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Permit D97-0382 - KINKO'S - COMPUTER AREA
City of Tukwila C Community Development / Public Works • 6300 SouthcenterBoulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Signature: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 022300 -0045 112 ANDOVER ARET DEVPERM TUC 001 North: N/A PK E Curb Cut /Ac'cess /Sidewalk /CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving. Oversized Load: Sanitary Side Sewer: Sewer Main Extension: DEVELOPMENT PERMIT .0 South: .0 Sewer: N/A Slopes: - N Contractor License No:' ELIED * *041D5' OCCUPANT KINKO'S ' 112 ANDOVER PK E, TUKWILA WA OWNER CRIM.INVESTMENTS INC. 1001" 4TH' -AVE #2830, SEATTLE ,WA 98154 CONTACT AHMAD MOHAZAD 55 GRANT AV SUITE 600, .SAN FRANCISCO CA 941 CONTRACTOR ELIE DEVELOPMENT Phone: 415..362 -5857 08 Phone:707 -762 -5977 :.,4370.INDUSTRIAL AV STE F','PETALUMA CA 94952 ***************************************************** * * * * * *** * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONVERTING EXISTING COPY 'AREA INTO A COMPUTER: AREA •************ yk ********* *** *********4.********* 4***** * * * * * * * * * * * * * ** * ** * * * * * * * * * * * ** Construction Valuation: .$ 50,000.00 PUBLIC WORKS, PERMITS.: *.(Water Meter Permits. Listed N N N N N N N N This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last No: Start Time: Cut: Start Time:. No: Private: Fire East: Print Name: _ / 40 AlztG23004./4/6 if the work is if the work is inspection. Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: Date: End " Time: . Fill: (206) 431-3670 D97 -0382 ISSUED 03/02/1998 08/29/1998 Size(in): .00 Phone: 206 223 -1820 STORE 1994 SPRINKLERED .0 Separate) . Eng. Appr: End Time: Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 952.84 ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ************ * * * * * * * * * * * * * * * * * * * * ** * * * * * * * ** Permit Center Authorized Signature: I ft.' , if• Date: - 3'"Z - /e 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 pe- it. not commenced within suspended or abandoned An dress 112 ANDOVER PK E r P ermit :Na D97-03 Suite: Tenant Status IS Type :. q,EVPE R in App lied: 1 1 9 ar`cel "# :" : 0230(1 0045 :Issued: 0370 :k* *. ** k *k *'k k r l * :. * * .k k'k* .AI * **i k*k 114 41 k* k':k•k *•k* k *4 * k it k le .k k'k•k ***•k ** k"klc** •k:* b k,k'k* k ** *'k.•k : k changes Will be '. made �•to. the plans unless approved ke the A rc hit.ec. t or Engine and blie Buri Division E l ectr,`i cal : pernii ts'ii shall be 3abta i ed:�, hrt'o ' the . Wash i ngtnn S t.ate ' DDi vission LNabor r an .Indu 0t'rie3 and a'l�l,,el:e.ttr�ical, work will be ihs'p .ted by Yt hat agre "nc ( 24 8"`66 0 �Al mechani work, shalilfbe u nder � 'wepa rat e per m it t issued by . "th City of Tytrwvi z:1 ri 1� >h • per mi inspection records a appro v a . ved plan <s i�a l l be a i l.ab e l at t ti,.e ja b s 1 t,en pri to th`e*�st t f' "i any con s tr u h ; Th ese - edocum are Ito be ma`i'ntained arld a � i, - r , � -. ;z � r � 1 ' 1 t a ble u l,t:il :f`in`al inspecti app "aval is : g r anted � , : t Al 1 const rim ct i on t,o be done i n . conformance with, approve °} l,an nand r e p � quir em,ertt,sw3i~ t he Un?tor7m BU iciing uo,de�, °t 1�? �9 4`�� f , . s lipitor iii ,r { Mec h a nical Code f 19 94 E ion E �iit'io» ) �a5�am ende'd, . '" . ands Wa sih"in gt on "State Energv, ( de' . Edi tion) N'; 4 '' . A ny new ce Ni ing gr iii and : fixt ` .in s tallation is ' , 5 r eq uired e Ore& t:o m eet later al b raci ng k r eAulr~ement5' for': : ,e 'isii)ic F).* t i oll,,, " atta to ,ceiling .: gri : ..mu t be laterall le t e r braced : if ,„.„oiier leight c8), fee' in. :tlen'gth ,. i- V.614 Vali dity �Rof Fermi t ;;. The i ss.u ot' a per riri t or approval o . Pia ns,. spe �ran d'comp s hall not 4.:,a cn o st ru d to be a permit f or an ;a pprraval :of any viola tion • of: a : ot the Apr ov.i s i ons of the= building coe, -d or of any 0> ', other t ordinance, of the .jur i s;d l ct ion. f, •nut t ;. presumin9 t`. give r iauthority to 'violate or canrcel 0: of,;w 'do de':e`s..tha 1 1 be va l I'd t; 1 - u 4 4 t>.. F_? ti ll yy ( j A Project Name/ Tenant: ,•/ K 2' Value of Construction Site Address: City State /Zip: //L A pew e,e_. n 1 , Get p tt.-A- Tax Parcel Number: 0 02-2 ?vO_ 001, Property Owner: J� W two 7� 1 Ti` Phone: Phone: (1,6 4 -- 2 1 3 ,- t 8 z -a Street Address: {{ City State /Zip: Doi `t 'i ' Slitra 2 `b o 5 `ie5 I Fax #: Contractor: 1 Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: 5 m CoAluc it` 4-J∎re ( :. GA 6 1 y tub . Fax #: S � 4 y Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Pe rs � � ` , cam P - Phone: (4 Iis-_3(2— • Street Address: City State /Zip: 55 6-04,-)( fit: 6-'' in: ' S G, c , t,..6 Fax #: S Description of work to be done: 0d4 ,c-y.K 694-. c-(-A- 10 re-- c.. -k o= - 1... La 1- /u,t f 0.) 1^k c;,c(s1■Y j , .LA) `h c'lo') S■:_ 414 kA 4 S 6 U {qL k. 11. Existing use: b " etail ❑ Restaurant ■ Church ❑ Manufacturing CI School/College/University ❑ Multi- family ❑ Warehouse ❑Hospital � Motel/Hotel El Office '�t� Other Proposed use: Retail ❑ Restaurant ❑ Church ❑ Manufacturing 11 School/College/University ❑ Multi- family ❑ Warehouse ❑Hospital ❑, Motel /Hotel in Office - Other A '` c- 1 Will there be a change of use? ❑ yes CEI no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? yes no ,, yy Existing fire protection features: (,I� sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 1? existing Area of Construction: (sq. ft.) 12co t,e." - 1. Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ( Ono Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUI9 ILA Permit Center - 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT. REQUEST FOR PUBLIC WORKS'SITE/CIVIL PLAN REVIEW (Additional reviews may be determined:by the Public Works Department) ❑ Channelization /Striping El Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use... ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): CTPl :RM!T.DOC 1/29/97 Size(s): cubic yds. 0 Fill ❑. Sewer Main Extension ❑ Water Main Extension 0 Deduct cubic yds. Est. quantity: gel ❑ Miscellaneous ❑ Flood Control -Zoiie ("v' ►ng t ❑ -Lan`dscapp rrig_ation O Private 0 Public O Private 0 Public 0 Water Only 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 a - d tp -cil Date pllcatio xpire vir Ap l� k PLEASE SIGN BACK OF APPLICATION FORM BUILD! 0 NER OR AUTHORIZED AGENT: Signature: , Dt ae: 2,(6 ( ., Pir Print na. A j ,fnr1,,ec r , µv b1A2.ti -h . '• } . Rhone: 4 1 sie . ) .- 7 , irFax #: •Y 3'4 L _ 4 k ( Address r-K60,4,u r isr0 6 $u 42,,ce SF 6.4 elf- City /State /Zip 1 ( I ( ALL COMMERCIAL/MULTI-F 11 TENANT IMPROVEMENT /AL •ATION PERMIT APPLICATIONS MU BE SUBMITTED WITH THE FOL • ING: ➢ Inftpr LIRAWItIb*Q OE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, TRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D. BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMIT D ❑ Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ / � Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ Vicinity Map showing location of site 7L1 ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ Construction details ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. s �, �' eavVl CA Washington State Non - Residential Energy Code Data shall be noted on the constructiop drawings. ?J vt 113 frri - i vJc SEPA Checklist - if intensification of use (check with Planning Department or thresholds). 7 ❑ 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 ".(al (Ik LC. U '' Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HE PENAL CERTIFY THAT ! HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER ERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1 /29/97 Tetel .Fees 95 952;84 Tctctl AL. L Pmt5:R. •:' 5 .84 .,I3 1anee: w60 A ) < *, * * *..4*4 * * **.1' kei *A* * *,lk * * *;.* .,4 ** *A* Ue5criptian EsUT'L,[ ?I.NG NCI RES. PLAN CHECK - NONRES • ST._AI�E :ELUILDING 5URC1•IARG Awount 574875 3.3 .5 9 • 4.50 '16t - 71 ' 12/10 .'7717 TOTAL 952.04 �kk:lolr 4t kA k: 4Ak* aeit.. 1 k• A*** Ak h• A•% r• 4#' t: kkk' k *ht71 •k:Ar fcAit ;lkel,t*.tA'kk 1 F.faN ",hf]• *h * *.'