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Home My WebLink AboutPermit D2000-178 - PAWN X-CHANGE - ADDITIOND2000 -178 PAWN X- CHANGE 14121 Tukwila Int'1 Bl. EXPIRED U City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: OCCUPANT OWNER WARNING: Contractor PAWN X- CHANGE 14121 TUKWILA PEZZELLA PAUL 1935 J ST NE, CONTACT MARL. STONE 18378 REDMOND WAY; CONTRACTOR PAWN X- CHANGE PO BOX 40145, BELLEVUE, WA 98015 ** * * ** * *** *•k** ** * ** * * *** * * **•k **k **'k* * ** 4 *:4 Permit Description: ADDITION OF 2,254 NEW SQUARE FEET OF RETAIL SPACE. k:Ak * ****•k•k*4 * ** * ***: ** *k *** ** * *A• ******** **:4 * *k * ** * *k **kk**** **k•k:4 * *A •. *A Construction Valuation: $ 99,626.80 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Acc.ess /Sidewalk /C'SS : N Fire Loop Hydrant:- N NO: Flood Control Zone: N Hauling: N Start Time: Land Altering: N Cut: 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 **** tic* ** ** ** ** * ***k ***k**** ilk * **** * * ***** *k * ** * * **** *:4k ****kk*•k *** * * * *A: TOTAL DEVELOPMENT PERMIT FEES: $ 1,644.19 **** *'*'A* k **** *** k** * **** **•k *•k ***'A'AA * * *** A A*:k A: k- A *:4**:4 *•k•4-A**:4 **•A *'A*-A** A* ** * ****** A*-k•k-.A , Permit Center Authorized Signature: 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 any authorized to sign for and obtain this development permit. Signature:__��fC:(C�E'-�i_' Print Name:_ 151000 -0140 14121 TUKWILA INTERNATIONAL BL ARET DEVPERM DEVELOPMENT PERMIT IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. V -N Occupancy: UBC: 001 Fire Protection: North: .0 South: .0 East: .0 West: N/A Sewer: N/A Slopes: N Streams: License No: PAWNXL *0340K INTERN'L BL, TUKWILA, WA 98168 SR AUBURN WA 98002 BLDG A, REDMOND, WA (206) 431 -3670 Permit No: D2000 -178 Status: ISSUED Issued: 08/0 9'12000 EK:p i res: 02/05/2001 98052 Size(in): .00 A**• k** A' A**• AA: A• A*• A'A•AAk*k *:4:4-A *A *:4*A•*'A'Ak, Phone: Phone: (206)000 -0000 Phone: 425- 497 -2500 Phone: 425 -603 -9003 End Time: Fill: STORE 1997 AUTO FIRE ALARM .0 Public: N Date: e c)() Date: 0E-0 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. ce U u) D ! . u)W W u cn d Z ILI al O N D F - ': W = W .. I- O ~ z CITY OF TUKWILA Address: 14121 TUKWILA INTERNATIONAL BL • Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 06/01/2000 Par'cel.#: 161000-0140 issued: 08/09/2000 rk**1.%*1..*Alt*A*A*AllAill**A1 Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being Performed,. 3. Any exposed insulations backing material shall have a Flame vread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), And Washington State Energy Code (1997 Edition). 5. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for or an approval of, any violation of any of the 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. 7. All rack storage requires a separate permit through the City of Tukwila. Structural calculations stamped by a Washington Permit No: 02000-178 . :State licensed Structural Engineer are required for rack storage over elght (8) feet in height.- • •• [here shall be no occupancy of the building(s) until:the I inal inspection has been Compietedf)Y the Tukwila'..Building jnspector. 9, All mechanical Wo be under separate issued by • the City of Tukwila'. . • . . .• 10. VENTILATION IS REQUIRED FOR ALL NEW - ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAP1ER 51-13 WAC. 11, All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 12. Al] structural welding shall be done by W.A.B.O. certified welders and special inspected (UUC - Sec. 306(a)5). 13. ,Bolts installed in concrete shall be special inspected NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS, DUE TO THE. QUALITY OF THE DOCUMENT. Project Name/Tenant: ii)li A i Value of Construction: Site Address: � ..�� State /Zip: 1i -1t2� T.►l4.u1�0. A*4 .% UA \ Au CPt'3t Tax Parcel Number: Propert Own ' rti ° o 2 � �v(7 � � Existing fire protection features: ❑ sprinklers automatic fire alarm ❑ none ❑ other (specify) Ph n e: (2J2t -2 7 Fa Street (L -TAAL C T>n City State /Zi : :4\� c 3) - \ TA Contractor; t — t )� -. � � p Phnna• Street Addr ss: ity State Zi Fax #: Architect: Lip; `Q \`� Pn Q✓ q- ( Fax #: Li ` e9 \ ' Street Addres 220 � . 1 ( 9 P ' City State /Zip: c r 3? 7 - VX.P Dr, YV17 . ∎ 1 Q S l o r ( - , Engine =r: % P one: 4 Aar 4i 71•t Street k(k 4/ \rson;J_ G� 11 _ - • K /UIY Cit State Zip: Fax #: Contact Person' 'q& Phone: Phone: «Z`c)( q0b.; l Street Address: _ \� 2 C7 Fax #: Description of work tobe�done: ��(�1.'l I ob e t c 2- ii)li A i 063A Existing Ret use: ail 71 Restaurant El Multi -famil ❑ Warehdtise El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑' getail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes In—< If yes, extent of change: Existing fire protection features: ❑ sprinklers automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: existing 22.g4 new Area of Construction: 2254 Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and stora. a location on separate 8 1/2 X 11 paper indicating ❑ yes �} n quantities & Material Safety Data Sheets CITY OF Tir WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANTREQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF.THE FOLLOWI Additional .revlews ma be determined ,b':the:Public:Works'De %artment ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use in Water Main Extension 0 Private 0 Public ❑ 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. Dat applicilon a cr,Rpt� Dal applic ' atiI expire 2 Appllca 1 taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM NCPERMIT.DOC 1/29/97 91 047.0 r we r�rean n Mm,, Z W D UO cn O W H N W WO 2 g Q = d F. W Z � I— O Z W c o U� O— CI I— WW H� L li l Z U= O � Z BUILDING: OWNER `OR AUTHORIZED'AGENTt Signature: P4( �� // �i f .14 Date: (� a (,31 Print name: a It Z � I .P on: • Fax #: / r ,D 3( _ I A ' ity /St• to /Zip: 2 - I Q . k k tt A C ,,.) ALL NEW COMMERCIAL /ADDITION /M I- FAMILY PERMIT APPLICATIONS MU E SUBMITTED WITH THE FOLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER . ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433-0179 for servicing district. ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include 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. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). Vicinity Map showing location of site ❑ ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ ❑ Mechanical Drawings ❑ ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ ❑ Architectural drawings ❑ ❑ Specifications (if separate document) Structural Calculations Sprinkler structural calculations indicating load of water- filled sprinkler piping Height Analysis Soils Report stamped by Washington State licensed Geotechnical Engineer Topographical and Boundary Survey Tree Coverage Analysis (Multifamily only ) Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ 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 Pub- lic 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 ". ❑ 0 NCPERMIT.DOC 1/29/97 Building.Owner /Authorized Agen t ; 'if the.applicant is other than the owner,' registered archltect/engineer, or contractor licensed by;'the of Washington, a ,;' notarized letter from the property authorizing, the; agent to submit this permit' application and obtain :the permit , will be.:required as. part of this'submiltal ,. ; I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. {T i" ,7 3 � S 1TYC{" 7' 417 •A A.A•h•,t41t*A.}totA.At•Ar4A*Akk AdA k *zt*A•kAk4* f A .o }a }Aof AitkofA> Fit* A kA•AAA><. kA :CITY O TUKWII A, eta (.1 TI2AI SI I r 4 r } �k •A A A A k r .k AA 4 �r A •A s4 :t •A k * •A A• A A tt •t •k A * �F• s} •!: k •A * k k •A k •A• ,•A• k :f f �• A � A ti >S d ><• o > o TRANSMIT Number: R9B00'9b Amol"int: 1,644.19 06/01/00 12.50 Payment;: Method: CHECK Nutet iuf PAWN X C I!•lNGE ):nit.. Ti. i :rm i t .Na 02000 -178 Type: .DCVPERM DEVELOPMENT PERMIT Parcel 14o: 1610.00 SitieArdtlr•es ;a:. 14121' TUI'WTI..H l:NTERNA•1•Xgi'ifll.. ni. Total F,>4s: 1,644.19 J..644.:19 Total ALL Pints: 1,644.J9 I4a1anc'?: .00 i *' *AAA *h#.4lcdAit•k141 t *i **A*•t* *•A*Aih *A :.A Accoi.in t Cod ; Deier i. pt i oii Amount 000/322-100 E3!I):I oING NONRES 993.75 .t }013:`3%45;.830 PLAIN CHECK -- NONP.ES 645.94 00/$86.904 STA i E .BUlr,1 }ING SURCHARGE 4.'6 41,0 06 /06 1717 TOTAL 1644.; 4 ^ 7:7, 2 x a.ri�r a. dot.'....,& N1r. x..., e.. w. n. R ...a.r�aH,fiu)7Yn.1'ai:* ",u' �. r.Y�.i.. zdiA'w'1.•��: r.., �� .;'nYr4Y.Iri•.»i,Y'.t�i.A.t.