN AND SECUPE_SZ STRUCTURAL ENGINEER AS 1 __ J THIS DETAIL IS INTENDED FD P ELEMENTS FOR 01 WA JOIST 07000 UNISTRUT 4 X 6 X V4' STL. PL. 2" X 2" STEEL TUBE CES OF ICY TO SHOW 1E4AGE SUPPORT 15 1 PUCK GN DETAILS (2) X 2' X 3/16' S0. TO CEILING FRAMING -� ) TO DETEIMMIE. ATT y#+ PAINT TO DECK. STAR FACE BRIGHT YELLOW FMS'p9C 2' X 4' ARCH- LIGHT NAVY PMS'S41C "0N." LETTERS LIGHT NAVY PMS'541C • I 2' TAPE SUEPORTS LT. NAVY PMS"542C "S" PUCK VINYL: POWDER BLUE PMS "544C 5" LETTER VINYL: 3M WHITE .: TUBE. SUPPORTS MNO FY EXIST. CS. T PRIOR TO FAB COLOR MATRIX STAR W BRIGHT YELLOW PMSW2OC ST RETURNS PMS"5435U - - AR NEON: Q0)4 NOVIAL GOLD 2° X 4' ARCH- LIGHT NAVY PMW54)C 2' X 4" ARCH- 120)1 0)0 000. 60014,0 0)10 "OLIN. LETTERS LI0)T NAVY 04,5"540 "ON.' L000. -DOA 0EON1i0RId04 BLUE 2' TUBE SUPPORTS LT. NAVY PMS'S41C "K• PUCK VINYL' OLYW)C BLUE PMS`5 1K' LETTER VINYL: 3M WHITE 1K BORDER PEON: 1204 HORIZON BLUE •K• LETTER - 0004: 1MMM 4500 WHITE • 0 000< VINYL GERAPUIM PMS`187C - T• LETTER VINYL: 3M WHITE - ' I' BORDER NEON: 0<0l CLEAR 1100 ' I' LETTER LEON: - 124,4, 4500 WHITE '0" PUCK VINYL: POWDER BLUE Pt - - 5440 1J" LETTER VINYL: 3M WEPTE D' 800100 NEON: 1M1 HORI30 Buz LETTER 0004: 42Nd 4500 WHITE S" PUCK WW1: G0)RANNM PMSWO7C 5" LETTER VINYL: 3M WHITE •S' BORDER 00(X4: 000 4 CLEAR FED S ' LETTER 0100): 0< M 4500- WHITE . KIDS. ARCH ELEVATION- FRONT' BY: ' REV: DATE :. ISSUE FOR: PRIMARY FOR -'O.N. KIDS' 000)0) E PEON - TO BE RUN IN 2' ALUM. SUPPORT- TO ;SIGN FRAMING- PAINT TO DEG(. MATCH PMS "5410 (2) 2' X 2' X 3/16 S0: ALUM. SUPPORTS TO CEILING. FRAMING VERIFY EXIST. CODS TO DETERMINE ATT0CAENT PRICK TO-FAB SS. TRA000000ERS. FOR - 'OLD NAVY' PEON LOCATED. IN LETTERS W/ ACCESS ON BACK A � pi �s --i.emip ygo ' .. 1. .DIA 'PUCK" SUPPOR • �'' FINISHED PER SPECS... . S.S. TRANSFORMERS. FOR 'KIDS & ` :'\ NEON LOCATED IN P000S W/ ACCESS ON BAP SS. TRANSFORMERS FOR .STAR & FRAME :.L.1• NEON.. LOCATED IN STAR W/. ACCESS ON BACK 10'-6' 7•$. LPA063 N X 4'D. 000 00 X - 7 V2' & N. NDU4TE0 T ALUM. •00 0 NAVY' LTRS.` TED - 0 FRAME S/1' 10MM "OLD NAVY" 0€ON -4113X4 BLUE) LETTERS W/ LTC -200 ELECTRICAL HOUSINGS . -2' X 4' X -3/16• AL TUBE 0100RAM£ FINISH. PER SPECS. 124,4, BORDER PEON (BROMM° BLUE) MOUNTED TO -FACE: OF 214' ALUM. 00FRANE -WITH TC -200 HOUSINGS .063 ALUM OLD NAVY STAR X 4' RERRI FNISH PER SPECS. • • 1204," STAR' NEON (NOVIAL GOLD) OUTLINE V2 "- IN -RCM. EDGE OP FACE W/ TC-200 HOUSINGS L 17 1/2" DIA. X 4' DEP 'KIDS` - PUCKS' WtTH .090 ALCM. FACE. & .063 ALUM. 10)0 S PAINT PER SPECS. 'K0S, VINYL GRAPHICS- APPLIED TO FACE '00 TUCKS' - COLOR PER SPECS. -.. 1200)600061 PE(IN V2' - IN FROM EDGE OF PUCK' ON FACE W/ TC-200 HO SINGS -.. J AND °D' WON BOtRDB00 TO BE 000004 BLUE AND. S' NEON 8000B1S.. TO BE FED 124,)1 'KIDS• NEON 14500 WHITE) LETTERS- OUTLINE W/ TC-200 HOUSINGS N2D12 3/4" = 1'0" N2D11 A L U M . AMIE AT 1'917 MATCH BLACK •220-12 BLACK VINYL RIDER "220-12 TEAL BACKROUN) CIRCLE °220-96 - LT.NAVY °220107 VINYL TEXT OUTLIt0 AND STAR 041 TEXT FILL MD STAR 0)014E- VISTA YB.LOW VINYL '220-85 PEACOCK BLUE VINYL INFO CIRCLE "220 -77 WHITE VINYL SHOE ART 'KNOWN.' WHITE VINYL 1017E1S "220 -20 GERANIUM VINYL PROP SHADOW .220-63- LT. NAVY OUTLINES ON GLOBE "220 WHITE VINYL LAND "220-20 VISTA YELLOW OCEAN "220 -85 AL EAT PERIL£ TO f4, LT. NAYY '220-97 TANGERINE VINYL )10 EES .'230 -84 LT. NAVY VC0YL 106653 •220-197 TANGERINE VINYL BACKROUND •230 -84 LT. NAVY VINYL BO6409 '220 - 97 - PEARLSHELL VINYL LETTER AND CIRCLE '830 -08 - ALUM. ANGLE AT PERIMETER PAINTED TO MATCH 40165E BLUE "220 -47 BACKGROUND WHITE IPLINE LT. NAVY VNYL OVAL '220 - 97 BACKGROUND WHITE TEXT AND 0iTU* SUNFLOWER VINYL CIRCLE '220 -25 GERANIUM RED VINYL BORDER "220 -63 LT NAVY 0ACKGROLD '220 -197 ALM. AMLE AT PERIMETER PAINTED TO MATCH LT. NAVY '220 -97 INTENSE FILE VINYL INLINE '220 47 PEACOCK BLUE VINYL RING TYP. 8 220 -77 S11PR0WER VINYL CIRCLE '220-25 aX' 0 0 INTENSE 000 VINYL CE '220-47 - 9� TOMATO 10)0 VINYL 020-13 C6CIROLCLE BORDE TO VINYL '2265 -47 C VINYL CIRCLE . 220-13 VINDR. BORDER STAR TYP. '220 -0 NYL 'OLD W' LETTER "220 -13 TYP BACK ELEVATIONS "SHOE" FRONT ELEVAT IONS 5852 0RCHITECT. REGISTERED - RICHARD D.RT NANO 4W0 OF WASHINGTON ALUM. AMIE AT 000100TER MATO-I BLACK '22097/ 1. ALL NEON PUCK GENERAL NOTES SU01S TO BE 36° IN DIAMETER 2. SIGN ELEV 0>iS ARE NOT TO SCALE. SIGN MANUFACTURER TO SUBMIT SHOP WINGS TO SCALE AS DETERMINED THROUGH PHOTOGRAPHIC ENL T OF APPROVED CAMERA - READY ARTWORK. 2- ALL REFERENCES TO VINYLNkOR ARE BASED ON 3M "SCOTCHCAL° VINYL COLOR DESIGNATIONS. 4. ALL PUCKS TO HAVE 6 V4" RETURNS SAINTED TO MATCH PMS 'WC 5. ALL OTHER ARE AS NOT DESIGNATED TO BE V1NCL ARE BACKGTOI PO. PAINT WHITE AT ALUM: FACE W/ MATT)-ETNS' OR 00. POLY UR)THAOE SATIN. NEON PUCK NOTES II Y !B WEB JOISTS P2785 P/C00 IJNISTRUT INTERNALLY ILLUM. '.FANS' AND 10NK1'.PUCK SECTION i' i 1/2' THICK PUSH-TMO PLEX W/ TRANSLUCENt VINYL GRAPHICS. . 6 1 � i A.F F.) S TOREFRONT ELEVATION) 3/4 1' -0" N2010 "I" &T• W/ INTENSE TOMATO RED VI TOMATO RED VINYL liD ALCM. ANC10 AT PERIMETER PAINTED TO MATCH PEACOCK B1UE '220 -77 • PEACOCK BLUE VINYL OUTLINE '220-77 WEDGEW00D ELIE VINYL "220 -07 WHITE TEXT VINYL '220 -10 SUNFLOWER YELLOW VINYL DUCK '220 -25 LT. 014,10E WOK BILL '220 -54 SUNFLOWER YELLOW STAR 0650-25 W/ PEACOCK BLUE VINYL OUJTLIPE °220-77 LT. NAVY VINYL WATER. an AND TEXT OUTLINE "220 -97 SHADOW- BLUE VINYL WATER •220-177 PUCK SIGN ELEVATIONS PROJECT LOCATION: w'� kAltA TITLE: SIGNAGE DETAILS SCALE: AS NUB) DAWN: RICHARD KIM O-0O®= MODE MCiCEON "KNOWN" " JEANS 11 STORE MADE PARKWAY SUPERCENTER 5359 WA TB oz5�t DATABASE & FILE NAME: 4O131.E /WpiARDGDR.5359P/SHTA550EON BOILER '220 -12 12NA4 VI UAW CPF$J PUMPED BLUE NEON CIRCLE. TEAL 8ACIO1130) CIRCLE '220 -96 LT. NAVY '220-197 VINYL TEXT OUTLINE MID STAR F11 TEXT FILL AND STAR 01.111INE VISTA YELLOW VINYL °220-85 F E 77 BLUE VINYL I1AER CIRCLE IOW VOLTAAE GREEN PLANED BLUE CIRCLE. • NEON ART ALCM. ANGLE AT PERIMETER PAINTED TO MATCH BLACK '220-12 CERAN1.M VINYL 06063601M1 '220 -63 BACK VINYL BORDER '220-12 KNOWN.' 10 44 CLEAR RED 6ECN LTPS. WHITE VINYL LETTERS '220 -20 tO.b1 HOF.'a1N 010 NEON WORLD BORDER. GLODE L605. AND 1013 WHITE VINYL GENDER 00000 LIES. AND LAND '220 -20 LT. NAVY VNYL OCTANTS '220 -197 AT PERIMETER PAINTED TO CH LT. NAVY ""0-197 TANGERINE VINYL (LIES '230-84 LT. NAVY VINYL LOGO '220 -197 TANGERINE 74101 BADKRORD '230-04 LT. NAVY VINYL BURGER '220 -197 PEARLSIELL VINYL LETTER AND CIRCLE '830 -1D 124,4, NOVIAL. GOLD NEON ROI'DER COBALT 01E96 "MIMI' BORDER ON 'OLD NAVY' LTRS ALCM. ANGLE AT PERIMETER PAINTED TO MATCH INTENSE BLUE '220 -47 12004 NOVIA1 GOLD NEON &."6000 BACKGROUD WHITE MINE DARK BLUE 004YL OVAL '230 - 36 SUFLOWER VINYL CIRCLE '220 -25 TEXT AND OUTLINES FORMED FROM WHITE FLEX ELHIPD VINYL. 124,4, 111130 RED PFOC BORDER RED VINYL LOGO OUTLINE °230 -33 DARK BLUE VNl"_ BACKROFD '230 -36 DASHED LINE IND'CATES INTEPNALLY ILLUMINATED t( 9 AREA CF 0)70K ALUM. 60118 AT PERIMETER PAINTED TO MATCH LT. NAVY '220-97 1344 01301 N 81LE NEON BORDER - NT040E 01E VNYL I6LNE '220-47 72MM HORIZON BLUE NEON ARCS PEACOCK ELIE VNYL RING TYP. '220 -77 & S' 104,4, 4500 WHITE NEON LTRS. W/ VW RUBY RED NEON CB. BORDER INTENSE BLUE VINYL CIRCLE '220 -47 W/ TOMATO RED VNYL '220 - 13 CIR. RORER SUFLOWHR VINYL CIPk10 'X20 -25 K• & 'D' 00MM 4500 WHITE NEON LEI !010 10 MI NORIO1N BLUE NEON CIR. BORDER TOMATO RED VNYL CIRCLE '220 -13 W, INTENSE ELLE VINYL '220 -47 CIR. TOMATO FRED VNYL LG. STAR TYP. 'OD NAVY' 10AR4 NEON TEXT RUEY FED TOMATO RED VINYL 'OLD NAVY' LTR. '220 -13 ALL TEXT NEON 104,4,.4 6500 WHITE W/ '220 -10 WHITE VNYL 0/0 TAN HCR110 ELL£ NEON BORDER WITH PEACOCK BLUE VINYL '220 -77 PEACOCK BLUE VINYL 6/0 '220 -77 LT. NAVY VINYL OUTLINE '220-97 00HI POWDER GREEN NEON PAVED RED 1ORANK0)) DUCK BILL OUTLINE W/ LT. ORANGE '220-54 VNYL B/0 10.4,0 BRIGHT YELLOW PEON DUCK OUTLINE W/ SUFLOWER "220-25 YELLOW BACKGROUND WEIX0)WOOD BLUE VINYL '220 -187 SHADOW BLUE VINYL WATER '220 -177 10NMM COATED BROAD BLUE PEON WATER 0011.16E 5REE5 CRY OF TUKWILA JUL 16100 0 A5.5" 11 8 1996 GAP, INC. CORPORATE ARCHITECTURE 900 CHERRY AVENUE SAN BRUNO. CA 94066-3010 (415) 952-4400 REV.: DATE IssuE FOW 07-09-98 PEWIT AND BID SET BY RK. R.EV.: DATE ISSUE FOR BY PROJECT' LOCATION: STORE 11.MV8ER PARKWAY SUPERCENTER 5359 T1JKWILA, WA - 1,....;g3- 0,z59 TITLE STANDARD DOOR AND WALL DETAILS SCALE AS NOTED DATABASE & FILE NAME DRAWN RICHARD KIM . ChECKED MIKE MCKEON /home/richordladir.5359_p/sht.A60_130 CTTYOFTUKWIL A JUL b 1998 BASIC DELIVERY SHEET NUMBER: A O mk6Tem° h0. REVISED APRIL 1998 , .... A, Alf" 5/8• GYP. ED. PANT 3 5/8• ML SILOS I i V� SHEET itETAL DRP AT CCOR PF.AD - PAINT TO MATCH WALL E MAMMY AT 24 O.C. - U.OK vim. WALL SHM AS , ,,, FACE IT FECUND cAuxint soni SCES) FA . it g ga5 ■i ,, 14. . EXTERIOR km. sno macg. AtEHOR ---IFI—F .// 1EIAL FRAME: 18 GA, 10000(.00vm--/ 00U3LE RABBET W/ WELDED STFFNERS AT ANOHORS 318' DIA X 5' RED IEAD 7 utt TO FUZOR AT 24' MAX AkO r FRCRI EACH EN) 206A GALV. WANSCOT & VINYL BASE - 6.3 0 CONCRETE & --, , \ , i ; t COINTERSLW MAMMY BCPANSION ANCHOR HOLLOW tdETAL DOM _ WI PANT FINISH INTERIOR - • - - ,, 80 ° . - :, ° So , ° ., ,,--' :, ON DOVER SHEET A0.0 - WALL TYPE SHOWN HEAD/JAMB-K.D. FRAME AB4LAjITONIFAtWALAL1) 3 ° Ni30 1 3 1 --0 " I (TYPICAL HEAD/JAMB-K.D. FRAME CONDIT ION) 3" = l'-0" PARTIAL HEIGHT PILASTER rh.. = 1.-0" 1 HR. RATED PARTITION 1 - - 1.- 0 l'''' „ 12 N7B02 9 N4CO2 1:1512LLYJOIX21. *6 x 1 ve- . RALE If AD FLAT POLE , / / / /// HOLLOW ILETAL FRAME 1?EY0tO. HOLLOW I ' -:-..-. EXTERIOR CRYWALL SCFeN 5/8 GYP. Ec. OWR 3 5/8' dIETAL METAL FRAME X 7'0' S.C. NET& DOCfl TYP. INTFRIOR SILOS i • 'Z' —2"" WOOD DOOR ,- ..,-, 5/W GYP. BD. CR VERIFY CN FLOOR PLAN I EXTRUDED ALUMINUM D c_pE - a &141. I sktx WITH vim INSERT Pan 345 AV - DERMAL 3-5/• 2D GA. KETAL S PANT P1 2CGA. . ..9/ . °WM I - ,, ,/ 1 1 : . 1 1 I gl i 4.g P,'I L' 1ff gL BAIIREFI SADCLE TWESHOLD IN MLL FINISH AMNIA oa CONCRETE SLAB GALV. WAINSCOT ,' 1, 2-0' ' - z' ON GALV. COFtER GAR _ VERIFY FLOOR D TYP. AT CUTSIDE COFPERS - SEE.Al FLAN . .. _ TCP STOCKROOM/SAI FS 13(TB4) GALV. WAINSCOT 7-0' BOW BOOTHSET. TYP. HNGE FEBFORCIKG XTERIOR THRESHOLD 6" 1'0" 11 HEAD/JAMB a DISPLAY WINDOW ._ - 3 1 0 PLAN AT CORNER PILASTER =1-o- NON RATED PARTITION ly, = i 0" N7A01 N7B04 N4C01 N6B02 GT?. BO. WALL Fl I I 7— F. 0/.1F.) ) CALL( TC;" FT ROOM FXIT 01313111011 l dE/STRUCTURE --C ALL AFOIC —„, 1 MR. SUE FRAMING. PM. 3/4' E GA. COLD-RDIED -- AT CHANEL SPACHORLINTALLY. II 'h i ' I t - I % 1009 1 DOOR 3-5/8' AM. TRACK. ANCHOR 1 (-- J-WOLDPE MARUTE WAINSCOT TO STRUCTURE AT 24" 0.C. MAX. AM) 12' FRCM EACH 1543. MIL SILOS AT 24. ot.--- FRAlk BEY0,0 PROVIDE SOLN) NSUATICN WHERE I - 1.9 WI )1 OCCURS WAU. AT PUBLIC AREAS I EXTRO GYP. BD. TO DM „--_, ."--.) C-, oz.mps6; CONCfETE FLOOR SLAB • ' 1 __ED F 1-MUI PARTITION F1 J-M3LDNG ,i .-, IN 10 dal 01 NOOld HSINId X-4 ISH13.1 GYP. BD. CEILING AT TOILET ROOM. PAIN113) AFF. FEDUCEFI STRP. JOHNSONITE *CB-M-c COLOR - WHITE ShEET VINYL FLOORM 1 • 4 , .............■ 5/8 GYP. Ea (BOTH SIDE-S) ff Affo ' MTL r co AE sir VINYL LP WALL \ \ CANT STRP T19 ' sir VNYL STUD TRACK K AN:HOR AT MAX TO FLOOR 24 .C. MO 0 ' CD • ° *. 00 ' ''' ' ° *. 00 ' 0 .. . .0 . • Q 00 0 . 00 Q • cp o - 0 . o .' Q . C • o • . 0 So ° . . :'. 8o ° . :". — STREET FL OORING T19 - !,,e1 00fEl'AeHISHEM SEE ROOM SChED. : F4 O11 7 I ' NOTE. PROVIDE BRIDGIAG AT STOCKROOM WALLS WHERE GYF'. BD. OCCURS AT OFE SIDE ay. 1 um, // //%% //S //7/2% 1 - WALL TYPE AS SHOWN Ctd cova sin ADD // ////2, , /// / ,// ///, vssamsfaces - WALL TYPE AS SHOWN ON COVER SIEET A0.0 i SHEET VINYL COVE BASE 6 ' '-'" 13 SHEET VINYL TO CONCRETE 6'' = 1'-0" 10 YPICAL BRIDGING DETAIL I 6 " 10-1 I TOILET ROOM PARTITION 1Y2' = l' I FURRED PARTITION 1%2" = 1 -0" N6A01 N5A03 NDCr N6B04 I N6B01 GAP, INC. CORPORATE ARCHITECTURE 900 CHERRY AVENUE SAN BRUNO. CA 94066-3010 (415) 952-4400 REV.: DATE IssuE FOW 07-09-98 PEWIT AND BID SET BY RK. R.EV.: DATE ISSUE FOR BY PROJECT' LOCATION: STORE 11.MV8ER PARKWAY SUPERCENTER 5359 T1JKWILA, WA - 1,....;g3- 0,z59 TITLE STANDARD DOOR AND WALL DETAILS SCALE AS NOTED DATABASE & FILE NAME DRAWN RICHARD KIM . ChECKED MIKE MCKEON /home/richordladir.5359_p/sht.A60_130 CTTYOFTUKWIL A JUL b 1998 BASIC DELIVERY SHEET NUMBER: A O mk6Tem° h0. REVISED APRIL 1998 GAP GAP, INC. CORPORATE ARCHITECTURE 900 CI1EPAY AVENUE SAN BRUNO. CA 94066 -3010 (415) 952- 4400 WV .: DATE: ISSUE FOR 07-09 - 98 PERMIT AND BID SET BY REV.:. DATE: _ ISSUE FOR:: FE PROJECT LOCATION: PARKWAY SUPERCENTER 5359 TUKWILA, WA TITLE: STANDARD DETAILS T RICHARD KIM .w w afa(ED: MIKE MCKEON STORE NIJ.NER SCALE: AS NOTE) DATABASE & FILE NAME: / home /rictardk/dir.5 /sht.A61_O0 SHEET NUMBER RECEIVED CIry nF TUKWILA B A S I C D E L R A REVISES: MAY 1998 ROOF • • fa ATTACH STRAP W/ S TOC O 2'X16 GAGE STRAP ARCM HEATER I CAA i L Ub SLOPE (ELNG PEDANT AOAPTYR BY ELECT. COW. W/ SWIVEL. BR T R11143 - PANT 0 � � 4. . NSLLATIQI (SE£.SP�S) WON DUCTS) W/ SAE TFWW D PA P2 £ Leff SZE .UNCTION BOX AT STTU)CTUIF . VARIES TII I I ' -0 9• TYP. � I : MUSIC .. � _. ® 0 ' to GALLp�.� WA ER � ICAL SP � E - CFICATIONS FOR EXACT MODEL AND MA M.FACTLUER .-4.■` • • -. - -. 14 0 v. IF. v T : •4J 1 a` ►• 1'�rTi. /r!' • 1/4 .f i. i ► Mc CABLING OR FLDL P FOV IT W' SL I MK PIROVAE 12' SLACK MK �� AND BD TO FPRI�fFL `1 M• AT STAUCT k . II ^ I , i= 1: axTS \\__ _ .7 Q '. 0 ° f1 ' —,! , — p _ AT 2/3 IEIGHT ► � 24 GAGE GALV , ��_ MTL. DRAIN PAN BA. FU)ORL LI9{Ts 5 LIGHT TRACK �— +2' V 7YP. STUD WALLS 2X BLOCKING BETWEEN STUDS (TYP) ► - � 6"8' TYP. '• ATTACH 2 X 4 FR wDCO BLKG OR MOLNT ST131 Llama TRACK (CCFMIACTOYS STRL PTIO8 i TO SEGUE CLLAUT TO TtHEASI® ROD AFF. r / �, .� P2 i 1 L'2• PLYWOOD PLATFORM ABOVE MCP SNc OECCTi___ y PBD/ LIGHT / / / 1 / 9 // / J/ • • / / // Fr Z. — - F yUD - .. PENDANT -RING A - B-L FIG. 83066 ANGLE BRACKET (TYP. 21 A V I Ai% — I ��� I ��I I "_ LL LL 'ea:, SCR MN , FUUR. LIEFIT. SEE. 3/ W BLOCKING OR S 12 I. TRACK LIIET. SEE: O } DISPLAY SHELVING , Ct Cf - CONC. FLOOR — JLND Otf -0IfIOJR TRAC-UNSTER SYS1BA B r _ FALSE PLASTER CORER PLASTER WEE L;JCLAS) SCHEMATIC SL CT :ION SECT _ 1'-0" 9 t 3 ° =1' 0" T 15 —LIGH . TRACK SUSPENSION N.T.S. ... WATER HEATER (PLATFORM MOUNTED) 3/4" -1' -0 6 N9G01 f N11a10 N11AOS 11 1 n I�I�, PLR AY TO IESTH VAfl� IETAN 8 AFF. �_,!)._ AF.F. suFncE MONIED ELECTRIC HMO CRYER NCTION'BIXC a GYP. BD. CEILING BD. I I I I I CAIAK ALL AROUND WITH LOCATDNS. PANT ra VARES " t II WHITE SEALANT. WATER RES ISTA GYP. B P1 II GYP MINCED Ea AC£ W ALL 11E7 1 . I I TYPLCAI Nl W ALLS PAD. NT .: AT 2 4) SAFE ' CAULK w/ BMW il ROD F NEgCqE�SSSARY_ OMTf ' I ' I MARLTTE WAINSCOT - FAISH OD DP EXPO TYP EDGES WITH VVt 1 $ L I TO MATCH wA L L__ NBL.ATE EXPOSED HOT W WATER AND GRAFT off <I Q� 'I 6 E u‘44"..1 EMI 4' VINYL O I I - - a c SHEET VINYL COVED BASE- --......., I' 0 BASE. TYP. 01 -0° FF. A RECEPTACLE - CAW( LOA. GALV. ACTOfiY FNISFt 18� �_� L••• ARCM) W/ WHITE SEALANT WATER P$STA13 GYP. iRD. I OF LIGHT VE FIXTURE .8. �' GYP. BD. CEILING i FLE DUD TYP2 ( AY SAP RACHASN� I I I I TYPICAL ALL WALLS. PANT Pt AtD WALL .-J I 1 I ' lEG1tDESCBIT met LIGHT SEE ELEC. FERIAE SCH[D. CEtT & PRINTER N U J I CONTNUDISOOIIum w, I WALL MOUNTED LIGHT FIXTLLC I I ? i REDUCER 'TEE CASH REGISTER NLCJ —> WING WALLS. BELOW. PAS. CONNECTIONS. is I r I I , ..-I t I 1 I t MUROR. PFROVAE SHIM Ram) MUiiOR ABOVE WAINSCOT FOR AN EVEN MUNTNG SUFACE. CALLK ALL AROLM WITH WHITE SEALANT. TOILET SEAT COVER DISPENSER. r SEE 9.EC. OWLS. ) y o : Ic 0 — o0 0 4' VINYL SASE Al OILER / SLOT DOWN � _ _ a]�Il F1a1 CONT ER (NUJ CJ �� PHONE TYP, 0 LOCATIONS 18 tE(T TO OUTLETS 7-6 . 4 SOAP DISPENSER MOLNT 10 's .3 0 ' CASMNRAP COIMER > WTTH (3) N1003_ CMUrE PLATED SCAMS '6 X FV2 MIN ALIEN WITH BOTTOM OF MIRROR. 1' 6• 2'-6 ' CLR 6-0 6' M IN. O WING WALL SIPPDRTS • 5' -0' OA. INTERIOR ELEVATIONS . TOTE StMUAR SUSPENSION AT STE . JOIST CONSTRUCTION HYP:.. MGR'S OFFICE ELEVATION) 1/4'� =1' 0 8 I PENDANT LIGHT IT 1 Y Z rv i lA 1 0 �4 POWER RACEWAY SUPPORT O 1 11 MIN. N9B02 1 ;col 2X4 FIfEf€TAFOANT BLOCKING ATTACHED TO MGM OF ROOF PIlLM NOTE' DO NOT FilN INISTRIF PAST EN16 OF FIXTUES ' TELEPHONE JACKS WATER _EESSTAM GYP. BD. Pi ' OR LNISTRUT PDOG AT STL JOIST _ OD r e . e °b ` I _T t TYPICAL ALL WALLS. PANT . MAXI ME WAINSCOT - FNIS#I EXPOS® T(P EDGES WIN Wl. JivIO_0 TO MATOI WAFSWT GRAB BAR 3 5 . `•' - P.OS.'COMECTOIS ABOVE &BELOW COMER / S I I y r , I - °. ---- 1 �' Z.-0 21/4' TFfROIIG)R B O L T �I ® I! _ ( ( 2-1/2 DL4 COfE6 imi 1 � t1N6TRUT W2882 BEAM CLAMP W U uu ., 0 0 I � Er A / —i `.ti DOUBLE TOLET' PAPFA DID' - -� "' I'- °' S I P2 CCUWIT JINCTION BOX- MOINTE) • TYP.'LOCATON -FOR TFE9l.DSTATS. VERIFY WITH NCH. OWES OF 4 s, 4 . > 6. 3 COUNT 3/8' S THFEAD® IDD AT B' TO 12' O.0 (1E6TH VARES) PANT UAERSSDE ,OF STRUCTURE - P2 CABLING OR F113( "' OUIT -ET -7YP _ SHEET VINYL COVED BASE , �� r OF DISPENSER X 2 O FILL- FEIGlT SL.RFAC£- MONIED WALL STANDARDS a:SHONNG. SAFE FLIC) _ 2 C@DIJR WEEE FeIJIRED. '2B5ri PROVAE 2• SLACK. MN.' INOTRUT RACEWAY FLLN.ai^ AT 8' TO r OZ. ANT . � THEADEO ROD JTO ( / (./ v e e is AA. FLOOR PLAN LUSALIT sTfRING NJT _ _ avrtuous IAMB 20' iB1ETHS MAX. 2f R IRS NOOK LEE 33 O FFE TO FIXTURE WRTH- af TYP.' LOCATION FOR 4 WAY FNAC SIPPLY GRLLE, V 6RIFY WITH *CH. DWGS. I LGHT SWITCH SST VINYL COVED BASE e ATTACH 3/8• Ru. SOE'WS WITH WASI3Ei5 1X.4 SILFACE MID. ACRYLIC WJ PRNMATO ACRYLIC OFRFt. El I AND FD('NLJTS. TWO ATTACIbtBETS PER 4' FIXTURE AT 24' 0.C. PER BALA57 CLIUPARTM3tT o p COMER SOW (SHOWI Cam) TYP. LOCATION FOR BEY FERRY NOTE. INSTALL ACCESSORIES WITH SCREWS CR BOLTS MEDN6 AT LEAST V INTO SCUD 8:OCKDA. O F W FLUORESCENT WITh GUARDS WITH H:0 TO FLE WEE WITH FD(7REE WITH Di NEpi DNS. .. GYP. BD. CELNC ' 1/4" = 1'-0" AT e' -0' AFF.� ' - O REFLECTED .CEILING PLAN ' MCR OFF ICE HIE CAM'S ` Y'-0' P2 AFF. FITTINGS BOT OF CAGE ' 1/4 " =1' 0•. NIN)W: PAINT AI MFTAL AN) WOOD ITI(XIONQ NOTE: ELECTRICAL CCNTBACTOl TO PROVAIE SEISMIC.BRACNG FIR LOCI_ BILONG c RE(111 TS SOUND SPEAKER SUSPENSION NO SCALE 3 L, _ 1, 0" 1 TOILET ROOM ELEVATIONS DCCUPANCY� Ns HYP (PLAwRCPJ N9Ba1 7 : N11B02 13 FLUOR. LIGHT SUSPENS N11AO7 10 GAP GAP, INC. CORPORATE ARCHITECTURE 900 CI1EPAY AVENUE SAN BRUNO. CA 94066 -3010 (415) 952- 4400 WV .: DATE: ISSUE FOR 07-09 - 98 PERMIT AND BID SET BY REV.:. DATE: _ ISSUE FOR:: FE PROJECT LOCATION: PARKWAY SUPERCENTER 5359 TUKWILA, WA TITLE: STANDARD DETAILS T RICHARD KIM .w w afa(ED: MIKE MCKEON STORE NIJ.NER SCALE: AS NOTE) DATABASE & FILE NAME: / home /rictardk/dir.5 /sht.A61_O0 SHEET NUMBER RECEIVED CIry nF TUKWILA B A S I C D E L R A REVISES: MAY 1998 . V2' .... ...... -' T 310 WALL AIOINTHF FIAPNC$R EO 7' 3f4' 7 3/4' 7 3/4 7 3/4' EO PBC PARTICLE BOAR) TRIM H WITH WITH 314' METAL 7 PARTICLE TIGH (NAT • 0' I 4 D 6 - TRN4 AT FR(NTT SECLFE HOOK STRIP TO ( 3' 6 y 3' r I. litt.... v u a I ac a 34 PARTICLE BOAFF) ± 7f 3' 6URA HOLE WITH 3B9M X R NCHOR - I(80 EACH VERNCAL POST r r VtlT T� *WEAL ^T i g I _ GYP. BD. LL�� . 1, I 11 \ 3'-101 X 91R PARTICLE BOARD B ELEVATION O X 3/471• ' SNIP -- ¢ -1 ` 7/32' X 1 7/E' IVES. MCI STO RIAff — RACK LES 16 6A AE AL STIR PAWNOR ` CONFFtACTOR : ; ml ,./------- \,../--- _ NAPA BM / . - -- _ -. - v _ �,. - - ALL (4) S PL LIE OF E SF F WW DAB TYP. OF 2 AAOBILE CART PAC) L W - B ` - O 1 i i I W/ WHITE LATEX BANN CAW( ` , ■ E. / , INOr 3/4' FIE RATED - SEE INTERIOR' SEAL .4• E06E5 aEAR.IATEX • 1 7/32' .X 1.7/18' WARDROBE HOOK. WITH 7 8 -32 ". MACHBE / it + 6 6' A.F.F. AFF. TO: SCALE 3/4' PF�AB. PARTICLE E _- g W! WAINSCOT ECi. 1 _: - . / r • HALF SII ) A HY I G16 �4 5 PEG PARTICLE BOARD I S All wm( CAULK. TIP. SEE _ ) E PLYWOOD BACKING ELEVATIONS FOR LOCATION 3 GARS NT MN:�I TAG STORAGE HOOK STRP A. HYPOTHETICAL PLAN ALL AROUND WITH MO CAWc 3 ES 6 k — CAR VENT MANER TAG STORAGE ( IVES 5618 ATTACH SCREWS N '\ +� ( • STORAGE — RACK LEG WOK F{CE Nn,''( STRP ASTABLE PAH b 2 ' 0' 2' O` 0 r-- — ' - '' j \ � I SCUD CO PART�� LE IC BOARD DOOR (TOP OF DOOR • 6'-(1' AFFJ WiTH 3/8'01A X 3' .RAWL-SRO NOM EACH VERTICAL - 1090 POST AT lI •y W/ HAF1WARE BY WVIFAL'R fR3i SA _ _ • TT 46': A.F.F. AT SECUFE HOOK WITH' COARSE DRYWALL SCREWS EVERY OFFER HOOK CONCEALS 3-1 Dt X,911 BOARD FOOIC STRIP DECREE BEVEL A SECTION O H C: FITTNG FiIiO V' I • YOE • SLFRFACE MiD. STA € AT T -0' O.C. TYP. : I r v — . STRP TO WALL .. THEAD LOCAT E AT ° HOOK. TYP. NSL7E DRYW SCREW • DOCK STOP AT 3' -O AFF.. TYP. ; _ PRE- MANFACTIFED UETAL VERTICAL f_ ' 3 , SI PF CTT SEAL FRONT EDGE AN) NOE SCE OF f BENCH W/ CLEAR LATEX BASED CAUK / SEAL 17J SEES • •GYP. BO. WADS / W/ WHITE LATEX BAS® GA(LX. 7 00 O O EXISTING CC4TE SLAB 1,1. 1 ' 1 - � , p,�,p L V _ '� — rt I} WA LNSC�T �4� AFFT <AF NNE � : 111‘111 VERIFY (XADITIDN w FELD o°� o `° � '� °c ° O o ° So . 8s El FVATION S EON Rte' AR 0 -0- AFFF_ I � X.3/4'D PARTICLE WITH 45 ON ALL 4 SIDES MILE CART 460 ; I I - SECTION ; ' - -- '' ' FROVOE BACKING • 5'-6' FOR t n• x 2 HAM X 2 's• 9' L wa A/ l MOWED -/ r it / / 2/ I _ ___• ` 3/a 3' = 1' -0" • SEAWI T BASED CALM TYP. 3'-1• -a- I @ a o1 A B. ELEVAT IONS0 PO SHELVING /FLOOR ATTACHMENT AS NOTED 5 GARMENT NUMBER TAG HOOK STRIP ' Nso 6 0 12 FITTING ROOM HOOK STRIP AS OTED 9 HANGROD ALCOVE 1' N9� ;o 6 FITTING ROOM END CONDITION 3 N8D06 N9D y L AU_ MINTS LATEX BAWD SEALANT 6ALVANI�1 WIT WHITE — W/ ATTACH VERT. SUPPORT TO WALL THE COURSE THREAD DRYWALL SCREWS. BACK W/ 3f4' Elf RATED FLY - -0' AFF. i CUSTOMER SERVI( ® I $AI FS R OOR PR�ABRICATE PARTICLE BOARD BENCH ' 30 DEG / , 84 WE END KIT tVOLEE (XxINRS) 2" TYP. GUAM D GFUHt L L 03 COfNCETE FLlX1RRNG 5-PEG PARTICLE FO/R CR( - ..9-.t g/1 BC.AJO EDLL UX. HOOK STHP 9 / r 11 r. RULE METAL BRACET • I o PLASTER (VltHEHE 0(;LtATS) STARTER ADDR AR ADORN RR TAM HEDGED NTO VERTPPT y 5 -0 ,. HOCK HO T . ANAN o � O O:i E:M� TE h e.'., r) r PAD R1R ' I f'' BRUSHED FINISH • TCP & BOTTOM 4 HOLLOW METAL FEAAEA WELDED TO VERTICAL SUPPORTS .._.._ ... ............,.�.. I Fl pgm eg: hi Po • I q-P 1 W 12; mS A # i „ ,t �) ?` r 4'-2 1/8' 4' -0 V8' 4'-0 V8' 4' -0 1/8' 3/4' PARTICLE BOAR) 2X SCRIBE PIECE ::: FIT - SCfEW TO O w WALL - .G 44 .tt DETAIL PAiE. _ RIP TO •;:•;5: • • '.90-.`P. t ' o O AT CUSTOMER SERVICE o® R> ' - 8 n . . . - . ..o ° : w' . 16' -2 1/2' _._... - - LEER -. - - � \ , A. WALL UNITS "0< DENOTES ANCHOR BOLT LOCATION 6' • T -0' - > - -. _ / sCREw - - ST A D DER - '1DH >ION .0-.1 0 0 ` FITTING ROOM ALES FLOOR I STARTER ADDER ADDER - ADDER r iTOCKF(M / MGR. OFFICE - EDGE GUAR) ��'� { 3 LJ - 6 , _ 1,0„ / / / / / ///// / /////////<//2, / / / /// % :`v. D;"? >1n TYP. 6F 2 ADDffO_ NOM AT SESMIC•3NES 3 & 4-941411 C+ASI3® 3 ti ` -A'. o !J ,..I C "" Q MAK BEYCN) """"v/ I I SEAL METAL MIS W/ CLEAR A a p pp n ®. A n KEY , •LATEX BASED CAW( a, IM1 _ - .- _ _ L --5'- - PLAN '• DOOR NEE COORS) JOHIGNITIE f G - S ADGER 8' a'-0 V8' ,4'-0 1/8' 4'-0 1/8" ` , .. j GYP BOARD WALL P1 PAM — 0 ELEVATION ,„ a • ® TYPICAL TRANS}TION ' ao • - . "' 3 1s s 1/2" z° M SL P PUIT FRAMING. CIEAR LATEX CAS ELEVATION ^ ri 5 $ ° a o ` , : '-' , B. FREESTANDING UNITS TaF RTES AN CNOR BOLT LOCATION • SEE - 15 INFILL SCRIBE END COND AS NQTED. - .. �. 2' 8' EC 2' 0' p EO " ® S 1 METAL STUD PARTITION . \... _ R F OR ZONES p=1' 0" 14 CARPET/CONCRFTE TRANSITION 6 " 1 0' � ° II ( i W/ WH i TEX BASED DAUX.TTYP. SHELVING ANCHORING 1,2,3.4 DOS NS�Ir...) 11 N 9022 I 8 WWI DOOR STOP BEY WNW MIRROR BY GLAZING CONTRACTOR- LATEX BASED CAULK S11L CORE PARTI BOARD T i � _ 1 I DOOR STOP AT 3' -0' AFF - y 4' - 2' - .. n... y 3 PARTITION TTT 4' PARTICLE. - SEAL ALL (4) EDGES W/ WHI 1011 LAM( BASED CAGLK. SEE ■ ` CATirN W/ CRDIAyETS & RNEIS SINNING WIT LOCATIONS. yy (Bl F J PAPS vsT r9J INSTALL BEAM AT 1P-0' (TYPJ r � - R \ 2X WOOD L�CHR SCREWED TO WALL STUDS 3/4' PARTICLE BOARD PAPA MI*. DOOR (TOP CF DOOR AT 8' 0' AFFJ PWOWARE SCUD CORE PARTICLE BOARD 11.