**`t*k-4kk * *kA *A•h4 A. * 4*. V**44*k••t*A*kA•kA*'Ick* 1`RANSMIT :11" Er R9700690`A t • 95:'.84 1" x 14:25 •Pdyment :Method; :.t:I�I:CI( Notati,ane. KCI Init: WAR erm;'it No D97 -.0382 Type: .1)E1 /PERO DEVELOPMENT, 'PERMIT arc:e1 N'o: '.02230,0-0045 Y te Addresd: 11'4 `A'r11)OVEI NI(' t: *4*5.l4?. * * ** *41•* * * *•k*.'l •.Account Gnde OQO, 322. 100 : 000•/34.830: :.:00.0/386•.904., Project: cilu Type o ection" Address n p . Date • 3 _3II9 g Special instructions: C ow( i ? Date wanted: }+ 1 �q a.m. Requasterfv h L f lIoaetlf ei 1 _ 0 5 - 6 .. ) ic,:e INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Receipt No.: Approved per applicable codes. INSPECTION; RECORD Retaiin a. cop?with permit I PERMIT NO. 206) 431 -3670 COMMENTS: Inspector: Date: Lt t Corrections required prior to approval. I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: INSPECTION RECORD. Retain a copy with permi INSPECTION NO.- CITY OF TUKWILA BUILDING DIVISION 6300' Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: I /. { � Type of inspection F � Addr �� s j 2 Date called: L- �P� 3-7-69-9 8 Special instructions: Date wanted: a.m. � �7i� r ' I G7 P.m. Re r: P�,gne o.: / t— f �l 1- 453 Approved per applicable codes. yo Corrections required prior to approval. Inspector I Date: L..--b710 L..--b710 n $42.00 REINSPECTION EE R t UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • COMMENTS: INSPECTION RECORD. Retain a copy with permi INSPECTION NO.- CITY OF TUKWILA BUILDING DIVISION 6300' Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: I /. { � Type of inspection F � Addr �� s j 2 Date called: L- �P� 3-7-69-9 8 Special instructions: Date wanted: a.m. � �7i� r ' I G7 P.m. Re r: P�,gne o.: / t— f �l 1- 453 Approved per applicable codes. yo Corrections required prior to approval. Inspector I Date: L..--b710 L..--b710 n $42.00 REINSPECTION EE R t UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO.' CITY. OF TUKWILA BUILDING DIVISION , .6300 Southcenter. Blvd., #100, Tukwila; WA 98188 . Project: Type of inspection: Address. /�� � Date called: � �� // instructions: :. D6te wanted: 2 ( Requester Phone No.: COMMENTS: Date :3 _2 _9e INSPECTION RECORD Retain a copy with permit..,-77- PERMIT NO (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION"FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: Date: • Project: i -.., / Type of Address: t 4-P1E Date called: — — 7 10100 Special instructions:. Date wanted: Requester: Phone No.: •INSPECT1 NO.' ;'• Approved per applicable codes. • • ".;.+ INSPECTION RECORD Retain a copy with perm! CITY OF TUKWILA BUILDING, DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: )- zeQ 69 4-0--fr-,j I Inspector* Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: °, 7° 21 PERMIT NO. (206) 431-3670 . , • Project: 1 / .11■1VA3 Type of inspection:6 Address: A 19 - 61- Date called: Special instructions: Date wanted: I 1 0 3 //7/ / e - am. Gil Requester: Phone No.: INSPECTION RECORD Retain a copy with perm; INSPECTION NO, CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 Approved per applicable codes. I 1 Corrections required prior to approval. COMMENTS: I Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: - Project: / ' i Type of inspection: C!r.7--e, . Address: Date called: Special instructions: . ::::::d , :, Phone No.: Approved per applicable codes. INSPECTION. RECORD Retain copy with permi 7- INS ON NO: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,. #100, Tukwila, WA 98188 ►4 (206) 431 -3670 Corrections required prior to approval. COMMENTS: 4441 oeta: l6`75 1 $42.00 INSPECTION F REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter vd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: l Type of inspe�c '�on� Address: a Bate called: L-- 3- )21? Vs Special instructions: . Date wanted: -' )3_�1� a.m p.m. Requester n p ; Phone No.: — 707 — L I I l `65 PERMIT NO, INSPECTION RECORD Retain a copy with perm; INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 COMMENTS: Inspector: Date: a 3ji I Approved per applicable codes. I Corrections required prior to approval. $42.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Projecti Type of inspe6tio . Address: Date called: Special nstructions: Date wanted: a Requester: Phone No.: Jx� j . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspect II Approved per applicable codes. INSPECTION RECORD Retain a copy with permi I Date: 78 1 7'3/-367, 1 PERMIT NO. Si (206) 431 -3670 Corrections required prior to approval ) G - ^ 1 �.0 Date 3- $42.00 REINSPECTIOI{( FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: City of Tukwila Fire Department Retain current inspection schedule Needs shift inspection Permit N Suite # FINALAPP.FRM " 7 ,1 V 4 177777777' Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: T.F.D. Form F.P. 85 Authorized SignatU re " Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 ACTIVITY NUMBER D97 -0382 DATE 12/9/97 PROJECT NAME KINKO S rf LDING P TMENT: DIVISION PREVENTION P ING DIVISION ��►' n I V IT t c�' 160 'UBLIC WORKS STRUCTURAL PERMIT COORDINATOR III • Nil Ia- ►q-Ci 4 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 12/16/97 COMPLETE NOT COMPLETE n NOT APPLICABLE 0 COMMENTS TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED Ell ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL Jmi+ Crd Capy PLAN REVIEW / ROUTING SLIP I APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS El. NOT APPROVED (attach comments) 0 CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F DATE DATE DATE +vwwW. +�w..v/+hbYMh DUE DATE DUE DATE 12/30/97 APPROVED [J APPROVED W/ CONDITIONS 111 NOT APPROVED (attach comments) Q (Certification of occupancy required. ;m1 ow; 1doWi,. Jo y"irf LT,VSft�.'5°.'0.47.yiei3;'ti4 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0382 PROJECT NAME DEPARTMENT: BUILDING DIVISION U PUBLIC WORKS I I DETERMINATION OF COMPLETENESS: (T,Th) COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ` NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DATE h / tb ( REVIEWERS INITIAL REVIEWERS INITIAL KINKO' S APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS I CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS C:ROUTE -F FIRE PREVENTION ❑ PLANNING DIVISION ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ DUE DATE 12/16/97 NOT COMPLETE ❑ NOT APPLICABLE ❑ DUE DATE 12/30/97 NOT APPROVED (attach comments) ❑ DATE vg- REVIEWERS INITIAL DATE AlYrr DATE 12/9/97 DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required, ) ACTIVITY NUMBER D97 -0382 PROJECT NAME KINKO' S DEPARTMENT: BUILDING DIVISION t___) PUBLIC WORKS I I 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED Eril ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL iei F t,Va'u"` ,Z as#,,.I "to ?n' 1 t`c fF PLAN REVIEW / ROUTING SLIP FIRE PREVENTION PLANNING DIVISION STRUCTURAL E] PERMIT COORDINATOR NOT COMPLETE NOT APPLICABLE DATE I APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS APPROVED C:ROUTE -F REVIEWERS INITIAL { / 77i 7 VATE .2' REVIEWERS INITIAL DATE DATE 12/9/97 DUEDATE 12/16/97 DUE DATE 12/30/97 U NOT APPROVED (attach comments) Q CORRECTION DETERMINATION: ' DUE DATE APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 (Certification of occupancy required, ) �a7 Scg 1 r t d'4i t l k` e' t��il PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0382 PROJECT NAME KINICO' S DEPARTMENT: BUILDING DIVISION ❑ FIRE PREVENTION Ell PLANNING DIVISION • PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ $ 4 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 12/16/97 COMPLETE El NOT COMPLETE ❑ NOT APPLICABLE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF 11 (If routed by staff, make copy to master file & enter Sierra,) REVIEWERS INITIAL DATE k 2 ,t 1 4 I APPROVALS OR CORRECTIONS: (ten days) APPROVED I I APPROVED W/ CONDITIONS ❑ REVIEWERS INITIAL I CORRECTION DETERMINATION: APPROVED ❑ APPROVED W/ CONDITIONS C:ROUTE -F DATE REVIEWERS INITIAL DATE DATE 12/9/97 DUE DATE 12/30/97 NOT APPROVED (attach comments) ❑ DUE DATE NOT APPROVED (attach comments) ❑ (Cerdfication of occupancy required. J.' c tibkwr t,zio kaELwarvir Ewa N34 � aJs PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0382 PROJECT NAME xuNKO's DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION El PLANNING DIVISION 0 PUBLIC WORKS • STRUCTURAL 0 PERMIT COORDINATOR Q I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE El COMMENTS TUES /TIiURS ROUTING: PLEASE ROUTE F1 NO FURTHER REVIEW REQUIRED ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL W I APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) 0 REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED I I APPROVED WI CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C :ROUTE -F NOT COMPLETE [J NOT APPLICABLE ❑ DATE 12 DATE DATE DATE 12/9/97 DUEDATE 12/16/97 7v) ,. DUEDATE 12/30/97 • DUEDATE (Certification of occupancy required, ) City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D97 -0382 (512) Re: Kinko's - 112 Andover Park East December 17., 1997 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. 