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Permit D99-0376 - Pawn X-Change - Tenant Improvement
Pawn X-Change LLC City of Tukwila t 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: 161000 -0140 Address: 14121 TUKWILA INTERNATIONAL BL Suite No: Location: Category: ARET Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: .0 South: .0 Water: N/A Sewer: N/A Wetlands: Slopes: N Contractor License No: PAWNXL *0340K Permit Center Authorized Signature:_ Signature:_ Print Name:____Al ilk Permit No: Status: Issued: Expires: Occupancy: STORE UBC: 1997 Fire Protection: NONE East: .0 West: .0 D99 -0376 ISSUED 10/26/1999 04/23/2000 Streams: (206) 431 -3670 OCCUPANT PAWN X- CHANGE L L C 14121 TUKWILA INT'L BL, TUKWILA, WA 98168 OWNER PEZZELLA PAUL SR 1935 3 ST NE, AUBURN WA 98002 CONTACT MARK STONE 13436 NE 16, BELLEVUE, WA 98005 CONTRACTOR PAWN X- CHANGE PO BOX 40145, BELLEVUE, WA 98015 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: ALTER EXISTING BUILDING BY PERFORMING TENANT IMPROVEMENT. ADD 1 DEMISING WALL, SUSPENDED CEILING, FILLING IN 1 DOOR AND 1 WINDOW. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 25,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 650.06 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** Phone: Phone: (206)000 -0000 Phone: 206- 679 -5348 Phone: 425 -603 -9003 Date i0! Date: _ Ld=26 ? r`Z 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. 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. =9� CITY OF TUKWILA Address 14121 TLU(WILA INTERNATIONAL BL Permit No: D99 -0376 Suite Tenant. Status: ISSUEG type: Applied: 10/14/1999 Parcel #: 161000 -0140 Issued: 10/26/1999 *kk * ***A**... k *** ***A**********k** *k•kkkkk** k** k****• k• kk •k•k **k•k•k•k ** *k•k*•k•kk Permit Conditions: 1..: No changes w i l l bed made to the plans un l ess approved by the Engineer and the Tukwila Building Division. All permits, .i nspect i onq;r ecords..: and approved plans shall be ;available` at the iob 'sate. prior to the start .'of any con - struction. These documents, are to,be maintained and avail- able until final: inspection approval is granted 3. Electrical perinits shall be obtained; through 'the Washington "State Division of Tabor and Industries and ,al.l'.electrical work .wi 1 l be ,inspe "ct ed by that agency '(248 -6630) 4, :Plumbing-permits' shall be obtained through the Seattle King County , Department of Public Health. Plumbing ; will be inspected by that :agency,' Including all gas piping (2967 5. Al 1 mechani'ca1,work shall be under separate permit issued Civ. the Ci ty of;* Tukwi l a 6 Ah l construction to be. done;' in conformance with approved plans and requirements of the i Un i form B u i l d i n g Code (1997 . Ed;'ition) as amended, Uniform Mechanical Code (1997 . Edition) and Washinaton State Energy Code (1997 Edition). 7 . Validity of Permit. The issuance . of a permit or approval o plans, .'specifications, and computations shall not be con -' strued. to be "a permit fors` or an approval of. any violation 'of ,any of provisions of the building code or of any other, ordinance of the .jurisdiction No permit presuming to give:' authority to .violate or cancel the provisions of this , code: shall be valid. : 1 Project Name/Tenant: Pawn X— Change L.L.C. Existing use: ® Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital El Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Value of Construction: $25,000.00 Will there be a change of use? ❑ yes © no Site1z1 Pacific Hwy. S. 14 21 Tukwila, WA C y Tax Parcel Number: 161000-014Q Property Owner: Lilly Hsue Area of Construction: (sq. ft.) 1600 Phone: (206) 229 -2772 Street Address: 14101 Pacific Hwy. S. City State /Zip: Tukwila, WA 98168 Fax #: N/A Contractor: Pawn Change L.L.C. Phone: (425) 603 - 9003 Street Address: 13436 NE 16th City State /Zip: Bellevue, WA 98005 Fax #: (425) 603 -9199 Architect: Carletti Architects, P.S. Phone: (360) 424 -0394 Street Address: City State /Zip: 2204 Riverside Drive.Mt. Vernon.WA98273 Fax #: (360) 424 -5726 Engineer: N/A Phone: Street Address: City State /Zip: Fax #: Contact Person: Mark R. Stone Phone: (206) 679 -5348 Street Address: 13436 NE 16th City State /Zip: Bellevue, WA 98005 Fax #: (425) 603 - 9199 Description of work to be done: Alter existing building by performing tenant improvement. Existing use: ® Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital El Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ® Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes © no If yes, extent of change: (Attach additional sheet if necessary) ceflyl.e , 'S ` Will there be rack storage? li yes no {---p Existing fire protection features: Cl sprinklers ❑ automatic fire alarm ® none ❑ other (specify) Building Square Feet: R a4(P • existing Area of Construction: (sq. ft.) 1600 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TI(WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit. Number: Commercial / Multi- Family Tenant Improvement / Alteration Permit Application CTPERMIT.DOC 1/29/97 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS: SITE /CIVIL PLAN REVIEW :OF.THE FOLLOWING:: (Additional reviews may determined: by the Public Works Department) ❑ Channelization /Striping El Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public El Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined In Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date appli !on ac pt d: 1 I Date ap is lion a p' es: 4- 1 -- 00 App /i ken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZE§ < GENT: Signature: o f , Date: 10_14_99 Print name: Mark K. Stone Phone: 603 003 City /State /Zip RYO 1 nyun 425 562 - 6110 WA nRWI S Address P.O. Box 40145 ALL COMMERCIAUMULTI -' • '14Y TENANT IMPROVEMENT /AL ! RATION PERMIT APPLICATIONS MU T BE SUBMITTED WITH THE FOLLOWI.1G: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ 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), wh/ch Include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non- Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health a locaied at 201 Smim rower, 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 OH submit Form H -4, "Affidavit in Lieu of Contractor Registration ". [- Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer,-or, contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT / HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. C7PERMIT.DOC 1 /29/97 440 * *S *c , 1 , 1 kal h :4'f * +. * *,Lh'fifr * ',1i4 it.