+.. t�stt�i:a. F „4 1i 0 N • W} co u W 0, u- O. . W 0 0 w w,. Z ` 0 N z Payee: PATRICK REED TRANSACTION LIST: doc: Receipt Amount A City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1610000140 Permit Number: D2000 -178 Address: 14121 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 06/01/2000 Applicant: Issue Date: 08/09/2000 Receipt No.: R020000626 Payment Amount: 47.00 Initials: KAS Payment Date: 05/10/2002 01:55 PM User ID: 1684 Balance: $0.00 Type Method Description Payment Cash 47.00 ACCOUNT ITEM LIST: Current Pmts BUILDING INVESTIGATION Description Account Code 000/322.800 47.00 Total: 47.00 Printed: 05 -10 -2002 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION !` 6300 Southcenter Blvd, #100, Tukwila, WA 98188 i PERMIT NO. (206)431 -3670 Project: t t ?r) -- "o/1/1 Address: Special instructions: Ty�_of Inspeytion: Date called: a.m.. Date i`nr /D Requester: ' Phone h o n g 3 5 - Q )/ Approved per applicable.codes. COMMENTS: $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: Corrections required prior to approval. h. A U0 ' to co ur W 0 I = i Z Z H; 0 Hi w w U ; .. Lil U = . O F- Z P ' : ( V)r) - (havtili( Type of lnsp Address: I L i i T1 1.. 61 Date called. 2 w, Spec al Instructions: I 1 A44" Date wante 3 b a.m. Requester"? > 4. . 1 '. riw..., c , p .,e., I 0) s35 ...... ce / .c-- INSPECTION RECORD Retain a copy with permit INSPECT NO. CITY OF TUKWILA BUILDING DIVISION It 6300 Southcenter Blyd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: /%) c cee e trr---e2 -22- , 4447 41 f)-7/ r-cay I), 5.2vehIg1-2-10 El $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: z 2 6 3 JO W w ui 0 2 ?7 g 5 u. < g Z iu 2 I— ww I C.) 1— r . 0 Z cn c.) — 1 = 0 1— z Project Name ea 0 Address / I - Tri(14:.1 4 171 Gl Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: FINALAPP.FRM Retain current inspection schedule Needs shift inspection (74'47.1111104eila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fie Chief Authorized Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. T.F.D. Form F.P. 85 d 000 - rig t Suite # Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 WAR kral0 irnie z z tu 0 coo- w 11.1 w CO LL Ili 0 g =I LL !II a I— al Z 0 Z ILI tu 2 0 0 to 0 — 0 I— W . X 0 1 . = L I 0 Z kJ • co 1 I 0 .COMMENTS: ) Qi l re r4lMevi Otr" t� .t r''e' 'CS V\ e„.∎ W Addr s : i t Ti z) A- ' r-r c1 .v- i c i C u-,tA,tA berk. Ctr►N F nv - c--\ lIN k. "CI kc. U►t po X t�5 p. S 0I few ,(11.. _to cit r-e - c.c ' A Pr ct:: � . - tio T of Ins n: In; I Addr s : i t Ti f t'� Date calle " � , 1 ( 0 t Special instructions: ( o f'. Date wante :/ � a.m. Request {� Pone: c e c f psi) o— r� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 L Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ,11 .62000-1 7 PERMIT NO. (206)431 -367 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receip o: Inspector: Date:8 ( Date: �',..:�`iti,, .�� i�G�:' ;ad;i:7it�78.- �j�.�i` : I�•e� yn >. _i�.Y �+c.r ,,,{,�, - V ° as L y i 't v ,q _ cw - : n .,T d. P.w.L+.4 z..£ry 4t u w ilg et: I-) oject: e -t u„)n - c 'rap of Inspection. - rC fflflC( Date called: .1 lo- Ici — o0 Address: It-1t 7. 1 - 7. r., t?, Special instructions: p-q se__ c_c,II I htwr C.... act c$ . i, t �' C_. S R,GK. “. /1 eet- W /y:µt. (d, si . Date wanted: lo-2o -Dc's a.m. Requester: ,L.1:... Phon Z.�_ Z.g .t z( INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 4 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit \11 D2ce.? g COMMENTS: Corrections required prior to approval. $47.00 R NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter_Blvd�, Suiic 400. Call to schedule reinspection. Receipt No: Date: .;..L—..,w Cu• .._ -.:s= `.:tea.._. • . x<-. a.. a .aRZia.'Sllfiii3�viltiwczbkoWiG� _ L,•n. :tW. t , `,i..'? ti w„ s, h.. _6t:a,tL igehARM1 „la. #i "M ? <'akt# SL.H.d..F7: /dkr_N .10. 4tt., ',l!.:.).4■.% INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. , t■ 640" 441alit PERMIT NO. (206)431-3670 Pr ject: —ahrc r Ad T. T Sp cial instructions: Type of Inspection: ck Or\ (\,C1 Date called: It: - Date wanted: 10 — I tt cf) liTester: 3so- 1 Corrections required prior to approval. COMMENTS: i) 4-- S4-if c-/-)9s r (:/e/.7-0/ 7 ' #52 7 , ea l- / - ' 1-6 ) Co 4fcle y iVe e`"--1-4( te2 ted k s 1/4' 4%12, ca 2, y 7 ?)1k4 eAti j (P7 neda tal-‘ Inspector: Date -4 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: I Date: . • laitkialtaiggaigiagAlataiala Vrivita ' v,,A2 tot..W41444421.01ixt,44436;44 COMMENTS: \:) ij\1 1 -10 V-.00 i'tr‘m l t A Gt n et) 2 .) 4 ,S \ Ivr' V'U�`iv. ireA r\ rA hi' u)) CG>c1S ? C01v (..t 1M" i 0h -ec co\c v r)IT5 C)tn -icyp -) -0+ C . , 1 ■ /.)G \\ tl v o CA . `P ? �Vrt ✓\t C J -k\\ A CU4-CL - c„ \prU \'ov' ( W1 r h \� Ot-+ . \UA e Special instrs: W itte yo-u { ,./.(.L0 ` Of Ve... 810.Ylit Date wanted: l G O // O,/ Pr • ct: ,�,�)) n (i iu Type of pect'on: // L Address • ` A U Date called: ��- Special instrs: W itte yo-u { ,./.(.L0 ` Of Ve... 810.Ylit Date wanted: l G O // O,/ a.m P.m. Requester: Phone: X63 - 350 - is INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ;Axgkuait ;�'.a�?v.�thtas PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector 4 - O n 11 Date: ( D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: wtiizw..; Si]itw:+.:i7a • 61404 aiwyhi?sfls1 " ��X'kifl$ .' GSki Ltu':Am.u++ ".iuS.`s: Project Type of Inspection: Date called: Special instructions: Requester: Phone: Approved per applicable codes. I Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 y 1, PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: ApppZ.1,,ei /04-s-74 I, Inspector: Date: / / zo E $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Date: i11 ^, jei ;F.S �i &..a dd, ` a lheiS'i Project' G J'\ y.- G C yAr Q Type of Inspection: F �G YY11 tx �J Address: ` l-11 1 71 Date called: Special instructions: f Date wanted: r� ^ a.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: IA PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: OV,40r� Z rertr CAOp c rl t Date: %i ( • oo ❑ $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: 4tn �).e .a. j .. s. a ..4.;k;r.,s,+::v'..V.�+' «riktvJ ,�'Ca'i`+,� ;.4'ai. Bei V0: `16 rv! Mi4 W.YtKkroGgrarta,fe,. wiS a a. n W 0 co ca W 1 J W LL; W 2 Q; d ' 1 W w 11.1 z � U WW U U. t z U =i O ' Z Project. GUiV\ - A CLIr\c Type pf Inspectio ` � c4v1 r Ow i 1--ti Address: 7 t pecial Date called: Special instructions: Date wanted: nn,, a.m. Requester: Phone: INSPECTION NO. E Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ( (206)431 -3670 COMMENTS: 1)ra-C-i ,S4opc cevett l (PO 1 Y\ NA r,&(. r C'� o Pt Inspector: v. - / ,LcA.A Date: (1 4S-00 corrections required prior to approval. 0 $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: JCtiaftiCSSi t..4.L.kattawla dA4, 61, 434t 4 3k+: 1r' St.' 3' n,3i.fiolYaiitlu. %k .atr i. ,L :Y +il;.wir��ntA*E�4dl'S:'>ti v'5iAiin ttb?r'vi ` II ' W O' Cy, w Z Z Lu 2 0 ( O w w' I C3 L I O t.. Z ' U N; 0 roject: riv l X-C kav\ote. Type of Inspection: Rr Tcc v r Nit' �� Address: I N 1a) 771 .R . Date called: Cl 2 -- Special instructions: f Dale wanted: 9 — C p Requester: 1C. Phone: p 2S'3 2 SO - 2°CIS i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • Approved per applicable codes. COMMENTS: H intisCrrr � 4c4 s) ht vt� INSPECTION RECORD Retain a copy with permit Inspector: Lk).4 (206)431 - 3670 Corrections r prior to approval. '' Date: 1',7/ S 0 $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: :4*-4 # s �•'°„ k "'!.c? ': B t',- g ar `: t4g 'nG' +xf>.tkCy ,, a�? ' .'S Weitic:iit.4i3 ;: Projec K 1ttt1 c i Type Inspection: arr1 ddre L� la T �\ l 1 .w%�,�'1. .Date called: 4 ' 1q' Do Special instructions: Date wanted: 9_11 -00 a.m. p.m Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 COMMENTS: QP11rtl -'k Ya4nQ Qyis 14 R 1 r e, SL r \ r,- k 1' u 1a C i C Y it -e Wok 11 O )L j-n C ()Up it Inspector: k9A I Date: q` I g 0 0 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: uW llsN;�at �„ K, tt�s�i;. t., a��r��e' oJ; td ..�.,Miw:ti:�is+nrntr�nri:;T:;'L aex d A Lek:prP 4414.^44 N`.i1. 8d:Cds:auai' Pt�.tW+ ..iiLCd's3tiiSGk kfrP ,lit''- .Lr'La+i pproved per applicable codes. PERMIT NO. ' (206)431 -3 roject: C _. t'1 Ci r.0 Address: -� Special instructions: Type of Inspection: k . CO f/1W Date called:: r_: �(:. ) Date wanted: C — C Requeste : Phone: — Corrections required prior to approval. 11111111111111111M111111111111111.1 III, E l $47.00 REINSPECTION FEE REQUIRED. Prior sc ins e ect io n, fee ection must be paid at 6300 Southcenter Blvd., Suite 100. Date: INSPECTION NO. CITY O F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .,. n riia INSPECTION RECORD Retain a copy with permit '•1 .V. Al'a'i ":+iaic`i Pro' t: O( IA) in e Y(' k h Type of Inspection: e i et-4 St rt,c-tvr� m mi Addres : 1 121 Tuk.. T vet V Date called: r, (=1- 5 - 00 Special instructions: IZ,'�t.tX' tAM Specict...k.1n5pector on Si`i Date wanted: a.m. �' -(n_ p.m. R equester , TzdC(e -- Phone: 2S - 222 - SOW INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 026w- 1 PERMIT O. (206)431 -36 © Approved per applicable codes. El Corrections required prior to approval. y; COMMENTS: "Me 6-0 4 — v ,( Date? n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 14■ 4V4drlse 4,1444 ,1Hf Jsa .r >ltrta ,a a�,v'r:�i4++c Project: 1 LO X — C ha r•cie r Type of Inspection: S,-- in 1- .