• r DOOR . 5-PEG PARTICLE BOAfO� N - - _ / I � AFF. A (TOP OFF O IS 6,0' BY FFAPAF ACPJRER -- P 3X18 WITH PREFABRICATED 4' METAL AT FRONT EDGE 2' X 2' CONTiUOUS STEEL ANGLE -- - - - - -- 2' -0' X 4' -2' GALVAM 3 Si+13VNG RIAT. (SFaV9NGt: FACEOUTS PRAN9i0DS CIATAN ROD 3 NOF 2X SCREE PIECE - RP TO • `.' : FR - STEW TO LEDC$R . ' GALVANUED ;W HONK STRIP. SEE PFi�tCATEO 3/4 ° PARTICLE ABR A BONG PARTITION W/ WAINSCOT B`• - ALFACIUFEI 3' (t 1/ 2' DIA. GRAB BAR PF NIFACTIA ® METAL VERTICAL. SUPPORT PR�ALQRiCATE PARTICLE BOARD _ WITH 3/4' METAL TRIM AT ALL (4) E06ES A \ I ' 11 PANEL BA�yC/(NGp*�xiglDpRD N PAO(AGE A R �'-` ' �" W/ (i9 3f6 X 2' BOLTS W 8 NUTS AASS$S5 CLEATS ,,, .�j M i I' y SUPPORT AT INNDERSOE OF BENCH P_ 7 y 4 __ \ / \ / / SHORT ACTIIR® METAL VERTICAL NIFFCR BY CLAN% CONTRACTOR � � - V /r3 T 1 9 E VNG LOCATION SPECFIlS BY V SUAL NERONM95E DEPT. --- LOC!(7E DNID6R PAIN_ AIJGL ATTACH FITS AT T -0' AFF. 9'-D' AFF. F 49 V2° % EBON FiEVATION 3"6' /MD CHID I �.A / / ///ri/ CALK ALL' JOINTS W/ WHITE LATEX BASED SEALANT ^ ( (T 1 DETAIL SEAL AIL (4) EDGES / W/ CLEAR UTl7( BASED CAW( / °�_ , o FLICH 1SED BY FILL. EOLT F 1 6 NSTALLATION BRACKETS PANEL AT TC 2 BRACKETS CNN- S aw OTHERS S W/ Si WS) '-6' I SEAL (3) SIDES OF BENCH APD URERSOE • SUPPORT WITH / . FACE OF GYP. BO WALL PAWL), CLEAR LATEX BASED GALLIC ---" 1 `.. �"J 6' ° t WAINSCOT ( ® 1 T NI } ` j: i/ 3 X 9' -0' DC FINISH Mi .. GRC (3' X 3' SO) I BY F.D.L. MINT WiTH INORTL NB.g N OJTSOE FACE ....•• WHITE LA RASED CAULK. FOR OfPPU WALL MOW Of . .. ;� •• 8,1 DTE _ ___ . _ ._ _ -- - -- I 34 my V N HI MIA — � 314• PARTIf1E mNO PANS , SEAL EDGE C VBRTOAL SUPPORT W/ WHITE LATEX BASED CAULK, TYP. METAL STtA PARTITION MY BC ••...0 ; , I \ ,,* LATIXSFALANf . 1111 1 , i 49 L'2 w- / ?0'X 3/4' PAiEL W/ ANTI. CAMEO ®(£a (NGL N SLIVP PAC(A�1 SErIRE W/ MOOR BOLTS EVERY STORAGE RACK LEG) O PI AN - - ..- �• BY MAMFACTtJ ETR // A ELEVATION KEY wmH TI4� ` / 'U SEE OETAL iiaL�ii l y TI � F'° RATED PLY. `` • T PLUMB COND. '-- OUT OF f ' Y4: ,, t' -0' - - Fat PAPP SHELF END PANEL /FRONT;: ELEV. 1/4" _ 1' -0" 1 TYPICAL � -ten 1/2" = 1' -0" " = 1 1 ,. INFILL SCRIBE AT CORR. A S NOTED 7 TYP HANDICAPPED FITTING RM. 1 - 1' - 0" Nsooa N9D21 ' N9019 14 FITTING ROOM GAP GAP, INC. CORPORATE ARCHITECTURE 900 CHERRY AVENUE SAN BRUNO. , CA 94066 -3010 (415) 952 -4400 REV. DATE ISSUE FOR 07 - 09-98 PERMIT AND BiD SET - BY REV: DATE:....- ISSUE FOR ' -. PROJECT LOCATION: STORE NLRBER PARKWAY SUPERCENTER TUKWILA, WA _i " D15 TITLE STANDARD - DETAILS AFAWN: RICHARD : KIM 5359 SCALE: AS NOTED DATABASE A FILE NAME TACKED MIKE MCKEl1N / hone /richardk /dir.5359p /sht.A62_8D SHEET NUMBER BASIC DEL tE UKWILA A i 6 1998 6.2.1 CENTER 52 REGISTERED ARCHITECT HARD D.R. C - S STATE OF WASHINGTON REVISED APRIL 1991 GAP GAP, INC. CORPORATE ARCHITECTURE 900 CHERRY AVENUE SAN BRUNO, CA 94066-3010 (416) 952-4400 REV. DATE (VIE) 110ERSIDE Of FINNED CELNG OR STRUCRIE FACE OF WALL CONTNJOUS 1%3• WOOD CLEAT STOCKROOM SHELVING HANGER-TENT' PRAIKET. SCFEW TO MR.. TRACK HANGER-TIEHT BASE TOP NO BOTTOM 20 GA. STLO TRACK (CONT. LENGTH OF D. SCREW AT EACH SRO LOCATION. RAWER-TIENT' LPRIGHT FACE CF WALL 20 GA. STLO TRACK (0:NT. LB4GTH I.NM. ANCHIM TO FLOOR AT 24 0.C...6" MK FROM EPOS. BRO DOWN OPE BO. JSOMFTERIC SECTION VIEW 'HANGER- T IGHT ' DETAIL 25" SCRIBE TO WALL AT BACK SFLASH 3/4• LAMINATED FLYWOCO OOKTERTOP. 4. 45in LASH •1 T.O. COUNTER 2 1/2' DIA. Him) OJT RR OOFOS. PAS. CONECTIONS (SEE EEC. DWGS.) • PECESS IN EI WALL P1 ISSUE FOR 07 PERMIT AND BID SET (STARTER r PARTICLE IMMEDIATE WNG WALL suPPoRT AT 6-0' 0.C. ELL PAPEL AT EAIH PANT I 1/2" = 1'0" N9CO2 • SCREW BASE TO TRACK MNIMUM SCREW OUNITITY ( 2 ) PI33 I3ASE FNISPED ROOK NOTE. HANCER-TIGiT' LNIT TO BE CADDY MCCEL 21. STARTER UNIT 23 152'W X 7 ADD-CN UNIT 21 V4'W X •-611 SUPFUED NO INSTALLED BY GEPERAL CONTFLACTOR. 11 N.T.S. 1 I N9C01 , V-0" MANAGER OFFICE COUNTERTOP 1 ' 2 ; ;Bo 10 BY REv DATE IA OR 12 (E) FFE TREATED Wpm BLocxm r ID. GALE. NEIN. PPE W/ 1" D. RE CAP. • AFF. RANGE - SCFeN ATTACHED TO WALL WITH BLOCKING. PERPEMICULAB SPORT CENTER AeovE ENTRANCE E) FIFE 'TREATED WOOD BLOO(NG FLANGE - ATTACH TO WALL WON WOOD BLOCX643 90 DEGFEE BaOW • AFF. = r LID GALVANLED PIPE - – ® PARAI I Ft SUPPORT ctivot ABOVE 9.1TRANCE F ITT 1NG RM. BOARD SUPPORT] INSULATION EEE SPECFICATIONS) 1/4• X 2 V2' GALE. EYE BO_T LI:STRUT " STE1 U-SOLT CLAWS (2),WFE 'ROPE a.Ames 3/15' AIRCRAFT C.ABE GALE. COATED CABLE (CA&PBELL STOCK .789-01427) . . ATTACHIv'ENT AT STFFI JOISTS • 2 4 FP WOOD BLOCKING, TYP. intsuLAT(eN (sEE SPECIFICATIOS) 1/4" X 2 V2' GALE. EYE SCREW (2) WW ROPE CLAPS 3/16• AIRCRAFT CABLE • GALE. COATED CADRE (CAPHIELL STOOD . 780-0427) ATTACHMFNT AT WOOD FRAMING MENU BOARD SUSPENSION N.T.S. IQ N2D07 1 V 1' ID. GALE. METAL PiFE 1 1/4' IJ-CLAMP & BOLTS *4 /NC EYE SCFeN FEGISTE3'BoARD oR' FITTING .ROCA4 BOARD ATTAa AT REGISTER OR FITTING ROOM BOARD 3/16' AIRCRAFT CABLE GALE. COATED CARE (CAMPBELL STOOD •780-0427) 0) WOE ROPE WPC'S V4' GALE. SHACKLE W/ ffaelOVAG4.E PIN — WE EYE SEW AENU 130APO. TYP. ATTACFA[NT AT NEMJ BOARD SIGNAGE ATTACHMENTS WOJE LL1CAT(ON SE PAI_ tac) (SHOWN DASHED) •4 DC EYE scREw TYP. OF 2 PHLLPS WAD SNIT MTL. SCREW 1/4• '20 ZINC I€( CAP SCREW 24 GA. GALVANIZED PETAL OVER WOOD BLOCKPE GALVANLED AETAL TAN ------- - I SCFEWED TO WEE BLCCKNG ,2ij 6 I/2" ;25, FOR TOP ATTACI-PENT. REGISTER BOARD V4" -20 ZINC NEX CAP SCREW SIBi PANEL. N.IC (SHOWN DASPED) •4 DC EYE SCREW. TYP. OF 2 1 '• 2' 8" I I 1 I nie AMPS HEAD SHEET M11 SCFeN---- 24 Gk GALVANIZED NETAL OVER WOOD BLOOGNG GALVANIZE) AETAL TRIM SCREWED TO WOOD B_OCKING FOG ATTACHMENTS APO &BPI:NISCH FITTING ROOM BOARD ELEV. •4 DC EYE SCREW. TYP. OF (2) SIGN PANEL NO I -- SHOWN DASIED) I ; 24 GA. GALVANIAED METAL OVER WOCO f3L0CKING GALVANIZED AETAL 2GB SCREWED TO WOOD BLOCKNG 1/4' -20 BE SEX CAP SCREW PHLLPS FEED SHEET mit. SCREW EQ. SEE FEB ATTACPNENTS APO SUSFENSION [ .' 7 •4 MENU BOARD PARKWAY SUPERCENTER TUKWILA, WA TITLE- STANDARD DETAILS DRAWN RICHAFt0 KIM FEGISTER BOARD SLPPLIED BY GAP. INSTALLED BY FDI N2D05 1•7 EQ. FITTNG ROOM BOARD SIPPLE) BY GAP. INSTALLED BY FDI N2D04 S . r I I 9 OLEO BY GAP. INSTALLED BY FE) N2009 i ■In I CI MIKE MCKEON SE DOOR MERLE I Foe 100(FLATE LOCATICNSI SALES/STOCK. Man OFFICE OR TOLET fi:04 COCO HARDWAFE PER OCOR SCPEDILE ---- A. GALVANBE PAHEI. TO AFF. WY GALVANCE1 WANSCOT SU2CONTRACTC:9 OJT SHEET TO FF. .8 WARHEAD SHT. MTL. SCREWS AS SHOWN (Tr. CF 8) METAL KICK-PLATE SEAL ALL GALVANUED BS WI WHITE LATEX BASED CALLK GYP. BD. WALL FLAT FILE ALL EDGES CLEAR SEALANT AS REOD. SCORE AND BEN) WAINSCOT TO FORM ANGIE FE WAFETEAD SHEET MU_ SCFeNS. PROEM 4 SCREWS AT EACH PAW_ OR PARTIAL PANEL AT ALL CORNERS) 20 GA. GALE. PETAL PANEL APPLY W/ ADIESIVE. • HICH TOIESS WPM BASE B1 tio 1/2" X 1 VT X 20 GA. MIL APFLES FREED BEN FOR NO1-90 DEG. CORERS) APPLY WI PANEL ACIESIVE FLAT FEE TOP EDE NO1E. NSTALL ALL GALE. PANIS WI GRAN IN FORLONTAL DFECTION. GREY SEALANT AS IEOD TO FLL GAPS AT cm. FLOOR GALV. WAINSCOT & VINYL BASE Egir STORE MASER SO GYP. ED. BCLOSE) OR TULE STEEL CALLER PANT P1 (E) EXPOSED PPE CCLU,N. PANT -- 20 GA. GALVANISES BEET PETAL. BUTT MINTS ABS MASTIC APPLY AT GYP. BO. BUTT JONTS ABS APPLY W/ PANEL ACIFESIEE AT ST81. PCP RIVITS * 6' S.C. TO HOLD SEAM F FEE. FILE ALL EWES MOTH. SEAL SEAM MO BOTTOM W/ BEY LATEX BASED CALL( NOTE. FCR ENCLOSED COWAN 0:NDITION. STOP GYP. BD. • 10 AFF. DATABASE A FILE NAME; fhome/richardh/dir.5359_p/sht.A63 J313 -So: 3 AFT GALV. WAINSCOT AT COLS. REWARDER. NG STATE OF WASHINGTON v • NiF01 N.T.S. N4A02 SHEET NUMBER: BASIC DELIVWbb 8 ITY OF TUKWILA A6 1 6 19 PERMIT CENTER cPVISED APRIL 1998 - .. - 1/4' THICK MASONITE FILLER ' MOUNT - y v II% DRYWALL 2X4 BLOC<NC .� 3 U r s/8 SHIM AS (LO �_ O' — IN mores ■! 11141:111 16,111 L ®_ . OF .' AT SHE 0 j� 4* I ii■i011■■ ■MIT MT PAWL i (4, O " MASONITE 56B 2" " -X 2' BLOCKING. SECURE TO WALL SHELVING UNITS. LID •152,41. ' •1111. ■:J - INST • BRACKETS PER 1 B AT F TO' •.■•■u■ ■ ■■■ ■ ■N T TI*0J 1 : ! BRA. EY - SOCLRE ! Ok / SCREWS) Ili (�^ ..+ •••••••••■H•• ■i■i■ ■■■ ■ ■ ■F1■■ •••••••••••••• ■'a!■1n �■ p■ i ■ a ■ ii� i_ i _ i ■i! 1.11111 .L-,9 ■» � � G ii 13'�k 3' FI S 1 ` By F.D.I. �� 1 4' 1" TYf , ° Vh 5 001 E awl z2ai ■ i■ �� S • u Fil�'i11! i = -- Lila_ L� i • y ■� ■ r. _) I I L _. - : V - 1 n I (.13 ' • MN ME= FFUU •••••••• � � EMI PANEL W/ MfTLXCRIH.P 0 EDGES (INCL. N SI /- PACKAGE) TO BE ATTAU-ED DRECTLY TO DRYWALL AT LOCATIONS ;WERE WCCO ELCKING IS PRO' ✓OED APPLY GALVANI D METAL PROVIDE BLOCKING ALL SIDES. ■ ■■■ 1111.■ ■ ■■ ••••••••••,464 . . I i J ■■■■•••■(,1115.7I■ ■ ■W� ��11■au FNISFED FLOOR i i� - UNITS 1111•MGa'� \i■W■ • NOTE. T M A TRIM A1 B AT VERTICAL v ----------1 - _ PLAN AT ISLAND .SHELVING u ■i■1►J■ pi;��i1■FF■■i•• . WAINSCOT TO AIRED WALL PRO TO NSF PAWL INSTALLATION FI FVATION SFCTION A O DETAIL AT ISLAND SHELVING 3 -WAY MIRROR ELEVATION " = � 6 RID PANEL 0 FURRED WALL 13 N 8 D 07 11/2° II� / ' Ilia / U4° THICK MIASONiTE FILLER PANEL. MOUNT TO BLOCKING. PERPEPIDIC�AR SHELVING ALIGN — L OOTS. METAL SILO FRAMNG • MFTB/ COWER c `Q �( JJv Q I . 5l8' TYPE X' GYP. BD. PANTED � ' I I 1l2' TACK WELD . ffi• O.C. AT ROD . 3/4' GALVANIZED MIL. IRK TYP. ATTACHED TO PARTICE BOAlF) BACKNG ' - BY MORGAN MA Y MASONITE 2' X 2' BLOCKING. SECURE TO WALL AND SHELVING UNITS. LINE OF PARTITION OR DEMISING WALL. LID AT •F••••111111111 � > SHELVING UNIT - — 111 3/B• OD. HOLE TO FECE1VE Y4• EYEBOLT 1 3/4• PARTICLE. BOARD BACKING VERTICAL VERTICAL i 1 U VOID SPOT WELD SUPPORT ANCHORED TO 2, WITH TOBCiE BOOS ✓ l e" 6 Ck' — � - 1 " Ys AT ROD KG 11111 ■01111111111111111111 .e/1. 11111 + U■ . ■■■R■I . ■111 11FAMI®MI■■® � IE I I' ■11i ■1111: 1161 ■11 ■11 :u: ;; ■11 .11: O WALL s V'43 L FFS nommeimonsounim X11111111111111111111 V4• MFFIOR ADHESIVE APPLED TO BACKING - TYP. OF 3 - PROVE BY GLAZING CONTRACTOR LATE X SEAF ....1 1 ■! I I e 2,0 eib 1111111111111111111111111111111111111111111 1 111111111111110111111111•1111111•111 111111 1111 11111111111111111111 .� St�ViNG UNIT , < 3/4" THICK PANELS WITH TRIM. I MT END METAL ®11 ®111111•••••1111111111 — A1........u.... X11111111111111 ■111111■11 ■■ a.FAR BASE) A IT j g ®111111111111® VERTICAL. SUPPORT AM:HOF� TO • FLOOR W/ HLTI ID:PA/451M ANCHOR 172' ♦ 2' - 3' k TRIO -ITS, TYP- ,? < ROP GRID 3/4 " =1' -0" I " ,A _ ��/ 3 WAY AY MIRROR PLAN V IE YV 1" = 1' 0 I 5 PROVIDE SHIMS AT SHELVING UNIT FOOTINGS AS REQUIRED TO MAINTAIN A MAXIMUM GAP OF U4' FROM TOP TO BOTTOM OF SHELVING IAJITS ALONG METAL TRIM END PANELS. N1�( �1 I N9D09 BAC/R PLATE WELDED TO VERTICAL SUPPORT - SOEW TO WALL WITH TO06LE BO_T5. 3/4' woman TRIM SHELVING UNIT STRUCTURAL ) MEMSERS, TOP. FLOOR 111144114 CONTINUOS 2NC COAT® HNGE ) _t- ATTACHMENT BELOW, TOP. ( CORNER CONDITION ION AT SHELVING UNITS \�� �✓ 49 28" > 2: X 1 "19 I r 0 V2' X 8' -11• X GAUGE METAL VERTICAL SUPPORT 1 =A 1/2• 8'-4• X Y4• MIIFROR TM. -'' 2UG le l S SHELVING UNITS v 5 5 X ON 3/4• PARTICLE BOARD BACKING TYPE X' GYP. 6D. 111 METAI STUD FRAMING O PLAN AT PERPENDICULAR RO GRID SUSPENSION DETAIL AT 3 -WAY MIRROR DETAIL AT 1 N10F02 N9D10 4 P:','ENDIcIIAR SHELVING !)NITS Ng® GAP GAP, INC. CORPORATE ARCHITECTURE 900 CHERRY AVENUE SAN LBRUNO, CA 94066 -3010 (415) 952 - 4400 - REV.: DATE: ISSUE FOR 07 -09 PERMIT AND BID SET BY: - REV.: DATE: PoC - ISSUE FOR PROJECT LOCATION: PARKWAY SUPERCENTER TUKWILA. WA .TITLE: STANDARD DETAILS - I]RAWN / RICHARD KIM /MIKE- MCKEON SCALE AS NOT® f1E0(ED: MIKE MCKEON STORE WOOER: 5359 DATABASE & FILE NAME: / home /richardk /dir.S359p /sht.A64_130 SHEET NUMBER: BASIC DELIVERY RECEIVED CITY OFTUKWILA JUL 1 6 1998 A6.4 REVISED: APRIL 1998 PERMIT CENTER 2'3/4' GAP, INC. CORPORATE ARCHITECTURE 900 CHERRY AVENUE SAN BRUNO. CA 94066 -3010 (650) 952-4400 I RE MOVABL T PIECE CLEAR INTERIOR OINENSION SIM. OPP. HAND 2' -3/4 DATE _ FORS. CFECK-WRITING NAND, TYP;OF 8... NOTE SOME INSTALLATIONS IN MIRROR (MACE OF THIS LAYOUT. SEE ,FLOOR PLAN 6' -0• 2'-3/4' LAM' AND SIGNME LOCATKAS ABOVE. TYP. LwE OF TO KICK PROJECT LOCATION. PARKWAY SUPERCENTER TU(W ILA, WA = I n I I II I cD y �I z sIM. 1 I II HAW A72 it 5359 oz DATABASE & FILE SAFE: RpAHRIC A iDNDIR.5359_P/SHfATO_CW18 REGISTERED ARCHITECT RICHARD D.R. G STATE OF WASHINGTON 17.1 1 " =1' -0 SM. CRP. HAND OAP FACE OF CASfWRAP BELOW 4 PLAN OF CASHWRAPS REV. .DATE: 55J W 9'1 1f2' 07 -09-98 PERMIT AND BID SET 12' -1 1/2• SCALE. AS NOTED afa(U : MIKE MCKEON DRILL .HOLES W FRAME MEMaERS OF WW WALL TO ALLOW FOR USE AS ELECTRICAL CHASE STORE NU 3ER SHEET NUMBER: OAR) TO BOOTHSETS 7 1 ` ( 4 d �I. RECEIVED CITY OF TUKWILA UL 1 6 1998 A 7 • °PERMIT CENTER JUL 1 59E 1-1/4 X 318" ma X - , —POWER POLE, TYR \ . G II FACTO • P X 7 LONG - .„.- F 6 . GALVANIZED SHEET IETAL FENNARE COLNTERTOP 2 - ../ , . ' 7.2 1 - 1 GALVANIZE) SHIT METAL -- -- \ 1 1 112. T-11 VC . .k/E .9/9 u I .0-6 S I • .1 . 1, a 1 i.ti ' a-2 1 7 a i 1 g g o Di h / .0-.6 _ 1 .9/L 9 A -- I .5 I -J E .9 I .9 .9 '19/L .0-.6 .0-.6 GAP GAP, INC. CORPORATE ARCHITECTURE 900 CI-ERRY AVENUE SAN BRUNO, CA 94066-3010 (650) 952-4400 REV.: DATE: ISSUE FOR. 07 PERMIT AND BID SET BY: REV.: DATE ISSUE FOR: BY: FIX PROJECT LOCATIOE PARKWAY SUPERCENTER DRAwN. RICHARD KIM STORE NUMBER: 5359 TUKWILA, WA 71:7-i-i -0 TITLE. CASHWRAP DETAILS SCALE: AS NOTED DATABASE & FILE NAME CHECKED: MIIE MCKEON /HCCEJRIOIARDK/OR5359_P/SHTATLOWP3 SHEET NUMBER: A 7 t": pgaure GENIES J 1 --- ITIUVIUC nu CVNYLNYRIC UN um .rzurir n 7 1614 I MriallS I 113.40VABLE PANEL TIT. o SHOWN DASFED. SE nov..,vcADLE FE D i .. N .c.30 rpl FON BALL CATOES. MP , 1 )4 r 1 A7.1, i 1 i \ .J.. . i 2'1 1.12' / (;) .INJUIIIRA I . MN LIMAY11131. fl r. 111:741UVADLC AUX. rm._ - • • -0/PFIUE OCCUISV • BEYOND. FED N PLACE W111-1 • SHOWN DASED. SE - FON BALL CATCHES, TYP. 1 --- ITIUVIUC nu CVNYLNYRIC UN um .rzurir n 7 1614 I MriallS I 113.40VABLE PANEL TIT. o SHOWN DASFED. SE nov..,vcADLE FE D i .. N .c.30 rpl FON BALL CATOES. MP - • NW A7.1, •1 I != 2'1 1.12' (;) 0 J !` 1 3 - - - - 0 ,,,-' \ — ®® .9 /L 9 O ® 0 Al* _ 0 / I. / \ i = - z // , z - - - - .4 /E 9-.2 I -C C, a -= = - E = - & E 1 0 ' -8-) 0 ®® A II , " ED. E0. 1'9• E0 EQ. 6' 1•1• 1"9 V4' L \ N ,,, ..,, 2'6' 1'9 V4' 1'0 ' 1' " 8 UNIT Cl a / • UNIT B 3/4. UNIT A 1 ip• UNIT D • UNIT C UNIT 13 3, • UNIT A CHECKWRITING STAND CUTOUTS COMA:el PATH RIGHT•HAWED UNIT GALVANIED SIT AETAL FPILSH alOWN SHADED. TYP. A .F 3/4! X 3/4 ▪ CFENING ,FOR FASSACE OF CCM t4TO ova aix.tinrc IIAFORAFE 5 le.4• • Fl SCM116 -2f2 X 6" (FENING FOR PASSAGE OF NTO a.EC. CHASE c) KCTION N:1TE SCA£ WITS TO BE s TO •BE OCINSTRUCIED • t MIRACfl IMAGE. - BUT LOCATIONS OF CUTOUTS Wil VARY. SE BETA b. 12 —CHECK WRIT ING STAND 3/4' PARTICLE SOAR) WITH CLEAR ACETATE COAT LACCLEA FINISN - TYP. AT ALL SURFACES WC PARTICLE BOARD CCNSTF1JCTION 26/4 FRINTI31 LOCATION ELEVATION - :ASHWRAP EXTERIOR 2 V' ' DIA. IIVE W/ 6 X W METRIC KNIFE THFEADINOOD NSERTS ITIP iT PHI FAUNAL). FURNISIED BY MILLWORK NIRACTOR, RED INWAIIED. TO BE FIELD BILLED AT EAcri REGISTER LOC„ATICN. 01 TO FROVCE TEVELATE. EDIREADWOOD INSERTS TO BE SHIPPED N LOCKED DRAWER). INSTALL INSERTS SO THAT - a - E - TOP IS 1/8" ABOVE TIE ROBED SURFACE. - - - , 2 V4 iciaPNABE CATAI OF NO. DRAWER GUIDES "3800 (AT SLIDE-OUT SHELF) "214 AT DRAWERS) - HINGE AT ACCESS GATE (BOTTOM) HINGE AT ACCESS GATE BOP & MIDDLE) SHELF SUPPORTS "282-27-401 TRANSPARENT HANI031-1 ELFWISEED AND INSTALLED BY F.D.I.) LOSES ISIPPLIED BY ED.). AN3 INSTALLED BY MILLWVE CONTRACTOR) (CORE SUPPLIED AND INSTALLED BY GAP) BALI CATCH AT ACCESS PANELS PULL AT ACMSS PANELS SCIEWS/SCPEWEEADS GAP It COIL SPRING FINISH: BRUSHED CHRONE "11526D "B34101-2604 4• x 4• BALL BEARING BOLT HINCE MODEL 'AC-213 'HANIGER-TIGIT' CLIP RUST. 1-9 V2 NEIGHT WITH (4) MODEL P' CLIPS AT EACH SIDE AT HANGER-TIGHT SPACE. SPA-21 HANGER CAW', "5L771102-626 t'SP482 81 0500 "8 5/8"L K-LATH BEET NETAL SCREWS CASHWRAP SCHEDULE PROVIDE 2 1/2" X 6' CUTOUT COLNTER SURFACE UNDER CHECK- WRITING STAND FOR CABLE PASSAGE ff_Y_BQB&D_LCICALQN INTO CHASE BELOW, TYP. , GAP, INC. CORPORATE ARCHITECTURE 900 CFERRY AVENUE SAN BRUNO. CA 94066-3010 (650) 952-4400 LLIABNG 1,4 if TYPICAL CUSTOMER PATH LEEL±lAtaa_211.T. 1 1/2"=1' 0" MANFACTIRFR NAVF A ADORFSS ACCUIDE 1230 SHOEMAKER AVE. SANTA FE SPRINGS. CA 90670 12131 903-0200 STANLEY 300 EAST ARROW HIGHWAY SAN DIMAS. CA. 91773 18001 854-7762 LAWRENCE BROTIERS 2 FIRST AVENLE STERLING. ILLWDIS 61081 18153 62050360 HAFELE 16926-A SOUTH KEEGAN CARSON. CA. 90746 (8001 334-1873 HANaR-TiGHT 405 ACADEMY DR. NORTHBROOK, IL 60062 631201 822-4264 17081 460-9701 ATTN: DICK SIMVERMAN RM. STADLER 821 01E1415 LANE SAN CARLOS. CA. 94070 14151 582-5321 338 WES 50 YES PLACE PAW HAVEN. CONN 06508 12031 772-0310 STREET 300 EAST ARROW HIGHWAY SAN DIMAS. CA 91773 (800) 654-77E2 DAVE GRATTAN AND SONS 16147 MONTOYA STREET IRWINDALE, CALIF. 91706 (805) 468-950- NO SCALE 13 —CHECK WRITING STAND AXO. • R ASTIC RAG SPAM SEE v OR 2 1/4'W X 611 X 1 1 2' OR 1 - V411 • 1AR* BOX SPACE r X 4 05411 X 1 5213 • i8fD111111 BOX SPArs • 1 X 9 3/49 X 1 1/20 E4A)I SPACF v-Tvv x 4 1/41-1 X 1-7 520 • Lazito_peatEa VANIER TO FIT - T-0'W X 5 1/2"0 X 1/25 MOW • CHARCF INPR1NT STORAGF SPACF 3'W X 49 X 813 - WITH 1/8" THICK REMOVABLE DIVIDERS. BIENSS OTS 3NV 0 4•-I X 80 - WITH 1/6' THICK REMOVABLE DIVIDERS BEKWABLF--BASE 2-1120110 2- 6 5411 X 1 1/420 • RFMOVARI F 9'ON901FR TOP 2-6201 X 511 X I-11 win • GENERAL NOTES 1. KEY ALL LOCKS ALIKE AT EACH CASHWRAP. 2. MILLWORK CONTRACTOR TO SUBMIT SHOP DRAWINGS TO TIE GAP. INC. FOR APPROVAL PRIOR TO FABRICATION. 3. DURING SHOP CRAWING REVEW. COORDINATE LOCATIONS OF CLERK DRAWERS/SLIDE 0-ELVES WITH TEE GAP. 4. ALL GALVANED NETAL EVES AND CORNERS TO BE FILED SMOOTH WITH NO SHARP EDGES. COMPARTMENT REV.: DATE SOLE FOR: °mamma DUPLEX ELECTRICAL OUTLET PHONE OUTLET 07-09-98 PERMIT AND BID SET HANWR SPACF WARDWAFE FLIRNISFEI) & INSTALLED BY CENERAL CONTRACTOR.) 1 1/01W X 2 3/411 x r-7 1120 . FIELD CUT CLIP POST TO FIT SPACE FINISH TO MATCH CASHWRAP INTERIOR. CR1 SPACF 1 X 4 1/21-1 X 1 1/40 EMI:13MM. 11 -O 1 1/4"H X 5-11 1/4•) RPGISTFR DRAWER SPACF 1 X 5 1/211 X 1-7 VZD LEAVE BACK OF SPACE OPEN TO CHASE BEYOND. INSTALL DRAWER MIT. PROM 'SLIDING BACK ON SHELF. - BE1P§ka 9 1/4""W - X 11 6/811 X 1-11 1/420 DO NOT PROVIDE LABEL (FURNISEED BY GAP - INSTALLED BY FDI) PSI TO FILL VOIDS AT TOP ta SIDES WITH CAULK 1/8' BACK FROM FACE ()F SAFE. . , CAI CII ATN/TFI FPHCNF JOE SHELF ' 9 VVW X 6'FI X I-7.1/20 PULL-OUT DRAWER - 9 V4'W X 1-3D SEE SHOPPING RAG SPAM T-8 OR 2 V4"W X 2 X 1 1/2" OR 1'-11 V4'Q - WITH 3/4" THICK DIVIDERS: ONE. VERTICAL SLOT SUBDIVIDED INTO TWO SPACES FOR SENSORMATIC DRAWER (WHEW OCCURS). AnI FOURPLEX ELECTRICAL OUTLET (CEDICATED CIRCUIT WITH ISOLATED GROUND) SOUND SYSTEM VOLUME CONTROL OUTLET WITH KNOB DESCRIPTIONS I NO SCALE cshcompartl RI< PHONE CORD SPACE DRAWER STOP .1=1-0" PHONE PULL-OUT ( F AT UNIT 87 POWER & SIGNAL LEGEND I NO SCALE BY: REV.: DATE - ISSUE FOR: PROVIDE S DIA FINGEPPLI1 CUTOUT I FRONT OF I, DRAWER FLUSH WITH CASHWRAP EXTERIOR 10 PARTICLE BONS TO , FORA INCLIIED PLANE BY ES 9/4' OMR akvaiiiaao WAFERFEAD SCRBVS, • WET NETAL CABLE SEAMS - 0-3/4 14" 243' UNIT E ELFVATION - AT REMOVABLF TOP/BASE I (SEE PLAN FOR LOCATION) . . ELEVATION CASHVVRAP INTERIOR 1 1"-1' FlIa WEB FBI TO NSTAII SAFE TRIM OUt WITH PARTICLE BOAAD SWIXLND. CUT PI FED TO DIMENSKINS OF SAE. ATTACH TO BLOCKPG 11' BACK POW FACE OF SAE. F1L VOWS WITH CALLK TO MATCH PARTICLE BOARD. AllUSTABLE SWUNG 4 PAIRS CF OCRS WITH CCM:EAU!) HNGES AND 1• DIAA£TEFI FINNFULL CUTOUTS AT EACH DOOR PROJECT LOCATION: TITLE CASHWRAP ELEVA.TIONS ceAwN RICHARD KIM 81 LOOT F ELEVATION CREDENZA UNIT PARKWAY SUPERCENTER TUKWILA, WA E0. UNIT F 9 112' STIE NINEIER 5359 SCALE: AS NOTED DATABASE & FILE NAmE EQ. i UNIT CHECKED: MIKE MCKEON /1131E/RICHARD0011.53592/20ffA72_CW18 5852 REGISTERED ARCHITECT RICHARD D.R.0 NA SlATE OF WAS HIN000N EQ. UNIT F SHEET NUMBER ITH CC OF LAW SWITOES LOCATION CF CUT-MT RS SPEAKER VOLUNE CONTROL 1"4-0" I A7.2 RECEIVED CITY OF TUKWILA JUL 1 6 1998 PERMIT CENTER it 1 199:: TABLE OF CONTENTS DIVISION ZERO: CONDITIONS OF THE CONTRACT 00700 GENERAL CONDITIONS 00800 SUPPLEMENTARY CONDITIONS DIVISION 1: GENERAL REQUIREMENTS 01010 SUMMARY OF WORK 01150 ENVIRONMENTAL PROCEDURES G1300 SUBMITTALS 01400 QUALITY CONTROL 31500 CONSTRUCTION FACILITIES 01600 MATERIAL & EQUIPMENT 01630 SUBSTITUTIONS 01700 CONTRACT CLOSEOUT DIVISION 2: SITE WORK 02070 SELECTIVE DEMOLITION DIVISION 3: CONCRETE (NOT USED) DIVISION 4: MASONRY (NOT USED) DIVISION 5: METALS 05500 METAL FABRICATIONS 05521 PIPE AND TUBE RAILINGS DIVISION 6: WOOD & PLASTICS 06100 ROUGH CARPENTRY 06110 QUARRY CAST PANEL SYSTEM 06200 FINISH CARPENTRY 06400 ARCHITECTURAL WOODWORK DIVISION 7: THERMAL & MOISTURE PROTECTION 07200 THERMALjNSULATION 07240 EXTERIOR INSULATION AND FINISH SYSTEM 07250 FIREPROFING (PATCHING) 07255 CEMEN IOUS FIREPROOFING 07550 MODIFIE BITUMINOUS ROOFING 07600 FLASH! fa AND SHEET METAL 07900 JOINT SIALERS DIVISION 8: IYOO & WINDOWS 08100 METAL FRAMES 08210 WOOD DOORS 08340 OVERHEAD COILING GRILLES 08450 ALL -GLASS ENTRANCES AND STOREFRONTS 08700 HARDWARE 08?10 FRAMELESS MIRRORS ti�ii�s�ze�tatewea DIVISION 9: FINISHES 09260 GYPSUM BOARD SYSTEMS 09300 TILE arl0p0.tav ■ 09650 RESILIENT FLOORING 09680 CARPETING 09700 CLEAR EPDXY FLOOR COATING 09900 PAINTING DIVISION 10: SPECIALTIES l9li etre IRMasRie9ilklmb iihit • Ems a6liefi tiiDs 10690 MGR. OFFICE & STOCK ROOM ACCESSORIES 10800 TOILET ACCESSORIES DIVISION 11: EQUIPMENT (NOT USED) DIVISION 12: FURNISHINGS (NOT USED) DIVISION 13: SPECIAL CONSTRUCTION NOT USED) DIVISION 14: CONVEYING SYSTEMS NOT USED DIVISION 15: MECHANICAL (S• Mechanical Drawings) DIVISION 16: ELECTRICAL (Seth Electrical Drawings) CORPORATE ~ leann ea DA TE 900 CHERRY AVENLE II SAN BRUNO. CAL FORNIA 94066 (415) 952 - 4400 > • N' se• s. SECTION 00700 - GENERAL CONDITIONS A. Conditions: American Insttuts of Architects (AIA) Document A201, 'General Conditons of the Contract for Constnxtion% 1987 Edition, Articles 1 through 14 inclusive is made a part of this Contract. Referenced Conditions maintain force and effect as thol gh set forth n full and shat: app'„y to ®I portions of Work. 8. Contractor ja hereby specifically directed, as a condition of Contract, to obtain necessary number of copies of AIA Document A201, and to become fully acquainted with Articles contained therein. C. The term •Contractor' under this Contract shall refer to subcontractors as well as General Contractor. SECTION 00000 - SUPPLEMENTARY CONDITIONS A. Where provisions of General Conditions relate to Project administration and work related requirements •,f the Contract, those paragraphs are expanded in Division 1 - General Requirements. B General Conditions. Supplementary Conditions and Division 1 - General Requirements contain information necessary for completion of every part of Project. C. D. E. F. G. RO Notify and apprise subcontractors and other parties to Contract and individuals and agencies engaged on Work as to contents. Environmental concerns are defined in Section 01150 - ENVIRONMENTAL PROCEDURES Term 'Furnish' means supply and deliver to Project, unless otherwise defined in greater detail. Term 'Install' describes operations at Project, from inspecting and unloading, to completion in place, ready for intended use. Tenn 'Provide• means furnish and install, complete and ready for intended use, unless otherwise defined in greater detail. Terms approved, selected, careered, required, accepted. acceptable and satisfactory shall require written action by Architect. Insurance: Contractor, The Gap, Inc. and Landlord shall review ARTICLE 11 - INSURANCE with their insurance agents and legal counsel and provide coverages as agreed upon, but not for less than that required by law. Subcontractors: Subn-it insurance certificate, minimum 51,000.000.00 bodily injury and property damage including State required workers' compensation, naming General Contractor as additional insured_ DIVISION ONE - GENERAL REQUIREMENTS SECTION 01010 - SUMMARY OF WORK A. Work of Contract comprises construction of retail sales facility as indicated in Contract Documents for The Gap Stores Incorporated. B. Contract Documents are intended to encompass everything necessary to perform Work property, however, every item necessarily required may not be specifically mentioned or shown. 