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) 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) 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 John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number 2 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal . to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work'and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 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. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•404 • Fax: (206) 57$4439 MAR-02-1998 10: 07 g e I E DEUELOPMENT I GENERAL CONTRACTOR California Licertse 592163 AriZonriitcensell 112723 Washington Licensel ELIEDR•041D5 1370 INDUSTRIAL AVENUE SUITE F ' PETALUMA. CALIFORNIA 94952 PHONE 707-7624977 • FAX 707-7534715 „: ' ' • " • '• • , „ - TOTAL P.01 kinkois TUKWILA WASHINGTON REMODELED STORE KINKO'S CONSTRUCTION 255 WEST STANLEY AVE. P.O. BOX 8010 VENTURA CALIFORNIA 93002.8010 805-652 -4258 C 0 CONSULTANTS: TECTA ASSOCIATES 55 GRANT AVENUE SUITE 600 SAN FRANCISCO, CA 94108 415 - 362 -5857 213- 469 -2609 415 - 362 -5044 FAX REV�� JOB : 97312 DATE ; 11/21/97 moorrismoses SHEET TITLE TITLES SHEET NUMBER: T -1 • ARCHITECTURE • INTERIORS • PLANNING . � 'N hi I _ kii,„ kois TENSEN - CRIS w� _ Id s - -- h% n e,, . vo F , . (/// 1.1 110 /44 AlireV --- ..... Ot . R K .nT , . � TUKW!L_A WASHINGTON 11 � ; l .... . mP' °'e I .1. M 7 1 1 1 1 • . 1 u..aeM ^• ^^ __, \ ANDOVER PARK EAST N.T.S. Fu LE CC r.! I E , .,r ordinance. Receipt ct c_ ;,.._c,..,', d plans � /'!� Z� K . 1 I . a I I v' I CAL s , r,c P' /ILA VICINITY ITY MAP LOCATION PLAN D - 2 " Per, No GENERAL REQUIREMENTS LIST OF DRAWINGS PROJECT DATA RESPONSIBILITIES 1, THE AI,A, DOCUMENT, A -201, LATEST EDITION "GENERAL 13. THE CONTRACTOR SHALL PREPARE AND UPDATE CONSTRUCTION. CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" SHALL SCHEDULE. COMPLETION DATE MAY NOT BE EXTENDED PREVAIL. WITHOUT WRITTEN NOTICE. 2. SCOPE: A. PROVIDE ALL MATERIAL, EQUIPMENT AND LABOR TO COMPLETE THE WORK AS INDICATED ON THE DRAWINGS. 14. IF THE LOCATION OF THE WORK IS IN AN AREA B. IN GENERAL THE WORK INCLUDES BUT IS NOT LIMITED TO THAT MUST CONTINUE IN OPERATION DURING THE THE COMPLETE INTERIOR ALTERATIONS, PROGRESS OF THE WORK, THE CONTRACTOR IS TO PROVIDE THE CONTRACTOR SHALL SUBMIT PROPOSED CONSTRUCTION SCHEDULE MINIMUM INTERFERENCE WITH OPERATION. SEE SPECIAL CONDITIONS TO CONTRACT BASED ON THE WORK TIME REQUIREMENTS. 15. SPECIAL PRECAUTIONS AND TEMPORARY PARTITIONS 1. DEMOLISH EXISTING STRUCTURES AS SHOWN OR NOTED. S:' iSFACTORY TO THE OWNER AND ARCHITECT ..MUST BE 2. ALTERATION TO ELECTRICAL, MECHANICAL AND PLUMBING SYSTEMS. PROVIDED TO PROTECT THE OCCUPANTS OF THE BUILDING. AND 3. PATCH TO MATCH FINISHES AFFECTED BY THE NEW CONSTRUCTION. THE PUBLIC FROM ACCIDENTS IN CONNECTION WITH THE '!YORK. ALL NEW CONSTRUCTION ALIGNING W/ EXISTING SHALL BE SMOOTH AND FLUSH Wj EXISTING CONSTRUCTION. 16. CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL FLOOR AND ADJACENT SPACES TO OUTSIDE 4. NEW CONSTRUCTION AS ITEMIZED IN SCOPE OF RESPONSOBILITIES AND OF THE BUILDING AT ALL TIMES DURING CONSTRUCTION. ALL WORK INCIDENTAL TO COMPLETING THE SCOPE OF WORK. 17. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT AS SHOWN UNLESS OTHERWISE NOTED BY 3. CONTRACTORS SHALL VISIT THE SITE, CAREFULLY EXAMINE 1HE AREAS AFFECTED BY THE WORK AND FAMILIARIZE THEMSELVES OF THE CONDITIONS AND SHALL REPORT QUAL ITECT. ALL MATERIAL SHALL BE NEW AND OF THE BEST TO ARCHITECT ANY DISCREPANCIES OR OMMISSIONS WHICH WOULD INTERFERE WITH QUALITY. SATISFACTORY COMPLETION OF THE WORK PRIOR TO SUBMITTING BIDS. 18. CONTRACTOR SHALL INCLUDE ALL CUTTING, DRILLING ' AND 4. DIMENSIONS ARE SHOWN TO FINISH FACE. PATCHING REQUIRED TO PERMIT THE INSTALLATION OF HIS WORK AND HIS SUB - CONTRACTORS. 5. THE CONTRACTOR SHALL MAKE SURE THAT ALL TRADES WORK 19. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF CONFORMS TO THE LATEST FEDERAL, STATE ANTI cm( CODES WORK. OF ALL SUB - CONTRACTORS. AND ORDINANCES. 6. THE CONTRACTOR SHALL OBTAIN PERMITS BEFORE STARTING 20. ALL MATERIAL AND EQUIPMENT SHALL MEET APPLICABLE WORK AND OBTAIN APPROVALS OF ALL REGULATORY AGENCIES STANDARDS AS PUBLISHED BY ANSI AND NEMA AND SHALL BE UPON COMPLETION. LISTED BY U.L., WHERE REQUIRED, MEW NUMBERS MUST BE PROVIDED 21. ANY DAMAGES TO EXISTING PARTITIONS, FLOORS, CEILINGS 7. WHEN "APPROVED EQUAL " , "EQUAL T0," OR OTHER GENERAL QUALIFYING TERMS ARE USED, IT SHALL BE BASED UPON THE OR ANY PART OF THE BUILDING' OR EQUIPMENT CAUSED BY THE WORK OF THE CONTRACTOR SHALL BE MADE GOOD AT NO REVIEW AND APPROVAL BY KINKO'S CONSTRUCTION PRIOR TO ANY ADDITIONAL EXPENSE TO THE OWNER. PURCHASE OR INSTALLATION. 22. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE 8, THE CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS FOR FROM THE JOB SITE AND BROOM CLEAN DAILY, APPROVAL TO THE ARCHITECT AND OWNER PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR TO SUBMIT CUTS, SAMPLE AND 23. THE CONTRACTOR IS TO CONTROL CLEANING TO PREVENT DIRT FINISHES FOR WRITTEN APPROVAL PRIOR TO ORDERING OR FABRICATION, OR DUST FROM LEAVING THE JOB SITE AND INFILTRATING AREAS CONTRACTOR SHALL REVIEW SUBMISSIONS PRIOR TO SUBMITTAL NOT INVOLVED IN THE PROJECT. AND SHALL NOTE HIS APPROVAL ON SAME. THE CONTRACTOR SHALL PROVIDE THE ARCHITECT A MINIMUM OF FIVE (5) WORKING DAYS - TURNAROUND TO REVIEW SHOP DRAWINGS, TELEFAX SUBMISSIONS 24, WHEN REMOVING AN EXISTING OUTLET, CABLES ARE TO BE ARE ACCEPTABLE. REMOVED FROM ORIGINATING POINT AND A COVER PLATE TO BE INSTALLED AT THE WALL. IN CASE OF ELECTRIC OUTLETS, 9. THE WORD PR WIRES ARE TO BE REMOVED TO THE JUNCTION BOX, AND "PROVIDE" SHALL MEAN TO FURNISH AND INSTALL ALL MATERIALS '.NECESSARY' TO COMPLETE WORK IN CAPPED. COVER PLATE TO BE INSTALLED AT WALL REMOVE ALL ABADONED CONDUIT. ACCORDANCE WITH ACCEPTED CONSTRUCTION STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 25. ALL NEW, MODIFIED OR EXISTING OUTLETS ARE TO BE CIRCUITED TO CONFORM TO, APPLICABLE ELECTRICAL BUILDING CODES, - ' 10. ALL ITEMS SPECIFIED ARE TO ESTABLISH QUALITY OF WORK. PRODUCTS OF OTHER MANUFACTURERS EQUAL IN .DESIGN, COLOR - AND QUALITY MAY BE SUBSTITUTED IF APPROVED BY THE "6. THE CON SHALL, GUARANTEE THAT ALL WORK OF THIS ARCHITECT AS MEETING ESTABLISHED DESIGN AND FUNCTION CONTRACT IS FREE' FROM ALL DEFECTS; AND JS AS SPECIFIED. CRITERIA. ANY PROPOSED SUBSTITUTIONS MUST BE QUALIFIED SHOULD, ANY DEFECTS, WHICH CANNOT BE PROVEN TO HAVE AT BID SUBMISSION. CAUSED BY IMPROPER USE, DEVELOP WITHIN'. THE PERIO BEEN 1. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE OF ONE (1) Y EAR FROM THE DATE OF FINAL ACCEPTANCE ( ) BEST ACCEPTED TRADE PRACTICES AND AS PER OF WORK, SUCH DEFECTS SHALL BE MADE GOOD BY THE MANUFACTURERS RECOMMENDATIONS. CONTRACTOR, WITHOUT COST TO THE OWNER. 12, A COPY OF THE LATEST SET OF CONSTRUCTION DRAWINGS, 27. ALL EQUIPMENT PROVIDED SHALL HAVE A MINIMUM OF ONE (1) YEAR SPECIFICATIONS AND SHOP DRAWINGS SHALL BE KEPT AT THE WARRANTY FROM DATE OF ACCEPTANCE OF WORK. JOB SITE FOR REVIEW BY THE ARCHITECT. THESE DRAWINGS SHALL BE UPDATED WITH THE LATEST REVISIONS. 