`;i-r k 1 + 1‘ Address: \L112.1 - C ^ : r . F ate called: 4 - - D- c Special instructions: * 'i I - )c s0 10U 1-)e-Fc,re. 1 L !."3t.: A N-t Date wanted: i', -- �1 - (1 - a:m. P.m. R 1ue ' Phonc5e: D DD /c INSPECTION RE RIB 'Re tain a copy withrmit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 7 , V. (206)431 -3670 Approved per applicable codes. El Corrections required prior,to approval: COMMENTS: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, " fee,must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedul reinspection. Receipt No: Date:` rurt, :•4 a�Mi :hl` 4 wtil. d� :? :rtt & iYw.{' is.. t' :14 ?1 Project: G1 &hktilti_ Type of Inspectio • i Al•r Date called: gi f ig . Date wantedg ze3 ier t_ . . Addr ss: / I ff 2- 1 T2.8 Special instructions: • --.3 le,t- Yt6t0 Requester: Phone: 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 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: v•- ^ • t' • -•••:1.4kf • • ' fAlai, " 4Ftieig446 , itkiS404,4444 1 .1:4A.iiO4mi.kti Pr 1 ct: /,� i T of Inspe do l�1 Date called: g 17 Special instru ions: t Date wanted: pg. 7 , $ / b w Requester: 0c , i Phone: d5 3 p?^ v INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 E] Approved per applicable codes. Corrections required prior to appro COMMENTS: 2%n 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: s:Asi�i �:x�'iac:Ss'?.:.:tr .t Xr.. ct sa�GKu3vSiai':�U+1wtn 7i; i3riE�ir .`SYAt.`i7hl'ct1;�B+S+`Gak.'s: Z W o O rn 0 i (O W N LL; W 0, 2 QQ LL Q ' co I al 0' N; 0 HI - r ill W ' ` I-- Z O ~: z STRUCTURAL CALCULATIONS for PAWN X- CHANGE TENANT IMPROVEMENTS 14101 PACIFIC HIGHWAY SOUTH TUKWILA, WA Prepared by GOEDEKE ENGINEERING 17119 SE 47th Court Bellevue, WA 98008.5805 Phone (425) 844 -5899 Fax (425) 401 -1250 C. Gregg Goedeke, P.E. Structural Engineer D2OOO i 78 • As.... v . • ur ' [EXPIRES. 10 /20i la r0 RECEIVED CITY OF TUKWILA JUN - 1 2000 PERMIT CENTER G.t:airultu §',5 4i{i%-u.Ya 3:Aio,lnt.�1* u a "k:., 1 oaas 414. .,:i:,.k;:i ..ra...n4 ',s . rn w w o` u Z O . Z Z Hi � W W' H V LL ro O i Wu) O ' LC- = . Pad . �i ,.... • - v i v 4.5 fs -n, L44 P /8 ( . is 11 IKhu2. .. (/ o (� I f r,K� I, o mtsc 11,? " ..144 Fv t . •-• a a •..,,. V 1 • V V 1 2 14.4-11`- ` C Moir loan •a-.. l o 4 5 RECEIVED OW TUKWILA JUN . 1 2000 PERMIT CENTER 2 B 0 0 co W' cn LL W 0 J u_ 4ti co W ' Mop W Li u ; LL F- - 0 W Zj 0 Z 4 Ise`:) 2 . � 6 °)° 7 D. Pt'- • •-7. • -!--- - .Inc s f4 101,44-47,4 4 ' ? 5 (114$- 42 - p=� . Cep Ci q s .. . : o.42_ l/ ky _..•: I C�[e A7 4 M , t) _: : T Co,bz (0.)66,44) = 1,,2: to"_ 1 `ass _ _14,44_- . Lai..- 1 °, ' ' I ! cNf '53! r .s.P. ...re , : • • 4353 5G• .. 2 U ` Ak- 1 • V 1 NeOeIVLD .cITY.OF TUKWILA • JUN 1 X 1 000 • pERmIT CENTER N 0 to W w D. a Z H- 0 z► LU u j, D o; C.) o F- UJ 11 0 I- z aukt cuitfies Cce4.) PaA4sy%. Y— N dAdYS-y-- , at- A Fa-44,# 3 of-- 5 too /: (2)1t3 =- fSC�j�t 33� s fit $�!. 3'21 1 2. aG G1.k- C2) Pp $_$ TO. Per = 7 r a Dr.c(V) �(ro + . , 11.. 3 11 k = oi'3"'.. : As 4a,24 (5"),- I 6" d-ar log4 - *8 • *4- S 24 etc., 0141§ n�K�w JUN -• 1 2000 PERMIT CENTER 8 uJ wo 2 a r i t v : w . F z LLI Iff � o G F- mow: IL o • Z[ U ci O z .L9,4714, Cp444 .:_.. • : 4 4 .: ., :.._ ..:............ P! 14-- -- . CO36z)61 )64,; 0, .134 rrra = 1 ..104.0s*" 58 )°flit"' 101 'VI .. .P.0 415 CCU. S4 lYr.G[S . .v .. 7 p.!4.4. � _ - -- . - 9 1 . .. : t • • P--.4. 0P r..= : /•.P 1 y` • r • V • RECEIVED cfY,OF TUKWILA JUN - 1 2000 PERMIT CENTER '1Na c•.ldiatr dR• ....*W.La J('. 5 ' %Fa7il fl t {'li(V ii'�✓ }d1:4e9CYnyLt L ,a. . : :'P. . (4 5 = . ' . fs' /, (') _ 1.44 9 * a ,P A - i0 .� 55 Yg. ' 1,131., 4 £,e4 c. f''4 fires, ; . W = at' ;. W 1 �Y ... ;v f (itl _°/! :' : ?Lo VeoseAtici-$1:kg4t4itf11) m ar ( W446,0174- t __._bloeldt.,_ :.. vA. , ;rte ..�,.<n. a..n ,.w.r.,v..ss+..th.tu , - faY:A::'.�n'.ctPsrI.4&•` w. l7 r ' .. 1 • J 1 • • RECEIVED CITY OF TUKWIUI JUN - 1 2000 • PERMIT CENTER May -26 -00 02:55 CARLETTI ARCHITECTS 360 424 5726 Y J 1 I ii 11 Ili �yl $ eele lff 9 Illi 0 000 4 .. A \ � \ \\� \ \ \�1 RECEIVED CITY OF TUKWILA JUN - 5 2000 PERMIT CENTER P.02 6 J V o o 0 : UJ UJ W 0 } • } = O . ▪ W ▪ O z U • 0 O N 0 i- = uJ u. O U N O ` EXISTING; -NEW RESTROOM i : OFFICE L041 L1O3 ,1,1 't7 47' -O' EXISTING WIN SASHCS R .411' FILL' ' IN EXI NG 1 WINO')W. ANO ODOR' OPEN;NGS T' V. f 1/11 lei Q Vo f 1.e 101( wzel AWOL/44. �h 17 XP— frier G ♦41 y1yc-Ioh { �r fi w 1 ► e7 RETAIL Y� 0101~' EXI ' '�' , ►,;,:: OCCUpavC • W L.; HJU 14 OCCUPANCY ' 1 v 70 y'F ;SERARATION y.� ' GT .. ^I"++'n�+svN• >n,^v*ntr*m 17 2v aw+,se.+• + +era! r+�wr m 9∎041 , 1.. rer Vit..7MVSw,M`.'+ne9lv!w. Kfy'k314"A2Tgtfi't` f4CMItt • D . 0 0 0 H I- W 0 0 0 , N w . J u_ : W 0 5 �a ° H W O H-' j ' no co 0 — O H W W" • 0 z O N O z -TO GE• v hf �� .... .._ _ .......: 11 l 101 PI EX1riTiNC H' C'!:: c J , ►� • ;OCCU °ACY t t. If +� • W4.L:I -POUR > . s ; OCCUPANCY ' , VCT s; , SEPARATION i U e EXISTING; -NEW RESTROOM : OFFICE 1 L , - , 1 8111 :; ", . - IL ;'IN' EXISTI WINC•JW, ANO DOOR OaEf■;NGS ' , i NOT FOR PRELIMINARY CONSTRUCTION i4•1 — CARLETTI ARCHITECTS, P.S. architecture t planning 2204 Riverside Orive, Suite 270 Mount Vernon, WA 98273 Phone (36(q 4240194 Fax (360) 424 -5726 a po' f M M vt, --Icp G4211( a f rpv4 -(. Paht> XP— f - it0y} ii 01#144 /F IAA 1( Lc • FAN - x a-41015 1p4u N N H zi • 01 N 1 I(ran &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 7, 2000 KA No. 066 -00189 Permit No D2000- 178 <' Mr. Craig Arndt ARNDT COMPANY P. O. Box 1719 Milton, WA 98354 RE: Special Inspections Pawn Exchange 14121 Pacific Hwy. Tukwila, Washington William B. Throne Regional Manager Pacific Northwest Division WBT\DA \ pc cc: CITY OF TUKWILA 1100 Dear Mr. Arndt, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on August 31, 2000. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Dean Alexander Principal Engineer RPE No. 30508 Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939.2500 • Fax: (253) 939 -2556 00119 dh.doc DATE: PROJECT N: PROJECT: LOCATION: I(1' 3Z3I1 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION -00 (26, -oo1 8g / 1 z/ t c . /"`r DSA File /Appl. No. OSHPD No. Permit No. D z000 r (' 8 CONTRACTOR: ^ K �� c.. I.0.R.: •.le1FF lyze PRESENT AT SITE: COPIES TO: KRAZAN PROJECT MANAGER: WEATHER: /Lt.t SUrf,iy TEMP: fop's flt) g, - 694 eentigN&ED i1A o,ve 11SPe4 N Cir /, ,'- / 9 E © s• IO2 or 61rz yr Fog New eerEgion. wiILc..$ Cr ctu4 . CoN MD 'PLAcEP tiff %. Flo s4 Fr 4r ' 7me eP &AVM— /Ns /ecrrIft) R AIMN E2 of t£ /lvfoR- eilieNr 4ij) it p'o ,ire fit) C itiMANfc Gv /Q'Ff APPgovDD PLiWS. Jlt ILEs PI2oviDeD R r a_ c'P 2' (t) F MAX tD b3Coc3o 6/2our . SAi 'LAS TAtt ' J TWS CoN'i'1t. C1o'(Z- Nw-ev aci r 0 PAP 4 tviuSoLttofterEl> WI TI li r vi 8(2.Af'toN . me - Dvc12« gND /N M/ At-LS' ?CP- OPPac v poINS ,I4v-,D SPELS NOTE S 1NSP�c� Ms Nor APEdwikeZ A c zWAJ griN TuP- -At A o r Es Fb2 /N1lSoN2y coausrf uc2ioN , fgojcL/E2 , coy Ty of IhUSPEc.Ttr2 XECO34tMENDEV 17/Ar it WEE "act . Ai1 nF XR14 ZRN 2y 1#25 /N /}Dvf?Nce IF �vQtrtfE2 /AJSPEcnalOS Age Y NEbEL To the best of my knowledge, the abov1 ' WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technl Al 215 West Dakota Avenue, Clovis, Ca 93612 (559) 348-2200 I I' Commerce Circle, cramento, CA 95815 (916) 564 2200 8020 W. Doe Ave. Ste. B, Visalia, CA 93291 (559) 651.8267 . • N. Sherman, Ste. A, Corona, CA 92880 (909) 549 1188 tm ��jJ gave V. Bakerslield, J Ai0 .. .,,,„ ,�. ( ;Q t,02g.", n x r _ 41 .9 ;,Z�4 AI!0,5�Krn WA 98032 253 854 -1330 w. �xm.� %mrs.. "i .a',..