1. Materiels. systems, and equipment shall be complete and operable unless expressly stated otherwise. C. Trees and headings in Contract Documents are for convenience and are not to be taken as a segregation of units of materials and labor. No responsibility, direct or implied, is assumed by Architect or Owner for omission or duplications by Contractor or subcontractors due to arrangement of matter in Contract Documents. D. Contractor Use of Premises: Conduct operations to ensure least inconvenience to general public and other businesses. Limit use of premises for construction and storage to areas designated in writing by Landlord; allow for work by other contractors and public access. 2. Assume full responsibility for protection and safekeeping of products under Contract, inducing those stored on site. 3. Coordinate access to building with Landlord and provide for baking security as required. E. Coordination: Coordinate Work to assure efficient and . orderly sequence of installation of construction elements. 1. Make provisions for accommodating items installed by Owner or under separate contracts. 2. Verify characteristics of interrelated operating equipment are compatible; coordinate work having interdependent responsibilities for installing, connection to, and placing equipment in service. 3. Coordinate space requirements and installation of mechanical and electrical work; conceal pipes, ducts, and wiring in finished areas; coordinate locations of fixtures and outlets with finishes. BY 07 -09 -98 ISSUE TO BID & PERMIT R.K. 4. Coordinate recycling of materials with Landlord and per local ordinances, as required to conform with demolition, waste rote management, and site protection Section 01150 - ENVIRONMENTAL PROCEDURES. 5. Indude in bid submittal specific provisions and pricing for ra removing project waste material to: Re -use programs, Recycle Centers, Class III Landfills, and Inert Fins. Submit a list of proposed local waste sites, recycle centers and reuse programs, &a bash be utilized for the project F. bash grades, fines, arid levels by use of recognized practices. G. Regulatory Requirements: Contractor shall be responsible for contacting governing authorities directly for necessary information and decisions bearing upon performance of Work. H. Reference Standards: For Products specified by association or trade standards, comply with requirements of referenced standard, except when more rigid requirements are specified or required by applicable codes. 1. Applicable date of each standard is that in effect as of Proposal date, except when a specific date is specified. Cutting and Patching: Cu t, fit, and patch as required to complete Work to match adjacent undisturbed materials and finishes and to: 1. Make parts fr together property. m 2. Uncover work to provide for installation of ill -bed work. 3. Remove and replace defective work. 4. Remove and replace work not conforming to Contract Documents. 5. Remove samples of installed work as required for testing. 6. Provide routine penetrations of non-structural surfaces for installation of piping and electrical conduit. 7. Should existing finish to be matched be of a now out -of- production or otherwise unavailable materials, obtain Architect's specific approval of substitutions. 8. Provide primers, sealers, underiayments, supports, backing blocking furring, suspension systems, and accessories as required for any purpose in patching existing work a. Provide specified env enmenfally safe materials, obtain architects approval for materials which are not otherwise specified. See Section 01150 - C.1.a. for substitution submittal requirements. 9. Patch former openings to match adjacent undisturbed work. 10. Path concrete slab surfaces using specified procedures and products; see Section 9700 - Clear Epoxy Floor Coating. SECTION 01150 - ENVIRONMENTAL PROCEDURES A. General Environmental Concerns: Project requires maximum envjroismentalty conscious work feasible within limits specified, available materials, equipment, and products. Contract Documents have been prepared to maximize environmental consciousness, recycling, and reuse of recyclable and'reusable materials. 2. Inform Architect where specie/ environmental requirements could detrimentally impact critical path of construction schedule. a. Provide separate itemization of costs related to special environmental procedures and to materials and equipment intended to be environmentally safe. 3. Participate in promoting efforts of Owner to create an energy-efficient and environmentally sensitive facility. 4. Use recycled, toxic-free, and environmentally sensitive materials, equipment, products, arid procedures to maximum extent possible. 5. Intention of this section is to ensure those involved with Project act positively to protecting the environment, both on -site and off-site, during demolition and during construction operations. 6. Prevent environmental pollution and damage, and effect optimum control of solid wastes. B. Special Environmental Definitions: 1. Environmental Pollution and Damage: Presence of chemical, physical, or biological elements or agents which could: a. Adversely affect human health or welfare. b. Unfavorably alter ecological balances important to human life, affect other species of importance to humanity. Degrade the utility of the environment for aesthetic, cultural or historical purposes. e PARKWAY 'SUPERCENTER TUKW ILA, WA TITLE AS -IS SPECF CAT IONS DAAww 'R.K 2. Sediment: Soil and other debris that has been eroded and transported by storm or well production runoff water. Inert Fill: Permitted facility that accepts inert waste such as asphalt and concrete exclusively. a. Inert Solids/Inert Waste: Non -fiquid solid waste inducing, but not limited to soil and concrete that doss not contain hazardous waste or soluble pollutants at concentrations in excess of water -quality objectives established by local, state, or national regulatory agencies, and which does not contain significant quantities of decomposable solid waste. 4. Class Ill Landfill: Landfill that accepts non - hazardous waste such as household, commercial, and industrial waste, including construction, remodeling, repair, and demolition operations. 5. Construction and Demolition Waste: Solid wastes such as building materials, packaging, rubbish. debris, and rubble resulting from constru ction, remodeling, repair, and demolition operations. a Rubbish: Combustible and noncombustible wasfas such as paper, boxes, glass. crockery, tin cans, metal and lumber scrap. b. Debris: Combustible and noncombustible wastes such as leaves and tree trimmings that result from construction or maintenance and repair work. 6. Chemical Waste: Petroleum products, bituminous materials, setts, acids, alkalis, herbicides, pesticides, organic chemical, and inorganic chemical wastes. 7. Sanitary Wastes: a. Garbage: Refuse and scraps resulting from preparation, cooking, distribution, or consumption of food. b. Sewage: Domestic sanitary sewage. C. Special Environmental Submittals: Comply with genera' requirements specified in Section 01300 for submittals and with following special requirements. Requests for Materials Substitutions: Comply with requirements specified in Section 01630 - Substitutions for submitting requests. a. Indicate how proposed substitutions are more environmentally sensitive or as environmentally sensitise as specified products. 2. Solid Waste Management and Environmental Protection Plan: a. Preconstruction Meeting: After award of Contract and prior to commencement of Work, schedule and conduct meeting with Architect to discuss proposed Solid Waste Management and Environmental Protection Plan. D. Special Recycling Requirement: g h. 1) Intent is to develop mutual understanding relative to details of environmental protection, recycling, and rebate programs. 3. Submit the following with each application for progress payment: Include manifests, weight tickets, receipts, and invoices specifically identifying Project and waste material from recycling centers, Class III landfills, and inert fills. Implement .rte cli. a posparo that inc'ud e s p. .co ection of waste materials of following types as applicable and others as appropriate. a. Asphalt. b. Concrete. c. Porcelain plumbing fixtures. d. Metal (ferrous and non - ferrous). e. Wood. f. Debris. Glass. Ned clay brick. i. Paper (bond, newsprint, cardboard and paper packaging). 2. Handlino: :iecyck materials shall be free of cart, adhesives, solvents, petroleum contamination, end other substances deleterious to recycling process. a. Arrange for collection by or delivery to appropriate recycling center or transfer station that accepts construction and demolition waste for purpose of recycling. 3. Participate in Re -Use Programs: Participate in re-use programs to extent available in Project area. 5359 E. Environmental Controls: Comply with federal, OM% and local regulations pertaining to water, sir, solid waste, chemical waste, sanitary waste, sediment, and noise pollution. SECTION 01300 - SUBMITTALS Protection of Natural Resources: Preserve the natural resources within Project boundaries and outside limits of penman*. work performed under Contract in existing condition or restore to an equivalent or improved condition upon completion of Work a. Work Activities: Confine demolition and construction activities to areas defined by knits indicated on Drawings. b. Water Resources: Comply with applicable regulations concerning direct and indirect discharge of pollutants to underground and natural waters. 1) Oily Substances: Prevent oily and other hazardous substances from entering ground, drainage areas, tc..;i.' bodies of water in quantities which could produce measurable ecological impact on area. 2) Construction Equipment Store and service construction equipment at areas designated for collection of oil wastes c. Land Resources: Identify land resources to be preserved within work area prior to construction. 1) Approvals: Do sot remove, sit, deface. injure, or destroy land resources including trees. rah t bs, vines, grasses, top soil, and land forms without poor Owner approval. d. Dust, Air Pollution, and Odor Control: Prevent creation of dust, air pollution, and odors. 1) Use water sprinkling, temporary enclosures, and other appropriate methods to limit dust and den rising and scattering in air to lowest practicable level. 2) Do not use water when it could create hazardous or other adverse condfions such as floodrg and pollution. 3) Store volatile liquids. including fuels and solvents. in closed containers. 4) Property maintain equipment to reduce gaseous pollutant emissions e Noise Control Perform demolition and construction operations to minimize noise; perform roue Producing work in less sensitive hours of the day or week as directed by Landlord or Building Owner. f. Disposal Operations: Promptly and legally transport and dispose of removed and demolished items and waste materials not identified to be recycled or reused. 1) Do not bum, bury, or otherwise dapple of rubbish and waste materials on Project site. A. General Contractor shall review and coordinate submittals prior to .`rchite t review, with both poor to fabrication or installation. Schedule submittals in orderly sequence to prevent delays in construction. Inform Architect in writing at time of submission of any Proposed deviation in submittals from requirements of Contract Documents. 3. Refer to Section 01150 - Enorenmental Fir sedum. for special submittal requirements. B. Contractor, by reviewing submittals, indicates verification of compliance with Contract Documents, field measurements, field construction criteria, materials, and similar data. C. Product Data: Mark each copy to identity appiirsble ? roducts, models, options, and other data; supplement manufacturers' standard data to provide information unique to Work; include installatic. r instructions. Submit number of copies which Contractor requires. plus two copies which will be retained by Architect. D. Shop Drawin g Provide shop drawings for custom fabricated items and as required by various Specification sections. Submit one reproducible and one print of each shop drawing: drawings to include title block, reference to architectural Drawing, and required information; minimum sheet size 13-1/2' x 2_ Corrections and notations will be made on reproducible; incorporate revisions and resubmit when directed by Architect. 3. Architect review is for design concept only. Contractor a responsible for shop drawing accuracy, fittings, coordination, construction techniques, materials, and worts required by Contract Documents. P P R 4. Architect review of shop drawings does not signify approval of I \' departures from ontract requirements. SFEET NO. SP -1 SIEETS RECENED CITY OF TuKWILA JUL 61998 PERMIT CENTER E. Samples: Provide mainxxn two awnpks of finish materials; chip samples to Architect prepaid; sample sizes between r and 12'; submit hull range of standard cobra, textures and patterns upon reclueuik. F. Certificates: Submit certificates, se. in duplicate, in accordance with requirements of Specification section. SECTION 01400 - QUALITY CONTROL A. General Quality Control: Maintain quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. B. Manufacturer's Field Services: When specified in respective Spscilcato-n sections, require manufacturer or supplier to have qualified personnel provide on -sits observations and recommendations. C. Testing Laboratory Services: Provide testing laboratory services required by ,. c aut o,s,. , A cc,.drs to applicable codes. SECTION 01500 - CONSTRUCTION FACILITIES A. Temporary Power. Provide power service and lighting required for operations, with branch wiring and distribution boxes located to allow service and lighting by means of construction -type power cords. 1. Connect to existing service, provide branch wiring and distribution boxes located to allow service and lighting by means of construction -type power cords. a C_ D. E. B C Representative shall: Barriers and Enclosures: SECTION 01600 - MATERIALS AND EQUIPMENT A. Products: 900 CHERRY AVENUE SAN BRUNO, CAL EORNIA 94066 (415) 952 -4400 5. Reproduce and distribute after Architect review. Allow one week for Architect review. Rejected samples ahal be resubmitted as soon as possible and shall be identred as 'Resubmitted Samples'. 2. heeled* Project, Specification and location on each sample, giving hall intonnabon a. Observe field conditions, inducing conditions of surfaces. b. Observe quality of workmanship send methods of installation. c. Provide recommendations for installation and workmanship. d Where required. start, test; and adjust equipment as applicable. e. Submit written report to Owner's Representative of observations. Services shall be performed in accordance with requirements of governing authorities. 2. Where tests are required, testing laboratory shall submit copy of test results directly to enforcing agency. 2. Maintain energy management controls to conserve power. Noise, Dust and Polbuticr Control: Provide materials and equipment receesery to comply with Landlord and local requirements for noise, dust and pollution control. 1 . Provide environmental) safe barriers as may be required to protect adjacent properties from damage from operations: and as required by governing authorities. 2. Provide, as specified, environmentally saw temporary enclosures where construction penetrates exterior con r' ,nents. 3. Materials: Provide, as specified, environmentally safe materials which are nontoxic, recyclable, or reusable. Cleaning Control accumulation of waste materials and rubbish; recycle or depose of off -site at intervals approved by Landlord and complying with special environmental procedures specified in Section 01150. Signs: Subject to approval of Owner and Landlord. Removal and Cleaning: Remove construction facilities, clean and repair damage. in excess of Contract requirements, caused by operations or use of temporary facilities. Components supplied in quer..fy shall be interchangeable; provide materials and systems by one manufacturer to extent possible; provide new materials unless otherwise directed in Contract Documents. ' Provide or install no asbestos containing materials. Installation: Instill items plumb, level and secure, and in correct relation to adjacent products. 1 Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking. Transportation: Transport products by methods to avoid damage, deliver undamaged in namrdacturer's unopened containers or packaging. Manufacturers are encouraged to use recyclable or reusable packaging materials. CORPORATE ;v-„ ui,F( i NC. DATE ISSUE C. D. F. 07 - 09 - 98 ISSUE TO BID & PERMIT D. Handling: Provide equipment and personnel to hand* products by methods to prevent soiling and damage. t. Promptly inspect shipments to assure products comply with requirements, quantities are correct, and products are undamaged. E. Storage: Store products in accordance with manufacurer's instructions, with seals and labels intact and legible. 1. Periodcafly inspect to assure products are undamaged and are maintained under required conditions. Protection: After installation, provide coverings to protect products from damage from traffic and construction operations, remove when no longer needed. See Sections 09550/09560 Wood Flooring, for floor protection requirements. SECTION 01830 - SUBSTITUTIONS A. Products: Provide materials, systems, and equipment specified; for products specified by reference standard, provide product meeting standard; submit requests for substitutions for products not specified B. Requests for Substitutions: Submit requests for substitutions to Architect with manufacturers 'cut sheet' in writing, Architect will signify acceptance either by submitting AIA form 6709 Proposal Request, or in writing on GAP letterhead. Additional environmental requirements for substitution requests are given in Section; C.1 .a. C. Contractor: Investigate proposed substitutions prior to submittal to Architect; include cost and schedule changes caused by substitutions; submit separate request for each product. 1. Requests indicate Contractor has investigated product and that it meets or exceeds specified product; will provide same warranty; and waives claims for additional costs which subsequently become apparent 2. Substitute products shall not be ordered without written acceptance of Architect 3. Environmental Concerns: Proposed substitutions shall be at least as environmentally sound as specified products; Manufacturers cut sheets, product composition information, fire rating, smoke density,and other information may be required by architect for environmental considerations. D. Architect and Owner will be final judges of acceptability and reserve right to reject proposals due to insufficient information. SECTION 01700 - CONTRACT CLOSEOUT A. Completion: At completion submit certification Work has been inspected and has been completed in accordance with Contract Documents and deficiencies noted by Architect and Owner have been corrected. B. Final Cleaning: Clean interior and exterior surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. Use only non -toxic cleaning materials: vinegar and water shall be used for cleaning glass, no other cleaning materials shall be permitted for glass. Clean bathrooms, stockroom including mopping floors, storefront glass inside and out, and mirrors; clean cashwrap including drawers, glass, resilient floor, and clean shelves of dust and marks. 2. Dust light fixtures and thoroughly vacuum carpet. 3. Clean wood floors as specified in wood flooring section. 4. Touch up marred surfaces, dents and scratches completely. 5. Repair or replace damaged finishes as required by Gap representative. Clean equipment and fixtures to a sanitary condition, dean or replace fitters of mechanical equipment. Remove waste, surplus materials and rubbish from Project and site. 8. Assemble and clean floor display fixtures. Project Record Documents: Keep documents current do not permanently conceal work until required information has been recorded. 1. Indicate actual work on Drawings; indicate actual products used in Project Manual, including manufacturer, model number and options. Data: Provide material, finish, maintenance data submitted by manufacturers bound in three ring binders, organized in format similar to specifications. Provide written operating instructions and maintenance procedure' for equipment installed under equipmen electrical, plumbing, on air conditioning, heating and ventilating subcontracts. E. Warranties: Provide warranties as required by Contract Documents and where provided by manufacturer for products specified. BY R.K. 1. Provide duplicate copies on Contractor letterhead, countersigned by manufacturer, and where specified, countersigned by subcontractor and installer. 2. Rejection of , Warranties: Owner reserves right to reject unsolicited and coincidental product warranties which detract from or confuse interpretations of Contract Documents. F. Demonstrations: Prior to final inspection, demonstrate operation of each system to Owner. DIVISION TWO - SITE WORK SECTION 02070 - SELECTIVE DEMOLITION A. Remove interior partitions, equipment and fixture casework, storefronts, furring, ceiling systems, finished flooring, and other items not used in new Project unless otherwise noted. B. Intent of demolition Drawings, where included, is to show general scope of demolition required to complete space in accordance with Contract Documents; demolition is not limited to items specifically shown. 1. Notify Architect of existing cendtions not consistent with Contract Documents. C. Comply with applicable local, state, and federal codes; and regulations pertaining to safety of persons, property and environmental protection. D. Prevent movement and settlement; provide and place bracing or shoring and be responsible for safety and support of structures; assume liability for such movement, settlement, damage, and injury. E. Casee operations if safety of structure appears to be endangered. Do not resume operations until safety is restored. F. Arrange and pay for disconnecting, removing and capping utility services within areas of demolition. Disconnect and stub-off. DIVISION FIVE - METAt.S Notify Landlord and affected utility company in advance and obtain necessary approvals before starting work. Place markers to indicate location of disconnected services. Identify service lines and capping locations on Project Record Documents. H. Daily remove from situ and legally depose of refuse, de rubbish, and other materials resulting from demolition operations. 