�e{ *, * * *fr *** * *.* * * * *•* Y OF Cit,KS�! tLf1 S�lA ...�'� 1 f rRAN" 14 ill 6:04 9 01 76.,tamou,i; u • 3,9,5.; 75 10' /26.,)” 13 i 37 (sdwmerit;: tfi&Oa I art r. PftI.N :'X•••CNSriP,1GE: Sri i t; : WA13 ~ f ' r °m i.t i1a. Mp:�`4 037E •Tyne: 7 NCRI'fT.l :" 1e,t00U. :0:1'40 S :iste.sAdui -er . 14121 1•l!i {W1LA INTEitN iT1CJMiiL: ESL foi ;a1 1 65046' 3`357 TatiI PILL t'int;fi.` t650 Qt a n c e A*.**'*'****** 4.*****., t*4* 4'*, SA****,.*.***•* yS •A * * **t * * * *sS * *f,•1•.f ***•A *A ** iacootAnt; Cnde Upc.u.i i'ut;ion G.GU/322.1(m) I;UI:I•.U7:NCi - NClNRES 000 /3GC,,,9o4 Snarl. 13UC! I ING` SURCHARGE 8206 10/27 9717 TOTAL 395.75 Ain oun t; :{91 '':, 4,,50 ,tiAt *c,. *k* *t** t.:4 A *•A* * l 4A*A A*t A * *'*k * *Air• kkt .t•.kt4*4 **ik *•kt*4 Ole *AA * *, • C 3 V: U r 1 11 K X1.1 L 4! N 'f t‘'. A rr f.; • • )r ri l t. k`Ak1,* *A, t k *k '1 **. _'k *3 * *A* *'* 4k*4 "* A ** '4 *F. * *k.l " *k.A **? ? frA • R tirlTh 1t.tint .r.'R'a81)0167.1rmattni 4 /9J : 1:4 .• Pavinent.: 14ei;hpd: CHECK: tQoua t:;iart: " •P 140 :X;-CI1i NeE Ir1`i t, : FLU .. i ^nri1;. f4o: 1).994.03 ?6 Type: DEVF ERM • '. I}f:VE!;ONi4t»P!'f P Ri4tm C :... Park€ I.•:No 161000-0140 '.' `Site :rad.Ir:Gssi':; 14121 TUKWILta..£UfERt4AFIi71401 f31:. 1'citit1 . iraG' 650 „ (,G_ f n i Na It! nn #i 254.:31 Total ALL Pints: 254.31. Bel Et nr.er 75 '******** k**** 4**** k A* AA* A* A** k*A** A * * *A *** * * *kA *A *A. * * *l: **lc * ** ** Account Code” Ce r.r i n #, i urr r•iniuur►•ti 000 / PLAN I:HEGI( f4Ofdb 254.31 Pro t: 4(4Al ik.e 4?tr&i Ty f Insp cty'p� / i •, dress. S( W Date called: Special instructions: Date 7nntte /8 ` a.m.. p.m. (/ Requgster: /A S g Phone: INSPECTION NO. 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 T9 -0.37, PERMIT NO. (206)431 -3670 COMMENTS: LA gal 0 It &' ) k-(2O -tAi 7 g Peetifes.s. ' 1 k vothBuE swhNG Pot)2E—S Corrections required prior to approval. $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pro' t: TAO v, X - CAcin5 -e Type of Inspection: r Address: � [ iLial cv ` lt-wi f o1 I+ ' Date called: .- c) , .C1 - 00 Special instructions: Calk \ Ir Ckhfac� -4 wiee'F VIGrk Date wanted: (0 - 0 - 00 p.m. Requester: M rIQrIL Phone: - C079-5348 INSPECTION NO. INSPECTION RECORD Retain a copy with permit, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 �. ..t if .Z..� -.. ., .. L.y. :�....,.. °: ... _...�...,.,.�..v'�• iii 'isu.<.:.?�.�= 1I'i?Y:iz�l._,._ _ «4'. *.:.::'.'!� (206)431 -3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: stc-74f eF'F rQL-0012,t:b " v « &(cc, 7EPr //1' 'P•ir/4 1] $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: 'OJT �, t; \ h ( \ (fi A 1 1 Q� ( 111 11t L t 1U Date (� Q7 Special instructions: Date wante a.m: Reg /ester: x-‘e Poe: t Laiq j 48, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 U Approved per applicable codes. (206)431-3670 Corrections required prior to approval. COMMENTS: Q C C ( rut S 011,6 Ok- TO d c L u N 1t1 Co(ZZEc_noArS 770 ,kJ o 7 Date: r2 :7 7 141 Ej $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: x act/1,v Type Fii Insp tion: p l il m 1 3 A d Date called: Ciq Special instructions: D e waiited: , .,..,;771-9, it 2 5/ g E. 'VP a,..... R quester: / le 2--G' & D • Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: oveY-- inpector: Date: 7X (1 $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: Piskct: r ( ' .—.. M4 X C—W14 Type of Inspection: Cg.,( L GC(61 Address;. / 'c 7 Date called: Special instructions: Date wan d: i 2Z 6 Requester.:. <(ce aoit.) ez z _ 3 , 0 c:zo E1 Approved per applicable codes. COMMENTS: Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 orrections required prior to approval. RF-1 0 46e_s p (B frecier. Afor 0.97 CA-CL E-704/k1 Date: A( El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: eto COMMENTS: .. TY1S0fspection r it‘c: ei Inc ' C • 1 - II /A c-e---0- , 1 (--- / ( - 7 - ,7-der,tm r:4 cz,,,c__ v , 6-1./,*.h, - 1 ivedi -3tN iie de, /t 6 i1- 1 .2.. . d ' 5 a 1.---fr f."..4 / / S . .4' .0, /4 5 itii --/ f . r 17.4-7 gte( / AS Lill / 5 4) 44 42,4 1 ) 2r jo r - r 4 -;-;/ CI tic-Vd., CO e (4 : AeLeAr. --4 Projecti _---) iir L011 )(..-0, lay ,cle .. TY1S0fspection r it‘c: ei Inc ' C • 1 - II J t A c d t cl t re 5. : 1 ... v., .ki. D t d. a e ca e Special instructions: - . , i 2.. 5 _ ci aTI. Date wanted: 1 11 Requester: Phone: (4771A -53-17, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 pproved per applicable codes. Inspector: 'tINSPECTION 'RECORD Retain a copy with permit r ' . Date:, PERMIT NO. (206)431-3670 'Corrections required prior to approval. $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: Prol ct: 1)di7■2"/ f ...l /t, .1..4 ' f 1 nz t i 0 7 ..... ego 4' Dat called: // • '91 Special instructions: - Date wantedW3 M e" — i :..... Requester: Phone: ' 5 3 .022 Oh „.,......*MY* • 77 . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION rn- / INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd„ TpwUa,A 98188 # PERMIT NO. (206)431-3670 E 'proved per applicable codes. COMMENTS: rn /4156--771.9.211 e2g • • Day/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . . „ 0 Corrections, required priorto approvaL Job Number: J 99 -545 I Report Number: I 009 I Permit Number: I D98 -0376 Owner x Contractor x Architect x Building Dept. x Engineer _ Job Number: J 99 -545 I Report Number: I 009 I Permit Number: I D98 -0376 Test Date Project: Penske Truck Leasing Architect: David Kahle • • Address: 12840 48 Ave. S., Tukwila Engineer: Hudson & Assoc. Client: F B & E Contractor. Facility Builders and Erectors, Inc. Date: 3 -30-00 Inspector: C. Bechtold Inspected the resteel and placement at • slab on grade between 3 & 4 A to E. Placement complies with approved plans and attached engineering change. Dowels epoxied in truck doors per Engineer change using Simpson ET -22 epoxy. Verbal okay to cover wet epoxy. Written change received via fax. Resteel is grade I 60 I , as specified, from • Birmingham, Cascade Placement Data Batch Weights Supplier: Glacier NW Cement (sackrtypeAbs.): I /II 473 Sand (lbs.): 1547 W/C Ratio: Admixtures (specify) Mix Number: 3100 Max Slump Allowed: 5 • Aggregate ( size/lbs.): 1902'/." Total Yards Placed: 54 Aggregate ( size/lbs.): Placed Via: pump/tailgate Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs./1): 117 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 36 5" 59 54 40 124291 Cast Samples: Cast Samples: Compressive X Weather: I sunny Slump Range: I 4-5" Date Samples Picked Up: 1 3-31 -00 • • Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 4-6 -00 7 6x12 28.27 29.79# 95,260 3370 ASTM C39 /x ASTMC78 ASTM C 109/109M i Compressive X Flexural j Conforms I Does Not Conform *Discarded Conies to: OTC ROSENAU & ASSC INC. Construction Inspection & MaterialTesting RECEIVED 6747 M.L. King Way South, Seattle, Washington 98118.321 Tel:(206) 725-4600 • Toll Free :(888) OTTO.4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited LaborafiR R 1 2000 CONCRETE REPORT TEST RESULTS Reviewed by: I Conforms J x J Does Not Conform J COMMUNI DEVEL.OPMEf This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Job Number: 1 99 -545 Owner x Contractor x Architect x Building Dept. x Engineer Client: 1 Job Number: 1 99 -545 I Report Number: I 005 I Permit Number: I Field Cure Age (Days) Project: Penske Truck Leasing Area (Sq.ln.) Architect: Address: 12840 48 Ave. S., Tukwila Strength (psi) Engineer: Client: 1 Contractor. Date: 11 -22 -99 7 Inspector: D. Reid 28.29 29.95# Inspected the resteel and placement at 3510 grade beams a ong line A between 1 and 3. Along line 1 between lines A and E. Along line E between lines 1 and 3, per engineers detail. (Per RFI dated 11- 18 -99) /x Resteel is grade I 60 I , as specified, from Cascade Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 5 sack W/C Ratio: Mix Number: • 01500 • Sand (lbs.): Admixtures (specify) Max Slump Allowed: Aggregate ( size/lbs.): 7/8" Total Yards Placed: 10 Aggregate ( size/lbs.): Placed Via: chute Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): R - .wired • si fc : 2500 Water bs./• al : . Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1 -4 10 - 4.5 57 50 042 0484113 Cast Samples: Cast Samples: • Weather: I rain Slump Range: I Date Samples Picked Up: 111 -23-99 I Conforms I Does Not Conform Comments Specimen Number Test Date Field Cure Age (Days) Size - (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 11 -29-99 7 6x12 28.29 29.95# 99,374 3510 ASTM C39 /x ASTM C 78 ASTM C 109/109M Compressive X Flexural I M =r icirti=n I Conforms I Does Not Conform Copies to: OM/ INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS DEC 15 1999 COMMUNITY DEVELOPMENT Reviewed by: Page 1 of 1 Conforms I x I Does Not Conform I NA • This eport applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Job Number: I 99 -545 I Report Number: I 004 I Permit Number: I Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at J spread footing along line A & E Job Number: I 99 -545 I Report Number: I 004 I Permit Number: I Test Date Project: Penske Truck Leasing Architect: Address: 12840 48 Ave. S., Tukwila Engineer: Client: Contractor. • Date: 11 -12 -99 Inspector: K. Brush Inspected the resteel and placement at J spread footing along line A & E • Resteel is grade I 60 I , as specified, from Birmingham Placement Data . Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 470 W/C Ratio: Mix Number: P1500 Sand (lbs.): 1480 Admixtures (specify) Max Slump Allowed: 5 Aggregate ( size/lbs.): 1860 7/8 Pozz 20-loz Total Yards Placed: 8 Aggregate ( size/lbs.): Placed Via: chute Aggregate (size/lbs.): . • Vibrated: yes Fly Ash (lbs.): Required psi (f'c): 2500 Water (lbs./fa!): 260 Sample Data . Yards Slump Air Content Concrete Temp Ambient Temp Truck • No. Ticket No. Cast Samples: 1-4 9 4 60 58 31 483302 Cast Samples: Cast Samples: X Weather: I rain • Slump Range: I Date Samples Picked Up: 111 -15-99 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 11-19-99 7 6x12 28.30 29.53# 105,400 3720 ASTM C39 /x ASTM C 78 ASTM C 109/109M Compressive X Flexural I Conforms $ Does Not Conform OT's J ROSENAU & ASSCIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Copies to: CONCRETE REPORT TEST RESULTS Page 1 of 1 Reviewed by: Conforms I x I Does Not Conform I This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. REOF VED DEC 0 71999 COMMUNITY DEVELOPMENT Job Number: I 99-545 I Report Number: I 002 1 Permit Number: / Owner Project: Penske Truck Leasing Contractor Address: 12840 48 Ave. S., Tukwila Architect Client: Building Dept. Date: 11 -1 -99 Engineer Inspected the resteel and placement at - Job Number: I 99-545 I Report Number: I 002 1 Permit Number: / Test Date Project: Penske Truck Leasing Architect: Address: 12840 48 Ave. S., Tukwila Engineer: Client: Contractor: Date: 11 -1 -99 Inspector: C. Bechtold Inspected the resteel and placement at - lube pit walls between 2.5 and 3 and between A and E (mix #1500). Driveway north end of existing building (mix #1600). Resteel is grade I 60 I , as specified, from Cascade Placement Data Batch Weights Supplier: Miles Cement (sack/type/Ibs.): I /II 470 W/C Ratio: Mix Number: • 1500 Sand (lbs.): 1480 Admixtures (specify) Max Slump Allowed: 3 plus/minus 1 Aggregate (size/lbs.): 1860 7/8 6x12 Total Yards Placed: 20 Aggregate (size/lbs.): 157,800 Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (fc): 3000 Water (Ibs. /gal): 325 28.29 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1 -3 10 4 62 40 42 482051 Cast Samples: Compressive Cast Samples: • Weather: I sunny Slump Range: I Date Samples Picked Up: 111 -2 -99 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 