�,� ...ru ';`1.f:4T>1:. � . ••t, _.. "nwn1 .111 z tr � U O'. .0 W CD W Co W o g .7J _° Z � W uj o � o W W o , Cu co F = o� z October 3, 2002 Patrick Reed 14121 Tukwila International Blvd Tukwila, WA 98168 RE: Permit Application No. D2000 -178 14121 Tukwila Internation Boulevard Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection 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 provisions 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, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to November 19, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Xc: Permit File No. D2000 -178 Bob Benedicto, Building Official City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Stefania Spencer Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ce V 0 0' co o CO Iii 9 CO W 0 : ur Q' co Cy W Z F. I— O Z t — t 3 0 O to 0 t u) O s l .. Z O January 8, 2002 City of Tukwila Department of Community Development Steve Lancaster, Director Mark Stone 18378 Redmond Way, Bldg A Redmond, WA 98052 RE: Permit Application No. D2000 -178 14121 Tukwila International Boulevard Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection 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 provisions 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, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to February 26, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Stefania Spencer Permit Technician Xc: Permit File No. D2000 -178 Duane Griffin, Building Official Ins 00 Ara 0 Steven M. Mullet, Mayor 6300 uthcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206-431-3665 til 0 0 • , W W ' • u_ uU 0 u_ Q N a o Z ` Z Hi 11J Lu j p` O CO 0 W uj = V IL- Z August 23, 2001 Mr. Mark Stone 18378 Redmond Way, Bldg A Redmond, WA 98052 RE: Permit Status D2000 -178 14121 Tukwila International Boulevard Dear Mr. Stone: City of Tukwila Department of Community Development Steve Lancaster Director In reviewing our current permit files, it appears that your permit for the addition of 2,254 square feet of new retail space, issued on August 9, 2000, has not received a final inspection by the City of Tukwila Building Division as of the date of this letter. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official wider 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 for a period of 180 days, after the work is commenced. Based on the above, if the 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) 431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician \c: Permit File No. 1)2000 -178 Dunne Griffin. I3uilding Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 9 N u. • Os CL Q ' Z 17r 0/ D p, /O y; G1 W W Ui /LL 16 fill Z, J 0; O Z. July 6, 2000 CARLETTI ARCHITECTS, P.S. architecture & planning z 1 . rt w ' Ray Cockerham, Building Inspector m City of Tukwila v v ' Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukvvila, WA 98188 CORRE u) g vo w ', o N ION 4; , ° 2 0 Re: Pawn X-Change LTR# e o ti ,�_,, g _14121 Tukwila International Boulevard c, LL < Permit #D2000 -178 Jv N d . Q `o � Hw Dear Mr. Cockerham: ? O z t— w w ; referenced project. Listed below are our itemized responses per our phone conversation of July 5, 2000. v N ' off Item 1 w w The existing cmu wall bears on an existing spread footing. Per our details shown on Section A -3.0, we P () , are doweling #4's at 48" on center and epoxing them into the existing foundation wall. Please see the ' Z j attached calculations to verify that the existing cmu footing is sufficient to carry the additional roof load . v � ` placed upon it. O 1_.. z The following is in response to your Correction Checklist, dated July 3, 2000, regarding the above Item 2 The new finish floor elevation of the existing addition is being built at the same finished floor height as the existing building. There is accessibility provided throughout and the existing building has an on- grade entrance and so will the rear. There are no additional changes 'needed to comply with accessibility requirements. REC aJ(JL .l .1 COM. DEVELt._ ....._. f Item 3 We currently note a one -hour occupancy separation along the existing cmu building wall. Opening #6 is noted on the plans and door schedule as a new one -hour door assembly to be installed in the existing opening. Therefore, we comply with this requirement. Item 4 We agree that overflow on the roof drains are to run independently, per 1506 of the 1997 UBC. Item 5 The concrete specified for the project is 2500 psi or less. Therefore, the only special inspection, that is required is any,epoxying or anchoring of anchor bolts or dowels to the existing building and proposed • addition, and special inspection will be required for the cmu construction of the addition. If you have a Special Inspection Agreement, these signatures should be coordinated with the Owner's respresentative, Mark Stone. His phone number is (206) 679 -5348. S :\Arch \99 \Documents \163 \Cockerhtrm 07- 06- 00.doc Dzcxx» 2204 Riverside Drive, Suite 270 Mount Vernon, WA 98273 (360) 424 -0394 FAX (360) 424 -5726 • Ray Cockerham, Building Inspecto, City of Tukwila Pawn X- Change Permit #D2000 -178 July 6, 2000 I trust that these clarifications are satisfactory in answering your questions concerning the project. If I can provide any further information or, assistance, please don't hesitate to call. Sin ter J. rletti Carletti Architects, P:S. cc: Mark Stone, Owner S:Wrch \99 \Documeiris \163 \Cockerham 07- 06- 00.doc JUL -07 -2000 11:39 AM GOEDEKE -�...: W 0 � f_ 'd s _ S�f° */e � ...._ I.3 a �.;t�±�! !K ) 4.l186►9JW4; ...._.._ _ _...:._ . 425 401 1250 i P.02 July 5, 2000 Mr. Tom Hansen 13436 NE 16 Bellevue, WA 98005 Dear Mr. Hansen: SUBIECT: CORRECTION LETTER #1 Development Permit Application Number D2000 -178 Pawn X- Change 14121 Tukwila International BI This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Department. At this time the Fire Department, Planning Department, and the Public Works Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, Tammy Beck Permit Technician Enclosures File: D2000 -0178 Cii of Tukwila 84/cx. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 • o co u) w ; 9 u. = 1— z p o z Cr: W uj p - 0 I- uj w F.. U W z . c.; 0 z Building Department Review Comments Project Name: Pawn Exchange 14101 Tukwila International Blvd. Permit File No.: D2000 -178 Date: July 3, 2000 Reviewer: Ray Cockerham, Building Inspector (206) 431 -3670 1. Qualify added bearing load to footing at the existing CMU wall. 2. Clarify finished floor elevations noting accessibility requirements. 3. Provided 1 -hour Occupancy Separation per 309.2.2, 1997 U.B.C.. 4. Overflow and roof drains are to run independently per 1506, 1997 U.B.C. 5. Complete special inspection program, Details and notes included the following work. Bolts in concrete, structural masonry, special grading excavation and filling. A revision to the special inspection program is needed per 106.3.5 1997 U.B.C. • Ciiy of Tukwila Fire Department Thomas R Keefe, Fire Chief Fire Department Review Control ##D2000 -178 (510) June 8, 2000 Re: Pawn X Change - 14121 Tukwila Intl. Blvd. Dear Sir: 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) Steven M Mullet, Mayor 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 -575 -4439 U 0O: W w. co w 0 u. J 3 N Z 0, � z 3 •O Ni 0 H w Ili I w �! 0L ' z Ciiy of Tukwila Steven M. Mullet, Mayor Fire Department 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) 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 xaaarta ysrmL,nr... ...ui . wvm�w .....+.r•s..swa..w+.ay.+r.+ •.wn ••�,rr» ewe }cn�arr.�n%tu++9s`rWV^z�t�SMN RMeaMVM"+Mi U O N o w ' w O: g< tu z z �'. 0 '. 2 U0 0 - ; o I- w W — 0 111 Z ' U- 0 Z Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575-4404 • Fax: 206-575-4439 . ^muww.i Strain ^m n. ,..t-w!p r9lem mr. r .+.m.~volermz n:rrxrvrwt±. akx,A o.mw'rryfgemmeirefo 1 Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief 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. An approved fire alarm system is required per City Ordinance #1900. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) (City Ordinance #1900) (UFC 1001.3) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. 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) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) V O ! co `2 W '. w ° : W z � H UJ C) co 0 H W 3 U. O .Z w _ ' 0 z Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working . space shall be provided direct! y 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) 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 7. 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. 8. Draft stops shall be installed in attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces of buildings having uses other than dwellings or hotels so that the area between draft stops does not exceed 3,000 square feet and the greatest horizontal dimension does not exceed 60 feet. Where approved automative sprinklers are installed, the area betwen draft stops may be 9,000 square feet and the greatest horizontal dimension may be 100 feet. (UFC 708.3.1.2.2) 9. In combustible construction, fire blocking and draftstopping shall be installed to cut off all concealed draft openings (both vertical and horizontal). (UBC 708.1) 10. Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (UBC 713.3) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Yours truly, City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P Keefe, Fire Chief 5lD The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 To: Tc=\ M. Y\i\A Enclosed are: ❑ PRINTS /DRAWINGS ❑ COPIES ❑ REPORTS [l}- DOCUMENTS ❑ SPECIFICATIONS 0 Remarks: Signature: Water District No. 125, King County P.O. Box 68147 SEATTLE, WASHINGTON 98168 LETTER of TRANSMITTAL Date: Attention: RE: Copies to• 5:00 t0• l• 00 These have been sent: 1E—For your use ❑ For your review /approval ❑ For your signature /return ❑ At your request ❑ For your records ❑ For your Information 0 RECE ' 'ED JUN 052000 COMMUNITY DEVELOPMENT 1 ? tut OF art 5 2000 PEW. CEi R (206) 242 -9547 re 2 co o N W ; WO g J` tLQ N p = pi t I Z O, ILI 'Li D u i G H LU cy F 11 ~ O li . U N ACTIVITY NUMBER: D2000 -178 DATE: 7 -20 -2000 PROJECT NAME: PAWN EXCHANGE SITE ADDRESS: 14121 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Bui df in Division hoc, 1 -Z40-eo Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved WHO I1„)OC vr1 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator n DUE DATE: 8-17-2000 Not Applicable n No further Review Required n DATE: DUE DATE 8-15-2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D2000 -178 DATE: 6 -1 -2000 PROJECT NAME: PAWN X- CHANGE SITE ADDRESS: 14121 TUKWILA.INTERNATIONAL BLVD SUITE # XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: WC, i,Iding Division 1' i PlAc Wak V'RROUTE.DOC 5/99 oim PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 510 F Pr Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved w ith Conditions REVIEWER'S INITIALS: INC/ CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: PlanniPDivision Af (p -21- Permit Coordinator DUE DATE: 6-6 -2000 Comments: U No further Review Required n DATE: DUE DATE: 7 -4 -2000 Not Approved (attach comments) I5( L3D DATE: I Not Applicable n DUE DATE Not Approved (attach comments) n DATE: ' i i z O o' w UJ U o 0— 0H z w U_ lL r" - O w z ; 0 f- z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: "" lar-546 Plan Check/Permit Number: D2000-178 • Response to Incomplete Letter # ® Response to Correction Letter # 1 ▪ Revision # after Permit is Issued Project Name: PAWN X- CHANGE Project Address: 14121 TUKWILA INTERNATIONAL BL Contact Person: Nor s- k zzy Received at the City of Tukwila Permit Center by: Entered in Sierra on — ( u - oc ae� Phone Numb REcelUIE A�IIP cm( o� 3u`1g 2 000 PER CENTER Summary of Revision: i/41 t Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 07/05/00 re 2 1L1 ' 00: tow, w H . ' • D p U N 0 H w w I U t=om! O z REGISTERED AS PROVIDED CONST CONT GENERAL REGIST. # CCO1 PAWNXL *034QK EFFECTIVE DATE PAWN X— CHANGE LLC PO BOX 40145 BELLEVUE WA (98015 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES BY LAW AS EXP. DATE 01/01/2001 11/12/1997 • - • - • • o .e comp e e. y applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): P /"7 / /a 2 S ' 72-Lie / , PERMIT �C// ✓� CENT 7.1 o : . Otiiinir final iiiation N . ;s T y { c ^ i ,;.„3s, 9 e t . . '.'" *rt 7� y� �' gerhfi (yCC, ■■F //�� i�'S f iii= 1 'fiyiF �1 �JV} 1 .t T Z 1 x � G Y.IYrIt��V��l a11Rr i Name: { r_ \ g Cl >t .?5 Name: ma..,r 16.. 5 - 67'lit ..'.0 Address: -\ l Tu Address: P . Phone: LyzS k) -C 70 0 Phone: L- (.v6 5 •-9D0a . This certificate is for the purposes of: ❑ Residential Building Permit ` CI Preliminary Plat El Subdivision ,,••,� A asq sz , ( -1 • lr CommerciaVIndustrial Building Permit ❑ Rezone ❑ Other RECEr CI OF 1 Estimated number of service connections and meter size(s): J UN - J Vehicular distance from nearest hydrant to the closest point of structure ft. kt~mi CE Area is served by (Water utility district): Owner /Agent Signatur A Date: _ fY..fM1h. " CITY OF /KWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: P2P0O - � � 8 1 a (Required only if outside City of Tukwila water utilityfigJ) CITY OF TUKWILA PART B: (To be completed by water utility district) The proposed project is located within (Use separate sheet if more room is needed) (City/County) The improvements required to upgrade the water system to brin into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 2. 4 V gpm at 20 psi residual for a duration of 2 hours at a velocity of / 2 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. ! ester 0iibt. Grp_ Agen hone 0O(o -v94 -q5 4 By (D — 1 — 0 0 Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date I A 6/ 5/9.0 0 =R ✓ ED UKWILA 2000 NTER z • w 6 v O 0 W= H CO U- w � w Z � W� U • � w 0 0 I- wW u- O ..z = O F ' z • q PROJECT T OWNER THE PAWN X- CHANGE 16454 N.e. ism seLLevue WA 011006 PHONE. 14251 SO$400$ FAX. 1426) 0034100 CONTACT. MARK STONE ARCHITECT CARLETTI ARCHITECT. PS INC. 2204 RIVERSIDE DRIVE $Te 170 MOUNT VERNON. WA. 08273 PHONe. 13601 424 -0304 FAX. 13001 424 -5726 CONTACT. PETER CARLETTI GENERAL NOTES 1. IN GENERAL, PLAN DIMENSIONS SHOWN ARE TO FACE OP 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 DISCREPANCIES. 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO INITIATING THE WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. ALL WORK SHALL COMPLY WITH THE 1007 WASHINGTON STATE BUILDING CODE. 1007 UBC. 1007 UMC. 1007 UPC AND ALL OTHER APPLICABLE JURISDICTION RULES AND REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING NECESSARY PERMITS i INSPECTIONS TO COMPLETE THE WORK. 4. ERRORS. OMISSIONS. AND DISCREPANCIES. IF ANY. SHALL BE REFERRED TO THE ARCHITECT IMMEDIATELY FOR DIRECTION OF HOW TO PROCEED. 5. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE CONTRACT BY OTHERS. PROVIDE ALL BLOCK -OUTS. BLOCKING. BACKING AND JACKS REQUIRED FOR INSTALLATION. 6. DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN. EXCEPT UPON WRITTEN INSTRUCTIONS OF THE ARCHITECT. 7. VERIFY LOCATION OF ALL EXISTING UTILITIES. CAP. MARK AND PROTECT AS NECESSARY TO COMPLETE THE WORK. 8. THE FINISH FLOOR ELEVATIONS NOTED ON THE DRAWINGS WILL ALSO Be REFERRED TO AS 0' -O" INTERCHANGEABLE WITH THE ACTUAL FINISH GIVEN. 0. PROVIDE CLOSURE. MEETING THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES. AT RATED PARTITIONS. FLOORS. 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 OF A BUILDING SHALL DE OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. NO EXCEPTIONS. 12. SEPARATE PERMITS ARE REQUIRED FOR PLUMBING. MECH.. ELEC.. & SIGNAGE. 15. ALL. EXPOSED EXTERIOR SHEET METAL SHALL BE GALVANIZED. AS NECESSARY TO COMPLETE THE WORK. 14. ALL WOOD IN CONTACT W/ CONCRETe SHALL DE 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 /87FT. 16. 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 UDC. 1a. ROOF DRAINS. AND OVERFLOW DRAINS SHALL COMPLY W/ THE UPC & UGC. AND WALL CAVITIES AS REQUIRED PER THE UDC. 10. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OP SIMILAR CHARACTER TO DETAILS SHOWN. SIMILAR DETAILS OF CONSTRUCTION SHALL SE USED SUBJECT TO REVIEW BY THE ARCHITECT. 20. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY or THE ARCHITECT AND MAY Be REPRODUCED ONLY WITH THe WRITTEN PERMISSION OF THE ARCHITECT. AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME OF me ARCHITECT. 0 r ABBREVIATIONS ABV ABoVe APP ABOVe FINISH FLOOR AC TILE ACOUSTICAL TILE ACT ACTUAL AL ALUMINUM ARCH ARCHITECTURAL, A TILE ASPHALT TILE AVG AVERAGE BLKG BLOCKING IR BRICK CPT /C CLG Cell t C TO C CT CLO CW COL CONC CMU CONST CONT COORD COR CFM DTL DIA DIM DO DR DN D.S. DWG DF CARPET CEILING CEMENT CENTER LINE CENTER TO CENTER CERAMIC TILE CLOSET COLD WATER 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 ELEV. EL ELEVATION EQ EQUAL EXIST EXISTING EXT EXTERIOR FO FACE OF. FINISH OPENING RO FRP FIBERGLAS REINF POLYESTER FIN FINISH FAAP FIRE ALARM ANNUNCIATOR PANEL FD FIRE DAMPER FE FIRE EXTINGUISHER PCC DIRE EXTINGUISHER CABINET 8 rle EXTINGUISHER FRT FIRE RETARDANT TREATED FLASH FLASHING FLR FLOtAt F.A. FLUID - APPLIED FND FOUNDATION FOIC FURNISHED BY OWNER. INSTALLED BY CONTRACTOR F0I0 FURNISHED BY OWNER. INSTALLED BY OWNER FCIC FURNISHED BY CONTRACTOR. INSTALLED BY CONTRACTOR GA GALV GAP GL GWB HC HOWE HP HT HM HOR HD HW HWT HMD HMI" ID INSUL INT 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 JT JOINT LVL L LAV LIN LT MAR MO MFR MATL MAX MECH MTL MIN MUL NAT NOM NA MC NTS NO. 0 OC OD 0/ OVHD P •TD PL P LAM PLYWD PT OT QUARRY TILE RL REF REINF REV R RM. RMS SCHED SEC SHT SV SC SPECS SF S&V SRWY STL STOR STRUCT SUSP THRESH T.O. T TS TYP UNPIN UNO UR VR VERT VCT VIN WC WP WS W WDW w/ WD WI WRGB 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 PAINT PAINTED PLASTER. PLATE PLASTIC LAMINATE PLYWOOD POST - TENSIONED CONCRETE PRESSURE- TREATED WOOD RAIN LEADER REFRIGERATOR. REFERENCE REINFORCING DAR REVISION RISER. RADIUS ROOM. ROOMS ROUGH OPENING SCHEDULE SECTION