1. Assume costs of disposal of debris from demolished work, inducing costs assessed by a landlord on a pro-rata basis; Contractor to determine if such charges are to be assessed. 2. Leave site broom clean. Remove existing flooring material, clean existing concrete floor slab, and prepare slab to receive new finish floor. 'J. See Mechanical Specifications for ductwork removal and relocation. K. Cap off existing plumbing, electrical, and mechanical not utilized in new scheme per code and clear of new work; cap abandoned floor penetrations below finish flooring. 1. Reuse existing circuits and plumbing lines where possible. L. Repair damage to adjacent construction caused as by demolition. SECTION 05500 - METAL FABRICATIONS A. Provide stock and custom fabricated metal items which are not part of systems specified elsewhere, complete in respect to intended function. B. Shop Drawings: Submit for fabrication and erection of metal fabrications, indicate profiles, sizes, connection, reinforcing and anchorage; provide templates for anchor installation by others. C. Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication, where possible; do not delay job progress; allow for trimming and fitting where necessary. D. Materials: 1. Steel Shapes, Plate. and Bars: ASTM A36. 2. Steel Tubing: Cold formed ASTM A500; or hot rolled, ASTM A501; minimum Grade B; seamless where exposed. 3. Galvanized metal wainscoting, edges and reveals. 4 Fasteners and Rough Hardware: Type required for specific usage; provide zinc-coated fasteners for exterior use or where built into exterior walls. 5. Paint: Prime paint metal fabrications excluding wainscot, power pole, menu boards, guardrails, and piperails; provide primers as recommended by paint manufacturers for substrates and paints specified in Section 09900 - Painting. E. Fabrication: Fabricate items with joints neatly fitted and properly secured; grind exposed welds continuous, smooth and flush with adjacent finished surfaces, and ease exposed edges. CND VILYY PROECT LOCATION TUKWILA. WA TITLE AS -IS SPEC F !CAT IONS DRAWN R.K. DIVISION SIX - WOOD & PLASTICS SECTION 06100 - ROUGH CARPENTRY D. System: PARK WAX.'' ; SUPERCENTER F. Instatlasorr. Install square and level, accurately fitted and tree of distortion and defects detrimental to appearance and performance. G. Cooperate with other trades to recycle and depose of refuse aecordrrg to section - 01150 Environment l Procedures. SECTION 05521 - PIPE AND TUBE RAILINGS A. Provide freestanding handrail system, including rail caps and accessories as required for complete, finished installation. B. Design requirements: Comply with applicable codes: design railings to support a lateral force of 50 Ibeein. ft uniform load and 200 lbs. at any single point without permanent set or damage: ASTM E935. Design top rail to support minimum 300 lbs. concentrated single point load applied at any point vertically or horizontally. C. Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication, where possible; do not delay job progress; allow for trimming and fitting where necessary. D. Pipe and Round Tube Railings: Comply with requirements of NAAMM 'Pipe Railing Manual'; cap exposed ends; maximum outside diameter of 1 -1/2'. Railings: 1-1/T diameter hot dipped galvanized steel pipe. 2. Fasteners: Malleable cast iron, slip-on, threadeas pipe fittings conforming to ASTM specification A47 -77 -32510 by Kee Industrial Products, Inc. Fittings shall be hot ripped galvanized at a rate of 2.02 per square foot to ASTM A153. a. Fittings shall be secured to pipe by zinc plated set screws with a case hardened cup point. E. Installation: Install railings plumb, true and in correct relation to adjacent work, free from distortion and defects. A. Provide rough carpentry as required, inducing miscellaneous blocking. B. Wood: Graded by National Forest Products Association (NFPA) certified agency; minimum construction grade Douglas Fir or better, S -Dry, 19% maximum moisture; fire- retardant treated where required by code. C. Plywood: Comply with ANSI A199.1 (PS -1) and American Plywood Association (APA) Type A -B with exterior glue and A side exposed, fire- retardant treated where required by Code. D. Medium Density Fiberboard (MDF): Comply with ANSI AS208.2 and ASTM E84 Class C(III) fire rating (76 -200). E. Fire Retardant Treatment: Comply with American Wood Preservers Association (AWPA) standards for pressure impregnation with fire- retardant chemicals; kiln -dry to maximum 19% moisture content 1. Rating: Maximum 25 flame spread, UL Test 723/ASTM E84. F. Preservative Treatment: Provide wood in contact with concrete slabs on grade and roofing nailers treated with water -borne preservatives meeting AWPA LP - 2; kiin -dry to maximum 15% moisture after treatment. G. Rough Hardware: Furnish rough hardware, bolts, nails, fasteners, anchors, and connectors as required to complete the work. 1 Provide galvanized common wire nails, bolts, nuts, and washers; provide washers for bolts and nuts. H. Cooperate with other trades to recycle and dispose of refuse according to Section 01150 - Environmental Procedures. SECTION 06110 - QUARRY CAST PANEL SYSTEM • A. Quarry Cast veneer panel System, 'INT Galveston Grey' For Old Navy interior mall locations. As indica on drawings for storefront fascia and columns. Quarry Cast system by Formglas, Inc. • B. Shop drawings: 1. Submit large scale shop dnawin (no less than V = 1'-O scale). 2. Indicate meterials,.component files, fastening, cutting, joining, bevel details and locations, I as finishes. accessories and limestone base locations. 1 1 C. Site cnndtions • 1. Store Qt'arry Cast panelsin site at temperature no lower then 40 degrees fahrenheit in dry area protected from weather for seventy -two hours prior installation. Do not lean panels during storage, since warpage .r occur. 1 1 1. Formglas, Inc. Quarryiast veneer panels: a. Glasafiber re4orced gypsum board panels for interior application oatr 5/8' plywood or 5/8' gypsum board as indicated on drawings. 5/16' nominal panel thickness, weight 2.1- lbs. /sq. ft., density 95 lbs. /cu. ft. Flame STORE N0. 5359 Deis- DZ5c1 SCALE Nk7rc` CADO FLE NAIVE CFECxED MJ.M. spread A.S.T.M. E84=0. Sme developed A.S.T M E84.5. This system is not reeommendrd for exterior application. ■ ■ 2. Grout: • • a. Provide Old Navy custom cobralor corners, repairs, and patching counter sunk fasteners - supplied with Quarry Cast package. • • 3. Clear Sealer: a. Supplied with Quarry Cast pa ge. To cord field art edges, sanded and grouted corners only. • E. Fabrication: ■ 1. Shop fabricated Quarry Cast panels to It ▪ following tolerances. ■ a. Teethes. fete' - 1/16'111/3T ■ b. Length and Width - +/ -1/16' ■ ■ c. Warpage/Bowing - Maxirwrr13/32' per foot. ■ F. Materials: ■ ■ 1. Provide: ■ ■ a. PL 400 panel adhesive by Canadi�an Adhesive (tile ,,r water based adhesive is not a suable substitute). b. Fasteners - 18 gauge afum ris countersunk using an air operated nail gun_ ■ ■ c. DAP colored latex sealant ■(for application between panels) color to matdu Quartet -e Panels, submit sample for architect's approval. ■ ■ G. Preparation: ■ ■ 1. Install panels per approved shop d rugs, in strict accordance to manufacturer's instructions an in compliance with local codes. Coordinate installation wild Section 06100 - Rough Carpentry and Section 09300 Do not install panels in temperatures lower than 40 - renheit. 2. Do not proceed without reterringeto installation instructions' provided with panel shipment Verify that all panels shown on approved shop drawings have In fabricated to the proper tolerances, are in good condition a f accounted for. ■ 3. Ensure the Got' plywood (5/8''gypsum board) - (refer to drawings) is straight and true, Lid allows for the 3/8' total Quarry Cast veneer package the ss. (5/16' panel and 1/16' adhesive.) Lay out joint locatio on substrate per approved shop drawings ■ ■ The panels are supplied slight@ oversized (to arrow for field tolerance), and require cc?tng to sire in fetal. Acceptable seeting Methods: ■ a. With a plastic laminate ktfe deeply score both sides of panel and snap/break ably a 'straight edge' ■ ■ Cut panels using a tabIM saw with 'grit edge' tungsten carbide or diamond bleat. Never 'nee cut r expose panels to moisture duringtutting. I ■ ■ ■ ■ c. Cut panels using a jigsar ■■ with 'grit edge' blade 6. Straighten all edges with a sa rig block (40/60 grit). Sand a 45 bevel for the caulked joints, leave sharp edges (slightly sanded) for the comers. ■ ■ H. Installation: ■ ■ 1. Apply walnut size dabs of adhesive to the panel back at +J 9' o.c., place and slide into posiftn. ■ 2. Use 114' ( temporary) spaces hstween panels to ensure constant joint width for caulking. ■ ■ 3. To hold panels in posit s anit!at until the arthe a eats, use an air operated nail gun with 18 gauge aluminum nails. Countersink nails ■ Completion: • ■ ■ 1. Caulking: h a. Caulk the joints betw4n the panels, and between panels and other materials■ The corners are grouted over caulking. ■ ■ 2. Grouting: ■ ■ a. F'nger fin all chips, hies, countersunk nail holes, etc. with match rig grout. Ren■ove excess grout immediately with a flexible scaper or cif kip cloth. ■ ■ • SETT NO. n €crivxo CRY OF TUKWILA JUL 1 6 igg8 SP-2 aF BEETS SECTION 06200 - FINISH CARPENTRY CORPORATE tr IIT \ i 900 C-ERRY AVENUE SAN BRUNO. CAL FORNIA 94066 (415) 952 -4400 b Bevel corners. Apply the grout by finger or scraper and smooth the grout with a wet t exible scraper (keep the scraper wet). Repeat if the grout shrinks. After the grout sets ( +1- 72 hours), sand it smooth and apply 1 coat of clear sealer. (Note: Joints between horizontal (overhead) panels and vertical columns (i.e., inside corners) are caulked only.) c. Use the Quarry Cast matching grout sparingly. Applying or smearing the grout on the Quarry Cast surface beyond the corners and holes will change the surface noticeably and spoil the overall appearance. Do not use te ywall taping techniques or a trowel. 3. Sealing: C. One coat by brush or sponge over on °field cue edges. this can be done before or after the joints are caulked. The sealer will not affect the caulking (after set). u. Grouted corners (see above 'bevel" corners) and patched holes, etc. Ctw.vng and Maintenance: Quarry Cast requires generally little upkeep other than cleaning with a water/soap solution nrrd rinsing with a damp sponge. Er dirt, pencil and rubber marks, etc.. can be removed with a multi - purpose spray cleaner such as 'Spray Nine" by Knight's (518,762-4591), (no powders) and wifsrrg after with a damp cloth or sponge. If the area is large it will require to ensure easy cleaning later. To remove stains, bums, etc., contact Formgles. tnc. A. Provide finish carpentry (field fabricated) as required for complete Project as indicated; coordinate with architectural woodwork. B. Stanclei . Cori of pro to Amenxan Woodwork Institute (AWI) or Woodwork Institute of California (WIC) quality standards. C. Materials: Paint Finish Plywood: American Plywood Association (APA) N -N Grade, 3/4' thick 7 ply panels with face veneers of natural White Birch for paint finish: Premium Grade. All exposed plywood to be panted; see Section 09900-Painting for matenals and execution. Concealed Plywood: Any softwood species, APA Exterior type, Medium Density Overlay, APA MDO/EXT -APA; fire retardant treated where required by applicable code; Economy Grade. Solid Lumber Pine or Cedar suitable for paint finish; Premium Grade moisture content maximum 12%, minimum 6 %. 4 MDF: Comply with ANSI A208.2 and ASTM 684 Class C(III) fire rating (76 -200). D Shelving: Furnish and install shelving. hardware and shell edging (edging for stock and mgr office), unless otherwise noted under scope of work; Custom Grade. 1, Shelving: a. Stockroom, Office and Closets: As detailed, 3x4' thick MDF particle board with white U S. Plywood Corp. 'Decoiam' white vinyl surface. 2 Shelf Edging Trim Cap: White styrene grip -fit extrusion Chem Style Mfg , Inc - Plytnm,' 5801 W. Mt Hope Highway, Lansing, Michigan a. Source. Chas. McMurray, 568 7th Street, San Francesco, California. b. Miter exterior corners; no fastening required. 3 Apply 'Plytrim' edging after shelves are installed to 8riige end joints in shelves. 4. Hardware: a. Crown Package for Old Navy. (1) Standee Crown ASP 2287 -B 124' single slotted, powder coat white finish (at manager's office). (2' Standards: Crown ASP 2287 -K 124', single slotted zinc finish (at stockroom closets, fitting room alcoves). (3) 12" Brackote: Crown #SP 2159 shelf bracket with #CW 5116 front dip, notched, satin trivalent finish. 5. Surface Mounted Wail Standards: Install to a level line, from the finish ceiling down to locate splice joints nearer to finish floor. a. Use wood screws into backing provided by General Contractor. b Bottom standard 6" A.F.F. (top standard per elevation). c Align front edge of bottom shelf with shelves above to leave a spice at rear equal to wall standard thickness. 6 Spacing of Standards: Maximum 24' on center (unless otherwise noted). ND. DATE ISSUE 07 -09 -98 ISSUE TO BID & PERMIT E. Cash Wrap Counter: Provided under separate contract, General Contractor to instal including electrical work. SECTION 06400 - ARCHITECTURAL WOODWORK A. Provide architectural woodwork (mill fabricated) as required for complete Project as indicated; coordinate with finish carpentry. B. Standards: Conform to American Woodwork Institute (AM), or Woodwork Institute of California (WIC) quality standards; quality shall be Custom Grade unless otherwise indicated. C. Shop Drawings: Submit large scale drawings indicating materials, component profiles, fastening, jointing details, finishes, accessories, and dimensions when noted on shop drawing matrix. D. Experience and Qualifications: Millwork fabricator to have minimum five years successful experience in fabricating, finishing and installing Custom Grade architectural woodwork as specified. 1. Provide sufficient mechanics skilled in architectural woodwork to produce premium quality product. 2. Upon request, provide information necessary to demonstrate successful experience in producing premium quality woodwork. 3. Shop fabricate and finish architectural woodwork to maximum extent possible allowing for shipping, handling, and access to final location of installation. E. Lumber and Plywood: Graded in accordance with referenced standard for quality assurance; thicknesses indicated on Drawings. 1. Paneling: Provide fire- retardant treated core with flame spread rating of maximum 25 (ASTM E84); treatment which does not cause stains in finished system. F. Medium Density Fiberboard (MDF): Comply with ANSI A208.2 and ASTM E84 Class C(III) fire rating (76 -200) G. Plastic Laminate: Conform to the National Electrical Manufacturers Association (NEMA) LOW; colors and textures as scheduled on Drawings, match approved samples. 1. Horizontal Surfaces and Splashes: Nominal 0.050' thick general purpose type. 2. Exposed Vertical Surfaces: 0.030' thick vertical surface type. 3. Backing Sheet: Minimum 0.020' thick. 4. Cabinet Liner: Low pressure polyester Overlay, 0.020' thick, color as selected. H. Casework Hardware: Refer to schedules on Drawings. I. Fabrication: Comply with referenced quality standards. 1. Plastic Laminates: Apply in full uninterrupted sheets consistent with manufactured sizes; make corners and joints hairline; slightly bevel arises; locate butt joints minimum 2' -0' from cutouts. 2. Use exposed fastening devices only when approved in advance and only Aiken unavoidable; arrange neatly. 3. Shop assemble architectural woodwork in sizes easily handed and to ensure passage through building openings. Installation: Install under supervision of factory trained mechanics in conformance with referenced standards. Provide cutouts and clearances for inserts, outlet boxes, and other fixtures and fittings; prime paint contact surfaces of cutouts, using clear material on members having transparent finishes. 2 Verify locations of cutouts from on -site dimensions. 3. Securely anchor architectural woodwork to blocking in wall, plumb and level. 4. Carefully scribe cabinetwork which is against other building materials, leaving gape of 1/32' maximum; do not use additional overlay trim. 5. After installation, adjust hardware. DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION SECTION 07200 - THERMAL INSULATION ■ ■ A. Provide glass fiber thermal insulat for exterior walls and roof/ceiling assemblies as indicated in building ana. ! B. References: 1. Owens-Coming Fiberglaas�hermal Insulation for Exterior Walls, publication number 58L -17454 2. Ameanca„ societ? of Testir= and Materials (ASTM). ■ a. E 84 Test Methoccor Surface Burning Characteristics of Building Materials b. E 96 Test Meld for Water Vapor Transmission of Materialt. BY R.K. c. E 136 Test Method for Behlior of Materials in a Vertical Tube Furnace a. 750C. l C. Product Data: Submit Owens- Coming Fi product l and installat instructions for specified insul, on. D. Delivery: 1. Protect insulation from physical djrage and from becoming wet, soiled, or covered with ice or ono;. Comply with manufacturer's recommendations for handing, forage and protection during installation. ! 2. Label insulation packages to inc{de material name, production date and/or product code. ■ l 3. Deliver and store materials undetrovision of Section 01600. E. Manufacturer: n ! n I . OwensCotniag Fiberglass Corperation n F. Flame Spread 25 Insulation: n 1. Type: FRK -faced glass fiber No rmal insulation complying with ASTM C 665, Type III, Class A Ord ASTM E 136. ■ ■ ■ a. Roof /Ceiling Insulation! R -Value 30, when tested in accordance with ASTNSC 518. Thickness 9 -1/2', width 24', length 96'. n b. Exterior Wall Insulatio R -Value 11, when tested in accordance with ASTIWC 518. Thickness 3 -1/2', width 24•, length 96'. n 3. Vapor Retarder Penn RatinRK- facing Penns maximum 0.10, when tested in accordance ASTM E 96. ■ 4. Surface 5uming Charaderislcs: Maximum flame spread: 25, maximum smoke developed: p, when tested in accordance with ASTM E 84. ! 5. Combustion Characteristics: (asses ASTM E 136 test ■ 6. Dimensional Stability: Lineathrinkage less than 0.1%. G. Inspection and Preparation: n s 1. Examine the areas and c under which work of this section will be installed. Verify that adjacent materials are dry and ready to receive insular. Verify mechanical and electrical services within the ceiling p num have been tested. III 2. Provide written report listing conditions detrimental to performance of work in is section. Do not proceed with installation until unsatisfad y conditions have been corrected. H. Installation - General: n ■ 1. Comply with manufacturer! instruction of particular conditions of installation in each case. 2. Between Open Web Barnxoists: Wire up insulation under roof decks by running 16 gluge line wire perpendicular to the insulation every 18 inches! n 3.. Mechanical Fasteners MU Walls: Fasten anchors to wall with adhesive. Followanufacturer's recommendations for surface preparation' end esive pattern. ■ 4. Between Metal Studs: ' n fit insulation between studs after cover material has been stalled on one side of the cavity. Use wire or metal straps to Id insulation in place in applications without a cover materially where the stud depth is larger than the insulation' thickness! When faced insulation is used, the ' attachment flanges maybe taped to the face of the metal stud prior to applying the rior finish. Provide supplementary support to•hold the p in place until finish surface is applied when insulation is ins in heights over 8 feet. • Installation - Vapor Retarders: install insulation with vapor barrier facing budding interior. Maintain ■ ■vapor retarder integrity by tightly abuttingadjacent insulation. Roar punctures or tears in vapor retarder facing by taping. Carefully fit 6 seal vapor barrier at pipes, outlet boxed joints. Follow tape manufactulr's application recommendations. I J. Material Storage and Protect�n: Protect insulation from damage and . from becoming wet before if and after installation. I SECTION 07240 - EXTERIOR INSULATION AND FINISH SYSTEM ■ A. Provide complete system i ding insulation board, reinforcing mesh, mechanical fasteners or gsiive, and finish system for exterior storefront fascia, soffits, and ere indicated on the Drawings. B. Design Requirements: Sytl►m to withstand loads as required by applicable codes with maid allowable deflection of span of L/180; comply with maximum p sulation thickness requirements of code. 1. Design system to low movement of components without buckling, failure of joie seals, undue stress on fasteners or other detrimental effects when subject to seasonal temperature 2. Size: ranges. se PROECT LOCATION PARKWAY SUPERCENTER TUKWILA, WA DRAWN R.K. C. D. E. TITLE AS - IS SPEC 2. Design system to accommodate tderancelof structure. 3. System to be approved by applicable enforcement agencies; where required by agencies, provide in lion and supporting data necessary for approval of non - standard installation details. ■ 4. Mold and Bacteria: Pass ASTM 0201 mold and bacteria no growth ■ 5. Fire Resistance: Provide complete 's tem complying with applicable code requirements for fire res/tance. ■ Samples: Submit minimum 1' x 1' sample for color, and texture of system finish; prepare sample using s tools and techniques intended for actual work. l ■ Project Conditions: Ambient air temperature thall be 40 degrees F or greater during installation and curing. Y System: Dryvit System, Inc. `Outsulation system, complete with insulation, basecoat, reinforcing mesh, and 1 / acrylic finish. II 1. Insulation Board: Expanded PolystyreNe, ASTM D1621 nominal 1lb den /cu/R semi -rigid board, stan • d 2' x 4' as supplied by manufacturer's approved board suppli . ■ 2 Adhesive. Manufacturer's standard acrylic or combined portland cement mix compatible with both Insulation and substrate; sufficient to resist negative pressuresif minimum 180 pet without loss of bond to substrate. n ■ a. Bonding Enhancer: (Dryvit /Prymit) shall be applied according to manufacturer'slspecifications, to all tiled areas, prior to installation of ululation board. Ctfc.ED M.J.M. ■ -or- ■ S b. Skim coat: ( Dryvit Primus/4iesive or Genesis) may be applied in lieu of bonding a ancer to face of tile prior to installation of board. ■ ■ 3. Reinforcing Mesh: Manufacturer) standard balanced alkali treated fiberglass fabric; Standard us minimum 6.1) oz.a/yd, and at ultrahigh impact areas, Panzer sh minimum 20.0 oz.s/yd as recommended by manufacturer. • I ■ a. High Impact Zone: ProvidlDryvit Intermediate min. 12.0 oz.s/yd mesh at locations Altercated on Drawings, followed by second layer of Standar /Plus. 4. Fasteners: Provide types ale recommended by system manufacturer for specified syern and indicated substrate; galvanized. n 5 Base Coat 100% acrylic bondi layer continuously reinforced with fabric; 1/4 maximum tl ness intended for pre - spotted areas only; minimum thickness Wallow for full mesh embedment. ■ 6. Finish Coat: 100% acrylic finit fully bonded and compatible with base coat. ■ ■ a. Texture: Smooth sandbllst finish. ■ b. Color: Dryvit e103 Niral White, SP9- 2649 -S, unless other wise noted on dm ngs. ■ F. Installation: Comply with manufitturer's recommendations and installation instructions. ■■ 1. Cover exposed surfaces osulation board with overlapping fiberglass reinforcing mesh with manufacturer's coatings. 