11 -8 -99 7 6x12 28.32 29.78# 104,150 3680 ASTM C39 X 2 11 -29-99 28 6x12 28.29 29.81# 157,800 5580 ASTM C 78 3 11-29-99 28 6x12 28.29 30.01# 156,320 5530 ASTM C 109/109M Compressive X Flexural 1 M = = R I i its I Conforms j x Does Not Conform OTT , ROSENAU & ASSO JIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Cowles to: TEST RESULTS Page 1 of 1 I Conforms I x I Does Not Conform I I DEC 15 1999 COMMUNITY DEVELOPMENT Reviewed by: This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Job Number: I 99 -545 I Report Number: J 003 I Permit Number: ' Owner Field Cure Contractor Architect: Architect Engineer: Building Dept. Contractor: • Engineer Inspector: C. Bechtold 1 Job Number: I 99 -545 I Report Number: J 003 I Permit Number: ' Test Date Field Cure Project: Penske Truck Leasing Architect: Address: 12840 48 Ave. S., Tukwila Engineer: Client: Contractor: • Date: 11 -1 -99 Inspector: C. Bechtold 1 Inspected the resteel and placement at . lube pit walls between 2.5 and 3 and between A and E (mix #1500). Driveway north end of existing building (mix #1600). 7 Resteel is grade I 60 I , as specified, from Cascade Placement Data Batch Weights Supplier: Miles Cement (sack type/Ibs.): I /II 564 W/C Ratio: Mix Number: 1600 Sand (lbs.): 1480 Admixtures (specify) Max Slump Allowed: 3 plus/minus 1 Aggregate (size/lbs.): 1860 7/8 28.29 Total Yards Placed: 10 Aggregate (size/lbs.): 6010 Placed Via: tailgate Aggregate (size/lbs.): 3 Vibrated: no Fly Ash (lbs.): 28 Required psi (f'c): 3000 Water (Ibs. /Sal): 325 30.00# Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1 -3 30 3 1/2 59 40 49 482098 Cast Samples: Compressive X Cast Samples: • • Weather: I sunny Slump Range: I Date Samples Picked Up: 111 -2 -99 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 11 -8 -99 7 6x12 28.32 29.97# 131,240 4630 ASTM C39 X 2 11 -29-99 28 6x12 28.29 30.05# 170,160 6010 ASTM C 78 3 11 =29-99 28 6x12 28.29 30.00# 169,890 6010 ASTM C 109/109M Compressive X Flexural 1 ..... r. r_ ra 1 =1i [ Conforms I Does Not Conform Copies to: OTTd ROSENAU & ASSO IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS DEC 15 1999 COMMUNITY DEVELOPMEN by: Page 1 of 1 Conforms I x I Does Not Conform I This sport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Job Number: I 99 -545 I Report Number: I 001 1 Permit Number: I .TI U w Test Date Project: Penske Truck Leasing Architect: Address: 12840 48 Ave. S., Tukwila Engineer: Client: Contractor: • Date: 10 -20-99 Inspector: R. Bogle _ Inspected the rested and placement at ' grease pit and CMU footings. rebar inspected 10 -19-99 found to be as per plans and specs. • Resteel is grade I 60 I , as specified, from Cascade Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 517 W/C Ratio: 0.53 Mix Number: 1550 • Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: Aggregate (size/lbs.): 1860 7/8 6x12 Total Yards Placed: 25 Aggregate (size/lbs.): 172,930 Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (fc): 3000 Water (lbs. /gal): 33 28.28 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 20 5 109 480626 Cast Samples: Compressive Cast Samples: • Weather: I dear Slump Range: I Date Samples Picked Up: 110 -21 -99 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 10 -27 -99 7 6x12 28.31 29.67# 111,420 3940 ASTM C39 x 2 11 -17 -99 28 6x12 28.28 29.66# 172,930 6110 ASTM C 78 3 11 -17 -99 28 6x12 28.28 29.60# 172,200 6090 ASTM C 109/109M 4* Compressive x Flexural I Conforms I x Does Not Conform OT,. 0 ROSENAU & ASSLCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Conforms I x I Does Not Conform I scarce Copies to: Owner Architect Engineer Contractor Building Dept. Reviewed by: Page 1 of 1 This eport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. 'L2CEIVED DEC 0 7 1999 DEVELOPMENT O NOTES: SHEET 1 OF 3 SS 46' x 96'x 64'H SS 48• x 96• x 64•H SS 48• x 4rx 6411 SS24'x98'xS4'H SS 24• x 80 x 64'H SS 24• x x 84'H SS 24' x 96• x 841H SS 2C x 96' x 6PH EXISTING BATHROOM SS 2C x 64'11 SS 24• x 96' x 84H EXISTING OFFICE 14121 Pacific Hwy. S Tukwila, Wa 98168 SS 24 60 x 64'H SS 24• x 60• x 64'N EXISTING REAR DOORS STORAGE 825 S.F. FILL IN EXISTING DOOR FILL IN EXISTING WINDOW PAWN X- CHANGE TUKWILA PROPOSAL #2 -2 RETAIL 1470 S.F. Lt cri V 7 1`. .e 1-- CC s c. r„a a .) To: City of Tukwila From: Mark Stone Re: Proposed TI Floor Plan. Storage Shelves. ,413OA .V 1:10A ,4 AL ,P Al PAL STEREO/BOOM BX 1 TOOLS/PWR/AIR LOOSE/LAWN MUSIC/AMPS SPKRS I I 1 COMPUTER/FAX APPLIANCES immixaml SEASONAL GUITARS/BRASS/ VIOLINS/KEYBRDS 18' CARPETED SHOWROOM AREA SCALE: 3/32" =1' DO NOT SCALE DATE: 9 Aug 99 REV. DRN: MS / (e) 0 • S NOTES: SHEET 1 OF 3 • ❑ EXISTING UNIT HEATER EXISTING BATHROOM EXISTING OFFICE STORAGE 825 S.F. PAWN X- CHANGE TUKWILA PROPOSAL #2 -2 14121 Pacific Hwy. S Tukwila, Wa 98168 EXISTING REAR DOORS FILL IN EXISTING DOOR 0 x FILL IN EXISTING WINDOW STEREO /BOOM BX I RETAIL 1470 S.F. To: City of Tukwila From: Mark Stone Re: Proposed TI Floor Plan .ra3A .1/a3A .P Al .P Al. .P AL TOOLSIPWR/AIR LOOSEMWN MUSIC/AMPS SPKRS COMPUTER/FAX APPLIANCES SEASONAL GUITARS/BRASS/ VIOLINS/KEYBRDS 15 CARPETED SHOWROOM AREA • DATE: 9 Aug 99 REV. DRN: MS / (e) 4 VF 0 0 e SCALE: 3/32" = 1' DO NOT SCALE � � ' � ' Mr. Mark Stone � 13436 Northeas 16th Bellevue, 8u .VVA 98005 u September |8,200| Dear Mr. Stone: Sincerely, (/ S�0m�3p�mz Permit Technician City Tukwila of Department �� Community Development RE: Pcnnk8�umD9V'O376 • : lW2|7ukwi�)n�nm1km�.Quuhvur \ �_ ��� ) �~ �^ In reviewing our current permit files, it appears that your permit for a tenant improvement adding one demising wall, cd�|in0�gbm one door and one window, i�uedonOu�6er26 has n�� rccc�r6uDoo|inopcndonhy the City o[TuknUo Building Div|ukmomo[ the d�euyi6�|citc� Per the Dni�nn8u|kUn&Code und/m'Uniform K4odmn�o Cod�every pcnnh�uucdby�obu|Nin& • uOluio|under the prov�ionu[dhh code uhuU limitation • permit o, work authorized by such ponn|x not commenced n/Nhiu |8OJuyo0nn� the date o[ such pum�it,o[K the building or work authorized hy such pon�it|o suspended or abandoned g any dmc8xu�r|odo[|80 ! ` Based un�cabove, i[ the Uoo|hmpcciunh not xu|�Jknnkhioten (N)bou|nco days humthe dNco[ this letter, �h�cPermit Ce8c will close file and the to date dduniUhrcuns�oednoo' ' complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact �cPcnnbCcu�ro4(2O6)43]-7|65if you w�hNychcdu�oDnu inspection. Thank you for your cooperation in this matter. - '- Xe: Permit File No, (mm376 1)tuttie (Arno, Minding ()Melia Steven M. Mullet, Mayor Steve Director 6300Suu84reo/orBoulevard, Suite 11100 • 71thw8a, Washington 98188 • Phone: 206-431-3670 • Fax: 206'431,3665 : J.5$1, =,4? June 9, 2000 Mark Stone 13436 NE 16` Bellevue Wa 98005 Dear Mr. Stone: Ciiy of Tukwila Department of Community Development Steve Lancaster, Director RE: Permit Status D99- 0376. 