3 T-1 TITLES T -2 SPECIFICATIONS A -1 CONSTRUCTION PLANS A -2 DETAILS, SCHED'S & DATA LEGAL MC SOUTH 28.00 FEET OF TRACT 4, AND DESCRwnort TIE NORTH 200:00 FEET OF TRACT - 5 of THE PLAT OF ANDOVER INDUSTRIAL PARK NO.1 PARCEL NUMBER: 022300 ZONING:: OM H ZONE No.1 TYPE OF ' CONSTRUCTO TYPE V tui SCI ERED OCCUPANCY_ B nPPLICn 1991 UN FORM BUILDNG pEOIA1 CAL CODES: ELECTRICAL & PLUMBING Cone LOT SIZE 48,602 SF. ADDRESS • SOUTHCENTER BUILDING 112 ANDOVER PARK EAST TUKWLA, WASHINGTON AREA : 17,524 SQ. FT. TYPE OF CONSTRUCTION : TYPE V - I HOUR SPRINICLERED OCCUPANCY : g ARCHITECT : TECTA ASSOCIATES 55 GRANT AVENUE SUITE 600 SAN FRANCISCO, CA 94108 415 -362 -5857 415-362-5044 (FAX) �� X505- 74754FPd43 FURNISHED BY INSTALLED Y re+ANr as LL TB_APJT MG LL 1 DEMOLITION • • PARTITION & CEILING FRANK. • • GYPSUM BOARD • .A FLOOR COVERINGS (CARPET) • • INTERIOR PAINT • • OTHER FINISHES • • DOORS & WINDOWS • • HARDWARE • • CABINETRY (NOTE - 1) • • ELECTRICAL • • EQUIPMENT • • CLEANUP • • LIST OF SYMBOLS ABBREVIATIONS LETTER USED FOR BUILDING SECTIONS OR FOR ELEVATIONS SECTIONS OR DRAWING NUMBER WHERE ELEVATIONS SECTON OR ELEVATION APPEARS NUMBER FOR nETAI B ML -DRaW NC NUMBER WHERE DETAIL APPEARS . DETAIL NUMBER OR DETAIL ENLARGEMENT DRAWING NUMBER WHERE DETAIL APPEARS AA ALUMINUM ASSOCIATION INS INSULATE (0), (ION) AAM,A AMERICAN ARCHITECTURAL 1 2: INTERIOR ABOVE ASSOCIATION man�yc' ABOVE LENGTH L. Abn AIR CONDITIONING. M. LAVATORY AMERICANS WITH DISABILITIES ACT LAM. LAMINATE (D) ADUACEM LVR. LouvER 1.-w. ABOVE FINISHED FLOOR AL. ALUMINUM M. METER (S) DATA AN,S.I, AMERICAN NATIONAL STANDARDS M. MODEM U I INSTITUTE MANU TION PLAN M.FR: MANUFACTURE M) ex. CLOCK MRB. MARBLE Btxc. i i' Ex 0 MAX. MAXIMUM N OTES: 7, CONFIRM SCOPE 1N/ KINKO'S. BLOC. euILOING MIN. MINIMUM MIR. MIRROR . CABINET V- MIRING) CAB. EIUNC Mr. Mount (ED�, (INC) - CUR. CLEAR (ANCE) (N) NEw DLO. CLOSET NAAM,M. NAT ONAL ASSOCIATION OF CLS. CLOSURE ARCHITECTURAL METAL COL COLUMN MANUFAC URERS ELECTRIC NATIDRAWING CONC, CONCRETE M.A. AL AL CONE. CONFERENCE N,E. MANUFAC URER'S ' CONST. CONSTRUCTION ASSOCIATION I THE DOCUMENT TITLED KINKO'S, INC. BRANCH DESIGN HANDBOOK, BY KHQ MARKETING - DESIGN & IMAGE, MARCH I 1996 SHALL BE PART OF THESE BID & I CONSTRUCTION DOCUMENTS. IF ANY CONFLICTS EXIST BETWEEN INFORMATION AREA BEING ENLARGED DEFINED B Y - DOS LINE OETAL,ELE ALL ABE W FLASHING CONT. CONTINUOUS N.I.C. NOT. IN CONTRACT C.T. CERAMIC TILE N.T.S. NOT TO SCALE I PROVIDED HEREIN AND THE ABOVE MENTIONED CIR. COUNTER DOCUMENT, G.C. IS TO OBTAIN CLARIFICATION O,C O N H L R (s) NA F KINKO'S PROJECT MANAGER PRIOR TO D. DEEP/ DEPTH PIAM. PLASTIC LAM TE FROM D.F. DRINKI FOU NTAIN RwD' PLYWOOD I CONTRACT AWARD. DAM. DIME ER _ ERATOR RISER DIM. DIMENSION DN. LowN REFR. REFRIGERATOR o FlCn one / 011FRIOR; DRAWING NUMBER TSHERE E EVanoNS ELEV A,,,,,: EAS s s a ELEVATION NUMBERS ® Roots NUMBER. 0 DOOR FB1 NUMBER OEVISI NU ® PARTIRON TYPE EL. 4.52 2'2 FINIS m E L DR DOOR RM, ROOM S.V: SHEET VINYL E) EAT" IM: .. SIMILAR EA. EACH' B S I SQUARE Esc. ELEVATION L IL STD. STANDARD "ELEC. .ELECTTOR TOO, THICK (NESS) R, T . TREAD EMERDENCY ENTE IENC, ENCLOSE YRE TEL TELEPHONE ( ) T TOP OF SLA Eo EQUAL TIN: TOP OF WA LL P EXT. lca EXTERIOR TM? 7Y. F.D. FLOOR DRAIN U.L UNDERWRITER'S F.F. FINISHED FLOOR 'ABORATORIES, INC T GENERAL CONTRACTOR ,IS TO PROVIDE COMPLETE POWER & UTILITIES FOR AREA BAT OF WORK INCLUDING HVAC DUCT ALTERATIONS, I IF REQ'D, AND SPRINKLER RELOCATION, IF REVD ; POWER 8c DATA COMMUNICATION PER PLAN, AND ANY OTHER AFFECTED SYSTEMS. UN, UNFINISHED FF.L FINISHED FLOOR LINE UN FLU FINISH (ED)1 VON. UNLESS OTHERWISE NOTED FLR, FLOORE(ING) VEST. VESTIBULE FLUB. FLUORESCENT V VERIFY L FIELD 1�l� F.OS, FACE OF STUDS V VINYL TILE GA, GAGE, .GAUGE yT, WIDTH, WIDE e� G.C, GENERAL CONTRACT (OR) W/ WITH GL class, GLAZING wo 1 wrrFour FOR QUESTIONS ALL GYP, BD. GYPSUM BOARD wc WATER CLOSET x. HIGH'. KINKO'S CONSTRUCTION RECEIVeD . C. HANDICAPPED 805-652-4258 clFV OF TuKlu MLR. HEADER w HT. HEIGHT H VAC HEATING// DEC (199 VENT1LA TECTA ASSOCIATES A IR CONDITIONING PERMIT CFN r�P H.W.H. HOT, WATER HEATER 415-362 kinkois TUKWILA WASHINGTON REMODELED STORE KINKO'S CONSTRUCTION 255 WEST STANLEY AVE. P.O. BOX 8010 VENTURA CALIFORNIA 93002.8010 805-652 -4258 C 0 CONSULTANTS: TECTA ASSOCIATES 55 GRANT AVENUE SUITE 600 SAN FRANCISCO, CA 94108 415 - 362 -5857 213- 469 -2609 415 - 362 -5044 FAX REV�� JOB : 97312 DATE ; 11/21/97 moorrismoses SHEET TITLE TITLES SHEET NUMBER: T -1 • ARCHITECTURE • INTERIORS • PLANNING DEMOLITION, CUTTING, AND PATCHING 1.15 PERFORM ALL CU TING, FITTING, GAPING, AND PATCHING REQUIRED TO FIT WORK TOGETHER, PROVIDE ROUTINE PENETRATION OF NONSTRUCTURAL SURFACES FOR INSTALLATION OF DUCTS, PIPING, ETC. DO NOT CUT OR PENETRATE ANY STRUCTUAL MEMBER (POST, BEAM, ETC.) WITHOUT ARCHITECT'S PRIOR APPROVAL. REMOVE ALL EXISTING ITEMS NECESSARY TO .ACHIEVE THE FINAL PROJECT PER CONTRACT DOCUMENTS, WHETHER SPECIALLY CALLED OUT OR NOT. CONTACT ARCHITECT 0 REMOVAL IS NOT CLEAR BEFORE COMMENCING WORK. USE SAFE CUTTING AND DEMOLITION METHODS THAT WILL PREVENT DAMAGE TO OTHER WORK AND PROVIDE PROPER SURFACES TO RECEIVE INSTALLATION OR REPAIRS. RESTORE ALL NEW AND REMAINING FINISH SURFACES AFTER CUTTING OR DEMOLITION. NOTIFY ARCHITECT CF ANY DEFICIENT OR DETRIMENTAL CONDITIONS UNCOVERED DURING DEMOLITION. DO NOT COVER. CUTTING, BORING, AND NOTCHING 0 STUDS, JOISTS, AND RAFTERS SHALL NOT EXCEED UBC 2517, EXCEPT NO NOTCH SHALL EXCEED 50 PERCENT OF WIDTH. NO CUTTNG, BORING, OR NOTCHING SHALL BE DONE IN ANY COLUMN, BEAM, GIRDER, TRUSS MEMBERS, SHEAR WALL, OR OTHER S RUCTURAL MEMBER WITHOUT 'WRITTEN APPROVAL OF ARCHITECT OR ENGINEER. DO NOT CUT OR BORE PLATES IN SHEAR OR BEARING WALLS. PLATE HOLES IN OTHER WALLS SHALL MEET 08C 2517. SHALL BE LIMITED TO 50 PERCENT, AND SHALL BE REINFORCED WITH METAL STRAPS. QUALITY AND MATERIALS 1.17 MATERIALS AND EQUIPMENT SHALL BE NEW AND OF THE STANDARD KINDS PROVIDED FOR THE QUALITY SPECIFIED 00 REQUIRED (AND WILL INCLUDE ANY SPECIAL FEATURES SHCWN OR SPECIFIED). SECOND OR RERUN ITEMS ARE NOT PERMITTED, DELIVER MATERIALS IN MANUFACTURERS ORIGINAL PACKAGES, STAMPED OR MARKED PER CONTRACT DOCUMENTS. 1.18 MATERIAL SPECIFIED Bf REFERENCE TO NUMBER OR TITLE OF A SPECIFIC STANDARD (SUCH AS FEDERAL SPECIFICATION, TRADE ASSOCIATION STANDARD, ETC.) SHALL COMPLY WITH REQUIREMENTS OF THE LATEST REVISION, INCLUDNG AMENDMENTS OR SUPPLEMENTS. IN THE CASE OF CONFLICTS BETWEEN REFERENCES, CODES, REGULATIONS, OR CONTRACT DOCUMENTS, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN, 1. ;9 MATERIALS REQUIRING TESTING SHALL PASS MINIMUM STANDARDS GIVEN IN THIS DOCUMENT OR REQUIRED BY CODE, WHICHEVER IS MORE STRINGENT. 1.20 MINIMAL COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS IS INSUFFICIENT TO ASSURE ACCEPTANCE OF WORK. ALL WORK SHALL BE OF THE HIGHEST STANDARDS OF INDUSTRY. ONLY COMPETENT PEOPLE SHALL BE EMPLOYED, AND NO DEFECTIVE OR SUBSTANDARD MATERIALS SHALL BE USED. INCOMPLETE, DEFECTIVE, OR POORLY EXECUTED PRODUCTS SHALL BE REMOVED IMMEDIATELY AND REPLACED AT NO EXTRA COST. POOR PHYSICAL APPEARNCE, OR FAILURE TO MEET THE DESIGN INTENT OF THE CONTRACT DOCUMENTS WILL BE REJECTED BY ARCHITECT. 1.21 EACH CONTRACTOR AND SUBCONTRACTOR SHALL BE A KNOWLEDGEABLE AND HIGHLY SKILLED SPECIALIST IN HIS TRADE. EACH SHALL BE FULLY FAMILIAR WITH ALL PRODUCTS SPECIFIED AND ALL REQUIREMENTS FOR THEIR PROPER INSTALLATION. EACH TRADE SHALL REVIEW ALL SPECIFICATION SECTIONS, DRAWINGS, OTHER CONTRACT DOCUMENTS, AND FIELD CONDITIONS AND SHALL NOTIFY ARCHITECT OF ANY WORK THAT CANNOT PROPERLY INSTALLED, BE FULLY GUARANTEED, MEET THE DESIGN INTENT OF THE CONTRACT DOCUMENTS, OR FULLY COMPATIBLE WITH PRIOR OR SUBSEQUENT WORK OR EXISTING CONDITIONS, PRIOR TO BID SUBMITTAL. 1.22 TRADES THAT REQUIRE LICENSES, CERTIFICATION, SPECIAL TRAINING, OR MANFACTURERS' APPROVAL SHALL BE DONE ONLY WITH PERSONNEL WITH PROPER CREDENTIALS AND QUALIFICATIONS. PROVIDE MANUFACTURER OR SUPPLIER QUALIFIED PERSONNEL FOR ON -SITE OBSERVATIONS AS REQUIRED. 