2. Provide drip fleshings at he& of well penetrations; at base of wall, drip may be used in helot the edge wrapping as a starter strip. l 3. Hold coatings back from ikse of wall 1/8' to 1/4• if edge wrapping is used. 4. Completely encapsulate insulation board used for trim. 5. Install continuous manufacfrer's expansion joints at following locations: a. Where expansion jolts ▪ occur in the substrate. b. Where building expulsion joints occur. c. Where system abuts ether materials. d. Where substrate chages. e. Where significant stilctural movement occurs. 6. Finish: Apply finish contirniously in one operation to entire wall surface; maintain wet edgin ■ a. Provide sufficient rower, scaffokding, and equipment ensure continuous peration and uniform appearance. b. Work shall p ward joints and corners. c. Until dry, protect filth from airborne contamination due to dust, soot, pollution, and from weather and other damage. ■ 7. Sealant Allow coating tdfully cure before application of sealants under Section 07900 - J t Sealers. G. Protection: Protect adjacent nanterials from damage during installation; repair damage resulting from irlialation. SECTION 07250 - FIREPROOFING (PATCHING) SCALE NONE CARD FILE NAME A. B. C. D. E 5359 oz5ci Patch existing fireproofing; provide matenals compatible with existing and capable of maintaining existing fire ratings as required by applicable codes. Fire Performance Characteristics: Provide materials listed by UL or independent testing and inspection agency acceptable to applicable authorities with ratings based on ASTM E119 Surface Burning Characteristics: Maximum 25 flame spread and 25 smoke contribution when tested on accordance with ASTM E84. Product Data: Submit manufacturer's fterature and certified test reports on fireproofing charactenstics along with certification fireproofing is compatible with existing materials Materials: Match existing as approved by applicable authorities_ Preparation: C(Aiiply with manufacturer's recommendations for preparation of surface:. tit .cceive fireproofing; remove loose matenals and ensure firm base for application of patching materials. Verify bond requirements and compatibility of surfaces to receive fireproofing before application of sprayed-on fireproofing Provide primers where required to assure bonding. Installation: Mix and apply fireproofing in strict accordance with manufacturer's recommendations to achieve required fire ratings 1 Apply fireproofing in sufficient thickness and gensr'y to ar`.zve required fire ratings. 2 Apply fireproofing over substrate, to required thickness with as many passes or stages necessary to cover with monolithic blanket of uniform density and texture G. Cleaning: Remove excess. droppings and debris; remove fireproofing from materials and surfaces not required to be fireproofed H. Protection: Protect applied fireproofing from damage by subsequent operations. SECTION 07255 - CEMENTITIOUS FIREPROOFING A Provide cementitious sprayed-on type firepriefing as required to attain fire ratings as required by applicable codes ■ ■ B Qualification of Applicator Licensed or f fused by manufacturer of y fireproofing matenals. with minimum five rs successful experience on projects of similar scope ■ ■ C Inspection and Testing: Comply with Iquirernents of applicable authorities; inspect and test to ensure led thickness and density meets fire rating requirements and review test reports. ■ 1 Correct unacceptable work and paylor further testing required to prove acceptability of installation. n 2 Patch test areas as required to re- ew e ah rrls 5iepeai rig imegmy ■ O Fire Performance Characteristics: Prole materials listed by UL or independent testing and inspection agcy acceptable to applicable authorities. ratngs based on tests in a. nce with ASTM Elie 1 Surface Burning Characteristics: laximum 25 flame spread and 25 smoke contribution when tested in accordance with ASTM E84 n E. Product Data. Submit manufacturer's I retire and certified test reports ur indating bond strength (ASTM E72 and specified charactenstres based on ASTM El 19 and E84_ l ■ F. Site Conditions: Do not apply fir when temperature of substrate material and surrounding air below 40 degrees F G. System: W.R. Grace/Monokote MI6, Albi ManufiDuraspray, or Mandoval/Mandolite P -20 I ■ H. Sprayed -On Fireproofing: Mill mixed cementitious formulation for sprayed-on application. ■ ■ 1. Materials: Blended for evenlexture; with no asbestos water clean, free of matenals harmfelto fireproofing 2. Bond Strength: Minimum a venge of 200 pet and individual bond of 150 psf, ASTM E736. ■ ■ 3. Compressive Strength: Malmum deformation of 10% when subjected to compressive formes of 1000 psf, ASTM E761 ■ 4. Air Erosion: Maximum allwable weight loss of fireproofing material shall be 0 005 gm/l. ASTM E859. Preparation: Comply with ma jufacturer's recommendations for preparation of surfaces to receive brayed -on fireproofing. ■ 1. Protect adjacent surface4I and equipment from damage by overspray, fallout, and dust, mask adjacent work as required 2. Close off and seal duct wi in areas where fireproofing is being applied. n ■ 3. Verify bond requirement if compatibility of surfaces to receive fireproofing before appli on of sprayed-on fireproofing. 0\' R IN RICHARD D.R. flwflsG STATE OF WASHINGTON SWEET ND. RECEIVED CITY oFTUKWILA SP-3L 1 6 1998 RMIT CENTER CF SHEETS J Application: Mx and apply fireproofing t strict accordance with manufacturers recommendatons, in suffice/it thickness and density to achieve requited fire ratings. K Cleaning Remove excess and overspil t, droppings and debris; *enhove fireproofing from materials and surfaces not required to be fireproofed L. Protection Protect applied fireproofing Jilin ▪ damage by subsequent operat,ons ■ ■ SECTION 07550 - MODIFIED BITUMINOUS ROOFING: A Provide weathertight modified bituminous oofing system consisting of asphattc glass fiber fell base sheet, fled bitumen smooth sheet and modified bitumen granule surface c:" sheet, complete with base and cant fleshings ■ Remove existing roofing and Hating as required for Project completion ■ B. References. Comply with following stankirds I National Roofing Contractors Asaxiaton The NRCA Roofing p and Waterproofing Manual. Third ■onion 2 Underwriters Laboratories UL 7 Class A rating fire resistance rating aid UL 997 wind resintany ■ a Roof Assembly: Prov roofing system that can be installed to comply - UL requirements for 'Fire Classified' and 'Class 60 - nd uplift ■ (1 j Provide 'Crass 90*vind uptif, where Project area is subject to hurncanior special winds ■ b Provide materials contorting with coda requirements for roof /ceiling 2 -hour fire restive rating for components and matenals indicated in C ract Documents C. Product Data: Provide manufacture; literature for roof system and D. E Quality Assurance CORPORATE ' (7,: n [ , r each type of matenal. ■ Manufacturer Certificates: :nstatter is approved ant materials and components furnished conform to Beatification requirements and are compatible with each other, roof sub e, and related work. to 900 CHERRY AVENUE SAN BRUNO. CAL IFORNIA 94066 (415) 952-4400 ■ ■ ■ ■ ■ 1. Preconstruction Conference' Review Contract Documents. building codes, existing co ons, and material application requirements as soon as po ' e after construction begins. ■ a. Attendance: Contract*, Owners Representative, roofing installer. roofing mfufacturer representative, HVAC installer. deck manufa ter. and related parties. b Coordinate scheduling interfacing of Work, availability of materials. submittal lirquirements, forecast of weather conditions. and proteilon of existing construction. c. Contractor to recorc ciscusalons, including agreements and disagreements *r matters of significance; establish methods for resolutic of disagreements prior to beginning construction. and r to all attendees pnor to pre - installation confe 2. Pre - installation Conference: Convene preconstruction conference one week prio*to roofing work, attended by parties directly affecting roofing wink for final review and coordination of installation. 3. Owner's Roofing Con su Owner may retain roofing consuhant to provide full - tee quality control. notify consultant of meetings and scheduling and provide requested assistance and information. ■ ■ F Project Conditions: Do not ap4 roofing membrane during inclement weather or when air temperature may fall below 40 degro: F, taking into consideration added wind del factor. ■ 1. Do not allow materialsrto be exposed to moisture during ttannportation, storage, h ling or installation. ■ 2. Do not apply roofing to dierd. frozen or unsuitable deck surface. ■ G Contractor's Warranty: Prod ' e r correction of all application failures. Provide annual tuneup/rr ttenance correction with Owner's Representative to repair all melee deficiencies. ■ 1 Contractors Warranty P riod: Five years. 2 Manufacturer's Warrady Period: Fifteen Years. Provide previous to final paymee. ■ 3. ?repairs During W anty: Owner maintains right, in emergencies, and ut invalidation of warranty. to make temporary repairs in r to protect building and contents from damage due to leaks. ■ H System: Ataclic Potypropyiele (APP), two ph. with ASTM #30 base sheet. ■ ■ 1. Materials: Provide *toting system materials by a single manufacturer unload otherwise approved in advance by Architect. n DATE ISSUE 07 -09 -98 ISSUE TO BID & PERMIT Materials; Manufacturer's standard products for s4tsms specified and conforming to requirements of NRCA Roofing Manuel. s 1. Base: ASTM labeled e30 Base. 2. First Ply: Modified bitumen smooth sheet ( plus 85 lbe. per square. ■ 3. Second Ply: Modified bitumen with mineratranudes. a. Color: Provide manufacturer's a t4dard white ceramic granule. ■ ■ 4. Composition Flashing System: er manufacturer's specifications. ■ Tapered Insulation for Crickets and Insulation over Over Steel Deck: per roofing manufacturer's specifications, fire rated. ■ Cant and Edge Strips: Conform with AS!vt 6208: fire rated Manville/Fesco Cant & Edge Strips; fire treated an additional 9 inch 4B strip at intersecting planes. K. ■ L. Mechanical Fasteners (Nailable Decks): As rece nmended by insulation manufacturer and meeting recommendations if NRCA and specified Quality Assurance requirements for fire rfg and wind blowoff resistance. Nord Bitumi BUR - FM 1.60. ■ M. Preparation: Inspect roof dedk to ensure deck i ▪ dean and smooth, free of depressions, waves or projections, and is pa perky sloped to drains, valley, or eaves. ■ 1. Remove existing roofing as necessarylor Project; remove only as much roofing as can be recovered in same day, do not allow roof deck to be exposed to moisture. ; 2. With 10% rain forecast all work must je weather sealed at the end of each day in accordance with manufacturer's recommendations. The weather seen contact area roust be totally removed previous to the apIcation of the new roof assembly. N. Tapered Insulation for Crickets and Cant Sink ▪ Installation: Must be fire rated and installed in accordance with maruifacturer instructions and NRCA recommendations; provide cants at■ntersections of roof and walls. ■ 1. Lay boards with a minimurrdmaxim4 ▪ spacing of 1/8'. Install wood blocking as necessary on non- nuilable decks in compliance with manufacturer's recommendation* ■ Q. Roof Membrane Application: ■ 1. Apply roofing membrane in accordance with good standard practice. manufactu rer's in election s and NRCA recommendations for roof type specified. 2. Apply fefis and modified bitumen dreg smooth, free from air pockets, wrinkles, fishmouths, progsnent lapjoints and tears. Sheets must be totally bonded. ■ ■ 3. Comply with manufacturer's recom endations for installation of composition type base, wall and fail flashings. 4. Coordinate metal fleshings and cou erflashing. All coping cap is to be applied over a modified biturnti enclosure. 5. Coordinate installation of roof drainiand related fleshings. 6. Torch and trowel fleshings andnfanges of items projecting through membrane with modified barmen. ■ 7. Penetrations: Comply wet roofing manufacturer recommendations for preparation jrtd sealing of penetrations to ensure weathertight installation. ■ ■ 8. Decks: ■ ■ a. Nailable Decks: Starting /the drains. install base sheet with 2' side laps and 6' en laps. ■ b. Non-nailable Decks: May ® masticed 10' diameter spots to insulation. 9. Starting at the low point of the ro f, torch apply perpendicular to the base sheet application one p smooth modified bitumen over the entire surface, maintaining si laps of 4' and end laps of 6". 10 Starting at the low point torch arty, parallel to the base sheet, a second ply of Nordpoly 4M stammered from the first layer of 4B application. The second ply nt■rnbrane shall be Nordpoly 4M. All side laps will be a minimum of 4' and end laps a minimum of 6'. 11. Over the entire finished mintee l surface, apply Kamack #97 Fribrated Aluminum coating at rate of 1 to 1-1/2 gallons per 100 square feet. 12. In instances without regret; ▪ or counter flash, use JBD Termination Bar. ■ ■ 13. All pitches greater than 3:12, adplys shall be back nailed. 14. All ply sections shall be starred 9' and 18', with no end laps corresponding to adjacent s s. EY R.K P. Field Quality Control: Apply roofing over clean ry and warm surfaces during fair weather; comply with rer and NRCA recommendations. Fire exfingu:shers must be roof at all times. 1. Protect surrounding surfaces against ds4isge from roofing work. Where hoisting is necessary, hang tarpaulins to protect walls. ■ Q. Cleaning: Remove bituminous msrein f irri finished surfaces, including bitumen run- throughs into building. ■ ■ 1. In areas where finished surfaces are suited by bitumen or other source of soiling caused by roofing w consult manufacturer of finished surfaces for recommended cl ing methods. 2. Retention monies will be held until al:cleaning is completed to the satisfaction of the Owner's Repres4tative. ■ SECTION 07600 - FLASHING AND SHEET METAL III A. Provide galvanized flashing and sheet 4, lead flashing at vent stacks, overflow and roof drains, and concealed sealants used in conjunction with installation of metal flashinglnd sheet metal. ■ 1. Where reglets are to be installed in injunction with other work, provide in adequate time for installati f ■ 2. Where regrets are to be surface plied, provide continuous gasket between regrets and aurface. ■ B. References: Comply with following standard. ■ 1. Sheet Metal and Air Conditiogng Contractors National Association (SMACNA): Architectural Sheet Metal Manual, Third Edition. g 2. National Roofing Contractors Assolation: The NRCA Roofing and Waterproofing Manual, Third eon. ■ C. System Design: Allow movement of mporrents without causing buckling, failure of joint seals, undue ss on fasteners or other detrimental effects, when subject to 1 year seasonal temperature ranges D. Shop Drawings: Clearly indicate die nsioning, layout, general construction details including closures, fl ings, locations and types of sealants, anchorages, and method of an orage. ■ E. Warranty: Provide for correcting falurr of metal flashing system to resist penetration of water and damage Jim wind. 1. Warranty Period: Ten years. 1 ■ F. Fleshings and Sheet Metal: Galvanizeisteel with .2% copper; ASTM A525 minimum 24 gauge with minimum 1.25 oz/tt galvanized coating. 1. Provide heavier gauge metal Ire recommended by SMACNA Manua for size of component; rr l phosphatized where indicated to be painted. I G. Lead Flashing: Four pound (1/16') l ad with 6% to 7% antimony content. ■ ■ H. Accessories: Provide accessories aseequired for a complete system and complying with SMACNA Manual.; 1. Fasteners: Manufacturer's star type, hot dipped galvanized minimum 1.25 oz/ft ■ ■ 2. Concealed Sealant: Butyl type on- staining; non- corrosive; non - shrinking and non - sagging; ul - violet and ozone resistant for exterior concealed applications' ■ 3. Bituminous Paint: Acid and alinli resistant type, black color. ■ 4. Plastic Cement CutbacL asptdlltic type; FS SSC-00153a. Fabrication: Form sections square, 4.re and accurate to size, free from distortion and other defects detrimereal to appearance or performance, in accordance with SMACNA Architen Ural Sheet Metal Manual. I 1. Hem exposed edges on undelide 12'. J. Installation: Install metal flashing it'd sheet metal in accordance with SMACNA Architectural Sheet Metal■ulanual, tight in place, with corners square, surfaces true and straight, td profiles accurate. 1 Lap joints in direction of wat flow. ■ 2. Provide expansion joints totaled within system 3. Use concealed fasteners, cleats, except where specifically approved by Arcntect. ■ 4. Install sealants where rfuired to prevent direct weather penetration. ■ 5. Completed installation shill be free of rattles, noise due to thermal and air movement, grid wind whistles. • 6. Install umbrella flashing draw band collars with sheet metal sealant between penetra member and flashing; use wood blocking at angle type netratons and cover blocking with sealant. ■ SECTION 07900 - JOINT SEALERS ■ pit: Et' : cC hY A. Provide joint seders, indudng caulking, end backing matenal for interior and exterior joints not specified elsewhere. B. Samples: Provide for each exposed joint sealer. C. Certification: Manufacturer's certification joint sealers comply with Contract Documents and are suitable for Project applications. D. Job Conditions: Do not install joint sealers under unfavorable weather conditions; install elastomeric sealants when temperature is in lower third of manufacturer recommended temperature range. E. Warranty: Repair or replace joint sealers which fail to perform as intended, because of leaking, crumbling, hardening. shrinkage, bleeding, sagging, staining or loss of adhesion. 1. Warranty Period: Two years. F. Materials: Select materials for compatibility with joint surfaces and indicated exposures; select modulus of elasticity and hardness recommended by manufacturer for application. 1 General Exterior Sealant Tremco/Dymeric, Mameco/Vulkem 922, or Pecora/Dynatrol If multi-component polyurethane sealant; ASTM C920, Type M, Grade NS, Class 25, non -sag. 2. Traffic Bearing Sealant Tremco/THC -900. MamecolVulkem 245, or Pecora/NR -200 Urexpan mufti-component polyurethane sealant; ASTM C920, Type M, Grade P, Class 25. self- leveling. Interior Wet Area Sealant: GE/Sanitary Sealant Dow/Bathtub Caulk, Tremco /Proglaze, or Pecora/863 mildew - resistant silicone rubber sealant compounded specifically for mildew resistance. • 4 Interior General Sealant: Tremco/Acrylic Latex or Pecora/AC -20 acrylic or modified acrylic sealant, nonstaining and nonbleeding; recommended by manufacturer for general interior exposure Primers/Sealers: Non - staining types recommended by joint sealer manufacturer for joint surfaces to be primed or sealed_ Joint Cleaners: Noncorrosive types recommended by joint sealer manufacturer; compatible with joint forming maIerids. 7. Bond Breaker Tape: Polyethylene tape as recommended by joint sealer manufacturer where bond to substrate or joint filler must be avoided for proper performance of joint sealer. Sealant Backer Rod: Compressible polyethylene foam rod or other flexible, permanent, durable nonabsorptive material as recommended by joint sealer manufacturer for compatibility with joint sealer. a. Oversize backer rod minimum 30% to 50% of joint opening. Colors: Provide colors indicated or as selected by Architect from manufacturer's standard colors. G. Preparation: Clean joint surfaces immediately before installation of joint sealer. Remove dirt, insecure materials, moisture and other substances which could interfere with bond of joint sealer Prepare joint surfaces as recommended by joint sealer manufacturer. H. Installation: Comply with manufacturer's peered instructions except where more stringent requirements are shown or specified; comply with ASTM C962 for installation of elastomeric joint sealants. SECTION 08100 - METAL FRAMES B. References: PARKWAY SUPERCENTER TUKWILA, WA � I.LE AS -IS SPEC ICAHUNS j;, ALE NONE IAIAWN R.K. CHECKE Set sealant backer rods at proper depth or position in joint to coordinate with other work, including installation of bond breakers and sealant; do not leave voids or gaps between ends of backer rods. Install bond breaker tape where required by manufacturer's recommendations to ensure joint sealers will perform properly Ensure joint sealers are deposited in uniform, continuous ribbons without gaps or air pockets, with complete 'wetting' of bond surfaces equally on opposite sides. 4 Joint Configuration: Fill joint to a slightly concave surface. slightly below adjoining surfaces, as defined by ASTM C962 Curing: Cure joint sealers in compliance with manufacturer's instructions and recommendations to obtain high early bond strength, internal cohesive strength and surface durability Maintain finished joints free of embedded matter, ridges and sags_ Spillage: Do not allow sealants or compounds to overflow or spill onto adjoining surfaces, or to migrate into voids of adjoining surfaces. Clean adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage. DIVISION EIGHT - DOORS AND WINDOWS A. Provide flush hollow metal doors and pressed steel frames. including anchors and silencers. M.J.M. ',TOPE NO AJL OlE Nell 5359 125q C. D. E. 1. National Association of Architectural Metal Manufacturers ( NAAMM): Hollow Metal Manual. 2. Steel Door Institute (SDI): SDI -100 Standard Steel Doors and Frz_mes C. Product Data: Submit manufacturers' literature. D. Doors and Frames: Curries, Amweld, or Coco; factory prime painted 1. Doors: Hollow metal full flush type, 1 -3/4' thick, with unfilled edge seams, close top with flush end closer treatment. steel stiffened core, minimum 16 gage SDI Grade ll Heavy Duty, Model 1. 2. Frames. Minimum 16 gauge steel frames in conformance with SDI -100 and NAAMM Hollow Metal Manual. Knockdown Type: Knockdown (field - assembled) type, provide security anchor where doors are more than 3' -0' by 7-0" Welded Type: Welded (preassembled) type: weld floor jamb anchors in place. 3 Provide fire rated units where >pplicabte, in accordance with Underwriters Laboratories Inc. (UL) standards Refer to Drawings for rag requirements 4. Door Silencers: Resilient type; removable for replacement. E. Fabrication: Accurately Len and mitered comers; prepare doors and frames to receive hardware - 1 Provide jamb anchors in acY:ordance with referenced standards 2. Knockdown Frames: Maintain hairline alignment at interlocking joints of knockdown frames. 