14121 Tukwila International Blvd In reviewing our current permit files, it appears that your permit for tenant improvements, issued on October 26, 1999, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 433 -7165 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician Xc: Permit File No. D99 -0376 Duane Griffin, Building Official RECEIVED JUN 1 9 2000 COMMUNITY DEVELOPMENT Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206. 431 -3670 • Fax: 206-431-3665 ti'Fr� •.�1(' C t DEPARTMENTS: Build Division Apt, 10-1q-ig Public Works Ki /o -(q-4q Complete APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions \PRROUTE.DOC 5/99 r , y C6r-rn QDorc PLAN REVIEW /ROUTING ACTIVITY NUMBER: D99 - 0376 PROJECT NAME: PAWN X- CHANGE L.L.C. XX Original Plan Submittal Response to Incomplete. Letter # Response to Correction Letter # DATE: 10 -14 -99 Revision # _ After Permit Is Issued Fire Prevention gi /o Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: REVIEWER'S INITIALS: REVIEWER'S INITIALS: :� e^ „e ey . `nI n « f• ^t ��+” .SLR. Y • , i.": —, rf�' +. p o ; ; ' j •-,� v lt• y ±�ysvu .; .'i ?2 ; Plan 7 Division , (o-fR -�� Permit Coordinator DUE DATE: 10 -19 -99 Not Applicable n Comments: No further Review Required n DATE: DUE DATE 11 -16 -99 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: Dear Sir: City of Tukwila Fire Department Fire Department Review Control #D99 -0376 (510) October 20, 1999 Re: Pawn X- Change L.L.C. - 14121 Tukwila Intl. Blvd. 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) John W. Rants, Mayor Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 C� City of Tukwila Fire Department Page number 2 Thomas P. Keefe, Fire Chief Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 2. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) 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 1003.2.8.2) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 C. City of Tukwila Page number 3 Fire Department Thomas P. Keefe, Fire Chief Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) Manually operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 3. Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 902.4) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 5754439 Yours truly, C: City of Tukwila Fire Department Page number 4 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 5. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 6. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 7. 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. The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•4404 • Fax (206) 575•4439 REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1.• PAWNXL *034QK 01/01/2000 EFFECTIVE DATE 11/12/1997 PAWN X- CHANGE LLC PO BOX 40145, BELLEVUE WA • . 98015 AND INDUSTRIES RECEIVED CITY OF TUKWILA OCT 2 6 1999 PERMIT CENTER 4. 5. 6. 7. 8. PROJECT TEAM OWNER THE PAWN X- CHANGE 13458 N.E. 16th BELLEVUE WA 08005 PHONE: 14251 603 -0003 FAX: (425) 603 -0109 CONTACT: MARK STONE ARCHITECT CARLETTI ARCHITECT. PS INC. 2204 RIVERSIDE DRIVE STE 270 MOUNT VERNON. WA. 08279 PHONE. (3601 424 -0394 FAX. 1360) 424 -5726 CONTACT, PETER CARLETTI It-IEE?- ( EDK15 EFt6iit4ER4r4 11119 SE 41T 4ovp( IktiE C4u)�4° ffAK C4Z5) 1 {0 GENERAL N OTES f. IN GENERAL PLAN DIMENSIONS SHOWN ARE TO FACE OF STUD OR FACE OF CONCRETE. UNLESSOTHERWISE NOTED. DO NOT SCALE THESE DRAWINGS. USE CALCULATED DIMENSIONS ONLY. VERIFY ALL DIMENSIONS DATUM. AND LEVELS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPENCIES. 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO INITIATING THE WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. ALL WORK SHALL COMPLY WITH THE 1027 WASHINGTON STATE BUILDING CODE. 1907 UDC. 1007 UMC. 1007 UPC AND ALL OTHER APPLICABLE JURISDICTION RULES AND REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING NECESSARY PERMITS & INSPECTIONS TO COMPLETE THE WORK. ERRORS. OMISSIONS. AND DISCREPANCIES, IF ANY. SHALL BE REFERRED TO THE ARCHITECT IMMEDIATELY FOR DIRECTION OF HOW TO PROCEED. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE CONTRACT BY OTHERS. PROVIDE ALL BLOCK -OUTS. BLOCKING. BACKING AND JACKS REQUIRED FOR INSTALLATION. DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN. EXCEPT UPON WRITTEN INSTRUCTIONS OF THE ARCHITECT. VERIFY LOCATION OF ALL EXISTING UTILITIES. CAP. MARK AND PROTECT AS NECESSARY TO COMPLETE THE WORK. THE FINISH FLOOR ELEVATIONS NOTED ON THE DRAWINGS WILL ALSO BE REFERRED TO AS 0' -0' INTERCHANGEABLE WITH THE ACTUAL FINISH GIVEN. PROVIDE CLOSURE. MEETING THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES. AT RATED PARTITIONS. PLOORS. CEILINGS, AND ROOF LOCATIONS. ALL REQUIRED FIRE -RATED PARTITIONS SHALL BE CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. 10. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES. INDLUDING DESIGN -BUILD DOCUMENTS REQUIRED BY CONTRACT DOCUMENTS. TO VERIFY SIZE. WEIGHT. POWER. LOCATION AND OTHER REQUIREMENTS AND LOCAITON OF THOSE ITEMS TO BE INSTALLED PRIOR TO COMMENCEMENT OF WORK. 11. NO BUILDING OR PORTION OP A BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PROIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. NO EXCEPTIONS. 