1.23 SECURE PRODUCTS 0 PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO WITHSTAND STRESSES, VIBRATION, AND RACKING. INSTALL SQUARE, PLUMB, LEVEL, TRUE TO LINE, AND INCORRECT RELATION TO ADJACENT MATERIALS. JOB ADMINISTRATION 1.24 CONTRACTOR AGREES THAT HE ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING PROJECT CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ARCHITECT AND ARCHITECT'S CONSULTANTS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH fHE PERFORMANCE OF WORK IN THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ARCHITECT, CONTRACTOR SHALL BE CONSTANTLY VIGILANT AND USE EXTRAORDINARY CARE TO AVOID HAZARDOUS CONDITIONS AND ENFORCE STRICT DISCIPLINE AMONG THE EMPLOYEES AND SHALL EXTEND HIS CARE BEYOND SITE, AS REQUIRED. 1.25 CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL 'WORK AND PERSONNEL FROM DAMAGE AND INJUURY, AND PROTECT THE OWNER'S PROPERTY FROM DAMAGE OR LOSS, ADEQUATELY PROTECT ADJACENT PROPERTY. PROVIDE AND MAINTAIN ALL PASSAGEWAYS, GUARD RAILS, LIGHTS, FACILITIES FOR PROTECTION, ETC., AS REQUIRED BY PUBLIC' AUTHORITIES OR LOCAL .ORDINANCES OR JOB CONDITIONS PROTECT TREES AND LANDSCAPE FEATURES NOT INDICATED TO BE REMOVED FROM CONSTRUCTION, TRAFFIC, STORED MATERIALS; DUMPING, CHEMICALLY INJURIOUS MATERIALS, PUDDLING, AND CONTINUOUS' RUNNING WATER.. DEWATER SITE, AND PROVIDE AND MAINTAIN NOISE, DUST, AND POLLUTION CONTROL. 1.26 KEEP SITE. NEAT, ORDERLY, AND CLEANED PERIODICALLY, SAFETY IS CONTRACTOR'S SOLE RESPONSIBILITY; HOWEVER, FOR APPEARNACE REASONS ARCHITECT MAY, AT ANY TIME, ORDER A SITE CLEANUP. DISPOSE: OF DEBRIS IN A SAFE, ACCEPTABLE MANNER IN ACCORDANCE WITH APPLICABLE LAWS AND ORDINANCES, DO NOT BURY OR BURN DEBRIS ON SITE. Dq7-O302_ 1.35 1.27 CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL REQUIRED TEMPORARY FACILITIES, AND FACILITIES REQUIRED FOR CONTRACT PERFORMANCE, MAINTAINED IN A SAFE AND SANITARY CONDITION UNTIL COMPLETION OF THE CONTRACT, WHEN ALL TRACES OF CONSTRUCTION SHALL BE REMOVE. 1.28 FURNISH AND PAY FOR ALL TEMPORARY UTILITY SERVICE REQUIRED, EXCEPT AS STATED BELOW. CONTRACTOR SHALL MAKE ALL TEMPORARY AND PERMANENT CONNECTIONS REQUIRED. HE SHALL KEEP ALL SYSTEMS IN GOOD ORDER AND SHALL MAKE NO PERMANENT CHANGE THAT I5 DETRIMENTAL 1.29 TRANSPORT, HANDLE, STORE, PROTECT, AND INSTAL MANUFACTURED ITEMS IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATON5 FOR PROPRIET-Y, PRODUCTS AND BEST TRADE STANDARDS FOR BUILt:ING MATERIALS. PROTECT PRODUCTS AND FINISHES FROM LAMAGE FROM CONSTRUCTION OPERATIONS. PROTECT AGAINST VIBRATION, WEATHER, TEMPERATURE AND MOISTURE; CONTRACTOR IS STRICTLY RESPONSIBLE FOR THE CONDITIONS. VENT,LATE AS REQUIRED. CONTRACTOR I5 STRICTLY R.PCNSIBLE FOR THE CONDITION OF ALL MATERIALS AND EQUIPMENT UNTIL FINAL COMPLETION DO NOT STORE FINISH MATERIALS OUT OF DOORS. PROTECT METAL PRODUCTS WITH WEATHERPROOF WRAPPINGS. SUBSTITUTIONS 1.29 CONTRACTOR MAY REQUEST A SUBSTITION FOR PRODUCTS NOTED OR EQUAL." THE REQUEST CONSTITUTES THAT THE CONTRACTOR: A. INVESTIGATED PROPOSED PRODUCT AND DETERMINED THAT IT I5 EQUAL OR SUPERIOR IN ALL RESPECTS TO THAT SPECIFIED. B. WILL PROVIDE THE SAME WARRANTIES FOR THE SUBSTITUTIONS AS FOR THE PRODUCTS SPECIFIED. C. WILL COORDINATE ACCEPTED SUBSTITUTION'S INSTALLATION INTO THE WORK AND MAKE OTHER SUBSTITUTIONS OR ADJJSTMENTS REQUIRED TO COMPLETE THE WORK IN ALL. RESPECTS. WAIVES CLAIMS FOR ADDITIONAL COSTS WHICH MAY SUBSEQUENTLY BECOME APPARENT. 1.30 THE BURDEN OF CONCLUSIVE PROOF OF EQUALITY IS UPON THE. CONTRACTOR. PROOF SHALL INCLUDE SUFFICIENT FACTUAL AND COMPARATIVE DATA, PERFORMANCE, AND TEST DATA OR INFORMATION NECESSARY TO ESTABLISH THAT THE REQUESTED SUBSTITUTION 15 CLEARLY EQUAL IN QUALITY, UTILITY, DURABILITY, STRENGTH, PERFORMANCE, FINISH, ARRANGEMENT, REPAIR AND MAINTAINENCE, COMPATIBILITY WITH OTHER EXISTING OR SPECIFIED ITEMS, AND ANY OTHER RELEVANT DATA. SUBSTITUTES MUST MEET THE DESIGN INTENT OF THE CONTRACT DOCUMENTS AND WILL BE REJECTED IF ARCHITECT JUDGES THAT THEY DO NOT. 1.31 DO NOT PURCHASE OR INSTALL ti PROPOSED SUBSTITUTION WITHOUT ARCHITECT'S WRITTEN APPROVAL. SUCH APPROVAL SHALL NOT RELIEVE CONTRACTOP OF ANY NECESSARY REPAIRS OR SUBSEQUENT DAMAGE COSTS OR REPLACEMENT WITH ORIGINALLY SPECIFIED PRODUCT SHOULD SUBSTITUTED' PRODUCT SUBSEQUENTLY PROVE NOT TO HAVE BEEN AN EQUAL OR NOT TO MEET THE DESIGN INTENT OF THE CONTRACT DOCUMENTS. PROJECT CLOSEOUT 1.32 THOROUGHLY CLEAN SITE AND ROOFS OF STICKS, RUBBISH, ETC. TEMPORARY TAPES, WRAPPINGS, COATINGS, PAPER LABELS AND OTHER ITEMS SHALL BE REMOVED. EXPOSED AND SEMI - EXPOSED SURFACES SHALL BE CLEANED, DUSTED, MOPPED, WASHED, WIPED, POLISHED AND BUFFED AS NECESSARY TO LEAVE THE WORK IN A NEW, CLEAN, IMMACULATE CONDITIONS, READY FOR USE UPON COMPLETION. 1.33 CLEANING METHODS FOR PROPRIETARY MATERIALS SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTION. CLEANING SOLUTIONS, AGENTS, SOLVENTS, WAXES, OR OTHER MATERIALS SHALL BE ONLY AS APPROVED BY THE MANUFACTURER OF THE MATERIAL INSTALLED IN THE WORK. PROVIDE CLEANING INSTRUCTIONS TO OWNER. 1.34 CONTRACTOR SHALL MAINTAIN ON THE JOBSITE AN ACCURATE RECORD CONSTRUCTON DRAWING SET COMPLETE WITH INVERT ELEVATIONS AND SPECIFICATIONS FOR ALL HIDDEN AND UNDERGROUND UTILITIES, SEPTIC, STORM DRAIN, OR OTHER SYSTEMS AND COMPONENTS. CONTRACTOR SHALL PROVIDE THE CORRECTED JOB SET, ALL OPERATING AND MAINTENANCE INSTRUCTIONS WARRANTIES, AND GUARANTEES REMEDIAL WORK. CONTRACTORS AND SUBCONTRACTORS SHALL PROVIDE A GUARANTEE, BE RESPONSIBLE FOR AND MAKE GOOD ALL DEFECTS DUE TO FAULTS OF LABOR OR MATERIALS IN THE CONTRACT WORK FOR A PERIOD OF 1 YEAR FOLLOWING THE COMPLETION OF THE STRUCTURE, THE STATUIOR" PERIOD FOR LATENT DEFECTS, A MANUFACTURER'S GUARANTEE, OR SPECIFIED PERIOD OF GUARANTEE, WHICHEVER I5 LONGER. CONTRACTORS AND SUBCONTRACTORS SHALL BE RESPONSIBLE SUBSEQUENT AND /OR INDIRECT COST AND DAMAGES CAUSED BY POOR WORKMANSHIP, SYSTEM FA'LURES, BREAKAGE, NEGLIGENCE, OR TH018 EMPLOYEES' IRRESPONSIBILITIES FOR A PERIOD 1 YEAR AFTER COMPLETION OR FOR THE LEGAL STATUTORY PERIOD, WHICHEVER 15 LONGER, REMEDIAL WORK MADE NECESSARY OWING TO FAULTY WORKMANSHIP OR MATERIALS WILL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. WORK WILL BE DONE AT SUCH TIME AND IN SUCH MANNER AS TO MINIMIZE CAUSES FOR INTERRUPTION OR INCONVENIENCE TO OWNERS OCCUPANCY WITHIN 1 WEEK OF ' NOTIFICATION. DEFINTIONS 1.36 "N.I.C." MENAS "NOT IN,. CONTRACT" AND'. REFERS TO ITEMS THAT WILL BE INSTALLED BY OTHERS AND /,OR AT A LATER DATE, BUT COORDINATION IS REQUIRED BY THIS CONTRACTOR, THE COST OF WHICH WILL BE INCLUDED'. IN BID.. 1.37 "U.O.N." MEANS "UNLESS OTHERWISE NOTED IN CONTRACT DOCUMENTS." 1.38 "INCLUDING" SHALL MEAN "INCLUDING AS A MINIMUM CONDITION BUT NOT LIMITED T0" IF USED TO SPELL OUT THE REQUIREMENTS A PRODUCT BUT SHALL NOT BE INTERPRETED TO MEAN THE ALLOWANCE OF "EQUAL" PRODUCTS OR ANY OTHER RELAXATION OF SPECIFICATIONS, DIVISION 2: SITE WORK GENERAL 2.01 ESTABLISH OR VERIFY LOCATION OF ANY EXISTING UTILITIES AND CONNECTION POINTS SERVING OR CROSSING PROPERTY, AND PROVIDE PROTECTION. SHOULD UNCHARTED OR INCORRECTLY LOCATED SUBSTRUCTURES OR UTILITIES BE FOUND, CONSULT WITH ARCHITECT IMMEDIATELY. CONTRACTOR 15 RESPONSIBLE FOR CONSULTING WITH EACH UTILITY TO DETERMINE THEIR REQUIREMENTS FOR CONNECTION, SERVICE LINES, LOCATION, FEES, PROCEDURES, ETC. DIVISION 3: CONCRETE 3.01 ALL CONCRETE CORING AND PATCHING IS TO BE DONE AS PER THE STANDARDS OF THE TRADES INVOLVED. COORDINATE WITH ALL SUBCONTRACTORS PRIOR TO CORING. FILL AND REINFORCE AS REQUIRED BY THE LOCAL AUTHORITIES, CODES. AND STANDARDS OF THE TRADE. DIVISION 5: MISCELLANEOUS METALS 5.01 PROVIDE AND INSTALL GRID SYSTEM COMPLETE FOR ACOUSTIC CEILING TILE SYSTEM. 5.02 INCLUDE ALL ACCESSORIES, SUCH AS BRIDGING, TRACK, ETC. PROVIDE ALL MISCELLANEOUS BOLTS, CLIPS, ANCHORS, ANGLES, BRACKETS, SLEEVES, FASTENERS AND OTHER METAL ITEMS AS REQUIRED. DIVISION 6: CARPENTRY 6.01 PROVIDE NEW LUMBER BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER WHICH IT WAS PRODUCED. 6.02 GRADES OF LUMBER SHALL CONFORM TO WESTERN WOOD PRODUCTS ASSOCIATION STANDARD P5 20 -70 OR APPROVED EQUAL. ALL LUMBER SHALL BE MARKED WITH PROPER GRADE. 6.03 1, STRUCTURAL MEMBERS SHALL BE WESTERN WOOD PRODUCTS ASSOCIATION NO. 1, DOUGLAS FIR OR EQUAL. 6.03 II. STUDS, PLATES AND OTHER SIMILAR MEMBERS SHALL BE WESTERN WOOD .PRODUCTS ASSOCIATION NO, 2, DOUGLAS FIR OR EQUAL. 