SHEET SHEET VINYL SOLID CORE SPECIFICATIONS SQUARE FEET STAIN 1 VARNISH STAIRWAY STEEL STORAGE STRUCTURAL SUSPENDED THRESHOLD TOP OF TREAD. THICKNESS TUBE STEEL TYPICAL UNFINISHED UNLESS NOTED OTHERWISE URINAL VAPOR RETARDER VERTICAL VINYL COMPOSITION TILE VINYL WATER CLOSET WATERPROOFING WHEEL STOP WIDTH WINDOW WITH WOOD WROUGHT IRON WATER RESISTANT GYP BOARD ZINC. ZINCALUME • SYMBOLS • TOP OF SUDFLOOR CL 10' -10 1/2' 26.00' (NEW) 23.72' (EXIST.) [ .c• 1 a. ALIGN 1 WALL flCTION DETAIL PROPERTY CORNER INTERSECTION ELEVATION MARK SPOT ELEVATION NORTH ARROW GRID LINE BUILDING SECTION ROOM NAME / NUMBER DOOR MARK WINDOW MARK FLOOR MATERIAL ADJACENCY ALIGNMENT OF ITEM REVISION MARK INTERIOR ELEVATION MARKS PROJECT DATA PROPERTY ADDRESS BUILDING CODE ACCESSIBILITY ENERGY CODs ZONING CLASSIFICATION PARKING REQUIRED PARKING PROVIDED OCCUPANCY CONSTRUCTION TYPE BUILDING INFORMATION FOOTPRINT HEATED AREA FIRE ALARM SPECIAL INSPECTION AREA LIMITS AND INCREASES SPACE RETAIL AREA STORAGE 1 OCCUPANCY M S-1 OCCUPANCY CLASSIFICATIONS OCCUPANCY M S -1 TOTAL S.F. 1470 ALLOW S.F. 8.000 1 -STORY RATI .18 002 8.000 .12 PLUMBING CALCULATIONS OCCUPANCY TOTAL S.P. S.F./OCCUPANT M 1470 200 S1 992 5000 St 2254 5000 S -1 5 S -1 ADDITION 11 • 14101 PACIFIC HIGHWAY SOUTH TUKWILLA WA 1N7 W UDC AiM1fNTON STATE BUILDING COD! CHAPTER 11 'ACCESSIBILITY' 1000 WASHINGTON STATE NREC NCC RETAIL 2.6/1000 (1470/1000.1.47X2.6•6.e76 STALLS' WAREHOUSE 1/2000 (3241/2000.1.71 STALLS) 5.34111 REQUIRED 0 STALLS PROVIDE 11 OF WHICH IS VAN ACCESSIBLE B.Fs) (1 - RETAIL S- 1- STORAGE 1 HOUR OCCUPANCY SEPARATIONS REQUIRED ADDITION AND EXISTING BUILDING' V -N EXISTING/ V -N PROPOSED ADDITION 2462 S.F. EXISTING ,2254 SP. . PROPOSED SEMI - HEATED WAREHOUSE - IC - f D 'Vet P 4t=' ) INSTALL FIRE ALARM THOUGHOUT EXISTING AND PROPOSED ADDITION PROVIDE SPECIAL INSPECITON FOR SHEARWALL NAILING OF ADDITION cONST. TYPE V -N V -N ALLOW. AREA 8.000 S.F. 8.000 S.F. 8 -1 ADDITION 2254 8.000 .28 OCCUPANT LOAD 7.55 .20 .46 a URINALS PROV'D WC PROV'D 0 1 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 ANY 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 4716 S.F. .58 t1 OKAY WC REQ'D 1 0 0 1 DRAWING INDEX ARCHITECTURAL A -0.0 COVER mM.'!T. 0!NlRAL NOTES A•1.0 SITE 'LAN A-2.0 AS-BUILT / PROPOSED REFLECTED CEILING / fC11l01JLN A -3.0 STORAGE ADDITION ELEVATIONS/SECTIONS A -4.0 DETAILS LAVS REM) 1 0 0_ LAYS PROV'D 1 SITUATED IN KING COUNTY. WASHINGTON 881640- 0025 -0 N.T.S. EXISTING BUILDING S. 141ST STREET EXISTING BUILDING VICINITY MAP t► LEGAL. DESCRIPTION ALL OF LOTS 5.6.7. MD 8 AND THE NORTH 80 FEET OP LOTS 0. 10. AND 11 AND THE NORTT 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 0 TAKEN FOR PRIMARY STATE HIGHWAY NO. 1. PARCEL NUM5R sepwra PE'T NIQUIRED 511111ECHANICAL &fEL®CTAICAL FoLUM13110 Ei(GAS P a:3 t. A . s.A t understand that the Plan Check approvals are sublet to errors and omrssoons and approval of plans does not auttaorize the vIolatron of a , adopted Code or ordinance Recerpt of con - tractor s copy of approv Icins acknowledged C i t r A Na E D JUL20Z000 oiv D 2 WO I 7 C°.P..E.'il ARCHITECTS arciritacarre & pianni4 2204 Riv•reid• Drive Suite 270 Mount Vernon. WA 98273 Phony: 380 424-0394 Fox: 13801 424.5728 TENANT IMPROVEMENTS FOR: THE PAWN X- CHANGE 14121 PACIFIC HIGHWAY S. TUKWILA, WA CONTACT: MARK STONE PHONE: (425) 603 -9003 99 -163 PROJECT NUMBER: REVISIONS: ,1/31/00 PER CITY 2- `/: ; PI.=cm 4 j e r - - ' ! SHEET TITLE COVER SHEET APPROVED JUL 2 6 2000 'MIN 'MING D'Vt 14 TIM GOODMAN PROJECT ARCHITECT TIM GOODMAN DRAWN BY PETER CARLETTI CHECKED BY 10/10/99 DATE C: \ARCH\99\145\A0.0 DWG COMPUTER FILE NAME AO OW TUIGIRLA JUN - 1 2000 PERMIT CENTER COpYRI•,4 T AM CAMISTTI Mo,ry s. P S a • • 368.68 LOT ARE, = 88,C)35 5.�. •. �.' ��1�►� *I A''1� ►' ?44 .r"ort/ - ' di. .+i }..ham •• •••- 'w•^w.• .•yr •r•.•- ^I!'.t .r ..:„ ... fi t 6 0150 300.40 300.37 • .p+r.'••■■ ♦ ♦ t .. ,•••v. •.•• • ,.v . JAMES CLARKE'S GARDEN ADDITION c. 141ST S EET or 0407.02 2-WMs 440,79 00' , • • UP CB 'w ASPNALT 2 -GMs LOT5 BLOCK 2 AREA as 14,430 SQ. FT: 100.3' 100.1' EXISTING BUILDING 00' ASPHALT , ter LOT 11 seams N69 692.07' SWALE 44. 50011 000.21 H/C 41.01 400.02 400.00 400.30 • el. • •I• ••=111111•11•11•0 • 24' -0 • 1 P IO2 . 3. . NE9'46'0C "E 41140 ISSN s 2 0 F . fp 1. 28.0' FIRE NOT THERE ARE WO came CATCH BASINS OR UTIUJTES UNDER NEW PROPOSED ADOITION 2'5.60' 404.3. 404.10 407 407.10 d CHAIN UNK • to OMANI 2 t o ASPHALT 011 7.71 SWALE 40440 UP %1 . W . 14'W. �1 1 02 32.7' EXISTING BUILDING AREA 2,636 SQ. FT. 32.7' c i LOTIO s' EL POSTS • 404.00 EDGE OF AsP+KT SSMH A'? FIRE LANE NO PARKING 43.5 ASPHALT LOT 8 R 301.0 1 2 HC3 5 6 7 a a 46.3 Mk 70 LOT 9 481!3 CB .... ......� 4(107 ►+� C8 ASPHALT 411110.0 49.40 400. SIGN st FH 74 404.00 r 1 11 WG SSMH 001.0• 2.44 S i EXISTING aFCtR SERVICE POWER Is ROUTED bVERHEAo TO EXISTING sumN\ ar 4% • i 1 1 1 1 1 1 1 1 S 'T{ � AT E D LEGAL DESCRIPTION: LEGENL. ALL OF LOTS 5, 6, 7. AND AND THE NORTH 100 FEET CF GARDEN ADDITON TO THE CITY , VOLUME 3 uF PLAT'- 7 PA ExC EPT THAT PORTION OF LCIT Ht -W4Y NO. 1: CO CATCH BASIN SSMH SANWTAm' SEWER MANHOLE UP MAY POLE SP SERVICE POLE UGHT POLE GUY ANCHOR FH FIRE HYDRANT WM WATER METER GM GAS METER SIGN H/C HANDICAP PARKING FENCE UNE w WATER UNE G GAS UNE S SEWER UNE SCALE IN FEET NOTES: 0 IN KING COUNT". VV45 20 BOUNDARY SHOWN PER LEGAL DESCRIPTION PROVIDED BY OWNER 'THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES OF R� TO SHOW ALL EASEMENTS 40 A N ! : THE NORTH e y FEE J OF LOTS 9. 1 0 , C T m' 1. I' V F3 L �� ... � r .. fir- L) r. e E S LL- )C R ,.s PLAT 1 L. !-q„. S a AND R OR Et► tDN L' F k' ti _, C u N TY, TAk EN FOR PRIMARY SATE CITY OF I i1 WILA APPROVED JUL 2 0 2000 �i' Div CV 73711 t)2(300 7e9 • AND 11 CARLETTI ARCHITECTS P.S. arddiacture & pi tnirt 2204 Riverside Drive Suite 270 Mount Vernon. WA 08273 Phony (36p 424 -0;p4 fax, (�60 4Z4 -S TENANT IMPROVMENT FOR: PAWN -X- CHANGE 14121 PACIFIC HIGHWAY SOUTH TUKWILA. WA CONTACT: MARK STONE (4251 603 -0003 09 -163 PROJECT REVISIONS: /1\1/31/00 PER CITY SHEET TITLE: EXISTING SITE PLAN TIM GOODMAN A , TIM GOODMAN bitAwN eY: PETE CARLETTI dieCEeo 5Y: 10/10/00 ►ATE C:IARCH\00\145.A1.0. DWG COMPUTER rp.e NAME • A1.0 00,110100? AM SAILSTYI 'A CITY A JUN - 1 2000 • • .9 • 4 • -t- I? 1 3etae' LOT AREA = 88,038 SO. FT. - v..w. ♦ +w....� +.••..•r..•• A . •••••.,,, ► ...- ✓ ••• Y• - • LOT 12 0c ` COLIC. PAD _BEWAIL__. _ _ 4 JAMES CLARKE'S GARDEN ADDITION BLOCK 2 S. 141ST STRE` 2 —wMs 4.7 5w , • eramANAWIamisigal . ASPHALT A sP • PI Doss UP C8 ••• SHED • Neq'4s'001 692.07' H/C • 107.07 4117.112 LOT 6 ASPHALT 10 2.3* • NOM M � OR u1Mrt�s�UgDEIt� 111 PROPOSED AOOIIION ,..0w, • IP M••► "la no. .... • • • CB N89'46'00 "E 275.60' + 1� • aim mac ASPHALT +0+.x'7 1 .o-."A SP LOT 7 PARKING OBIJTERA THIS AREA X 02 .3 . FIRE LANE NO PARKING .- .SWi 1I.E .. ._. UP X1 . 08 '14v. R COORDINATE IANDICAPING FOR TM( REST or THIS LN WITH PROPERIY OWNER • at so i .1.11"a +ry CO q 1 3 40.31 4K., CB LOT 8 Q = 09'16'52" R = 1858.54' --t- = 301.06' NEW SEE 15 -2 NEW LANDSCAPE AREA E I LANDSCAPE PI AN • 07'31'24 R • 1901154' L • 254.49' 61111.1111 1/ OBUTERA ASPHALT AREA , ''► eiso CB 40>0 11\ AREA TYP. (2) LOC. PLAN MONUMENT IN CASE WITH COPPER TACK i MONUMENT IN CASE WITH NAIL POINT PC i EXISTING ELECTRICAL SERVICE POWER Is aourEc aVERNEAD v) i SAWCUT EXIS'1NNCIASPIIAUIT TO ACOOMOQATE LANDSCAPE • EAST ik SOUTH LINES CLOSE OFF EXISI SOUTH DIMYE1w1Y w/ APPROX. 45 L.F. OF' NEW GAIL t PER CITY Sr a i 1 1 1 1 1 1 1 1 1 1 1 1 i i i I LEGAL DESCRIPTION: LEGEND W WATER LINE G GAS UNE S SEWER LINE CS CATCH MIN SSMH SNOW SEWER MANHOLE UP UTILITY POLE SP SERVICE POLE UT POLE GUY ANCHOR FN FIRE HYDRANT WM WATER METER GM GAS METER .SON H/C HANDICAP PARKING FENCE LINE WALLPACK 150W METAL HALIDE SCALE IN FEET S;Tt.JATED IN KING COUNTY. WAsHINGT:: NOTES: 20 0 20 _ 40 BOUNDARY 81i' SHOWN OMNVERPER LEGAL DESCRIPTION THIS SURVEY WAS PREPARED WTTH0UT THE BENEFIT OF A TITLE REPORT AND DOES OF NOT TO SHOJI ALL EASEMENTS ALL OF LOTS 5, 6, 7. AND 8. AND TAE NORTH 89 FEET OF LOTS 9, 10, AND THE NORTH 100 FEET OF LOT " 'N BLOCK 2 OF JAMES CLARK'S GARDEN ADDITION TO THE CiTY OF SEATTLE, AS PER P LAT RECORDED ON VOLUME 13 CF PLATS ON PAGE 12, RECORDS CF KING COUNTY; EXCEPT THAT PORTION OF LOTS 8 ANEW 9 TAKEN FOR PRIMARY STATE HIGHWAY NO. 1; AND 11, BIM DA BI DA A PPR VE D JUL 2 0 2000 OtViSION ar:,12,600 — ? _� .+oln�► .w�... - .....r �h fir► - ww "WM.. Phone: PDX: CARLITTI ARCHITECTS P.S. artidssan &pla, , 2204 Riverside Drive uite 270 Mount Vernon. WA 01273 I�601 4 41 4 4141 TENANT IMPROVMCNT FOR: PAWN•X- CHANGE . 