12. SEPARATE PERMITS ARE REQUIRED FOR PLUMBING. MECH.. ELEC.. 8 SIGNAGE. 13. ALL EXPOSED EXTERIOR SHEET METAL SHALL BE GALVANIZED. AS NECESSARY TO COMPLETE THE WORK. 14. ALL WOOD IN CONTACT W/ CONCRETE SHALL BE PRESSURE TREATED. PRESSURE TREATED WOOD SHALL BE USED FOR WOOD MEMBERS WHICH FORM THE STRUCTURAL SUPPORT OF BALCONIES. DECKS. OR PORCHES ETC. WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER. 15. SLOPE ALL DECKS. PATIOS, AND WALKWAYS AWAY FROM BUILDING MINIMUM OF 1/8' /FT. 18. PROVIDE EXPANSION JOINTS IN ALL CONCRETE SLABS AS REQUIRED TO PREVENT CRACKING. 17. PROVIDE FIREBLOCKING. DRAFTSTOPS. AND FIRESTOPS IN ATTICS. FLOORS, AND WALL CAVITIES AS REQUIRED PER THE UBC. 18. ROOF DRAINS. AND OVERFLOW DRAINS SHALL COMPLY W/ THE UPC & UBC. AND WALL CAVITIES AS REQUIRED PER THE UBC. 10. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN. SIMILAR DETAILS OP CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT. 20. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED ONLY WITH THE. WRITTEN PERMISSION OF THE ARCHITECT. AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME OF THE ARCHITECT. ABBREVIATIONS ASV ABOVE AFF ABOVE FINISH FLOOR AC TILE ACOUSTICAL TILE ACT ACTUAL AL ALUMINUM ARCH ARCHITECTURAL A TILE ASPHALT TILE AVG AVERAGE BLKG BLOCKING BR BRICK CPT /C CARPET CLG CEILING". CEM CEMENT �. CENTER LINE C TO C CENTER TO CENTER CT CERAMIC TILE CLO CLOSET CW COLD WATER COL CONC CMU CONST CONT COORD COR CFM DTL DIA DIM DO DR DN D.S. DWG DP GA GALV GAP GL GWQ NC HDWE HP HT HM NOR NB NW NWT HMD HMF ID INSUL INT COLUMN CONCRETE CONCRETE MASONRY UNIT CONSTRUCTION CONTINUOUS COORDINATE CORRIDOR CUBIC FEET PER MINUTE DETAIL DIAMETER DIMENSION DITTO DOOR DOWN DOWNSPOUT DRAWING DRINKING FOUNTAIN EA EACH ELEC ELECTRICAL EL ELEVATION EQ EQUAL EXIST EXISTING EXT EXTERIOR FO FACE OF. FINISH OPENING FRE. FIBERGLAS REINF POLYESTER PIN FINISH PAAP FIRE ALARM ANNUNCIATOR. PANEL FD PIRE DAMPER FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET &FIRE EXTINGUISHER PRY FIRE RETARDANT TREATED FLASH FLASHING FLR FLOOR F.A. FLUID- APPLIED END FOUNDATION FOIC FURNISHED BY OWNER. INSTALLED BY CONTRACTOR F0I0 FURNISHED BY OWNER. INSTALLED BY OWNER FCIC FURNISHED BY CONTRACTOR. INSTALLED BY CONTRACTOR GAUGE GALVANIZED GENERATOR ALARM PANEL GLASS GYPSUM WALLBOARD HANDICAP HARDWARE HEAT PUMP HEIGHT HOLLOW METAL HORIZONTAL HOSE BIB HOT WATER HOT WATER TANK HOLLOW METAL DOOR HOLLOW METAL FRAME INSIDE DIMENSION INSULATION INTERIOR e JT JOINT LVL LAV LIN LT MAR MO MFR MATL MAX MECH MTL MIN MUL NAT NOM NA NIC NTS NO. U OC OD o/ OVHD LEVEL LONG. LINE LAVATORY LINOLEUM LIGHT MARBLE MASONRY OPENING MANUFACTURE MATERIAL MAXIMUM MECHANICAL METAL MINIMUM MULLION NATURAL NOMINAL NOT APPLICABLE NOT IN THIS CONTRACT NOT TO SCALE NUMBER ON CENTER OUTSIDE DIMENSION OVER OVERHEAD P PAINT PTD PAINTED PL , PLASTER. PLATE P LAM PLASTIC LAMINATE PLYWD PLYWOOD PT POST- TENSIONED CONCRETE PRESSURE- TREATED WOOD QT QUARRY TILE RL RAIN LEADER REF REFRIGERATOR, REFERENCE REINF REINFORCING BAR REV REVISION R RISER. RADIUS RM, RMS ROOM. ROOMS RO ROUGH OPENING SCHED SCHEDULE SEC SECTION SHT SHEET SV SHEET VINYL SC SOLID CORE SPECS SPECIFICATIONS SF SQUARE FEET S d V STAIN 6 VARNISH SRWY STAIRWAY STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED THRESH THRESHOLD T.O. TOP OF T TREAD, THICKNESS TS TUBE STEEL TYP TYPICAL UNPIN UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL VR VERT VCT VIN WC WP WS W WDW vd WD WI WRGB ZINC. VAPOR RETARDER VERTICAL VINYL COMPOSITION TILE VINYL WATER CLOSET WATERPROOFING WHEEL STOP WIDTH WINDOW WITH WOOD WROUGHT IRON WATER RESISTANT GYP BOARD ZINCALUME SYV � SUBFLOOR EL. 10' -t0 1/2' 25.00' IOW 29.72' (EXIST.) LOBBY 5V BOLS D99 -0376 EXPIRED NORTH ARROW GRID LINE BUILDING SECTION WALL SECTION DETAIL PROPERTY CORNER INTERSECTION ELEVATION MARK SPOT ELEVATION ROOM NAME / NUMBER DOOR MARK WINDOW MARK FLOOR MATERIAL ADJACENCY ALIGNMENT OF ITEM REVISION MARK INTERIOR ELEVATION MARKS PROJECT DATA DRAWIN PROPERTY ADDRESS BUILDING CODE ACCESSIBILITY ENERGY CODE ZONING CLASSIFICATION PARKING REQUIRED PARKING PROVIDED OCCUPANCY CONSTRUCTION TYPE BUILDING INFORMATION FOOTPRINT HEATED AREA FIRE ALARM AREA LIMITS AND INCREASES SPACE RETAIL AREA STORAGE 1 OCCUPANCY M S-1 OCCUPANCY CLASSIFICATIONS OCCUPANCY M S1 002 8.000' .12 TOTAL S.F. ' 1470 ALLOW S.F. 8,000 1 -STORY RAT/ .18 PLUMBING CALCULATIONS OCCUPANCY TOTAL S.F. S.F./OCCUPANT M 1470 200 51 992 S1 2254 5000 S -1 Vti\ti\ 44184 PACIFIC HIGHWAY SOUTH TUKWILLA WA 1597 UBC 1007 WASHINGTON STATE BUILDING CODE CHAPTER 11 'ACCESSIBILITY' 1000 WASHINGTON STATE NREC NCC RETAIL 2.5/1000 11470/1000.1.47X2.5.9.675 STALLS/ WAREHOUSE 1/2000 19246/2000.1.71 STALLS) 5.388 REQUIRED 0 STALLS PROVIDE 11 OF WHICH IS VAN ACCESSIBLE B.FH M- RETAIL 9 -1- STORAGE V -N EXISTING / V -N PROPOSED ADDITION 2462 S.F. EXISTING INSTALL FIRE ALARM THOUGHOUT EXISTING ,o- LI -,-q4 w�S A5GEFIGN CONST. TYPE V -N V -N ALLOW. AREA 8,000 S.F. 8,000 S.F. z , See•. fI9- OCCUPANT LOAD 7.95 .20 .45 a URINALS PROUD 0 EGRESS REQUIREMENTS OCCUPANCY OCCUPANCY COUNT EXITS REQUIRED EXITS PROVIDED M 48 1 1 EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS. MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS. AND NOTIFY CARLETTI .ARCHITECTS OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. SHORING AND BRACING SHALL BE INSTALLED TO SUPPORT EXISTING', CONSTRUCTION AS REQUIRED BEFORE ANT STRUCTURAL MEMBERS ARE REMOVED OR BEFORE ANY NEW LOADS ARE ADDED UNTIL PERMANNET SUPPORT AND STIFFENING ARE INSTALLED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. WHERE NEW CONCRETE OR REINFORCED MASONRY ABUT EXISTING CONCRETE OR MASONRY. PROVIDE THREADED BARS INTO THREADED EXPANSION INSERTS TO MATCH AND LAP HORIZONTAL REINFORCING. CONTRACTOR SHALL CHECK FOR DRY ROT OR INFESTATION. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY CARLETTI ARCHITECTS. VERIFY ANY EXISTENCE OF ASBESTOS PRIOR TO DEMOLITION WORK OCCURRING. TOTAL WC REQ'D' 1 0 0 1 WC PROUD vvL ARCHITECTURAL �.S 1/Lk S LAYS REQ'D 0 0 1 LAYS. FROND G INDEX A -0.0 COVER SHEET. GENERAL NOTES A -1.0 SITE' PLAN A -2.0 AS -BUILT / PROPOSED REFLECTED CEILING / SCHEDULES A -5.0 STORAGE ADDITION ELEVATIONS /SECTIONS A-4.0 DETAILS EXISTING BUILDING S. 141ST STREET N.T.S. EXISTING BUILDING VICINITY MAP LEGAL DESCRIPTIO\1 ALL OF LOTS 5.6.7. AND 8 AND THE NORTH 80 FEET OF LOTS G. 10. AND 11 AND THE NORHT 100 PEET OF LOT 12 IN BLOCK 2 OF JAMES CLARK'S GARDEN ADDITION TO THE CITY OF SEATTLE. AS PER PLAT RECORDED ON VOLUME 13 OF PLATS ON PAGE 12. RECORDS OF KING COUNTY. SITUATED IN KING COUNTY. WASHINGTON PARCEL NUMBER 881640-0025-0 EXCEPT THAT PORTION OF LOTS 8' AND 0 TAKEN FOR PRIMARY STATE HIGHWAY NO. 1: Phone: Fox, REVISIONS: FILE COPY l understand that the Plan Check approvals e subject to errors and omissions and W1,1'0 plans does not authorize the violation of any adopted code or plo edplans acknowledged. ractor's copy of aPP By --/==- Hare 3"1/ \ 3 1 Th i ® 0® CARLETTI ARCH)T €CTS peso architecture & planning 2204 Riverside Drive Suite 270 Mount Vernon, WA 88273 DRAWN ST: 13601 424 -0384 360) 424 -5726 I. ET '{7F \�racfi ON TENANT IMPROVEMENTS FOR, THE PAWN X- CHANGE PACIFIC HIGHWAY S. TUKWILLA WA CONTACT! MARK STONE PHONE ;425) 603 - 9003 99 -163 NKUJtL NUMBth: SHEET TITLE: COVER SHEET TIM GOODMAN PROJECT ARCHITECT. TIM GOODMAN A Cl}y W wow A CHECKED PETER C BYRLETTI : APPROVED -- 2 5 1999 o DATE 10/10/88 PERMIT SET ARCH \88\145 \AO.O.DWG B, II1.DISION COMPUTER FILE NAME 0 COPYRIGH 1000 CARLETTI ARAB C HI 0 I ▪ - 368.98' b LOT ARE = 88.038 SIB_ 2 –GMs can 100.1' 100.3' EXISTING BUILDING AREA = 14,4-30 SQ. FT, S89'46'00 "W 210.87 32.7' EXISTING BUILDING AREA = 2,636 SQ. FT. LOT 10 17.1' S. 14". ST STREET 2 –WMs B17a 1P 1 £ JAMES CLARKE'S GARDEN ADDITION EDGE OF ASPHALT BLOCK 2 ASPHALT LOT 12 UP 500'10'00 "E 1 1 .00' 589'46'00 "W 86.00' CB ASPHALT SHED N89'46'00'E 692.07' SWALE 500.29 497.07 49961 H/C H/C ASPHALT LOT 11 LOT 6 ASPHALT 1 02.3'' • REtterot - B(1311NB \(7) 3TALr • \ Ii CB 089'46'00 ° E 275.60 6' CHAIN LINK ASPHALT / \. 0 , a D99'0376 EXPIRED : SWALE � ip .. —49999 CB ..env uP p 903, ❑ k! CB S81'08'14'W R PARKING STRIPES OBLITERATED IN THIS AREA LOT 7 STEEL POSTS FOR SIGN PARKING STRIPES OBLITERATED IN THIS AREA 404.03 4�9 ASPHALT l� o SP�2'eV�>�gg 8 LOT 8 L. = 09'16'52" R = 1858.54' L = 301.06' . = 07'38'24' R = 1908.54' L – 254.49' SSMH 50' ASPHALT 6 I SSMH 0" -" 43.5' ❑444 SIGN CB EH 74 5566 004.99 MONUMENT IN CASE WITH COPPER TACK MONUMENT IN CASE WITH NAIL POINT PC 50' 7l LEGEND ❑ CB CATCH BASIN O SSMH SANITARY SEWER MANHOLE 4 UP UTILITY POLE -0- SP SERVICE POLE UCHT POLE E— GUY ANCHOR • FH FIRE HYDRANT 63 WM WATER METER CI GM GAS METER a SIGN H/C HANDICAP PARKING 11 FENCE LINE NOTES: SCALE IN FEET I 0 20 0 20 40 ( BOUNDARY SHOWN PER LEGAL DESCRIPTION PROVIDED EY OWNER THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD LEGAL. DESCRIPTION: ALL OF LOTS 5, 6, 7, AND 8, AND THE NORTH 89 FEET OF LOTS 9, 10, AND 11, AND THE NORTH 100 FEET OF LOT 12 IN BLOCK 2 OF JAMES CLARK'S GARDEN ADDITION TO THE CITY OF SEATTLE, AS PER PLAT RECORDED ON VOLUME 13 OF PLATS ON PAGE 12, RECORDS OF KING COUNTY; EXCEPT THAT PORTION OF LOTS 8 AND 9 TAKEN FOR PRIMARY STATE . 1: SITUATED IN KING COUNTY, WASHINGTON. EXISTING, BUILDING, S. 141ST STREET EXISTING BUILDING' 0 °c CARLETTI ARCHITECTS Peke architecture & Owni hg 2204 Riverside Drive Suite 270 Mount Vernon. WA 88273 Phone: 1 360 424.0384 Fax: 060 424 -5726 88 -163 TENANT IMPROVMENT w -1S � IFOR: PAWN -X- CHANGE 4'494' PACIFIC HIGHWAY SOUTH TUKWILL WA CONTACT MARK STONE (425) 603 -9003 PAUJEC1 NUM5SR: cAls( 1 3 TIM GOODMAN ocZ 25 1999 TOODMAN DRAWN IM G 8Y. J Lp1t � 0O NIS\0N PETE CARLETTI 8 , . CHECKED aT. REVISIONS: SHEET TITLE: SITE PLAN PROJECT ARCHITECT.' 10/10/88 DATE C: \ARCH \99 \145.A1:0.DWG COMPUTER FILE NAME A' C RECEIVED (;ITV OF TUKWILA 1 4 199 PERMIT CENTER COPYRIGHT 1000 CARLETTI ARCHITECTS. DOOR SCHEDULE NO SIZE DOOR LEAF FRAME HARDWARE RATING NOTES WEST WALL CEILING TYPE MAT'L FIN. MAT'L. FIN CLSR. PANIC GRP. FIN. MAT'L 1 (2) 3' -0' x 7' -0' A ALUM - ALUM - YES - - - EXISTING STOREFRONT - - - - - - - - - 3 i21 3' -0' x 7-0' NOT USED 101 RETAIL VCT FF VRB - - PT NEW DOUBLE SWING 4 3' -0' x 7' -0' PT GWB PT ACP FE 8' -0' - - - EXISTING OFFICE DOOR 5 3' -0' x 7' -0' FF GWB PT GWB PT GWB PT - - EXIST. DOOR TO REMAIN .� 10' -0' Ir ti IIIIiM I INMALiYI•NEIMB YCI'i id'sJ • • • • • - OPCNIN� FINISH SCHEDULE ROOM ROOM FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING NOTES: NO. NAME MAT'L FIN. MAT'L FIN. MAT'L FIN. MAT'L FIN. MAT'L FIN. MAT'L FIN. MAT'L FIN. HGT. 100 - - - - - - - - - - - - - NOT USED 101 RETAIL VCT FF VRB FF GWB PT GWB PT GWB PT GWB PT ACP FE 8' -0' 1.3.4 102 STORAGE -1 CPT FE VRB FF GWB PT GWB PT GWB PT GWB PT GWB PT 10' -0' EXISTING FINISHES TO REMAIN 103 OFFICE CPT FF VRB FF GWB PT GWB PT GWB PT GWB PT GWB PT 10' -0' EXIST. FINISHES TO REMAIN 104 RESTROOM - - - - - - - - - - - - - EXIST FINISHES TO REMAIN. JES - : --- -- - - -- -- - - . NOTES: 1. ALL DOORS TO BE 1 -3/4' THICK. ALL W OD DOORC TO DEC LID CORC. 2. VERIFY ALL R.O. AND JAMB DEPTHS PRIOR TO ORDERING. V/"'"� 3. ALL DOORS TO HAVE BARRIER FREE HARDWARE AS REQUIRED. 4. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 5. ALL GLAZING WITHIN A 24 INCH ARC OF EITHER EDGE OF DOORS AND WITHIN 18 INCHES OF FLOORS SHALL BE SAFTY GLAZING AS REQUIRED BY UBC SECTION 2406. ALL SUCH GLAZING SHALL HAVE PERMANENT IDENTIFICATION SAFTY GLAZING STAMP. 6. DOORS SHALL HAVE LEVER HARDWARE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE. NOTES: 1 PARKER PRO "SHELL FLAT WHITE ON WALLS N CLG IN ALL AREAS TO BE PAINTED. 2. CARPET TO BE VOLUNTEER 'LAKESHORE' #35457 3. ALL VCT IN THESE AREAS TO BE 1/8' 12x12 TARKETT #3045 W/ 1/8' 1242 ACCENT VCT ARMSTRONG 'EXCELON'. #51846 4. BASE IN THESE AREAS TO BE ROPPE 'SMOKE' COLOR #74 5. ALL COLORS AND PRODUCT TYPES TO BE VERIFIED BY OWNER /REPRESENTATIVE F30 SCALE: 1/8'.1 A millo®______®■ - r ��� �� lIM I- ®M • Sri -�- EXISTING RESTROOM 1 104 STORAGE 1 102 NEW OFFICE 103 I NEW ACP GRID • B' -0' A.P.F. IN RETAIL AREA EXISTING LIGHTING AND FINISHES TO REMAIN REFLECTED CEILING PLAN t F3 C7 099 -0376 EXPIRED [\ I LEGEND 2x4 FLUORESCENT W/ ACRYLIC LENS (3 TUBE T8 LAMPS W/ ELEC. BALLAST(.. 