6.03 III. MISCELLANEOUS BLOCKING AND FURRING SHALL BE WESTERN WOOD PRODUCTS ASSOCIATION STANDARD GRADE DOUGLAS FIR OR EQUAL - FIRE TREATED. 6.04' MAXMUM MOISTURE CONTENT (MC) FOR ALL LUMBER SHALL BE 19 %. 6.05 ALL LUMBER SHALL BE SOUND, WELL MANUFACTURED, WELL SEASONED, COMMERCIALLY DRY AND FREE FROM WARP. 6.06 ALL PLYWOOD. TO. CONFORM U.S. PRODUCT STANDARD PS 1 -74 SOFTWOOD PLYWOOD, "CONSTRUCTION. AND INDUSTRIAL" GRADE - FIRE TREATED. 6.07 LAYOUT, FILL AND ERECT FRAMING FOR ROUGH AND FINISHED WORK. INSTALL .BLOCKING, NAILERS FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS REQUIRED. BRACE, PLUMB AND LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY SECURE IN PLACE WITH SUFFICIENT NAILS SPIKES, SCREWS AND BOLTS AS NECESSARY. 6.08 FURNISH AND INSTALL ALL FURRING SUPPORTS. 6.09 FURNISH AND INSTALL ALL GROUNDS OR BLOCKING REOUIRED. 6.10 FURNISH AND INSTALL ALL ROUGH HARDWARE ANCHORS, BOLTS, ETC., AS REQUIRED FOR CARPENTRY WORK. DIVISION 7: SEALANTS 7.01 A1OL SEALANTS SHALL BE SILICONE CONFORMING WITH FEDERAL SPECIFICATIONS TT- S- 01543A; CLASS A. 7.02 THE CONTRACTOR SHALL VERIFY THAT THE SEALANATS USED ARE APPROPRIATE FOR THE INTENTED APPLICATION. 7.03 ALL SEALANTS... SHALL BE INSTALLED WITH FILLER OR ..BACKER ROD (CLOSED CELL. OR LOW DENSITY OPEN CELL ETHAFOAM, COMBRIBAND, OR'.. 50NOFOAM). AND TOOLED AS PER MANUFACTURERS RECOMMENDATIONS. 7.04 ALL SEAIANAT .JOINTS SHALL BE SIZED SUCH THAT THEY WILL BE WITHIN THE MINIMUM /MAXIMUM 5120 RECOMMENDED BY THE MANUFACTURER.' I 7.05 THE COLOR OF THE SEALANTS EXPOSED TO VIEW SHALL BE SELECTED BY THE ARCHITECT. 7.06 CAULKING AND SEALING SHALL BE GUARANTEED FOR 2 YEARS. DIVISION 8: DOORS AND HARDWARE 8.01 INSTALL ALL DOORS, FRAMES HARDWARE, RELATED PARTS AND MATERIALS AS INDICATED IN DRAWINGS. 8.02 FABRICATE AND ERECT TRUE, BLUMB AND SQUARE AS SPECIFIED, DETAILED AND AS PER MANUFACTURERS RECOMMENDATIONS. 8.03 DOOR SIZES ARE NOMINAL, ALLOW FOR CLEARANCE AND ANY UNDERCUT. 8.04 THE HARDWARE SUPPLIER SHALL VERIFY THAT THE SPECIFIED HARDWARE ITEMS ARE APPROPRIATE, SHALL FUNCTION AS INTENDED, AND CONFORM WITH ALL CODES AND STANDARDS INCLUDING ACCESS, EGRESS AND HANDICAPPED REQUIREMENTS. 8.05 THRESHOLDS AND SADDLES SHALL BE PEMKO OR APPROVED EQUAL. 8.06 ALL INTERIOR DOORS SHALL RECEIVE LEVER HARDWARE. 8.07 FINISH ON ALL HARDWARE IS TO BE SATIN ALUMINUM. 8.1: GLASS AND GLAZING 8.1.1 DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH WORK. 8.1.2 ALL DETAILS. ARE TO COORDINATED WITH THE STRUCTURAL FRAMING AND OTHER BUILDING COMPONENTS; INCLUDING INTERIOR FINISHES, AND OTHER RELATED BUILDING ITEMS IN ORDER TO PROVIDE, A COMPLETE ENCLOSURE OF FINISH MATERIALS. STRUCTURAL AND FIREPROOFING REQUIREMENTS SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. 8.1.3 ATTACHMENT AND SEALANT DETAILS FOR THE GLASS ARE SHOWN SCHEMATICALLY AND REINTENDED TO ESTABLISH PERFORMANCE AND MATERIAL QUALITIES DESIRED. (SEE DRAWINGS). 8.1.4 COORDINATE LOCATION OF GLASS, SEALANT POSITION AND COMPATIBILITY OF SEALANT WITH ADJACENT WORK, INCLUDING FINISH MATERIALS. AND OTHER CONTINUOUS SEALANTS. 8.1.5 PROVIDE FOR EXISTING CONSTRUCTION TOLERANCES PRIOR TO GLASS INSTALLATION, 8.1.6 STOREFRONT GLASS: SHALL BE ENGINEERED SAFETY GLASS THAT SHALL CONFORM TO ALL STATE AND LOCAL CODES. THICKNESS SHALL BE DETERMINED BY CONTRACTORS ENGINEERING ANALYSIS. NUMBER OF PIECES AS INDICATED ON DRAWINGS, CAREFULLY COORDINATE EXACT SIZE REQUIRED. GLASS MUST BE FIELD MEASURED BY SIZING CONTRACTOR. 8.2 ALUMINUM WINDOWS 8.2.1 EXCEPT AS OTHERWISE INDICATED, THE REQUIREMENTS FOR ALUMINUM WINDOWS AND THE TERMINOLOGY AND STANDARDS OF PERFORMANCE, FABRICATION, AND WORKMANSHIP ARE THOSE' SPECIFIED AND RECOMMENDED IN ANSI A134.1' AND THE APPLICABLE GENERAL RECOMMENDATIONS PUBLISHED BY AAMA, ANAAMM AND AA. 8.2.2 PROVIDE MANUFACTURERS STANDARD FABRICATION AND ACCESSORIES, EXCEPT TO THE EXTEND MORE SPECIFIC, MORE STRINGENT REOUIREMENTS ARE INDICATED. INCLUDE COMPLETE SYSTEM FOR ASSEMBLY OF COMPONENTS AND ANCHORAGE OF WINDOW UNITS, AND PREPARE SASH FOR GLAZING. 8.2.3 THE REQUIRED SIZES. FOR WINDOW UNITS AND THE PROFILE REQUIREMENT ARE SHOWN ON THE DRAWINGS. VARIABLE DIMENSIONS (IF ANY) ARE INDICATED ALONG WITH THE MAXIMUM AND THE MINIMUM DIMENSIONS AS REOUIRED TO ACHIEVE DESIGN REQUIREMENTS AND COORDINATION WITH OTHER WORK. 8.2.3 I THE DETAILS SHOWN ARE BASED UPON STANDARD DETAILS BY ONE OR MORE MANUFACTURERS. IT IS INTENDED THAT SIMILAR DETAILS BY OTHER MANUFACTURERS WILL BE ACCEPTABLE, PROVIDED THEY COMPLY WITH THE SIZE REQUIREMENT',,, AND WITH MINIMUM /MAXIMUM PROFILE REQUIREMENTS AS SHOWN. 8.03 COMPLY WITH MANFACTURERS SPECIFICATIONS AND RECOMMENDATIONS FOR YIE INSTALLATIONN OF WINDOW UNITS, HARDWARE, OPERATIOR AND OTHER COMPONENTS OF THE WORK. 8.04 SET UNITS PLUMB, LEVEL, ,1ND TRUE TO LINE, '.WITHOUT WARP OR CRACK OF FRAMES OR SASH. ANCHOR SECURELY IN PLACE. SEPARATE ALUMINUM AND OTHER CORRODIBLE METAL SURFACES FROM SOURCES OF CORROSION OR ELECTROLYTIC ACTION AT POINTS OF CONTACTS WITH OTHER MATERIALS. 8.051, SET SILL MEMBERS AND OTHER MEMBERS IN ABED OF COMPOUND AS SHOWN OR JOINT FILLER. OR GASKETS' AS SHOWN TO PROVIDE,. WEATHERTIGHT CONSTRUCTION. DIVISION 9: 'FINISHES' 9.1 GYPSUM DRYWALL: 9.1.1 FURNISH AND INSTALL ALL GYPSUM DRYWALL AND SYSTEMS COMPETE WITH PARTITION FRAMING, CEILING SUSPENSION SYSTEM AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 9.1.2 GYPSUM DRYWALL: U.S. GYPSUM 5/8" THICK SHEET ROCK PANELS OF STANDARD QUALITY. U.S. GYPSUM 5/8" TYPE "X ". 9.1.3 FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE, PER MANUFACTURER'S RECOMMENDATIONS, 9.1.4 METAL ACCESSORIES: U.S. GYPSUM OR GOLD BOND SYSTEM OF COMPONENTS AND PERFORATED TAPE. 9.1.6 WOOD BLOCKING SHALL BE PROVIDED BY THE DRYWALL CONTRACTOR. (FIRE TREATED). 9.1.7 SPACE 8 GA. HANGER WIRES AT 48" O.C. ALONG CARRYING CHANNELS AND WITHIN 6" OF ENDS OF CARRYING- CHANNEL RUN. IN CONCRETE, ANCHOR HANGERS BY A, TACHMENT TO REINFORCING STOOL, BY LOOPS EMBEDDED AT LEAST 2" OR BY APPROVED INSERTS, 9.1.8 INSTALL 1 1/2" CARRYING CHANNELS 48" 0.C. AND WITHIN 6" OF WALLS. POSITION CHANNELS FOR PROPER CEILING HEIGHT, LEVEL, AND SECURE WITH HANGER WIRE SADDLE -TIED ALONG CHANNEL. PROVIDE 1" CLEARANCE BETWEEN RUNNERS AND ABUTTING WALLS AND PARTITIONS. AT CHANNEL SPLICES, INTERLOCK FLANGES, OVERLAP ENDS 12" AND SECURE EACH END WITH DOUBLE - STRAND 18 GA, TIE WIRE. 9.1.9, ERECT ..METAL FURRING CHANNELS AT RIGHT ANGLES TO 1 1/2" CARRYING CHANNELS OR MAIN SUPPORT. MEMBERS. SPACE FURRINGS (16" 0.C. AND WITHIN 6" OF WALLS). PROVIDE 1" CLEARANCE BETWEEN FURRING TO CARRYING' CHANNELS WITH CUPS OR SADDLE -BE TO SUPPORTS WITH DOUBLE - STRAND 10" GA. TIE WIRE. 9.1.10 AT LIGHT TROFFERS OR ANY OPENING THAT INTERRUPT THE CARRYING OR FURRING CHANNELS, INSTALL ADDITIONAL CROSS REINFORCING TO RESTORE LATERAL STABILITY OR GRILLAGE. 9.2 GYPSUM BOARD APPLICATION: 9.2.1 FRAMING MEMBERS: EXAMINE ALL SURFACES TO RECEIVE GYPSUM BOARD. AND MAKE CERTAIN THAT FRAMING IS PLUMB AND TRUE. • 9.2:1 A. THE FASTENING SURFACE OF ANY FRAMING OR FURRING MEMBER SHALL NOT VARY MORE THAN 1/8" FROM THE PLANE OF FACES OF ADJACENT FRAMING: OR "FURRING MEMBERS. 9.2.2 CUTTING: CUT GYPSUM BOARD BY SCORING OR BY SAWING, WORKING FROM THE FACE SIDE. WHEN CUTTING BY SCORING, THE PAPER FACE SHALL BE CUT WITH A KNIFE. 9.2.2 A. NEATLY CUT GYPSUM BOARD TO FIT ALL OUTLETS AND SWITCH BOXES. WHERE GYPSUM BOARD MEETS PROJECTING SURFACES, SCRIBE AND NEATLY CUT. 9.3 APPLICATION: 9•3.1 APPLY SINGLE -LAYER GYPSUM BOARD WITH LONG DIMENSION PARALLEL TO FRAMING MEMBERS, AND ALL ABUTTING ENDS OVER'. FRAMING MEMBERS. STAGGER END JOINT. 9.3,2' SCREW SPACING: SPACE SCREWS AT MINIMUM OF 8" 0.C. AROUND THE PERIMETER AND 12" 0.C., ON THE INTERDDEDIATE STUDS. SPACE SCREWS AS REQUIRED TO MEET FIRE RATING REQUIREMENTS. 9.3.3 GYPSUM BOARD OF THE MAXIMUM PRACTICABLE LENGTH SHALL BE USED TO MINIMIZE END JOINTS. ALL END JOINTS SHALL BE NEATLY FILED AND STAGGERED. JOINTS ON OPPOSITE SIDE OF THE PARTITIONS SHALL BE 50 ARRANGED AS TO OCCUR ON DIFFERENT STUDS. 9.3.4 AT DOOR OPENINGS, CUT GYPSUM BOARD SO THAT NO JOINTS OCCUR WITIN 12" OF THE UPPER CORNERS OF DOOR OPENINGS. 