3. Welded Frames: Weld on inside and grind to smooth. uniform finish. F. Installation: Install doors and frames in accordance with SDI -100, 105, and NAAMM, plumb and square, maximum diagonal distortion of 1/16' SECTION 08210 - WOOD DOORS Ensure frame anchors are securely and rigidly attached to adjacent construction A. Provide wood doors; coordinate with hardware and frames. B. Standards: Conform to American Woodwork Institute (AWI) or Woodwork Institute of California (WIC) quality standards and National Wood Window and Door Association (NWWDA) Standard IS-1 Manufacturer: Eggers, Weyerhaeuser. or Algoma. Hollow Core Doors: Flush type, 1 -3/4' thick. AWI Premium Grade Standard Hollow Core (SHC), 7 ply, mesh or cellular core construction, WIC Custom - Premium 1. Face Veneer: Birth -PG species or MDF for paint grade finish_ Solid Core Doors (Fire Rated Assemblies and as Noted) Flush type. 1- 3!4' thick, particle board core, 5 -ply for press laminated construction with stiles and rails bonded to core Doors shall be AWI Custom Grade or WIC Custom- Premium Grade. Face Veneer Birch -PG species or MDF for paint grade finish Face Veneer Maple 1/8" sawn veneer - factory finish Core: Permitted only for fire ratings over 20 minute Fire Rated Doors: Solid core doors, in addition to AWI. WIC and NWWDA, construct in accordance with requirements of Underwmers Laboratones Inc (UL) Wamock Hersey listings Place labels where visible when doors and frames are installed, opened position 2 Refer to Drawings for fire rating requirements G. Fitting Room Doors: Dimensions as indicated on plans, 1 -12' thick sold -core particle board, factory finish. H. Fabrication: Provide solid wood blocking for door hardware. including door closers; through -bolts not permitted mount hardware on door Remove handling marks and effects of exposure to r orsture with thorough. final sanding over exposed surfaces using 150 grit or finer sandpaper; brush clean 2 Prime or seal wood doors on sides and edges immediately upon delivery to project site, where items are furnished pre- pnmed, touch up abrasions. Installation Hang doors snug against stops, free of hinge bind Clearance: For non fire-rated doors provide clearances of 1/8' at jambs and heads, 1/8' at meeting stiles for pairs of doors, and 1/4' from bottom of door to top of floor finish, unless otherwise indicated on drawir es. RICHARD D.R. C - 4 STATE OF WASHINGTON SHEET NO SP -4 RECEIVED CITY or r UKWILA JUtH 1998 PERMR CENTER CORPORATE .,,r i+ i 1 I, 71 j jiT I 1 Finish I/I 900 CHERRY AVENUE SAN BRUNO. CAL FORNIA 94066 (415) 952 - 4400 a When threshold is shown or scheduled, provide 1!8" clearance from bottom of door to top of threshold 2 Properly fit hardware prior to painting and then remove and complete pafriting before final installation of hardware 3 No extra cast wit be allowed because of changes or corrections necessary to facilitate installation of hardware Contractor shall be responsible for fabrication of work to receive hardware SECTION 0ee340 - OVERHEAD COILING GRILLE ■ A Provide complete, operational overhead coiling grilles ■ B Shop Drawings Submit complete sop drawings, provide templates as required for proper fabrication of adjacent construction C. Manufacturer The Cookson Compat (415/873- 5815)- Overhead Door Corporation (81X3- 935 - 4745), or aafic Rolling Door Company (510/278- 3211) ■ O Gn.Ile Straight pattern (MM) in alm inum, with horizontal rods and vertical links clear space between ods not to exceed 1.5!8', space between links riot to exceed 9". a ■ End link: to lock into guidesavhen excessive force is applied to curtain. 2 de bottom of curtain � Provide itt1 reinforced extruded aluminum tube. bottom member to hour locking device. a E - Manually Operated Grilles: Mar at push -up. pull -down operation me i ;ong maximum 5 lbs pressure operate ■ F Motor Operated Grilles: Bet artcchain reduction type. consisting of high torque motor and solenoid br e. self - locking gearing, geared limit switch ■ Motor Mounting Vertical kilt hood and between jambs. 2 Power 120 volt, single tase mcior operators. wire, wiring, motor interlocking switch /Sand disconnect switches provided under electrical work U • 3 Emergency Operation: :Emergency chain operator with disconnect and electrical /Safety interlock. flush affecting chain operation or limit switch seeing. ■ a Emergency Openil Device Designed to allow grille to be opened in an r/Srergency during a power failure with recessed pull hand■ located on interior away from grille ■ (1) Activation oQtandie to disengage motor drive and automaticall1open grille part way ■ (2) Returning !andle to normal position shall automatical reset motor drive without further adiustment.a ■ (3) Locate t minimum 36". maximum 48" above finished G Counterbalance Assembly. Coa st of tempered helical torsion springs with a 25% safety factor, moo on shaped cast anchors . supported by a continuous solid torsion ■ ■ Mechanism: Permanen lubricated and enclosed within steel pipe shaft, deflection of Taft maximum 03" per lineal foot 2 Song Tension Adjus{ig Wheel Readily accessible from outside bracket plate a ■ H Brackets Minimum t/4" thii steel plate to contain sealed self - aligning ball bearings for susp soon of the counterbalance assembly ■ Mount brackets to ttructural tube support to form a self - supporting membe Gems High grade iron. cast rpm machine -cut patterns ■ J Guides Extruded alusi,:num ith retainers for end links, fit with rigid vinyl inserts ip eliminate metal -to -metal contact ■ K - Locks Best 7 -pin cylinder tcks at each jamb on bottom bar, and ooerabSs on the inside a Provide third midpoint■1ck at grilles 30 feet long and longer ■ 2 Include electrical inte rcks cut -out switches, on motor - operated grilles- ■ ■ ■ I Curtain Mill finishedoluminum ■ 2 Grille Guides, Curt4 Bottom Railing arid Closure Plates Mill finished anodized aliijninum 3 Steel Stefaoes She prime paint a M Installation Comply with manufacturer's instructions and Architect reviewed shop drawings. a SECTION 01450 - ALL - GLASS ENTRANCES AND STOREFRONTS DATE , SSiE 07 -09 -98 ISSUE TO BID & PERMIT Provide complete all -glass entrance and stainless steel clad storefront system including glass and glazing, framed and butt type t Coordinate entrance and storefront work with signage requirements. B. References. Conform with applicable codes and following 1 . American Architectural Manufacturers Association (AAMA): Aluminum Store Front Manual 2 National Association of Architectural Metal Manufacturers ( NAAMM). Metal Finishes Manual. 3. Federal Standard 16 CFR 1201: Safety Standards for Architectural Glazing Materials for Consumer Product Safety Commission. 4 Flat Glass Marketing Association (FGMA) Glazing Manual C. Design Criteria Design component parts and assemblies so complete system complies with applicable code requirements for loads. specified standards and Contract Documents- 1. Provide complete systems with joints, gaps and penetrations sealed and weathertight. 2 Strength: Design system to withstand live loadings and wind loadings as required by governing codes and regulations; limit deflection to 0180 under fully loaded condition. 3. Water Penetration: No uncontrolled water penetration when tested in accordance with ASTM E331, with no water on exposed interior components a. Test for minimum static pressure differential of t 0% of inward wind load, with minimum 6 24 psf load. 4 Air Leakage: Maximum 006 cfm /ff ASTM E283, at differential pressure of 1 57 psi; excluding entrance doors 5 Thermal Movements: Design for ambient temperature range of 100 degrees F and material temperature range of 160 degrees F without objectionable distortion or stresses in fastenings or joinery a. Provide for noiseless movement of component parts and materials without buckling, opening at joints, glass breakage, or other detrimental effects. D. Shop Drawings: Large scale drawings indicating methods of construction, location and spacing of anchorage, joinery, finishes, size, shape, framing material thickness, glazing and relationship to adjoining work E Certification: Submit certification by a licensed s••uctural engineer registered in Project state indicating compliance with applicable codes and Contract Documents Upon request of applicable authorities. provide signed engineering calculations. F Project Conditions: When in -place construction is found not in proper condition for receiving work next to be applied. notify Contractor Do not proceed with work until adverse conditions are corrected; start of work signifies acceptance of supporting construction and adjacent conditions. G. Warranty: Submit copies of written warranty. Signed by manufacturer and subcontractor, agreeing to replace system components which fail in materials or workmanship Failure includes excessive leakage, excessive deflections, deterioration of finish or metal in excess of normal weathering, and defects in accessories, weatherstripping, and other components 2 Warranty Period Two years H. Entrance and Storefront System' All -glass entrance and storefront system, Kawneer Company (404/449- 5555), Virginia Glass (800/368 - 3011), Armour Glass (213/723 - 08511, Blumcraft (412/681- 2400), Tempgtas (800/666- 8367), or United States Aluminum (708/458- 9070). All -Glass Entrances and Storefronts Exterior exposed systems are based on Kawneer /Brice Vue. Interior mall type systems are based on Virginia Glass. Provide fin walls where required to meet loading requirements 2 Glass Float quality, q3 (glazing select) clear tempered glass, conforming to ASTM C1048, Kind FT and ANSI Z97, use honzontal tempering process Doors All -glass type, factory polished at exposed edges (1) Exterior Systems: Minimum 3/4" thick (2) Interior Systems Minimum 1 /2" thick b. Butt Glazed Panels: Minimum t /2" thick (interior), 3/4" thick (exterior); factory chamfered and polished at exposed edges, including edges at butt jants By R.K. c. Transom Glass: Minimum 1/4' thick glass far glazing into frames, minimum 1/2" where unframed (unless otherwise noted on drawings). d. Cut prior to tempering, to tolerances necessary to provide even joints (size as shown) within plus or minus 1/16" 3 Entry Rails: Continuous bottom rail as shown: with NAAMM "Metal Finishes Manual" No. 8 mirror polished stainless steel finish or US 32 polished stainless steel finish 4 Metal Frames: Extruded aluminum as shown on Drawings, sized and braced as required to support glass. 5 Glazing Sealant: Structural silicone type designed for glazing, manufactured by Dow or GE; color as selected SECTION 08700 - HARDWARE a. Cladding at Exterior Systems: Clad metal frames with ASTM A167, Type 302/304 stainless steel sheet with finish to match entry rails (US 32 polished finish). (1) Minimum 24 gauge (0.0251 cladding; form cladding with edges concealed in finished construction under glazing stops and at silicone butt joints. a. Provide sealant at floor, ceiling and intersecting walls at vertical joints; refer to Drawings for additional sealant requirements at butt joints_ 6. Setting and Spacing Blocks: Standard resilient types as required 7 Hardware: Provide under Section 08700 - Hardware, Hardware Group 1 8. Anchorages and Fastenings. Manufacturer's standard, concealed except as otherwise required. finish heads of exposed fasteners to match adjacent metal surfaces Fabrication Locate and provide holes and cutouts to receive hardware before tempering glass. Fabricate doors and storefronts to accommodate required hardware and accessory items. 1 Install hardware at the fabrication plant. Remove only as required for final finishing operations, and for delivery and installation of the work at the project site Installation: Install glass as detailed and in accordance with FGMA standards for indicated frame system, glass shall not touch metal. Apply sealant to uniform and level line, slightly concave, free of air pockets, embedded matter, ridges and sags; tool sealant surface for smooth appearance. 2 Remove and replace glass which is broken, chipped, cracked abraded, stained or damaged during construction period. including natural causes, accidents and vandalism. Set door plumb, level and tree to line, without warp or rack. Anchor securely in place. Provide minimal clearance from top of glass doors to soffit. 4: Separate aluminum and other corrodible metal surfaces from sources of corrosion or electrolytic action. 5. When general contractor removes storefront barricade, fully clean all glass/rail surfaces inside and out. Install temporary full height paper covering on inside face of glass (Verify with mall management type and color of acceptable paper.) A. Provide complete, code conforming finish hardware installation as required for fully operational facilities, including work required for proper completion of Project, though not definitely specified herein. B Templates: Furnish templates or physical hardware items to door and frame manufacturers as required to ensure proper preparation for hardware. C Hardware: Securely anchor with appropriate fastening devices, finish exposed fasteners to match hardware. Keying: a. Provide one set of construction cores and two construction control keys. b Key fitting room doors alike and provide two keys Door Closers (Except Safety Glass Entry Doors): Door mounted; provide tools for door closer adjustment and operating instructions to store manager at conclusion of job Adjust door closers prior to acceptance. Maximum effort to operate doors shall not exceed 5 lbs. for interior doors, 8.5 lbs for exterior doors, and 15 lbs. for fire doors. Sex bolts and grommet nuts shall not be permitted, coordinate templates and reinforcing with door and frame manufacturers Landlord may choose to use Gap's hardware supplier contact Dan Rodham, E. M. Hundley Hardware Company, 6t7 Bryant Street, San Francisco, CA 94107 (415/777. 5050). • PRti ECT LOCATION D Installation Install hardware in accordance with manufacturer instructions and recommendations - 2 Mounting positions subject to approval by Architect 3 Fit hardware prior to painting. then remove for painting of doors and frames before final installation of hardware E. Hardware Groups (as noted on Door Schedule, Sheet A-0 1): GROUP A Fremed Entry Doors (Street/Strio am transom or soffit condition at door head wfth otfhead closed: each Lockset Straight throw rotijd bolt type by door manufacturer with Best 7 -pin manse cylinder #1 E7C4 and three spare different axes ■rovide two control keys Lock on one leaf only. other fiat wan thumb turn inside blank cylinder outside ■ set Door Pulls: Landlord's shop{Mig center design standard to match storefront mullion system. US26D each Overhead Door Stop: By giaing contractor. US26D each Concealed Dust Proof Flooraitrike by door manufacturer. US26D finish (locate at threfcold) each Kick Down Door Stop: Biwin 4105 US26D (mount on door rail) each Threshold: Pemko 19326 x 195A, np to 4" wide x 72" long. for Donna floor pivot" ■ set Overhead Concealed C�ser Dorma RTS 88 with t05 degree hold open. corn to with closer coverplate US26D finish, top arm and floor)#ivot set I set 1 -34" x height rndicat on drawings top rail by door manufacturer to acct Dorma closer inserts and attachments, US26D. ■ ■ GROUP C Sales Area Rear Exit Door each Door Floor Stop inns 441 -P,A28 Satin Aluminum each Closer Sargent 1230 -UO EN (Aluminum) each Armor Plate 36' H x 38" W 20 gauge galvanized sheet metal -630 (by Tenant's contractor) each Seal Pemko S88D17 as required by code GROUP D Rear Service Door ('H door Is existing. change or add the following hardwarel: PARKWAY SUPERCENTER TUKWILA, WA TITLE AS-IS Wows R.K SPECIE CAT IONS Heights of items shall conform with applicable codes: install items not shown on Drawings in accordance with recommendations of Builders Hardware Manufacturers Association set 1 -34' x 10" high bourn rail by door manufacturer to accept Dorma closer t its and attachments. US26D GROUP 8.1 Fitting Room Door (includes L.A County. CA): each Lockset- Yale AU5405 -626. 2 -314" backset pair Butt Hinges McKinney 4 x 4 RCT 27t4 AP or Hager 4 x 4 RC 1279 LS or Stanley 4 x 4 RC 1279 LS each Wall Mounted Door Stop Baldwin 4276 -626. dull chrome finish GROUP 8.2 Pre Fabricated Fitting Room Door: each Lockset: Yale AU5405 -626 w.' spacer (PIN 14 -5401- 6144 - Black) each Butt Hinges McKinney 4 x 4 RCT 2714 AP or Hager 4X4 RC 1279 LS or Stanley 4 x 4 RC 1279 LS 626 each Wall Mounted Door Stop Baldwin 4276-626 dull chrome finish each Latchset Yale Passage Set AU5401 -626. 2 -3r4" backset 1 -1/2 pail Butt Hinges. McKinney 4 -1/2 x 4 -12 TA 2714 626 or Hager 4 -1/2 x 4 -t/2 BB 1279 626 or Stanley 4 -t /2 x 4 -12 FBB 179 626 each Alarm Lock': Alarm Lock 700 x 707MS with 7 -pin rim cylinder by Best In case of in swing doors, use Alarm Lock PG21 Lockset by Best with 7 -pin mortise cylinder (1E74-626) each Door Stop' Ives 441 -PA28 Satin Aluminum each Viewer': Ives U- 700B26D, mounted at +5 -0" 1 -1/2 pair Butt Hinges: McKinney 4-1/2 x 4 -t /2 TA 2714 626 NRP or Hager 4 -1/2 x 4 BB 1279 626 NRP or Stanley 4 -12 x 4 -1 /2 FBB 179 626 NRP. each Threshold'. Pemko 270A SCALE NONE CHECKED M.J.M. 5359 CA00 rr; NAn• and tf doer is at an "..re ape leemiun provide each Door Shoe. Pemko 345AV each Seal' Pemko S88D17 each Closer Sargent t230 -UO EN (Aluminum; each Lock Protector Glynn - Johnson LP2 US 2C GROUP E Manager's Office or Electrical Closet, Lockable Utility Closet: each Lockset Yale AU5405 -626. 2 -314 backset with Best core each Closer Sargent 1230 -UJO EN (Aluminum) 1.1/2 pair Butt Hinges at t -3/4" Solid Core Door McKinney 4 -12 x 4-1:2 TA 2714 626 or Hager4 -12 x4 -t2 BB 1279626or Stanley 4 -1:2 x :- nit IBS 1 19 626 each Door Stop Ives 441 -PA28 Satin Aluminum each Door Silencers Glynn- Johnson #GJ64 each Viewer Entryscope 1005 -2 Dull Chrome Finish. mounted at x5'-0 - GROUP F Toilet Room Door (Accessible to Public Areas): each Lockset Yale B- AU5405 -626 2 -3:4 backset (with Best core) each Falcon Indicator Deadbolt Lock D871K -626 with 9158 -2 indicator at single occupancy toilet rooms only) 1 -12 pair Butt Hinges at 1 -3'4' Solid Coca Door McKinney 4-1'2 x 4 2 TA 2714 626 or Hager 4 -12 x 4 -12 BB 12 626 or Stanley 4 -1 2 x 4 -1.2 EBB 179 626 each Door Stop Ives 441 -PA28 Satin Aluminum each Closer Sargent 1230 -U0 EN (Aluminum) each Armor Plate 32 x 32" 20 gauge galvanizer.. sheet metal -630 GROUP G Sales Area to Stockroom, Sales Area to Toilet Corridor, Exit Corridor to Stockroom Door: Such Lalchset Alarm Lock - Trilogy DL2500LEIC with Best core US26D Satin chror^e finish. 1 -1'2 pair Butt Hinges McKinney 4 -1'2 z 4 -1'2 TA 2714 626 or Hager 4 - 2 x 4 -2 BB 1279 626 or Staniey 4 -12 x 4 -1 2 FBB 1 79 626 each Closer Sargent 1 230 -UO EN (Aluminum) each Armor Plate 5" H x 38" W 20 gauge galvanized sheet metal -630 (by Tenant's contractor) each Seal Pemko S88D17 as required by code GROUP H Fitting Room Area to Stockroom: each Alarm Lock' Alarm Lock 700 x 707MS with 7 -pin rim cylinder by Best In case of in swing doors. use Alarm Lock PG20 Lockset by Best with 7 -pin mortise cylinder 93K 7D 156 -S3 -626 each Door Stop' Ives 441 -PA28 Satin Aluminum 1 -12 pair Butt Hinges McKinney 4 -12 x 4 -1'2 TA 2714 626 NRP or Hager 4. i 2 x 4 -' ? BB 1279 626 NRP or Stanley 4,1 .2 4 -1'2 FBB 179 626 NRP each Closer' Sargent 1230 -00 EN (Aluminum) GROUP I Blind Door at Displ#tr Window: 1 each Surface andimb boll Baldwin #0324 tat back of door) each Door pull fledwm #4676 (at back of door) I 1 1:2 each Bun hing4 at solid core doors with metal door frames Hager 4 -1r x 6" WT BB 12: US260 or McKinney 4 : 2 - x 6' TA 1198 US26D I SECTION 08810 - FRAMELESS MIRRORS A Provide frameless mirrors including metal support B Field Measurements Measure mirrors applied at sales area and fitting room corridor walls to assure a tight fit on inside and an even ht at outside corner from top to base line C Delivery Storage and Handling Deliver and store matenals in protected area protect from damage replace broken and damaged glass REGISTERED ARCHITECT RICHARD D.R. 'NO STATE OF WASHINGTON o 0 of 8 HEE? NO re SP -5 PERMIT CENTER CORPORATE L. Mirrvie ATM (-tow, Typo I, ,lass n, quality qr nr iIn ui quality, clear, Libby-Owens-Ford Glass Company or Pittsburg Plate Glass Company, 114' thick. float glass. Provide mirrors recommended for high humidity use; with full silver coating, copper and organic protective coating; with exposed edges ground smooth, chamfered and polished. E Adhesive: 'Mirror Mastic' by Palmer Products, 'Super Gum-Grip" by Somer and Mac Industries, Inc., or as recommended by mirror manufacturer for specific lob conditions and mounting surface. 1 Attachment As indicated on Drawings. 2. Fasteners. Concealed, of type suitable for required use G Fabrication: Flat polish exposed edges; seam interior edges, bottom and top SECTION 08870 GLAZING FILM A. Provide glazing film at inside face of glass where indicated on drawings; 3M #SH2MA - Scoth Shield or Medico #MT- 200 -x 2mm, or equal. DIVISION NINE - FINISHES SECTION 09260 GYPSUM BOARD SYSTEMS A Provide metal framing, including framing for plaster worts where applicable, metal suspension system, and application and finishing of gypsum wallboard as indicated on Drawings. B References. Comply with following references. C Product Handling: Deliver materials in original unopened containers or bundles and store in a place protected from damage and exposure. D Project Conditions Comply with referenced application standards and recommendations of gypsum board manufacturer, for environmental conditions before. during and after application of gypsum board. E Acceptable Manufacture, United State Gypsum (800/621- 9624), or Pabco Fiberboard Paper Products Company (800/231 - 1024). F. Framing Materials: Provide fpttowieg receipt where otherwise indicated. / 900 CHERRY AVENUE 2 t SAN BRUNO. CALIFORNIA 94066 (415) 952 -4400 f 2 Provide sizes as indicated on Drawings. Supports: Continuous stainless steel channels for top and bottom only; ASTM A167, Type 302/304, minimum 22 gage, No 8 mirror polished finish or US 32 polished stainless steel finish. InseetWia n: Install where shown on Drawings using mirror adhesive in accordance with manufacturer's recommendations with a continuous molding at bottom only to support mirror except as follows 1. Mirrors at Fitting Rooms: Continuous melding at top and bottom sealed with white Dow #795 Silicone Sealant at all perimeters. ASTM C754. Installation of Steel Framing Members to Receive Screw- attached Gypsum Wallboard, Backing Board, or Water Resistant Backing Board. ASTM C840 Application and Finishing of Gypsum Board. Gypsum Association (GA), GA -216: Recommended Specifications for the Application and Finishing of Gypsum Board. Gypsum Association (GA), GA-600: Fire Resistance Design Manual. 5. Underwriters Laboratory: Fire Resistance Directory. Do not cernerence Work until windows are glazed and exterior doors are installed, unless openings are otherwise protected. Maintain temperatures of not less than 55 degree F for minimum 48 hours pnor to, during and following application of gypsum board and joint treatment materials or bonding of adhesives. Ventilation: Ventilate building spaces as required to remove water in excess of that required for drying of joint treatment material immediately after its application. Avoid drafts during dry, hot weather to prevent rapid drying. Suds: ASTM C645, 3-5/8' screw -type, punched Cee-shaped roll- formed electro-galvanized steel sheet, 20 gauge U.O.N., or unless heavier is recommended by manufacturer for spans and loads anticipated. Studs openings minimum 2'-0' o.n. and 1'-0• from end capable of passing a 2 -1/2' diameter pipe and interlocking a 1 -12' reinforcing channel. Storefront with Stone Tile: Provide minimum 20 gauge studs. 2. Runners: Matci: ; rg 6wds. 3. Furring Channels: Screw -type, hat - shaped, 2 -3/4' x 7/8' deep with 12• wide flanges, 25 gauge electro-galvanized steel sheet, roll - formed, USG Furring Channel with special dips. p,:TF ISSUE 07 -09 -98 ISSUE TO BID & PERMIT 1. Gypsum Board: ASTM C36, Type X, UL rated; maximum permissible lengths; ends square art, tapered edges, 5/8' thickness; use foil backed at furring against exterior walls. 