14121 PACIFIC HIGHWAY SOUTH TUKWILA. WA CONTACT: MARK STONE (425) 603 -9003 92 -163 E'ROJt( I NUMDER: REVISIONS= Lih 1!31/00 PER CITY L1 M%7 pgiy 4i pGKGl1'( SHEET TITLE: PROPOSED SITE PLAN TIM GOODMAN FINUErniNTECti TIM GOODMAN Y, PETE CARLeTTI OINKED by, 1%400 CAARCFi1N \14b.A1J OWO imam OTYOF TUICWILA JUN - 1 2000 IIISIPMPIMIT ww 1110111UPPTI Ma41vw ►•1 I • • I FINISH SCHEDULE ROOM ROOM FLOOR BASE NORTH WALL SOUTH WALL CAST WALL WEST WALL CEILING NOTES, NO. NAME ®m MATE Emicsami MATE FIN. MAT'L FIN. MAT'L PIN. MATT, FIN. HGT 100 - - IMO - - MI - 1111101111111.111 PT kW [Zjl GWB - L- ' . WB - Ltm PT - um GM) - FF PT • - NOT US D 101 RETAIL VCT PT Wil 1111VRD VRB iiiimaiwyj 1111 WD um GWB GWD a' -0' 1 • " -0' 1.3.4 EXIS ING F NISHES 0 REMAIN 102 STORAGE -1 103 OFFICE CPT VRB EMI GWB Log GWB Lui G - Lii. GWB PT GWD PT 1O' -0• EXIST. FINISHES TO REMAIN 104 RESTROOM - C111111111111111111111111111111111111 - 11•1111111111111111111•111 - - MILIIIINIIIIIIIIIIIIINIIIIIIIIINIIIMIII gamizimaidazammi 105 STORAGE ON . Lija - iniumium g - I NSUL. -- ®- • LYWD - 9 A • 1 • 4. Peidir door ....r•- ,61/66•61111101:16• 6606 1111111. :vqour dip • 4 6 TEL LL DOORS TO BE 1 -3/4' THICK. ALL WOOD DOORS TO BE SOLID CORE. VERIFY ALL R.O. AND JAMB DEPTHS PRIOR TO ORDERING. 3. ALL DOORS TO HAVE BARRIER FREE H e.IDWARE 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 OP DOORS AND WITHIN 16 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 & CLG IN ALL AREAS TO be PAINTED. 2. CARPET TO SE VOLUNTEER 'LAKESHORE' #35457 3. ALL VCT IN THESE AREAS TO BE 1/8' 12x12 TARKETT #3045 W/ 1/8' 12x12 ACCENT VCT ARMSTRONG 'EXCELON' 061846 4. BASE IN THESE AREAS TO BE ROPPE 'SMOKE' COLOR 974 5. ALL COLORS AND PRODUCT TYPES TO BE VERIFIED BY OWNER /REPRESENTATIVE size 12) $' -O' x 7.0' 121 3' -O' x 7-0' 121 3' -0' x T -O' x 7 12) 3' -O' x T -0' EXISTING RESTROOM 1 ,04 « I •mo• •.;a 7. '8 • ...1/66 •Ni -ter► - r.. • DOOR LEAP TYPE MATE A ALUM • A HMD A HMD _e WD is • A HMD F3 0 STORAGE 102 NEW OFFICE 103 REFLECTED CEILING PLAN �\ SCALE : 1/8'4•0' -/ I PIN. - PT PT PT PT ALUM HMP ALUM HMF HMP WO HMP FRAME NEW ACP GRID • 0' -0' A.F.F. IN RETAIL AREA EXISTING LIGHTING AND FINISHES TO REMAIN F1 F1 Pa lool■ • ,,..,......,,0. ..,,. •., ,.. . HARDWARE DOOR SCHEDULE MAT'S CLbR. I=E1 �. eminew 1 HOUR Q r NEW =� EXIST. DOOR TO RlMAIN LL.S�111,Q S LIGHT SWITCH RATING NOTES Palm S CAA to •Vd(.. F50 HPS 70 WATT WALL PACK MTD .r•"�'..�'w.1 7. • 6•60666v EMERQENCY EXIT SIGN ii LIGHTING W/ BATTERY BACKUP EXISTING STOREFRONT EXISTING 01'fICC DOOR EXISTING OFFICE DOOR NEW � HOUR DOOR INSTALL 1 HOUR DOOR INSTALL IN EXIST. OPENING A ► ,► 441/111111►tom► �" � ►�� 1111116 11 • klistil 41 11 � ,;�� ETAI 101 ; ; 1 rati AGE` � AMPIE MIN A 2x4 FLUORESCENT W/ ACRYLIC LENS 13 TUBE Ta LAMPS W/ ELEC BALLAST) 2x4 FLUORESCENT W/ ACRYLIC LENS (3 TUBE Ta LAMPS W/ ELEC BALLAST) HARDWIRED FOR SECUTIRY F50 SURFACE MOUNTED 1ta FLUOR!SCENT STRIP LIGHT 12 TUBE 112 LAMPS W/ ELEC BALLAST) me B NOTES 1. CONTRACTOR TO VERIFY POWER REQUIREMENTS OF ALL EQUIPMENT. (INCLUDING AMPERAGE) W/ OWNER. PRIOR TO WIRING 2. LOCATE ALL DIFFUSERS i RETURN AIR GRILLES SO AS NOT TO CONFLICT W/ LIGHTS 5. RE -USE EXIST LIGHTING IN ALL STORAGE AREAS INSTALL NEW LIGHTING FIXTURES IN OFFICE SPACES 4 COORDINATE ELECTRICAL REQUIREMENTS FOR RETAIL DISPLAY CASES b ANY ADDITIONAL OUTLETS IN STORG. i OPPICE W /OWNER REPRESENTATIVE or -60 64.11611116166P 6 • • GAS MAIN TO SE RELOCATED UNIT HEATER VIDEO DROP SLOT INTMOR 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. 3. INSTALL (11 LAYER OF 5 /8' TYPE 'X' GWD TO UNDERSIDE OF EXISTING 5/6' TYPE 'X' GWB CEILING IN ROOMS 102. 103. 104 OR 2 LAYERS WHERE NONE EXIST 4. REPAINT ALL EXISTING INTERIOR DOORS AND DOOR JAMBS IN RETAIL AREAS. COORDINATE COLOR W/ OWNER. b INSTALL NEW T -BAR AND ACP IN RETAIL AREA. G. PAINT AU. 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 TO se RE- PAINTED S. ALL New ELECTRICAL IN STORAGE AREA SHALL Be EXPOSED RIDSID CONDUIT W/ SURFACE MOUNTED FIXTURES. 24' -2' • SECURITY PANEL ATTIC ACCESS TELEPHONE PANEL REMOVE EXISTING ( DOORS AND WINDOW EXTERIOR QQN$TRVCT1ON NOTES fi► I II/it Wriiriii`r4. iAI411 ► .►iiri.i........►. i I • 3 I/IiI /III rair/.M1I1Il /.NI UI// /I /. /,1/111 -- I 80' -6' -{� 2X4 STUDS PT. • WO .0 w/ 1/2' PLYWOOD. NAIL PER sons SHEET A4.0 AS -BUILT PLAN SCALE: va••r -o• 1. FUR OUT SOUTH FACADE W/ T -111 SIDING TO MATCH STOREFRONT AREA 2. PATCH ALL DAMAGED FINISH PAINT EXTERIOR OF BUILDING CHINA WHITE. 5. REMOVE EXISTING EXTERIOR SIGNAGE AND CANOPY . ON FRONT OF BUILDING. PATCH WALL AND PAINT 4. COORDINATE WITH OWNER NEW CANOPY AND SIGNAGE AND ELECTRICAL REQUIRMENTS S. 'REPLACE EXISTING GLAZING WI NEW 1/2' INSULATED GLAZING UNITS MIN U -VALUE .76 MAX SMGC 1.0 6 RE - ROOF EXISTING MANSARD ROOF WITH NEW COMP SHINGLES VERIFY COLOR W/ OWNER FILL IN EXISTING DROP SLOT UNIT HEATER EXISTING RESTROOM STQRAGE NEW OFFICE CONC. VCT FILL IN EXISTING WINDOW. AND DOOR OPENINGS Ali JA si41.i ~41/4/41/4 0/VVa ,r. NOTE, ASSUME SOIL DtARING PRESSURE TO DE 2500 PSF CONCRETE TO DE 2500 PSI 5 SACK MIX TYP. l e NOTE: MAINTAIN EXIT PATHS IN STORAGE AREAS MIN 38' WfOE ATTIC ACCES EXISTING NOTE EXPOSED INSULATION TO HAVE F ME SPREAD RATING OF OR LESS TYP. M - OCCUPANCY 1470 S.F. VCT Dee •' CMU ELECTRICAL PANEL ELECTRICAL PANEL EXISTING WINDOW SASHES TO REMAIN PROPOSED PLAN vir SCALE: 1/8 if LEGEND ��''J7 EXISTING 8' CMU WALL TO REMAIN Q EXIST WALLS TO REMAIN ▪ NEW WALL C3 NEW CMU WALL C � NON-BARING WALLS TO BE REMOVED EMERGENCY EXIT SIGN i LIGHTING W/ BATTERY BACKUP EXISTING VERIFY INSTALL IN NOT EXISTING 2A 10BC WALL MOUNTED FIRE EXTINGUISHER WALL TYPE$ NEW WALL 5 /6' GWB 0/ 2 X VS • 16' 0.C. R -10 INSULATION VAPOR BARRIER W/ 1/2' IS44r4 I'1 - . PAM /P deU - /6' STEEL STUDS OR 2X4 WOO STUDS 0 10' O.C. FRAME TO 0' -5' A.P.P W/ s/6' GWS EA. SIDE r S CARLITTI ARCHITECTS P.S. oddments & pir in 204 Riverside Drive Suite 270 Mount Vernon, WA U275 TENANT IMPROVMENT FOR: . PAWN -X- CHANGE 14121 PACIFIC HIGHWAY SOUTH TUKWILA. WA CONTACT: MARK STONE (4251 603 -0003 00 -163 PRO.JeCT NUM= REVISIONS: ,/1 \ 1/31/00 PER CITY m /IO/co pps.aroleviE4•1 4 /13 /Gr rp42.6rry � 5 /Zr: /00 pP err( 1 SHEET TITLE: ASSUILT ! PROPOSED REFLECTED CEILING / SCHEDULES CITY OF TUKWILA APPROVED J UL 2 2000 Kv I Ili { iIAN i$ROJECT ARCHITECT. TIM GOODMAN BRAWN BY PETE CARLETTI HCKED SY, 10/10Jo NAT! CAARCK0O\145.A1.0.DWG amnia rp.e NA1R � meavaA JUN - 1 2000 PERMIT CENTER A -2. a0/'1t�IR 11110 111Mlurrn MISPIRIIIIRIL vs. A • • V 0 MANSARD CONTINUES ON BACK SIDE OF ROOF. TYP. CMU TO MATCH EXISTING New CMU PILASTER. TYP. 161 LOC. MATCH • ROOF STEPS. TYP. �.• - a.••..•. • • .. Nr" '•N - a S SCREEN NEW MECH. UNIT W/ NEW MANSARD ROOP ,,.._.a.. 1. r'j - Y'" - •1 • Y• - �-y' Y � !c 10141 1 •r 111 .1.3‘ °Melba ' +Iii :,,,...a",,iu 1 I :IMO !ltNlii, :till OW r 4., . 1 .►l �� f l I ; . 1 1 1 / r ,� I 1! ».„ 1 EXISTING ROOF BEYOND rte•, -1- •. .� _l -r 1111 - - ..... r ... T.7 1- . -T - .. , r L. L, ,._._.., 1111- i 1 -.a.. -• - +�, -1,. ! rT ..1. , L _ T A- . _11.. . T 1 11 11_.. -._.a. 1111 .. p.- _ - r_ ....: • - .: .. STEPS TYP. PROPOSED NORTH ELEVATION scnLc va•.r -o• Mai IBM SEM NM ISM MPS MEN PROPOSED ROOF BEYOND PROPOSED SOUTH ELEVATION SCALE: 1/8'•1' -0' • • i 1111 r 1_. �.:_ •_,. r-- -' '-- -•' - - - L - � - r •..�. �., ,1111.. _. .1.. - �.,, .a- 11,11 -L., - _ -�• -� r : L t Y -r , - -�• -.L-�" - 11 11.._. • --1111 r -- ..� . FJ..._ . ~11_x11.• • - 1111. ~ .r.. _ . _1111... -�.. r '.' ^ ___1 . �^'*`� -�_ _ - ...T _` �.-- t ~� • ---� -a , A._. ,._��•-. ___•1- -_ • 11-11 -_ • .r _ . • . �. •••• . _1111, • I ~ ••+ .j �.r.. _• .-: ._ -r.._. -_ ,. • _11_11 .. 11 - ♦.__l r . _1 . 1111. . _ .J�^,_ ---_- __ -a .,,...... �,• - r.. - 11 - 11 1 . .._.1. _11_11 11 11. �..- -. ,..a. �-.r- - ._r.._ • - 1 --. - • � - 1 -,.-'1 - ,�. 1111. ._ - 1111.. _... • T 1111... -4 _� l • • _ r ' ' t -1111.- _ _ _ - _ _ • . _ _,� FIN. FLR. S PROPOSED WEST ELEVATION SCALE: 1/8'4-0' ▪ ...,...wl...o, COMP. SHINGLES • MANSARD TO MATCH EXISTING "IjoHrihr-dr ri-evAvenim Ad4.- - pin To WI '` PIEYv rr P.r.).'' . God To mpre+4 ;weer? G ww�q w ._•_ . - .e. ex! New _ ICXIST. z.. W _ SCREEN NEW MECH. UNIT W/ NEW MANSARD ROOF COMP. SHINGLES • MANSARD TO MATCH EXISTING STEPS TYP. .�!'�f_ � � 1111' t:."_ '1 . I tZ'.: :':t �.'L • .41.4... ti ter' -•�^ .- l•. +- •r i - - -- - �� -1-- ` - fM � • «. •..._� « • _11_11_. Y ..•.L 1111 L... .L._..Y_.�_....� ♦__ -__ _�._.. .. .1- ♦_ • • _* 11 ._...�, - - EXISTING MANSARD BEYOND 0' -0' F.F. EXISTING ROOF BEYOND r . k -N .•�- •r_r,l.�y T 1` r ' W ._.L ' .ma y . _ - 1111 •K -..�.v 4' CONT. METAL GUTTER W/ DOWN SPOUT TYP 8' CMU WALL 05 • 32' O E 121 05 BOND BEAM • TOP Or WALL i AROUND DOOR PROPOSED ROOF BEYOND 41.