9.3.5 A. MEAL TRIM: INSTALL SECURELY, PLUMB AND TURE IN ACCORD WITH MANUFACTUREER'S INSTRUCTIONS. 9.3.5 B. PROVIDE METAL CORNER BEAD AT ALL EXTERNAL ANGLES. 9.3.5 C. PROVIDE METAL EDGE TRIM AT ALL EXPOSED EDGES OF GYSUM BOARD FACE AAYER. 9.04 PAINTING, FINISHING AND WALL COVERING: 9.4.1 THE INTENT IS TO PROVIDE A SATISFACTORY FINISH TO ALL PARTS, OF THE PROJECT. WHETHER .NOTED HEREIN OR NOT, UNLESS' ,SPECIFICALLY, STATED OTHERWISE. .COVER ALL SURFACES THOROUGHLY. IF THE ':NUMBER OF COATS SPECIFIED DOES NOT ACCOMPLISH THE INTENT, THEN APPLY ADDITIONAL , COATS TO GIVE SATISFACTORY COVERAGE. 9.4.2 STAINLESS STEEL, CHROME PLATED SURFACES AND OTHER BRIGHT METAL FINISHES SHALL NOT BE PAINTED UNLESS OTHERWISE DIRECTED. 9.4.3 USE ONLY PAINT AND REALATED MATERIALS OF THE MANUFACTURERS SPECIFIED. 9.4.4 CLEAN ALL SURFACES TO BE PAINTED OF LOOSE DIRTS, GREASE AND DUST BEFORE WORK I5 STARTED, 9.4.5 PAINTED DRYWALL TO RECEIVE ONE COAT LATEX PRIMER AND TWO COATS OF SPECIFIED PAINT UNLESS OTHERWISE NOTED. TINT PRIMER TO APPROXIMATE SHADE OF THE FINAL COAT. TOUGH -UP ALL SUCTION SPOTS OR HOT SPOTS AFTER APPLICATION OF FIRST COAT, AND BEFORE APPLYING': SECOND COAT, TO PRODUCE AND EVEN RESULT IN THE FINISH COAT. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR RECOAT TIME. 9.4.6 WASH ALL METAL SURFACES WITH MINERAL SPIRITS TO REMOVE ALL DIRT AND GREASE BEFORE APPLYING FINISH. WHERE RUST AND /OR SCALE IS PRESENT, WIRE BRUSH OR SAND CLEAN BEFORE APPLYING, 9.4.7 PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APE LYING. 9.4.8 SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 9.4.9 BEFORE STARTING FINISH WORK, REMOVE HARDWARE ACCESSORIES, PLATES, LIGHTING FIXTURES AND SIMILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR SUCH ITEMS. 9.4.10 WOOD DOORS: SEAL BOTTOMS, TOPS AND EDGES, SAND ALL WOOD FACES OF DOORS BEFORE FINISHING. 9.4.11 PAINT ALL REGISTERS, LOUVERS, GRILLES, EXPOSED PIPING, ACCESS DOOR' VENTS, EQUIPMENT MOUNTING BOARDS, ETC., PAINT TO MATCH ADJACENT WORK UNLESS OTHERWISE NOTED OR DIRECTED. 9.4.12 SAND ENAMELLED FINISH APPLIED TO WOOD OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE AN EVEN, SMOOTH FINISH: 9.4.13 MAKE FINISH WORK UNIFORM WITH APPROVED FINISH, SMOOTH FREE OF RUNS, SAGS AND DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVER LAPPING. DIVISION 15: MECHANICAL 15.1 WORK MUST CONFORM TO ALL CODE AND LANDLORD /MALL REQUIREMENTS. DIVISION 16: ELECTRICAL 16.1 WORK MUST CONFORM TO ALL CODE AND LANDLORD /MALL REQUIREMENTS. 16.2 MECHANICAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, Cf1Y OF TUK DEC O19 5 PERMIT CEN IEf' kinitois TUKWILA WASHINGTON REMODELED STORE KINKO'S CONSTRUCTION 255 WEST STANLEY AVE. P.O. BOX 8010 VENTURA CALIFORNIA 93002.8010 805 - 652 -4258 ca 0 CONSULTANTS: TECTA ASSOCIATES 55 GRANT AVENUE SINE 600 SAN FRANCISCO, CA 94108 415 - 362 -5857 213- 469 -2609 415-362 -5044 FAX REVISIONS: JOB : 97312 DATE : 11/21/97 • ARCHITECTURE •.: INTERIORS • PI.AMMIRO SHEET TITLE: SPECIFICATIONS SHEET NUMBER: T -2 O (DE- Z Z B O O W J 0 m CC z a: au) 1.� W < W cc . O Q LL O Z O < co CI F- T PATCH (E1 ClG GAIDS � AND REPLACE nLES AS AEO'D REFLECTED CEILING PLAN FIXTURE AND EQUIPMENT PLAN 2 -DATA 2 DATA '2 -MTA ; 2 -DATA 2 DATA '. 2 -MODEM 2 MODEM 2 -MODEM ! '2- MO 2 MODEM �BIA1 WA11 CONSTRUCTION, POWER, DATA & COMMUNICATION PLAN N 1/4 -0• REFIACE (E) UGHT FlXIURE RE_ A1E (E) UGN1 FIXTURES Egrf SOFFIT OB' -D• AFF NL UGHIIM1G i0 COMPLY W J WASHGIOH STALE OATORY M ENERGY COMPWNCE 4RFA DF HEN REFERENCE PLAN - TENANT SPACE WALL LEGEND: EXISTING WALL FO BE REMOVED. EX1_TI146 WALL TO REMAIN. FINAL GOAT TO BE SKIM COATED AI, DRYWALL TOPPING COMPOUND. NO TEXTURE ALLOWED. NEW INTERIOR PART - ITION NW 3 5/B" 25 6A. METAL STUDS 16° O.G. W/ 5/6" TYPE X GYPSUM BOARD EA. SIDE FROM SLAB TO 6' ABOVE HNFa CEILING. FINAL COAT TO BE SKIM COATED W/ DRYWALL TOR L . COMPOUND. NO TEXTURE ALLOYED. 602 -E630 -CDR EXISTING OFFICE p,ID 0£99 -ZD9 ECURTY 5 -3615 602? 4524 -DRL immni0 ®i■®11 1/4 ALL AISLES '6 WALKWAYS BETWIEEN CABINETRY • iTAJJ_5 4' EQUIPMENT. SHALL BE 3' -0" MIN: UA.N.. NOTE: ALL. LIGHTING tiALL BE ENERSY EFFICIENT: REPLACE NON - CONFORMING. WITH EI•ERSY SAVING FIXTURES; INCL.. ELECTRONIC BALLASTS. 101 - 4832 -PC MACHINE LEGEND: 1�1 7[2' FLUORESCENT PRISMATI�• 2•R4' RECESS ' PRISMA C 2 X 4 T BAR & ACOUSTICAL TILE SUSPENDED CEILING SYSTEM NEW FIXTURE RELOCATED FIXTURE EXISTING FIXTURE DUPLEX OUTLET FOUR PTE% OUTLET. STANDARD FIXTURE kinkois TUKWILA WASHINGTON REMODELED STORE KINKO'S CONSTRUCTION 255 WEST STANLEY AVE. P.O. BOX 8010 VENTURA CALIFORNIA 93002.8010 805- 652 -4258 VJ 0 s Z CONSULTANTS: ' !`Its: • ARCHITECTURE • INTERIORS • PLArr.•1G TECTA ASSOCIATES N ® 55 GRANT AVENUE SURE 600 SAN FRANCi&GGO, CA 94108 3 /8 415-362-5857 213- 469 -2609 415-362-5044 FAX REVISIONS: JOB : 97312 DATE : 11/21/97 SHEET TITLE CONSTRUCTION PLANS SOUTH CENTER BUILDING I so-a•0 x]4N•0 x3ab•RJ sb' -o•2J tw-o•l•J z15o•21 x240.0 -I 10 -O• , FIXTURE UGNT -W' II . 1 L. LL1 RGOM r c AK _____ a '_- / 1 gl II \\ _ ELECT. RLaM •2 unit N T GRP SE -SERVE FER )]� PA ,. GJ3�?� ($ Il 1. j ff LI Wig o eD I FULL EffEca D I, I 1 4 F SERVE I ,© 19a, - / \' .:.:.I' / EEarns SELF -SERVE II _ - mMPUicR �E srvr it caw HALLAAY 'r2 ^ it VIDEO -----fl UM 1 II �� NMI ,a®aae „ x ,, . _ A PATCH (E1 ClG GAIDS � AND REPLACE nLES AS AEO'D REFLECTED CEILING PLAN FIXTURE AND EQUIPMENT PLAN 2 -DATA 2 DATA '2 -MTA ; 2 -DATA 2 DATA '. 2 -MODEM 2 MODEM 2 -MODEM ! '2- MO 2 MODEM �BIA1 WA11 CONSTRUCTION, POWER, DATA & COMMUNICATION PLAN N 1/4 -0• REFIACE (E) UGHT FlXIURE RE_ A1E (E) UGN1 FIXTURES Egrf SOFFIT OB' -D• AFF NL UGHIIM1G i0 COMPLY W J WASHGIOH STALE OATORY M ENERGY COMPWNCE 4RFA DF HEN REFERENCE PLAN - TENANT SPACE WALL LEGEND: EXISTING WALL FO BE REMOVED. EX1_TI146 WALL TO REMAIN. FINAL GOAT TO BE SKIM COATED AI, DRYWALL TOPPING COMPOUND. NO TEXTURE ALLOWED. NEW INTERIOR PART - ITION NW 3 5/B" 25 6A. METAL STUDS 16° O.G. W/ 5/6" TYPE X GYPSUM BOARD EA. SIDE FROM SLAB TO 6' ABOVE HNFa CEILING. FINAL COAT TO BE SKIM COATED W/ DRYWALL TOR L . COMPOUND. NO TEXTURE ALLOYED. 602 -E630 -CDR EXISTING OFFICE p,ID 0£99 -ZD9 ECURTY 5 -3615 602? 4524 -DRL immni0 ®i■®11 1/4 ALL AISLES '6 WALKWAYS BETWIEEN CABINETRY • iTAJJ_5 4' EQUIPMENT. SHALL BE 3' -0" MIN: UA.N.. NOTE: ALL. LIGHTING tiALL BE ENERSY EFFICIENT: REPLACE NON - CONFORMING. WITH EI•ERSY SAVING FIXTURES; INCL.. ELECTRONIC BALLASTS. 101 - 4832 -PC MACHINE LEGEND: 1�1 7[2' FLUORESCENT PRISMATI�• 2•R4' RECESS ' PRISMA C 2 X 4 T BAR & ACOUSTICAL TILE SUSPENDED CEILING SYSTEM NEW FIXTURE RELOCATED FIXTURE EXISTING FIXTURE DUPLEX OUTLET FOUR PTE% OUTLET. STANDARD FIXTURE kinkois TUKWILA WASHINGTON REMODELED STORE KINKO'S CONSTRUCTION 255 WEST STANLEY AVE. P.O. BOX 8010 VENTURA CALIFORNIA 93002.8010 805- 652 -4258 VJ 0 s Z CONSULTANTS: ' !`Its: • ARCHITECTURE • INTERIORS • PLArr.•1G TECTA ASSOCIATES N ® 55 GRANT AVENUE SURE 600 SAN FRANCi&GGO, CA 94108 3 /8 415-362-5857 213- 469 -2609 415-362-5044 FAX REVISIONS: JOB : 97312 DATE : 11/21/97 SHEET TITLE CONSTRUCTION PLANS SOUTH CENTER BUILDING MG -I 10 -O• , FIXTURE UGNT -W' II . L. r - RIM: * 11 '_- / \\ _ ± 10' -0'I it UM 1 II PATCH (E1 ClG GAIDS � AND REPLACE nLES AS AEO'D REFLECTED CEILING PLAN FIXTURE AND EQUIPMENT PLAN 2 -DATA 2 DATA '2 -MTA ; 2 -DATA 2 DATA '. 2 -MODEM 2 MODEM 2 -MODEM ! '2- MO 2 MODEM �BIA1 WA11 CONSTRUCTION, POWER, DATA & COMMUNICATION PLAN N 1/4 -0• REFIACE (E) UGHT FlXIURE RE_ A1E (E) UGN1 FIXTURES Egrf SOFFIT OB' -D• AFF NL UGHIIM1G i0 COMPLY W J WASHGIOH STALE OATORY M ENERGY COMPWNCE 4RFA DF HEN REFERENCE PLAN - TENANT SPACE WALL LEGEND: EXISTING WALL FO BE REMOVED. EX1_TI146 WALL TO REMAIN. FINAL GOAT TO BE SKIM COATED AI, DRYWALL TOPPING COMPOUND. NO TEXTURE ALLOWED. NEW INTERIOR PART - ITION NW 3 5/B" 25 6A. METAL STUDS 16° O.G. W/ 5/6" TYPE X GYPSUM BOARD EA. SIDE FROM SLAB TO 6' ABOVE HNFa CEILING. FINAL COAT TO BE SKIM COATED W/ DRYWALL TOR L . COMPOUND. NO TEXTURE ALLOYED. 602 -E630 -CDR EXISTING OFFICE p,ID 0£99 -ZD9 ECURTY 5 -3615 602? 4524 -DRL immni0 ®i■®11 1/4 ALL AISLES '6 WALKWAYS BETWIEEN CABINETRY • iTAJJ_5 4' EQUIPMENT. SHALL BE 3' -0" MIN: UA.N.. NOTE: ALL. LIGHTING tiALL BE ENERSY EFFICIENT: REPLACE NON - CONFORMING. WITH EI•ERSY SAVING FIXTURES; INCL.. ELECTRONIC BALLASTS. 