2. Moisture Resistant Gypsum Board: AST /A C630, Type X, UL rated; rnaoimum permissible lengths; ends square art, tapered edges, 5/8' thick; provide as base for thin set wall file at toilet room only. For storefront tile backing material, see Sector 09300 - Tile, E. 2(b) (Glascrete, Wonderboard, or USG Durock glass mesh mortar units). 4. Carrying Channels: Per ASTM C754, hot or cold rolled, rust inhibitive painted, 1 -1/2', minimum weight 0.475/1/f. 5. Wire Galvanized annealed steel; minimum 9 gauge for hangers, 16 gauge for ties. G. Gypsum Wallboard: H. Gypsum Wallboard Accessories: Corner Beads: USG No. 101 'Durabead'; provide at outside comers. 2. Edge Trim: USG #200 -A metal; provide where gypsum board terminates, butts dissimilar materials, and as indicated on Drawings. 3. Reinforcing Tape, Joint Compound, Adhesive, Water, Fasteners: GA 216. 4. Metal Access Doors: Karp (800/888 -4212) Model RDW typical, Model KATR at fire rated gypsum board ceilings; 24' by 24'; install flush with finish gypsum board. 5. Fasteners: USG drywall screw; 1-1/2' type W, and 1• Type S. 6. Safing Insulation: USG Thermafiber Safing Insulation, density 4 PCF, UL Listed. Metal Framing Erection: Erect metal framing in accordance with ASTM C754, referenced standards, and manufacturer's recommendations. Provide spacing at 16 on center unless otherwise shown; apace studs at surface mounted standard locations at 24' to match locations of standards. a. Do not exceed maximum unbraced height recommended by manufacturer. 2. Install members true to lines and levels to provide surface flatness with maximum variation of 1/8' in 10' -0' (L/960) in any direction. 3. Floor Runners: Secure with 114' diameter expansion bolts; powder driven fasteners a, least 1' long may be used, where permitted by code. a. Space fasteners 4• from ends of each piece; maximum 24• on centers interrnedately; minimum of 2 fasteners per piece of runner. 4. Coordinate installation of bucks, anchors, blocking, electrical and mechanical work which is to be placed in or behind partition framing; allow installation after framing is complete. 5. Laterally brace soffits and partitions to resist lateral loads as required by applicable codes. J. Wall Furring: Provide adjustable wall furring brackets, with serried edges up, and attached to concrete walls not over 36' on center horizontally and not over 6' from floor and cedings. 1. Fasten furring with 5/8' concrete stub nails or power driven nails through top hole of bracket. 2. Lay 3/4• cold rolled channels horizontally on furring brackets with legs down, plumb from floor to ceiling and wire-tie to bracket with a double strand of 16 gauge galvanized tie wire. 3. Erect furring channel. vertically and wire tie with a double 7/8' channel. 4. Space furring channels maximum 24 on center. 5. Provide metal shims as necessary for leveling K. Ceiling Framing Instal atom: Coordinate location of hangers with ratter work; install ceiling framing independent of above work. 1. Space main carrying kennels maximum Of on center, unions otherwise indicated, and not more than 8' from perimeter wets. 2. Lap splices minimum 12' and sere together 2' from each end of splice. Place furring channels perpendicular to carrying channels as 24° on center maximum 2' from perimeter walls; lap epicee ninnnan 8' Where furring chants clips am used for attaching tuning channels to 1 - /2• main carrying channels, comply with following procedures. Install furring channel dips on alternate sires of 1 -112 carrying channels. EY R.K. b. Wire-tie hefting channel to 1-1/2' carrying channel with double. strand, 16 gage, galvanized steel wire in areas where dips cannot be alternated, including light troffers, diffusers, openings, and intersecting walls. 5. Suspension members for entrance soffit shall be capable of supporting a catwalk, where access to furred space is required for rasing grille, signage, or HVAC equipment. 6. Reinforce openings in suspension systems which interrupt main carrying channels or furring channels. with lateral channel bracing; extend bracing minimum 24' pest each end of openings. 7. Laterally brace entire suspension system where required by applicable building codes and ordinances and as indicated on Drawings. L. Gypsum Board Installation: Install and finish gypsum board in accordance with recommendations of ASTM 0840, GA 216, and manufacturer's recommendations. 1. In case of conflicting recornrrrendetions, comply with most stringent. 2. Maximum acceptable gap at floor shall be 1/2'. 3. Fire-rated construction shall conform to requirements to UL and governing codes. Seal spaces between wallboard and penetrations and at perimeter with fire soling and approved sealant. zit ICON SS - TILE Tape, fill; and sand exposed joints, edges. corers, and openings to produce surface ready to receive finishes. Feather coats onto adjoining surfaces so camber is maximum 1/37. a. Do not scuff paper surface of wallboard when eroding joints. b. Joints of gypsum wallboard above finished ravings shalt be finished only as required for sound or fare ratings. c. Three coat finishing and sanding is required for surface. itderaed to be painted. 5. Take particular care to merman straight 'figment for lag nns, low height partitions, arced for sedan of pianos. 6. Fleshed wadi surfaces shat be straight and plumb and smooth, sundae for graphics. a. No lerduring Wit be atoned b. Resurface and repair /matte that in opera= of The Gap's Repoeseneti a ace not suitable for pefrt or graphics A. Provide tie, including sa nde= and Mono. or Omani curbs, Awn entry, stairs; and foist room toots as i Boated on Dressings. B. References: Conform wilt Tie Council of Mrrica (TCA) - Hahiook ton Ceramic Tie Inidelsion. inetadeg AN51 strrdmds referenced in Holdback C. Senoles: Preside for each type d tie indicting odor, pat em. and J9- D. Site . Condtions: Provide militieet Mat and remora/ in areas where none lis work is being perlan eel so as o slow fife to properly set 1. Take pecaulinsry mstweas to ensue eaowaiee temperalu e dangle do not occur Malarial Cartoon with Tae Canal of Amhwic. (TCA) - Hrrioek fix Ceramic Tie. indorsing ANSI sdan>tirds refewrced in Handbook Tie; a_ Std Ties: ANSI A137.1 Sanded Grade ties as nimbi on adradulss and as ash;tGad by kohl/4 nook floor Sea. b. Stns Riede scan as i bued an shadiest and as aim= by Aides* naafis loon Mss, sorehord bee. ties. Sid and Sniepended 0adiug Ilaesciele: a. Easier and Sbnbals Wei Seines: Pion*, Gerais (fi0dd73-7065) Mkadabosed on USG p00111121-0fl24) Week. 771e trier[ gees Nosh weer unit behind genii orlaasetanetflsapp aflrons.. b. Beene said spetit0 tail autpemen sl ebe n nose TCA req iemerasate iwii.rtto easyweighsof Mohr Bed Planed arra wetter bed ca lean b ANSI A1011.1 and 'MA woeeerretdefam, inducing separator shot and =riming mak 4. Bad Cat Demi baud ant eonating d is arkam telbus not r cot itsm'sg to Nib A1111.4; laicise 4237 addflee. 5. beng al Willassaallar talent l 2I3 -41S 02313 or Beasts (110017BOST1IQ Myd ageeni lbw find a sue riving vroKr kaa :Or PARKWAY SUPERCENTER TUKWILA, WA '=r'r AS -G SPECFCATE 6 is s to R.K. designed specification for application under tile, extend 6• up well as indicated on Drawings. 6. Grout Conform with ANSI A118.6. a. Interior Horizontal and Vertical Locations: Latex Portland Cement Grout with add mixture conforming to ANSI A118.6. See Finish Schedule for manufacturer and color. b. Exterior Storefront Fascia and Soffit: Silicone rubber elastomenc grout conforming to ANSI A118.6, mildew resistant, Shore A hardness of 20 to 50. ASTM D2240 See Finish Schedule for manufacturer and color. Cleaner, neutralizer and sealer for natural thermal finish granite tile. (Not required for granite composite tile.) a. Cleaner NS Low Foam by Bruhn & Company, Inc (800/776- 7149). b. Neutralizer: Floor Neutralizer by Brulin & Company, Inc. (800/776- 7149) Sealer: Seal Coast 350 VOC Compliant Seal by Brulin & Company, Inc. (800/776- 7149). Installation: Comply with material manufacturer's instructions and Tile Council of America (TCA) - Handbook for Ceramic Tile and Grout Installation Prior to installing tile, ensure surfaces are plumb and straight, with maximum surface variation of 1/8' in 10' -0'. noncumulative. 2 Comply with following TCA methods, using materials specified. a. Interior Wall Surfaces: TCA W243 over gypsum wallboard. 9 b. Interior Floor Surfaces: TCA F113 over concrete. c. Exterior Wall Surfaces: TCA W244 over glass mesh mortar units. d. Exterior Floor Surfaces: TCA F114 over concrete. 5. Ceiirgs and Soffits: TCA C311 over glass mesh mortar l ints. Bed Set over Waterproofing: TCA F121 Thin Set over Waterproofing: TCA F1221. 3. General: Do not use We and trim with chips, cracks, voids, steins, or other defects which might be visible in the finished wool. 4 Lay file units in patterns shown on Drawings; align units square, parallel and straight 5. When cutting is required. grind edges smooth. Accurately cut unit around work of other trades so brackets. escutcheons, and other coverings completely cover the edges. 6. Rmdy embed tile ?nits in setting material with finished surfaces brought to true plane ;'badcbutlr tiles at horizontal surfaces. 7. Set all Wes other than granite composite tiles in uniform joint width of 11W maximum; square, plum and level joints; align vertically and horizontally. 8. Set composite granite Ste in a uniform joint width of 1/4' rre>vrum: square dumb and level joints; align vertically and horizontally. 9. Set is to fonts flush plane with no two contiguous tiles out of totals by more than 1/32•. 10. Sound t after setting; remove and replace hollow sooting tiles. 11. Goosing: Grout Orb a soon as poste after initial set of setting bed; force grout into joints, strike flush, and tool slightly concave; coro> with grout manufacturer recommendations. 12. Prevent grout color from stetting face of tiles without damaging i or adjacent catamaran. 13. Provide proper temperature and humidity condtions for curing. G. Cleaning: 1. Clew Se and aolacent surfaces of sealant and grout as work 2. Cloning and neutralizing of thermal f fish granite file (not require I for granite composite Wes): a. Clear Se loots alts an grout has cured using NS Low Foam by Burin & Company, Inc. in accordance to manufactures instructions. making sure to remove any stairs at this tins. b. Neutrino Ss loons after cleaning using one packet (1 oz.) of Floor Neutralizer by Bruhn & Company. Inc. to 5 gallons of wean. Apply liberally removing excess with a mop or wet INC. Fciow with an additional rinse of clean nester. Allow to dry completely before sealing Often M .J.M. ;TARE NO 5359 DP VZ SCAry NOME CAtw FtE N.a.E SECTION 09510 - ACOUSTICAL CEILINGS • ■ A. Provide acoustical ceiling systems indidrg suspended exposed grid system, standard awustrcai panels, ! eggcrate plastic panels. B. Quality Assurance: Provide p listed by Underwriters Laboratories (UL:, xi with maximum flame spread and 25 smoke developr t in accordance with ASTfi.E84 ■ 1. Fire Rated Ausemblies: P de systems rated as part of systems for floor-ceding and r `" assemblies. ■ 2. Seismic Bracing: Provide wheri required by applicable codes. l II a C. Site Conditions: Install after build is enclosed, sufficient heat is provided. dust generaar activities ve terminated. and overhead mechanical and electrical work is completed, tested and approved I 1. Permit wet work to dry prior to txnmencerrrent of installation 2 Maintain uniform temperatures ▪ of minimum 61 degrees F and humidity of 20% to 40% pnor 44 dunng and after installation ■ D Suspension Systems: Comply witteASTM C635; provide fire rated system where required by applicab' or by building Landlord. by Chicago Metallic (800/323 -7164) or -Donn (800/231 -0687) ■ 1 _ Type 3: Exposed "T• grid ilhicago Metallic 1800 System or USG -Donn DX24 System togaccommodate Type 3 acoustical panels, HVAC penetrations of lighting fixtures. a. Face Dimensions of Egp osed Grid Members: 15/16• grid with low gloss flat tahrte finish, Chicago Standard White -01. USG -Donn fiat White 50 b. Fire Rated Assemblis (Where Applicable): Chicago Metallic 1200 Firefrcgt System or USG -Donn DXL24 System. n ■ 2. Classification: Ceiling sus nsion system shall comply with ASTM C635 intermediate du requirements. H. Sealing (not required for granite composite de seal grout pints at theee locations only): 1. Natural Thermal Finish Granite Tile' a. Seal t at horizontal traffic surfaces after cleaning and neutralizing. Floor tile must be completely dry Seal floor using Seal Coast 350 VOC Compliant Seal by Brulin &Company, Inc (800/776 -7149) in accordance to manufacturer's instructions. Wow to dry overnight to permit sealer to harden completely 3. Hanger Wire: ASTM A64` Class I, galvanized. 10 gauge soft- annealed steel wire. I in 4. Compression Posts (whereg required)' PM,iin Building Products (717/342 -3126) Series CS. ISG -Donn Corp. (800/231-0687) CS Senes, galvanized steel I ■ 5. Perimeter Moldings: Pro 'l..' type moldings with nmtorz sand finish to match the expos suspension components. in sizes and profiles, unless otherwrg3 indicated on Drawings ■ 6. Finishes: Exposed portions of gad including reveal where applicable. shall have finistiepecified 7 Accessories. As required , complete and complement system and installation of lighting gid HVAC ■ E. Lay -in Acoustical Panels: s s 1. Type 3: Armstrong (717/3/-0611) Cortege Minaboard #769A or USG Interiors (800/231-0437) Omni Fissured #345. 24' x 48' by 5/8' thick, square edged, fete factory applied paint finish a. Fire -Rated Ceilin (Where Applicable): Armstrong Fireguard #823 or ISO Intenors Firecode #339. ■ F. Installation: Install acoustical ling systems in accordance. with manufacturer's recommendatio and ASTM C636, except where more stringent requirements are indicted ■ 1 _ Provide supplemental gee, supports and fasteners for seismic support and b mg of the suspension system and fixtures in accordance applicable codes. V 2. Finished ceiii, shall ti true to lines and levels and free from warped, soiled or damald gnd or acoustical units. 3 Install ceiling systems a manner capable of supporting superimposed loads, vgh maximum permissible deflection of 11360 or span mawmurraurface deviation of 1/8' in 12' -0' ✓ 4. Install after major ab4-ceiling work is complete. Coordinate the location of hangers firth other work. ■ a. Ensure hanger and carrying channels are located to accommodate figs and units of equipment which are to be placed after Ie installation of ceiling grid. ■ 5. Where ducts or otheriquipment prevent the regular spacing of hangers, reinforce t nearest adjacent hangers and related carrying channels as l fl cluired to span the required distance G\\ ( pF �\) F. 0 PQ F • 1 ( \ }0 ■ ■ ■ •HEET vC SP -6 RNE© CITY jii'L ; 6 199,6 PERMIT CENTER T SHEETS 6 PTovmOn aWrtrurra: hangers and likens as required by applicable codes for ceding installation. ■ 7. Hang sndependentiy of walls, ofmns, ducts, pipes and conduit. Where carrying members are s iced, avoid visible displacement of the longitudinal axis or face porn of adjacent members. 8. Lighting fixtures shall not be +ported from or on main runners or cross runners if weight of the fixture causes the total dead load ta exceed deflection capability/ a a. Where fixture supported by skpplementray hangers locate within 6' of each corner, or support fixtures indepl dently. n 9. Do not install fixtures such main runners and cross runners er may be eccrtricaly I . Where fixture installation would du proce rotation of runners rovide stabilizer bars. a 10. Install edge moldlrngs alvintersection of ceiling and vertical surfaces, using maximu �asrgths, straight, true to line and level. r Miter corners. a 11. Pr ovide edge moldings allunctions with other ceiling finishes a 12. Instal units level, in unie plane and free from twist, warp and dents- X 13. Adjust any sags or twits which develop in ceiling systems and replace any part which • damaged or faulty. a G. Extra Material: Provide foul boxes in original containers of each type of ceiling rite fr±r future by Store Manager. • SECTION 09650 - RESILIENT FLOORING A. Provide resilient ale and resilient sheet flooring with accessories as required for complete installation. B. Site Conditions: Ensure floor surfaces are smooth and flat with maximum variation of 1/8' in 10 prepare floor as necessary to comply with requirements. C Sheet Vinyl: Armstrong rewsle. Cotten' Color No 86660, 'White' at toilet rooms unless otherwise indicated on Drawings. D Accessories: 3 Sealer and Wax; Non-skid type recommended by resilient flooring manufacturer for material type and location E. Installation: 1 Remove sub -floor ridges and bumps; fill low spots, cracks, joints, holes and other defects with sub -floor filler SECT)Oti 09680 - CARPETING A. Contractor shall install carpet furnished by The Gap, where shown and noted on Drawings. CORPORATE 1_ Ensure concrete floors are dry (maximum 7 percent moisture content) and exhibit negative alkalinity, carbonization and dusting. 2 Maintain minimum 70 degree F air temperature at flooring installation area for 3 days prior to, during. and for 24 hours after installabon- 3 Store flooring materials in area of application; allow three days for material to reach same temperature as area. Base: Provide 4' high sell- roving base with top cap or 4' high resilient base as atom on Drawings. Manufacturer: Johnsonite, Vinyl CB -79, Color_ 'Bone White'. 2- Transition: Provide 1' x 1/8' transition as noted on drawings beeveen VCT and concrete. Manufacturer: Johnsonite, Vinyl #CB -XX-C, Color White. Sub-Floor Filler: White premixed latex, mixed with water to produce cementitious paste. 2 Primers and Adhesives: Waterproof; of types recommended by resilient floori, 5 manufacturer for specific material. 2 Clean tour and apply, trowel and float filler to leave smooth, flat hard surface. Prohibit trait.: until filler is cured. 3 Open floor tile cartons, enough to cover each area, and mix tile to ensure shade vanatiaes do not occur within any one area. 4. Clean substrate. 5 Spread cement evenly in quantity recommended by manufacturer to ensure adisesion over entire area of installation; spread only enough adhesive to permit flooring installation before initial set. Set flooring in place with tight straight joints: press with heavy ratter to ensure full adhesion. 7 Lay flooring symmetrically from room centerline. Install with pattern run in one direction as designated. Do not install in checkerboard pattern. � : h- r T i 1i ! I t li 900 CHERRY AVENUE SAN BR(k10. CAL IFORNIA 94066 (415) 952-4400 Contractor shall provide installation materials and accessories. • SATE ISSUE 07 -09 -98 ISSUE TO BID & PERMIT B. Seaming Plans: Submit complete layout plans including locations of seams and method of seaming for Architects review. C. Site Conditions: 1. Do not commence carpet installation until painting and finishing work is complete and ceiling and other overhead work has been tested, approved and completed. 2. Maintain room temperature at minimum 60 degrees F for at (east 24 hours prior to installation and approximate relative humidity area is to maintain. 3. Provide suffider,<fghting as recommended by manufacturer. D. Materials: 1. Carpet: Shaw Industries Style No. NSP 27408. g h. k. a. Construction: PCVC. b. Fiber: 100% DuPont Solution Dyed BCF Nylon. c. Gauge: 1/8'. d. Stitches: 7.57 per in. e. Tufted Pile Height High .281 Low .219. Tufted Yarn Weight: 30 oz. per sq. yd. Primary Back: Polypropylene. Secondary Back: Polypropylene. Width: 12 ft. Yam Fly. 1235/4. Flame Spread: ASTM E84 Flame Spread 75 or less. Flammability: ASTM E648 critical radiant flux watts/crn or greater. 45 m. Smoke Density: ASTM E662 Smoke Density rating of 450, or less in flaming mode. n. Methenamine Pill Teat FF 1 -70, passed. 2. Pad: 50 oz. pad with rubberized coating, Ludlow Corporation 'Monarch'; provide pad at customer service cashwrap only 3. Adhesives: The following adhesives are acceptable for use in direct glue down of carpet: Henry's #356, Robert's 83100, T ayror #295, Chaptco #310, AIH #F5 "Supreme'. 4. Seam Sealer: Orcon 'CT -3' tape, Robert Company 'Golden Touch', or L.D. Brinkman #55 'Supreme'. 5. Z Bar. Colortrym CM501, Mactdenburg Duncan Z Bar or equal: carpet transition to wood flooring to be wrapped and finished with Mar. Carpet to be snug against edge of wood and 1/8` higher than finished wood floor. 6. Base: Provide 4' toeless base as noted on Drawings. Manufacturer: Roppe, Rubber Base #50, Color: 'Dark Grey'. Edge Guard: Provide Carpet edge guard at carpet/concrete transitions as noted on drawings. Manufacturer: Johnsonite - EG X -X -L, Color: Charcoal. E. Preparation: Clean floors of dust, dirt, solvents, oil, grease, paint, plaster and other substances detrimental to proper performance of adhesive and carpet. Allow floors to thoroughly dry. 1. Ensure concrete floors are free from scaling and irregularities and exhibit neutrality relative to acidity and alkalinity. 2. Use an aoproved cementitioue filler to patch cracks and email holes, and for leveling. Ensure floors are level, with maximum surface variation of 1/8' in 10 noncumulative. 3. Commencement of carpet installation shall signify acceptance of satisfactory conditions. F. Installation: 1. General: Cabinetwork shall be installed over finish flooring; schedule Work so minimum of painting and graphics work occurs over carpet and assure carpet is protected from damage from any SOU MG. 2. Instate stair carpet nosing. at stairs and special edging strips where carpet terminated at other floor coverings unless otherwise shown. a. U. hull length Mew only. Butt tight to vertical surfaces. Where splicing cannot be avoided, butt ends tight and flush. 3. At fitting rooms carpet shall be hooked to pins of carpet strip and tucked securely behind. f. Plumbing fixtures and toilet room accessories By R.K. 4. Fill strips shall not be less than 9' in width and at least 36' in length. Fill strips shall be kept to a minimum. Fill strip locations to be approved by The Gap. 5. Maintain finished carpet installation free from tacks, scraps, carpet ripples, scallops, puckers, and other defects. 8. After installation is complete, clean cirt and debris and clean spore with proper spot remover. Remove loose threads and vacuum. SECTION 09700 - CLEAR EPDXY FLOOR COATING A. General: 1. Provide all materials, labor, equipment, and accessories necessary and incidental to the completion of the Epoxy Floor System as shown on the drawings and as specified herein. 2. Responsibilities of the Applicator /Installer bidding this section are not unrelated to the General Specifications and requirements of the entire project, and require correlation with product manufacturer's Data Sheets and MSDS Sheets. 3. Installer is required to visit site and verify conditions prior to bidding. 4. Consult with manufacturer for specific job conditions and additional technical support: David St.Lawrence Conrad Sovig Co. 35 Gilbert Street San Francisco, CA . 94103 tel: 415.863.3808 fax 415.863.3814 HAZMAT 24-hr Emergency 800.424.9300 a. All installation steps must be performed in specification order. Variations in conditions may require modification to preparation and installation requirements; failure to verify modifications may result in unacceptable finish. B. Quality Assurance: Provide materials for system produced by one manufacturer; applicatorfinstailer to have minimum five years successful experience with epoxy flooring and shot blasting. Bidder is responsible for the delivery of the material to the jobsite in the manufacturers original, new, unopened packages and containers bearing manufacturers name and label in good condition and on time so as to not delay overall store construction schedule. 