2x4 FLUORESCENT. W/ ACRYLIC LENS (3 TUBE T8 LAMPS W/ ELEC. BALLAST) HARDWIRED FOR SECUTIRY HPS 70 WATT WALL PACK MTD. EMERGENCY EXIT SIGN 6 LIGHTING W/ BATTERY BACKUP. LIGHT SWITCH. TED 1x8 FLUOR NOTES 1 CONTRACTOR TO VERIFY POWER REQUIREMENTS OF ALL EQUIPMENT. (INCLUDING AMPERAGE) W/ OWNER. PRIOR TO WIRING. 2. LOCATE ALL DIFFUSERS 6 RETURN AIR GRILLES SO AS NOT TO CONFLICT WI LIGHTS 3. RE -USE EXIST LIGHTING IN ALL STORAGE AREAS. INSTALL NEW LIGHTING FIXTURES IN OFFICE SPACES 4. COORDINATE ELECTRICAL REQUIREMENTS FOR RETAIL DISPLAY CASES 6 ANY ADDITIONAL OUTLETS IN STORG. 6 OFFICE W /OWNER REPRESENTATIVE GAS MAIN TO BE RELOCATED UNIT HEATER VIDEO DROP SLOT :rsrmoomoav eamv moo► mraroar m• i 1 FILL IN F) EXISTING DROP SLOT 1� NOTE: ASSUME SOIL. BEARING.'.. PRESSURE TO BE 2500 PSF CONCRETE TO BE 2500 PSI 5 SACK MIX TYP. ' 4r-A' APIS 1414 4 .. WIC UNIT HEATER STORAGE EXISTING RESTROOM I104I 24' -2' 11021 5 -1 OCCUPANCY 882 S.F. CPT . OFFICE �U tit VU�S 103 I SECURITY PANEL ATTIC ACCESS TELEPHONE PANEL CONC. FILL IN EXISTING WINDOW. AND DOOR OPENINGS REMOVE EXISTING DOORS AND WINDOW �\ 1 A j =7. AS -BUILT PLAN "'IN SCALE: 1/8'=1' -0' ' EXIT O ti mrArra.cdranwesomarawarsormmoarmarommorm. Amman. VC 5' -0' 80' -6' STORAGE 5 -) HEATED FE D ATTIC - ACCES EXISTING EXISTING 8' CMU WALL 1 -HOUR OCCUPANCY SEPARATION 47' -0' PROPOSED PLAN 40 SCALE: 1/8'=1' -0' ELECTRICAL PANEL NOTE: EXPOSED INSULATION TO HAVE FLAME SPREAD RATING OF 75 OR LESS TYP. RETAIL I 101 I M - OCCUPANCY 1470 S.F. VCT ELECTRICAL PANEL / EXISTING WINDOW SASHES TO REMAIN 3 - -� TENANT IMPROVMENT FOR: U I PAWN -X- CHANGE \y\'2__\ 44164. PACIFIC HIGHWAY SOUTH TUKWILLA WA N , 000 OC1 25 1999 11041UG p1VISION INTERIOR CONST. NOTES 1. POST SIGN AT FRONT DOOR NO -1 THAT STATES THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' 2. INSTALL NEW FIRE ALARM SYSTEM IN BUILDING SUBMIT DESIGNS TO CITY FIRE MARSHALL FOR REVIEW AND APPROVAL. • 11 LAYER OF - 5/8' TYPE ' - Lo_ Lk_ 1S TYPE 'X' GWB CEILING .> TO UNDERSI IN ROOMS 104 DR 2L EXPOSED RIDG EXTERIOR CONSTRUCTION NOTES 2. 3. 4. ONE EXIST 5. 4. REPAINT ALL EXISTING INTERIOR DOORS AND DOOR JAMBS IN RETAIL AREAS. COORDINATE COLOR WI 6. OWNER. 5. INSTALL NEW T -BAR AND ACP IN RETAIL AREA 6. PAINT ALL EXISTING INTERIOR WINDOW HEADS. JAMBS. SILLS, AND APRONSIN RETAIL AREA COORDINATE COLOR W/ OWNER 7. SEE INTERIOR FINISH SCHEDULE FOR NEW INTERIOR SURFACES. FINISHES AND.AREAS TX BE RE- PAINTED RICAL IN STORAGE ARE • - - �Q�l� "`�"1 FUR OUT SOUTH FACADE W/ T -111 SIDING TO MATCH STOREFRONT AREA PATCH ALL DAMAGED FINISH. PAINT EXTERIOR OF BUILDING CHINA WHITE. REMOVE EXISTING EXTERIOR SIGNAGE AND CANOPY ON FRONT OF BUILDING. PATCH WALL AND PAINT. COORDINATE WITH OWNER NEW CANOPY AND SIGNAGE AND ELECTRICAL REQUIRMENTS REPLACE EXISTING GLAZING W/ NEW 1/2' INSULATED GLAZING UNITS MIN U -VALUE .75 MAX'. SHGC 1.0 RE -ROOF EXISTING MANSARD ROOF WITH NEW COMP. SHINGLES VERIFY COLOR W/ OWNER MEN C � ❑FE LEGEND EXISTING 8' CMU WALL TO REMAIN EXIST WALLS TO REMAIN NEW WALL NON- BARING WALLS TO BE REMOVED EMERGENCY EXIT SIGN 6 LIGHTING W/ BATTERY BACKUP EXISTING VERIFY INSTALL IN NOT EXISTING 2A 10BC WALL MOUNTED FIRE 'EXTINGUISHER WALL TYPES NEW WALL 5/8' GWB 0/ 2 X 8 :5 • 16' O.C. R-19 INSULATION VAPOR BARRIER W/ 1/2' T1 -11 SIDING MATCH EXISTING FINISHES AT STOREFRONT 3 -5/8' STEEL STUDS OR 2X4 WOOD STUDS • 16' O.C. FRAME TO 1Y-3' A.F.F. W/ 5/8' GWB EA. SIDE O.0 3 BATT 1tiL TYVEK VAF' . • r3! p - R- CARLETTI ARCHITECTS P.S. arclhSmsmlro 8 piannlvrg 2204 Riverside Drive Suite 270 Mount Vernon. WA 98273 Phone: (360) 424 -0394 Fax: 11360 424 -5726 99 -163 f'NOJtC L NUMBtN: REVISIONS: SHEET TITLE: TIM GOODMAN PROJECT ARCHITECT: TIM GOODMAN DRAWN BY. PETE CARLETTI CHECKED BY. CONTACT. MARK STONE 1425) 603 -9003 ASBUILT / PROPOSED REFLECTED CEILING / SCHEDULE) 10/10/98 DATE C: \ARCH \89\145.A1.O.DWG COMPUTER FILE NAME A2.0 CITY OFEITUKWILA o 1- 1 4 vss PERMIT CENTER COPYRIGHT 1000 CARLGTTI ARCHITGCTS. P.e. SUPPORT WIRES SEE A.C.T. SWAY BRACE DETAIL VERTICAL STRUT CAPABLE OF RESISTING VERTICAL LOADS MAX. TYP. D99 -0376 #12 GA. WIRE HANGER TO STRUCTURE AT EACH CORNER OF FIXTURE ATTACH SLACK WIRES DIRECTLY TO FIXTURE AT DIAGONAL CORNERS ATTACH FIXTURE TO CEILING SUSPENSION SYSTEM WITH POSITIVE CLAMP DEVICES HAVING CAPACITY OF 100% OF LIGHTING FIXTURE WEIGHT IN ANY DIRECTION EXPIRED VERTICAL 12 GA HANGER SPACED 4' -0' O.C. ALONG MAIN RUNNER TO STRUCTURE ABOVE. i4) 12 GA WIRES SECURED TO MAIN RUNNER WITHIN 2' OF CROSS RUNNER SPLAYED BO FROM EA OTHER. N.T.E. 45 FROM CLG PLANE. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12' -0' O.C. IN BOTH DIRECTIONS. W/ THE FIRST POINT WITHIN 4' -0' FROM EA WALL. SECURE TO STRUCTURE ABOVE. MAIN RUNNER A.C.T. CROSS RUNNER NOTE: SUSPENDED CLG SHALL BE INSTALLED PER UBC 4702. CD CDLIGHT CEILING BRACE FIX. SUPPORT OA N.T.S. .C.T. SWAY BRACE N.T.S. N.T.S . O PART. BRACE SUSP. CEILING OR GWB CLG. T.O. CLG. 10=0' IVERIPYI 2x6 WOOD STUDS OR 5 -518' 20 GA. STEEL STUDS 016' O.C. WI 5/8' TYPE 'X' GWB EA. SIDE B .11LDING p1VISION 45 DEGREE. 2 -1/2 ' STEEL STUD 25 GA. (VERIFY) OR.2X4WOOD STUDS BRACE 0 5' -0' O.C. MAX. ATTACH TO FRAMING MEMBER W/ #10 SCREWS, ATTACH TO STRUCTURE ABOVE ATTACH STUD TRACK OR 2x6 P:T. WOOD PLATE TO SLAB W/ RAM SET ANCHORS 6 24' O.C. SCALE 1- 1/2' =1-0' CARLETTI ARCHITECTS P.S. ardlittEaure & pi®nning 2204 Riverside Drive Suite 270. Mount` Vernon. WA 98273 Phone: 1360 .424 -0394 Fox: 1360 424 -5726 TENANT IMPROVMENT l �Na 4q. FOR PAWN -X- CHANGE ky�2_\ 1.4461 PACIFIC HIGHWAY SOUTH TUKWILLA WA CONTACT: MARK STONE (4251 603 -9003 99 -163 PKUJt I NUMStR: REVISIONS: SHEET TITLE: DETAILS TIM GOODMAN PROJECT ARCHITECT: TIM GOODMAN DRAWN BY. PETE CARLETTI CHECKED BY.. 10/10/89 DATE C: \ARCH \89 \145.A4.O.DWG COMPUTER PILE NAME A4.O COPYRIGHT 1000 GARLCTTI ARCHITL'CTII. P.®. R ECEIVED CIN OF N1CN6A PERMIT CENTER