101 - 4832 -PC MACHINE LEGEND: 1�1 7[2' FLUORESCENT PRISMATI�• 2•R4' RECESS ' PRISMA C 2 X 4 T BAR & ACOUSTICAL TILE SUSPENDED CEILING SYSTEM NEW FIXTURE RELOCATED FIXTURE EXISTING FIXTURE DUPLEX OUTLET FOUR PTE% OUTLET. STANDARD FIXTURE kinkois TUKWILA WASHINGTON REMODELED STORE KINKO'S CONSTRUCTION 255 WEST STANLEY AVE. P.O. BOX 8010 VENTURA CALIFORNIA 93002.8010 805- 652 -4258 VJ 0 s Z CONSULTANTS: ' !`Its: • ARCHITECTURE • INTERIORS • PLArr.•1G TECTA ASSOCIATES N ® 55 GRANT AVENUE SURE 600 SAN FRANCi&GGO, CA 94108 3 /8 415-362-5857 213- 469 -2609 415-362-5044 FAX REVISIONS: JOB : 97312 DATE : 11/21/97 SHEET TITLE CONSTRUCTION PLANS SOUTH CENTER BUILDING FINISH SCHEME B LAMMATEOCLOF` DAKOTA ROCK 250 FOLD CAPACITY GRAB BAR 9YMIXJL I' MATEiN. MANLFACILfER Ml�i I BfOE �pAI D®CIPITEN WALLS ¢-- DABET 4— 5" MIN, ❑ menarrohE GET TOMS CPT-2 CAFFET MM.' BBOB30 WHOM kW= BLUE TOWN CPT-2 B2 0 elEreallW 40 14011PEI GWB PT, 0 CT -1 - ip-, 0.1 VDT 'WA .b-,E MED - GRAMM GRAY 4 x Dr o i i ARMSTRONG INFLATE rc i .1 CONDE CRAM. -r ,' m \ 0.b - \ t___ XL, =HOLDER \ WITHOUT STpFS `_ I' -5" - I' -1' TO TOP OF TOILET .AT CLEAR OYOU OWE T DFGA NO R-f in MEND P.QE 040 !ERE T 9Ni A 1110 BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12° IN DIAMETER W/ A 1/4' THICK TRIANGLE S'OPERIMPOS. ON THE CIRCLE AND WITHIN THE 12' DIAMETER. THEE GEOMETRIC SYMBOLS SHALL . CENTERED ON THE DOOR AT THE HEIGHT OF 6D" AND THEIR COLOR AND CONTRASTS SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRASTS OF THE DOOR LAVATORIES: O ° 2' -10' IS THE RECOMMENDED HEIGHT FROM THE FLOOR TO THE TOP OF THE < LAVATORY. INSULATE OR COVER ALL HOT HATER AND DRAIN PIPES. UNDER LAVATORY. ND SHARP OR ABRASIVE ECG. ALLOW. UNDER LAVATORY. GENERALS AIEO%AE .103 TATEBTRY' W GMT V RGS Rb a= TYPICAL HANDICAP TYPE LEVER USED 112" (MHO TO . PALLET CONTROLS AND OPERATING MECHANISMS MGT. EASILY OPERATED BY ONE HAND AND MAST NWT REQUIRE GRASPING, PINCHING, OR TWISTINE OF THE WRIST. THE FORCE NEED. TO ACTIVATE CONTROLS SHALL NOT EXC.10 5 L %, FOR LEVER OPERATED DR 15 LBS. FOR PUSH NEE NAMEW APR RiOYBtGI DEALER 11/4 PAPER TOWEL COMBINATION DISPENSER WASTE DISPENSER NS t• TOWEL AND CLEAR DIAMETER. GRAB NOTE BUBBLER IS TO . ACTIVATED ETA HANDICAP Pi. EAR OR CODE APPROVED MER40D DN PALE UNIT. CD FROM MLGT APPROACHED FROM THE.FRONT. SPOUTS SHALL EE LOCATED OF THE UNIT AND .ALL DIRECT FLOW NOT LE. THAN 4 INCHES TRA. EDTDRY PARALLEL TO HAR OTHER PRONE BE ° .2, HAND DRYER � F.F f F.F m , AT THE FRONT A WATER IN HEIGHT, 3 THE FRONT OF E DETAIL THERMOSTAT TAT DISPENS FIRE ALARM DR HEAD T SLJITCH / OF FIRE EXTINCYIISHER I OUTLET I CARET BABE' THE UNIT. BUBBLER ORIFICE ( �� 1 � / vx mg F.F. T. RECEPTACLE e. L pIX =tD 1 Q CUOMO BADE. — 000. ° m di 31W ELONGATED MISC. HEIGHT REQUIREMENTS RIM URINAL CEMAC BADE T OT40 URINAL DRINKING FOUNTAIN I�] r I� �T[ SIDE VI. P LLI I. U �� A I MM 0 : I LL.L LLLl L M E. 5. N.T.S. V4' nick 1/4' TICK Tr EOULATEPPAL TRANCE CM. Q MAM CAME 0 rt - P ANT PEW. ELLIN. ENO- j I' 610ALAEL Eos rm lu • e rrs P ANE NEW. V uMAE LL a FROM <00 TROOM' RESTROOM FT-3 r TOLEATERAL BY/ ME TRATIBLE MVEN MGM B NAGE ROOM IEEE C TOLET ROOM MEET R o o ts (D H S C) II SEEM wLLMNE SENAGE ENDER RESTROOM REST PTb !N°'°L >m L BE COMETLY SET FROM THAT OP DOOR '' I rp5 . TEaEM _ #2 i 1 1 ( PLAN (E) �'ESTRO BONNE LOCATON • TOLETRaCM DOOR MESTIZO O M H.C. ACCESSIBLE IDENTIFIC. SYMBOL N.T.5. A N.T.S. EXISTING IPESTROOMS - NOTE , INCLLIOELI FOR REFERENCE ONLY FINISH SCHEME B LAMMATEOCLOF` DAKOTA ROCK DESCRIPTION OF FINISH MATERIALS 9YMIXJL I' MATEiN. MANLFACILfER Ml�i I BfOE �pAI D®CIPITEN WALLS CPT DABET BENTLEY WEST METER 'LOCP menarrohE GET TOMS CPT-2 CAFFET MM.' BBOB30 WHOM kW= BLUE TOWN CPT-2 B2 GYM FT-1 GM PT -1 GWB PT, CAM PT-1 CT -1 - ip-, 0.1 VDT ANYNRJNO MED - GRAMM GRAY 4 x Dr 0. -2 VDT ARMSTRONG 62693 .1 CONDE CRAM. 12 x 12 0.b - COIAMO TIE. GRAND MERE OYOU OWE T DFGA 12 X G WTTE R-f CENG= TIE MEND P.QE 040 !ERE T 9Ni A 12 x 12 MATTE ME. Wm AIEO%AE .103 TATEBTRY' W GMT V RGS Rb ECNNED CONCRETE BY pBCGRPAOIOR NA' NA '' NAMEW APR RiOYBtGI DEALER B4 V/ri BADE '', AaETROAT >1 NA ' a0 CP. 3' B2. CARET BABE' AUTO 0.0p1 TBA TBA TBA 4° FOE BOOR Bb CUOMO BADE. MORN RMEiE 000. DOVE BADE CIA 31W TH4 CEMAC BADE DRANO PANNE OT40 EOVE MME 91.111 MM rt - P ANT PEW. ELLIN. ENO- PNGMR..0 610ALAEL ®,E - aurae una BNI.w. rta P ANE NEW. V uMAE eW E. FROM <00 1VBMTE BGAtiOee lATFJ! ENAIw3. FT-3 PAM DIEMTI MGM. BY/ ME PROM AR 400 MVEN 1.0.0.1 LATEX ...EL IT, PANT SEEM wLLMNE SW 240 ENDER .FEE WNTE PTb PANT GERM/ WLLMLE BW 2m BDEROR TEaEM W W TRP MANUTE IWITB wMEOW W/ MEMO MLA TREE WC-2 VNYL WALL CORDER! MCP OCIEt T 0011E640 IUYAN SITUCOD ,DOVER U• 90 YT[L BOLT WO6 VNYL WALL COWRIE WOLF OOTECIN OCN%461 um. NRNT K 90 COIL BOLT WNI a•• ELMS LEVROD 610 RVERA MMEEL CPA Y r wT2 WT b MY BADS MEOW TM LL: OR 9Y xi TBA NVEPA TBA DON. TGA Wft YII00W MADE BM TBA TBA TBA CF1 ACOUGDA_ ISM YU I ARETPOE ETU = EGA TETiLAR WEETE 2 LT2 a13 Owe carp lNff RrnrATlsm NA NA rt� Cfb m Acncw_ CEA. TIE ARAETiQq 1Q! N , WIFE 2x FINISH SCHEDULE ROOM NAME FLOOR WALLS CEILING REMARKS NORTH WEST SOUTH EAST FAA. DOOR 1-18N61 1V11131.bri (FR) S-V % T-0' 7/11.131:01 N,1µ tEMN%E CENTER CPT-2 B2 GYM FT-1 GM PT -1 GWB PT, CAM PT-1 CT -1 - ip-, Wes MANAGER. OFFICE CPT-2 B-2 GWB FT-1 MB PT -1 DYNE PT -1 GWB FT, CT, - ! pry SAL X TV 00 DOOR SCHEDULE a SIZES LWOnv : m MATERIALS TYPE LABEL FINISH HARDWARE REMARKS DOOR FAA. DOOR FRAME (FR) S-V % T-0' CLASS AWA N,1µ CC b 2 •-0• % T Wes LEL A pc, PT c 9 SAL X TV 00 'WOOD MR A PT -1 PT -1 e losPid 63 TYPE X awe sk eEE 9 6• META_ ETUDE 260A. • sr, OO JAMB — TYP. INT. DOOR (HEAD SIM.) HOLLOW AETAL KD FRAM SEE DOOR SCHEDULE FOR F% -RATIq (EQ. e. PEDE DOCK DOWN - DOOR, BEE DOOR SCIEDUE AFF. AFF. ' I! 1 VTX &P LETAL OWE. mfr SILICONE SEALANT ®CONN3: T IONS I I II I I I � I I � I — I I � V j� vz rEMH1ED EWE WIC X 9/4 0.0 W/ owe. 22Xa FLAT -81/M TO LEVEL ALL N LED IV LA_NATE W CAP Ie1ID CARNET WALL C C BT P 3/ A 6OLP/A'-0 " CENTERS SEE TYPE E x EYB EA ME 963 LET& STU. 26OA• x OG SECTION THRU INTERIOR WINDOW RV3 TYPE 'X' GYM EA EDE 96C 'lBBAIETAL811De�COG CONTINUOUS TO RDDF ABOVE 1 % CONTMJ000 BLOORIG RIPPED TT FIT 1V-P L• / - / APP. GAME NOTE& MABIE. TO BE V2 1BRBED PANELS NOT LEM THAN CR MOTE THAN tO CODE ALL EMCEED GOER ARE TO BE POURED. BUTT JOINTS ATE V4° MA% TYPE x GWB EA ME BT AIE D PPE CO M WE ATTACH TF TO B T SCREW. TO xoLn a• FROM TOP. EDGE- BO M, CMPET BABE 3/16 4 X3X6C RA:E W/2 6/3 %4VC IEDFEAO••. 2B4'aEfG.Brt " 1/2 " =1'-O 3' = P-0 SECTION THRU LOW HEIGHT WALL (BASE) 3' =1b TAPE CDNTIMdOUB P1 AIAMiM BIEN( TO MA :ACE. WIDOW NOTE= ALL WEEK A DOORS TO BE SOLD CORE HARDBOARD MABCNTE UAL0. SLATWALL ATTACHMENT 3 5/8" MET, STUDS- 25 GA, H 16' OL 52° TYPE X" El. EA. SIDE STA.ARTO 3/4" SLATWALL WITH 3" OL. EROOVES. 2' 48 DRYWALL SCREWS IS 16" OL.:. BOTH WAYS ATTACH INTO STUDS INSTALL LAMINATE. INSERTS AFTER SCREWS ARE INSTALLED TYPE CC (PAW TYPE B BC - BOLD CORE IWOWME NOR NLDAIOMNE MR21. NERDS 10009WVL BE 000Ia61ED W/ NIKOB DON RDIE ALL ERIGION COME 10 RMVE VEND. MK INTERIOR PARTITION 4 WALL @STOREFRONT RA O E ATTACN AS REQUITED INTERIOR PARTITION BRACIN5 -?E" ®4' -0" C.L. IN ALTERNATE DIRECTIONS TO STWILTURE ABOVE ACOUSTICAL TILE- SEE LLD. PLAN FOR HEIGHT A.F.F. B SRO" META 5TI10 2E 6A. • 16" O.L. " X ONE LAYER E TYPE "X" EDP. BOARD EACH H SIDE BASE W CARPET OR TILE POYIER DRIVEN ANCHOR TO SLAB • 12" O.L. /PER B1ILDIN6 CODE R—c0'BJ ICED AX {F I/4" EMBED. ICBO x 2308. ( CON C. FLOOR BEAK METAL TO ATEA STOREFRONT. �., 352 "METAL TRACK' 3 5/8 25Gq. METAL STUDS I P'16 " OL. rrr vnFEii�I 1/B' NPE x EA SIDE DEC 0 9 199) PERMIT GENE kinkois CAMEL TUKWILA WASHINGTON REMODELED STORE KINKO'S CONSTRUCTION 255 WEST STANLEY AVE. P.O. BOX 8010 VENTURA CALIFORNIA 93002.8010 305- 652 -4258 c o v✓ z CONSULTANTS: os. TECTA ASSOCIATES 55 GRANT AVENUE SUITE 600 SAN FRANCISCO, CA 94108 415 -362 -5857 213- 469 -2609 415 - 362 -5044 FAX REVISIONS: • ARCHITECTURE • BITERIORS • PLANTING JOB : 97312 DATE : 11/21/97 SHEET TITLE DETAILS, SCHEDULES ''81 REFERENCE DATA LJILDII