2. Store materials not in actual use in tightly covered containers at ambient air temperature range of 40 to 90 degrees Farenheit. Storage area should be dean, free of contamination, and in accordance with Data Sheet compliance. 3. Environmental Conditions: where ambient air temperature does not fall within the range of 40 to 90 degrees Farenheit, or in conditions with extremely high relative humidity, special application products and methods may be required. Contact manufacturer for specific job conditions and technical support. 4. Condition of Substrate: verify that all jobsite conditions are within the epoxy flooring manufacturers Data Sheet parameters. Any discrepancies must be reported and clarified with the Fisher Development Project Manager. Surface temperature of slab must be at least 40 degrees F. and no more than 90 degrees F. for crack and joint fillers and coating. Concrete slab must be cured for at least 21 -28 days. S®fl- levelling mate.:ale must be cured for at least 3 days. If there are any indications of a moisture problem, contact the Fisher Development Project Manager and David St Lawrence at Conrad Sovig Co. for specific instructions. C. For surface types other than concrete that require a dear epoxy coating, immediately contact Fisher Development Project Manager and Conrad Sovig Co. prior to installation. Preparation of Substrate: Project requires everything necessary for complete, acceptable installation, but some conditions may not require every step specified. Verify extent of substrate preparation with Fisher Development Project Manager. Perform concrete and self- levelling placement as early as possible during start of store construction to allow for maximum drying time. a. New' slabs properly installed and in premium condition may not require patching and levelling. c. Fill all spells greater than 3 inches in width, all voids, and all holes with the specified self - levelling cementitious compound. d. Fit all holes greater than 2 inches in depth with a base fill of fast -set concrete with specified self - levelling compound on surface. If existing slab is at different levels or has excessive depressions requiring levelling topping, level slab using specified leveling process. Stepped slab conditions may require concrete for levelling. TITLE AS - IS SPECFICATIONS wows R.K C. Special Warranty: Provide for correcting failures in epoxy flooring system including delarnination, peeling, and blistering; , warranty period to be two years. D Products: Acceptable manufacturer of epoxy flooring products to be The Conrad Sovig Co., Inc. (415) 863 -3808. 1. Product Summary (as manufactured by Conrad Sovig Co., Inc.) a. 'ONCC #2 Non -Sag' - crack, span and joint filler. b. 'ONCC #96' - epoxy coating. c. 'ONCC #12 -14' - cleaner /deglosser. d. 'ONCC CB/SL Mortar -self- levelling cementicious compound e. 'Con -Sov Citric Cleaner HD' - biodegradable general purpose cleaner 2. No product substitutions are allowed. E. Preparation: Comply with epoxy coating manufacturer recommendations and as follows, prepared surface shall be smooth and free of ridges and irregularities including those occuring in concrete and from mastics. 1. Examine substrates and conditions under which epoxy flooring will be performed for compliance with requirements for application of flooring materials. Do not proceed with application until unsatisfactory conditions have been corrected. Start of any of the epoxy flooring work will be construed as the Applicator's acceptance of the floor and environment conditions. 2. All sections must be performed in specification order. Any deviations must be pre- approved by the Fisher Development Project Manager, 3. Concrete Slab Preparation: provide initial preparation of concrete surface as follows. ( In some instances this work may be already complete; clarify performance responsibility with Fisher Development Project Manager.) a. Surface must be free of dirt, oil, soap, grease, mastic, and other bond - breaking contaminants. Surface should be smooth and free of unwanted ridges formed by either mastics or concrete c. Biodegradable citrus cleaners, scraping, and grinding are the preferred methods of contaminate removal. 4. Surface Repair: Fill holes, spells, cracks, voids, and joints as recommended by system manufacturer with minimal residue on surrounding surface and as required to provide smooth, level, even substrate. a. All spells the size of a quarter and up to 3 - inches in diameter should be struck flush with 'ONCC #2 Non -Sag'. b. All spells larger than 3 inches in diameter and areas requiring levelling or resurfacing are to be filled using 'ONCC CB/SL Mortar. c. All cracks the width of a nickel and larger must be filled and struck flush with 'ONCC #2 Non -Sag'. d. All construction joints must be filled with 'ONCC #2 Non -Sag'. 5. Shotblasting: Shotblast floor at machine speed of 40 - 60 feet per minute using S170 or 5230 shot size with light brush -blast or cleaning method as follows and ac required to create suitable bonding surface for epoxy coating. The clean, porous surface should have a light profile with abraded roughness of medium-grit sandpaper. a. Verify floor is dry, patching and levelling materials are cured, and floor is swept dean prior to shotblast. b. Varying shotblasting techniques may be required to ensure maximum uniformity between concrete and self - levelling surfaces. c. Blasting machine application to run parallel to storefront entry doors, unless specified otherwise. d. Provide consistent fight abrasion of concrete slab surface, including surfaces required, free of streaks and lines, by shotblasting process; minimize overlap markings; at no time shall shotblasting take place during machine turns. e. After blasting is complete and equipment is removed, the floor shall be swept magnetically and followed by a fine - bristled push broom. After brooming, vacuum entire floor to remove all dust, shot, and debris. f. Damp mopping and/or wet vacuuming may be required to attain a properly deaned surface. Subcontractor shall be responsible for the removal and disposal of all shot blasting debris. B Product Handling and Storage: Deliver materials to jobsite in g PROJECT :OCAT ION PARKWAY SUPERCENTER 5359 TUKWILA, WA oce-01-5-7-9 SCALE NON E CARD FILE NAA£ CHECKED M.J.M. G. H. h. Maintain slab free of Lift..: between shotblasting and application of special epoxy coating. F. Application: Apply epoxy coating system in accordance with manufacturer's directions; use applicators and techniques best suited for substrate and material being applied. 1 Verify that conditions of concrete slab comply with the specified parameters for the condition of the substrate. Moisture in slab may result in unacceptable, milky finish 2. Apply each coat in accordance with manufacturer recommendations and installation inst uatons for specified system, two coats required. SECTION 09900 - PAINTING a Take special additional steps as recommended by epoxy coating manufacturer where project schedule doss not allow sufficient time for rung. Finish shall be clear and not turn milky. b. Take special care to protect floor during application from scuffing, marring and damage; do not drag equipment or tools over finish; wear protective shoe coverings a. Use roller application of Conrad Sovig Epoxy, 'ONCC #96' at rate of 225 square feet per gallon for the first coat and 250 square feet per gallon for the second coat with drying time between coats of approximately two to four hours; coating too thickly applied may result in milky areas. e 1) Allow longer drying time when humidity and temperature are high and when there is poor air circulation 2) W iare cunt ;rction materials might be stockpiled prior to final deaning and buffing, comply with requirements specified for protection 3) Clean and degbss floor after minimum 8 hours mazimum 14 hours, curing by applying Conrad Sovig 'ONCC#12 -14' cleaner deglosser in accordance with manufacturer's directions. 4) Buff to remove high-gloss finish by lightly scrubbing with floor machine using 175 rpm machine and black pad. 3 Finish Finish floor using materials or systems as recommended by manufacturer to provide uniform nonslip satin finished surface free of wrinkles, streaks, and marks. a Perform steps in specified order, any deviations requires pre - approval of The Gap. Fisher Development. and Conrad Sovig Co as aesthetic and performance characteristics will be impacted b No substitutions or different materials will be allowed c. Apply products in strict accordance with data sheet instructions 4. Where coverage is incomplete or not uniform, proverb an additional coat or coats as required to provide uniform surface. a. Patched Areas: Match adjacent surfaces. Clean -up: During progress of work, remove from site discarded materials, rubbish, cans and rags at end of each work day. Upon completion of work, dean spattered surfaces. Remove spattered coating by proper method of washing and scraping, using care not to scratch or otherwise damage finish surfaces Protection: Protect completed epoxy coating work against damage. 1. Protect epoxy coating from general construction when tack -free with 1/4' Masonite board, smooth side down; verify with material manufacturer; other systems subject to approval. 2. Correct damage by cleaning, repairing or replacing, and refinishing. as acceptable to The Gap's Representative 3. Provide 'Wet Paint" signs as required to protect newly coated finishes A. Provide paint as specified and as indceted on Drawings, including painting of millwork supplied by others Wore Included: Paint items not specifically excluded under following paragraph 2. Items not to be painted: a. Drywall surfaces concealed from view. b. Factory finished equipment and other materials with complete factory finish, including merchandising shelving and wrap counter. c. Finish hardware except where primed for paint finish. d. Acoustical tile and suspension systems. e. Lighting fixtures. manufacturer's sealed containers, legends and labels intact. RICHARD D.R. •'r' O STATE OF WASHINGTON sHEE' NO SP -7 RECEIVED pair nF n II(WILA - JUL . 1 f 1SW FERMIT CENTER SHEETS F H. Do not remove empty containers from jobsite until completion or directed by The Gap. 2. Cooperate with other trades to recycle and dispose of refuse according to Section 01150 Environmental Procedures C- Manufacturer: Provide top commercial fine products by Benjamin Moore. 1. Color Pigments: Pure, non - facing, types to suit substrates and service exicated; no lead contact 2- Quality: Provide finish coats capable of being washed with mild detercent without loss of color, sheen or pigments Volatile Organic Compounds (VOC): Provide materials with maximum VOC content of 250 grams/liter. (VOC to be eliminated from product by 1995.) D- Preparation: Comply with paint manufacturer recommendations 1. Protect items not to be painted or removed prior to painting, it required to be removed, reposition and reinstall after painting. 2. Clean surfaces to be painted free of anything which may interfere with proper functioning of painting finish. E. Application: Apply paint in accordance with manufacturers directions, use applicators and techniques best suited for substrate and type of rratenal being applied. ( CORPORATE .,,• i u I f ,I Tr I ' �j 900 CI$RRY AVENUE . SAN BRUNO, CAL FORNIA 94066 (415) 952 -4400 a. Fill and sand patches, repairs aid other surface burnishes to conform to adjacent surfaces. b. Seal patched areas to receive paint with Fuller O'dnen's 'Spaze High Build Flat Latex. 302 -39 or Glidden SpreadPatch c. Application of paint or primer indicates Painting Contractor acceptance of responsibility for surface condition and appearance of finished product resultant from surface condition. 1. Finish: Free of sins. sags, wrinkles, streaks. and brush marks 2 Texture. Provide 'orange peel' texture matching approved sample. texture may be produced by use of tight nap roller such as a 3B' roller nap. 3. Spray painting is riot acceptable. 4. Roller apply PVA sealer /primer to gypsum wallboard. spray application is not acceptable. Prime Coats: Apply to items not previously primed. recoat primed and sealed surfaces where there is cadence of suction spots or unsealed areas in first coat Finish Coats: Prcedc smooth even texture and coverage: leave no laps. irregularity in texture. skid marks. sags, runs, or other surface Imperfections. Painting Systems. Specifications esstabkeh minimum procedure. quality and number of coats; provide following paint finish systems; manufacturers and colors i'e schedu led. 1. Gypsum Wallboard: a. 1st Coat Flat Latex or PVA Sealer b. 2nd and 3rd Coat Latex Enamel (sheen as scheduled). 2 Transparent Finished Wood/MDF: a. let Coat Sher -wood Vinyl Sealer 24 %, Solids T67F3. b. 2nd and 3rd Coat. Sher -wood water white conversion varnish V84F 83 -DRE. 3. Opaque Finished Wood: a. let Coat. Enamel Undercoat b. 2nd and 3rd Coat: Semi -Gloss 100% Acrylic Latex Enamel_ 4. Ferrous Metal: a. let Coat Rust Initibitv.; Metal Primer. DATE ISSUE 07 -09 -98 ISSUE TO BID & PERMIT b 2nd and 3rd oat Semi-Gloss ear% Acrylic Latex Enamel 5 Aluminum a 1st Coat Chromate Primer b 2nd and 3rd Coat Semi-Gloss 100% Acrylic Latex Enamel 6 Raster a 1st Cost Alkyd Wall Pnmer Sealer at interior locations, Latex Wall Pnmer at exterior locations b 2nd and 3rd Coat Eggshell 100% Acrylic Latex Emulsion. 7 Graffiti Resistant Finish Aquarius Coatings (800/561-6750), 'Armaglaze` graffiti resistant finish; satin finish. color as selected by Architect a 1st Coat Aquanus Coatinga/Armaglaze Sealer. b 2nd and 3rd Coat: Aquanus Coatings/Armaglaze Exterior. 8 Graffiti Removal Method: Remove graffiti from 'Armaglaze' graffrt resistant surfaces usirng'Armakleen' biodegradable graffiti remover Do not use an acetone or methylene chloride based products to remove graffiti from Aquanus Coatings. Where coverage is incomplete or not uniform. provide an additional coat or coats as required Patched Areas Match adjacent surfaces 2 Leave areas in clean and orderly condition 3 Correct Work which does not meet approval of The Gap's Representative J Clean -up During progress of work, remove from site discarded paint matenais, rubbish, cans and rags at end of each work day. Upon completion of painting work. dean paint- spattered surfaces Remove spattered paint by proper method of washing and scraping, using care not to scratch or otherwise damage finish surfaces K Protection' Protect work of other trades, whether to be painted or not, against damage and finishing work 1 Correct damage by cleaning, repairing or replacing, and repainting. as acceptable to The Gap's Representative. 2 Provide 'Wet Paine signs as required to protect newly painted finishes Maintenance Stock 1 Provide one unopened gallon of sales area paint for touch -up. 2 Provide one unopened gallon of 'Armakleen' biodegradable graffiti remover. with written instruction for use DIVISION TEN - SPECIALTIES SECTION 10161 - L AMNATED PLASTIC TOIL4f PARTTIIONS AND SCREENS ■ A Related Work Specified Elsewherell 1 Toilet and Bath Ac cessoriel Section 10800 0 B. Quality Assurances ■ ■ ■ ■ n. Model numbers as ▪ for partitions manufactured by Bobrick Washroom Equip■Ient, Inc., #889 Solid Grey, and are listed as a standard of quality. Equivalent partitions of other manu rs may be acceptable. if, in the Judgement of architect, they meet the intent of the specification in mils of design, function, materials, and quality of workmanship. Other manufacturers may be proposed for consideration by adhering to procedures set forth in Contra ■ 1ocuments. b. Partitions shall se the product. of a single manufacturer_ N C. Submittals. ■ m I Manufacturers: BY R.K. 1. Samples: . a. Scale model of partitions, inciting stile, hardware and fastenings, anchoring and ■reveling devices, and accessories. ■ ■ b. Section showing panes and■ stile core construction, bonding methods, and edge colttruction. ■ 2. Shop Drawings: ■ ■ a. Show fabrication and erectior�of partition assemblies, to extent not fully described by ,, j r r , .ufacturer'a data sheets. b. Shoe anchorage, accessory hens and finishes. N C. Provide location drawings or bolt hole locations in supporting members for attacrtlent of partitions. 3. Manufacturer's Data: a. Data Sheets i b. Installation instructions ■ ■ ■ c. Maintenance procedures ■ • D. Product Delivery, Storage and Handling: j ■ ■ 1. Deliver item in manufacturer'sliriginal unopened protective packaging. ■ . ■ 2. Store materials in original protectiss packaging to prevent soiling, phyyacat damage, or wetting. ■ ■ 3. Handle so as to prevent damage 1 finished surfaces. E. Guarantee: Furnish one year guarantee gainat defective materials and workmanship, including delamination ■of panels and corrosion of hardware. ■ ■ F. Materials ■ ■ 1. Partitions, Stiles, Screens and Doors: ■ a. Plastic laminate: High Assure laminated plastic NEMA LDS -197 minimum this kr jss 0.050 in. ■ b. Panels, doors and walspost 3 ply resin impregnated particle board, type 11 glide DB, 45 pound density. ■ 2. Adhesives: That prevent delarfnation from heat and moisture in public washrooms. ■ 3. Hardware and Fittings: ■ ■ a, Metal: Stainless steel: type 304. b. Finish: Stainless steel:'lumber 4 satin finish. to 4. Leveling Device: 3/8' x 1' (1titm x 25 mm) steel bar. ■ 5. Heedrail (Overhead braced) xtruded anodized aluminum with satin finish. ■ ■ 6. Finishers: ■ ■ a. Hinge and latch: Fary installed threaded steel inserts and stainless steel way machine screws; latch track factory installed three T -nuts. ■ b. Door hardware: Sinless steel one -way sheet metal screws. ■ c. Mounting Brackets: sStainleas steel phillips head sheet metal screws. ■ ■ d. Leveling Device: 3s' (10mm) threaded rod, nuts, and sleeve anchor. ■ 7. Stile Shoes: One piece, I (102mm) high, Type 304, stainless steel with number 4 satin flash. ■ 8. Post for Poet to Ceiling seen: 1.114' (32mm) square, 18 gauge, Type stainless ste with number 4 satin finish. ■ ■ G. Fabrication {\107\ ■ ■ ■ a PROJECT LD(.AT PARKWAY SUPERCENTER TUKWILA, WA TITLE AS -IS SPECIFICATIONS DRAWN R.K. 1. Configuration a. Toilet partitions shall be: Floor Ansiored (Series 1041). ■ b. Screens shall be: Floor Anchored s eries 1041). 2. Stiles, Partitions, Screens and Doors: ■ ■ a. Bonded high pressure plastic lay ated to core material with adhesive specially formulatadso prevent delamination in moist, warm areas of public rooms. Bond edges prior to bonding face sheets. M no splices or joints in faces or edges. ■ ■ b. Instal threaded steel inserts for flaunting hinge and latch. c. Pre -drill screw holes for coat hooiand keeper. ■ d. Finish thickness - 1' (25mrn) for Inform flush front. ■ 3. Anchoring and leveling device: Cantinc:u ay weld anchoring and leveling device to steel reinforcing corer stile ■ CI+ECBED M.J.M. ■ 4. Door Hardware: ■ ■ 5. Hinge: Self- lubricating balanced hingf Keith adjustable hold open feature. I IL 6. Latch: Combination wide lath an bumper equipment for emergency access, without use of toot. s 7. Coat Hook: Projection of 1 -1/4' (324) or less. 8. No hardware or brackets on the outwi ts of compartment except on compartments with outswinging drnsre. ■ H. Overhead Rail: Anti-grip, anti-oencealnentsesign. ■ Inspection: ■ ■ 1 Check area scheduled to recant partitions for correct dimensions, plurnbness of walls antsoundness of surfaces that would affect installation of holding b cats. ■ 2. Verify spacing of plumbing fixturer■to assure compatibility with installation of partitions. 3. Do not begin installation of pr#tions until conditions are satisfactory. ■ ■ J. Erection: i 1. General ■ ■ a. Install partition rigidly. strait, plumb, and level. ■ b. Installation methods shag conform to manufacturer's recommendations for bag and proper support. c. Conceal evidence of drill & , cutting and fang to room finish. ■ ■ 2. Floor Supported Partitions (Serie/1041): a, Secure stile to supportn gloor, anchored with minimum 2 inch (50mm) penetration into supporting Poor system. ■ b. Level, plumb, and tightensatallation. c. Secure stile shoes in potion. ■ d. Set tops of doors level nth tops of stiles when doors are in closed position. ■ ■ ■ 3. Adjust and clean: ■ n. Adjust hardware for proQr operation after installation. b. Set hinges on inward swing doors to hold doors open approximately 15 degree from closed position when unlatched. ■ c. Set hinges on rd swing doors for physically handicapped comps is to hold doors in dosed position when unlatch ■ d Clean exposed surfaces of partitions, hardwares, fittings, and acceasonea. I ■ v(_ 5359 SCALE Not{ ..A:1L: , ILE NANL SECTION 10690 - MANAGER'S OFFICE AND STOCKROOM ACCESSORIES A. Installation of stockroom accessories at locations shown on plans in accordance with manufacturer's recommendations and instructions, level, plumb,_ secure to structure xi accordance with local seismic standards. I. Bolt manager's safe to floor. Locate per m n Erection SECTION 10600 - TOILET ACCESSORIES A. Provide toilet accessories as shown on Drawings and as specified. B. Codes: Comply wit applicable code requirements, including requirements for providing for access for persons with dsabilities C. Accessories: 1. Double Coat clock: Mctinrtey 1043 -Z. 2. Toilet Paper Holder: McKinney 1033 -D. 3. Mirror (no shelf): McKinney 190AP 24' x 36'. D Installation: Surface- Mounted Waste Receptacle: Bobnek B -279, Type 304, stainless steel. Electric Hand Dryer Bobridc B -7017. Color 900 platinum S. Toilet Seat Cover dispenser: Bobrick B221, 15 - 3/4' wide z 11' high x 2' deep. Surface mounted Stainless steel_ 7. Feminine Napkin Disposal: Bobrick B- 270'Co aura` 7 - 1Q' wide x 10' high x 3- 13/16' deep. 8. Sign: Letterland, Unisex Handicapped Sign HC1000 for angle public toilet, and maie/femaie. h ::,diuWped sign for multiple public toilet. 9. Grab Bars: McKinney Series 9704. -1/7 diameter x 18 gauge stainless steel; waft flanges 3 -5/16' dameter x 7 gauge stainless steel matching exposed screws. a. Provide minimum 36' long at rear of toilet and 42' at side b. Install grab bars to provide load support as required by applicable codes. 10. Accessories Supplied by The Gap: Paper towel dispenser (at toilet room located in stock area only), soap dispenser, and `Trap Wrap' installed at exposed plumbing, below lavatory. Deliver inserts and rough -in trainee to job sits at appropriate time for building in. 2. Fastenings: Furnish toilet accessories to complete with mounting devices, fastenings, and accessories as required for a finished installation, properly packaged and tagged for ready identification. a: Fasten aocesaories with screws or bolts extending minimum 1' into solid backing if no other fastening is specified. 3. Install toilet accessories in accordance with Drawings, and manufacturer's installation instructions and reconrreendatncns- 4. Mounting Locations and Heights: As indicated and in conformance with requirements for access for persons with disabilities. DIVISION ELEVEN - EQUIPMENT (NQT USED) DIVISION TWELVE - FURNISHINGS (NOT USED) DIVISION THIRTEEN - SPECIAL CONSTRUCTION (NOT USED) DIVISION FOURTEEN - CONVEYING SYSTEMS - (NOT USED) DIVISION FiFTEEN - MECHANICAL (See Mechanical Drawings) DIVISION SIXTEEN - ELECTRICAL ($g9 Electrical Drawings) Dc10 -.EE' 'A' RECEIVED city nF Ti IKWIEA PERMIT CENTER SP -8 iHEE TS