- 1- +• •• • • •,• • 11 1111.. -• _._, 1111 r_-r 3_ -�_1 L -�.1c . r. L �_. • .z - - --- - CML NEW PROPOSED MANSARD S' X 18' CONC FOOTING W/ (2) 05 CONT w L_ 1111 . .__ _,71_, .a ♦ •'- 1111 - . 1 . -r-- w_ _• '�• r- • ' _+_..� , �_ - ._• = 11_•11..._-. _m� ' 4r L. I -1'l µ'.'`ms �._ J. '•� I'r- Ir.wr4� r- :a.� •r':vj_ .... .x,.... J STEPS TYP I NOTE • USE 8d • 6' O.C. • PANEL EDGES 8d • 12' O.C. • INTERMEAD FRAMING FOR ROOF AND WALL DIAPHRAMS W/ 1/2' DIA. A.B. • 48' O.C. FOR SILL PLATES 0000000�� (21 05 CONT. TOP AND BTM. TYP. #4 • 32' O C (2'-0' INTO SLAB) 6' 24' NEW CMU PILASTER. TYP. (61 LOC. MATCH • ROOF STEPS. TYP. -05 • 32'OC WALL DOWELS 18' ALT. HOOKS )1 LAP 24' W/ WALL VERY 1111, -. warW. - .0.41n41 tart •M • MANSARD CONTINUES ON BACK SIDE OFF ROOF. TYP. CMU TO MATCH EXISTING REMOVE EXISTING FASCIA BD AND GUTTER AS REGD. FLUSH ROOF OUT W/ EXIST BLOCK WALL. INSTALL (21 LAYERS 5/8' TYPE 'X' GWB FROM TOP OF EXIST. ROOF TO TOP OF PLATE AS SHOWN AS AT BACK OF EXIST. BLDG. TYP TYP. ROOF ASS MBLY TORCH DOWN ROOFING 0/ BASE SHEET 0/ R -10 INSUL. 0/ 5/8' ' PLYWD. 0/ PRE.MANUFACTURED TRUSSES • 24' 0 C TYP. FLQQR 9SSEIILY 4' CONC. SLAB W/ exe 10/10 W.F.P. 0/ e MIL VS. 0/ COMPACTED FILL 28' -0' • 4 rM- -•1111•. P.T. 2X4 STUDS • 16' O.C. w! BLKG. • 3 POINTS 0/ 1/2' PLYWD. 1/4.1 DOWEL 04 • 48' 0 C EPDXY 4' INTO EXIST. FND. EXTEND 24' (11 •4 CON? TOP AND BTM • •. arw. • • 4' CONY METAL GUTTER W/ DOWN SPOUT TYP. r . • T.Q. CMU •1" Le; , = : _ _ ' - --- . _ i a____ -11_.._ • • _ a __. . • , . - , .L. .r . • _1 _ L.... 4 - . - . .Te.,,,„IR rs ".. - wn•+.>♦r - ... seer er ^ --1111 _ - FIN. FLR. � 1111 • - 1111 - --_-'_ � �- -- . -� _ T _� -� � -_ � �_�_._ 1 1-`t f - r -+- - - --•- -• ...L - T � . - 11-• - .- • • ;- -- NEW EXIST. MI I _ .L_ .Va_. L 1 _.y. 4aiwartaa, waif EXISTING NORTH ELEVATION SCALE. 1 /8 EXISTING SOUTH ELEVATION SCALE: 1/8'•1' -0' EXISTING WEST ELEVATION SCALE: 1/8'4-06 PARAPET /MANSARD BEYOND T _ _ _1111 �. - �- - i - - � -♦ f • r , . - ++11•14alEa "al. : J "- -. - _ . 7 _ Y •• -T -• ^-T 1-• . r - -'• - y '- -. r - L T-...- •1111^. -r••r - - t - + 1 - Lr +T l � . � 1 - -- • - • --- - � .-- _. � _. 1--. .. - y24 - .. .. ..r__ _ •1 -� '-�►- ,-+ rte, -ZS • --tom -t .� 1111 r te_.. r -- T T _ r -A._. _ . , 1-• - + . • _• -• _ • _ : I ; _. T `' •1 r . T .�� », -- _ -_ _•.- t. .=... 4_ _J~. _ ..� - r . l _,-. 1111... �. 1. �•� � _1111 ►_.._ r F IN• FLR __ •_ - - - -- • ._1111 , . . - :1111, -.- .., r - - 11_11.- - . _ _'- ... 7 - • L - • • /--. - • .a -- ease.. ! - - _.L_ _ . .... r '- ♦ _. T -.. . _ • ---_. _.11&.11.. . 11- -_ • r -7 �.._ _1111 -_1111._ ..r r .__ -�. -.. ... .'r_ - .�,.�_ +....� _ . �_-.. -L... - 11_11.... _4 •r. r - 11_11 ._ .. r .l_r•• - -�--•• - T•�-� �•-h�^r -� { • - -+ -- - • • _11• + . • ,1111.. 11,11. -_. 1111_.._ - h : r "� _.._. . �� 11 ' _ - -'-- ' - ' , i __-11x11 - a_ r r* . - • _ T t , . . -_ , _.-..# r - • - - - -^- 11 11. --. - . `_`_ -.1 „ • - ! �__' - r ' - - -y..a _ - 1111. j - - - .: -w • • .+ -- ........ r. ..r..: -..�.. ._ - -• L_ _1111 11.11_ __ -1111 . «�. _... . ,_.Y FL oot. L1.i.V IT?O. - MAT $ ItiP Tr. t•T t � , ._ _� T D CI111 �L • -r • -- T � - • , • - _.. . --t - -- -. _. 1 _� - _ I __ -= a..._ •. _1111 1111 L !• ..� L. l ei 1 11 •• x- . a _.t .,a..- -.-. .1.L - r._ , 11. 11 . - 11 11 - 1. ,... 11 .� __- 1 1 -T "-T .i _' -- 11+•11.+ -,1111 -. . . r.- 1111._. _. r_ - ..1��- �L. =._ __. -.. _1111♦ mot` .•_� 1111.._ - 11 4._ _ _ - - - -- - - . --: - 1111_.• •J • ILDING SECTIONISTING SOUTH ELEVATION EXIST. NORTH ELEV. SIM. TOr _ _____ -_ r 1 � _ r 4' CONT. METAL GUTTER W/ DOWN SPOUT TYP. V. 1 _ .-- .- +�-- ....tiJ._ ...�U� ._.�� . . .. -.h. ..7 - -. 1111 -.., .-r._ ___ . - -- -_� ----- . - - -- •- - -- _---+ _ : -_ - 4 , ; , _ - -- - .�. _ ��% -:,_. �;.__:.Tr._:. _• %_- :. \ --- i - y , r , -U. _�_ }11 .�. - ♦J NJ , T.O. CMU 611 FIN. FLR.6 1..i.,.. _. • CARLITTI ARCHITECT: P.S. i pia 2204 Riverside Drive S uds 270 Mount Vernon. • WA •$273 Phone: (�d0� 4�M37Z6 TENANT IMPROVMENT FOR: PAWN -X- CHANGE 14121 PACIFIC HIGHWAY SOUTH TUKWILA. WA. CONTACT: MARK STONE (4251 603 -9003 99 -163 PRUJecT RUMb N: REVISIONS: 1/31/00 PER CIT`f � aIi %o prizrA IateviessI A +wono ror-c-rry 5p5/Oo rp_ix G11Y SHEET TITLE: BLDG. ELEVATIONS BLDG. SECTIONS CITY Of ri KWILA APPROVED JUL 20 2000 TiM tVV[7Nflt0 PROJECT AllG1iT[CT, TIM GOODMAN DRAWN 6T, PETE CARLtTTI G+ecceo sY 1ona.9 bon C AARCH\a0•145A3.0. DWG COMPUT2R PILE NAME A -3 CITY OF TUKWILA JUN - 1 2000 PERMIT CENTER • 0011MIIMPR AA r'1'1 M� Pia 1 ' • .....rwr... r • a a • 1,. • ■ 4 :, • • • • 438' p.c. Ye d or 6411 . 44ri,.G'peA1 tom • . rbP4t4 . opts- ion.% • .144:e.42.1 • 4 `lr . • bon+ 444401 IIC ✓upNi✓.t S 4.`1 aVtNO.G• 6v wl' �' r.e--, 4 A141ls as r4/1A1 r 166. E1MNDmfl ■ Eg' 1 riL.Acv e,10,.\4 • dmit4 vr/ *44 q'" 4004 in 4,444 all Nvve.44,1,4kAmis1 phowic4.- 141: .-.. •.r- „.401'100004 •. w441110 w �s . • fir. .. , i� �.w4 N w «11 � 4vir: 5e4 At-.6 • • • • II/MN . hoks . ' • - - • • . • Y=” sd/ i • ed BIZ" o.c. in41-voue sHptit.• *14 - • • • • • - • 61.4.44/1 FY * � • '�'� 7 4 : 18v. 1 1, 1 44 . 4: :. ch : 1 1. 6 L: kov i v.4. . C 10 ,ivii - 1 11 . 1 0 44) .�� 1. . . � F� . l3) h ik,j ilk -ri 4,.r . P.. Woks . 3 SUPPORT WIRES see A.C.T. SWAY BRACE DETAIL VERTICAL STRUT CAPABLE OF RESISTING VERTICAL LOADS CEILING BRACE 40 *6 + 4 / atnAttriliPn Kid 4 Oa' Atl k V." G.x w bl .ail 1,4 4, ba s'RI "IIi • . - 41 idly te. ' 41,4 pp*f1' 144-4001.4ivin dt ,y►dc. . 4v par r lig 2x pr. plAk• w '/t't A.10•4 . G. Se& 4.6. Pire +yip, IVA s • 8)4 41144 *rad 'toe 4144 uhs- ,fib o N ea/ 4•ehilw4 +y41 0/- ' 1110A/old • • 12.° piptod 1 �MA. ext. 6 - 411 6441d . . N.T.S. • • OP., • -I t •wee Mti • •r.,. • %at ('<," MAX, M. LIGHT • O IMV40144.041 0444 All NY) 4" pie domsfaJ ti 'Me pvEA. crow $ R,,)a.1 NVE PbodDrati dri ew4u (2-*) bcn vr1 4+p Gavvfrc. • °l 66 14 f lidt .5i • . • mss. 1 104 rei,^ zwineozi ...114•4 1! - - *Ir k- 5;:nWnegt. �. . . . . . 'Yet - Fifia I k" .0 c013 . 2i61 9) edb � . . . z o bo t 5t 1 4. 104 ?424(0 204e 612 GA. WIRE HANGER TO STRUCTURE AT EACH CORNER OP FIXTURE ATTACH SLACK WIRES DIRECTLY TO FIXTURE AT DIAGONAL CORNERS ATTACH FIXTURE TO CEILING SUSPeNSION SYSTEM WITH POSITIVE • CLAMP °mimes HAVING CAPACITY OF 100% OF LIGHTING FIXTURE WEIGHT IN ANY DIRECTION FIX. SUPPORT • N.T.S. LTdYi�Y.mII� 1.a ersi„_LoQ$ L Wind: Seismic: Zone 3 FOUNDATIONS CONCRETE Basic Wind aimed - mph Exposure = B UpltR Pressure = S psi CONCRETE REINFORCEMENT Minimum Concrete Cover for Reinforcing: 3` Concrete poured against soil r Formed concrete M contact with soil 1 -1/2" Slabs on moisture baffler 45 MAX 2500 0.67 e 0.54 0.54 111111111111 '11111111111111 r oeNfttRA�, Verify ant dimensions. devotion and oon+dltlons of the std prior to oommsneino hiteat In wtillno of any dlsorepenoios between the editing condition and those Perform all work to oonferm to the 1 N7 Edition of the Uniform Building Code. LOADING CRITERIA gravity Loads; Roof: time load = 25 psi (snow) Dead Loads 16 pet MAIN RUNNER Assumed Allowable Oral % Pense ae: fl0 be verged at construction) 2000 psf for Dead + Live 2007 psf for Dead ; Live f (' ind or Seismic) Exterior footings Mall bear 1'-6' (minimum) below Mitt grade. All footings to bear on firm undisturbed earth below organic. surface soils. Baden! to be compacted to 95% of maximum density per ASTM 0.1557. Provide (2)05 (minimum) continuous at bottom of all footings. MAX WATER/ CEMENT RATIO MINIMUM f ' c NON/AIR ENT AIR -ENT SACKS/C.V. • Foundations, stem wails and slate on grade 2300 0.67 CMU grout (11? max aggregate) 5.0 Air - entraining agent (3% to 7%) to be used in aN concrete exposed to weatrner. Provide 3/4" chamfer on exposed edges unless noted otherwise in drawings. All reinforcing steel. unless indicated otherwise. ASTM A0111 grade 00 (fy=00.000 pal). Welded wire fabric shall conform to ASTM A165. Provide reinforcing Steel not specifically shown in walla. slabs or beams to comply with typical or similar sections and details where reinforcing Is shown Extend horizontal foundation reinforcement to 2- from outside face and lap with elbow bars (30 diameters) of same size and spacing. Slab Reinforcement: Nonstructural stabs on grade to be a minimum 4" thick placed on gravel fill and reinforced with 6x5-W1 .4/W1.4 welded wire fabric. Interior slabs on grade shall have approved vapor barrier with proper sub -grade preparation. VERTICAL 12 GA HANGER SPACED 4' -0' O.C. ALONG MAIN RUNNER TO STRUCTURE ABOVE. (4) 12 GA WIRES SECURED TO MAIN RUNNER WITHIN 2' Of CROSS RUNNER SPLAYED 00 FROM EA OTHER. N.T.E. 45 PROM 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. A.C.T. CROSS RUNNER NOTE, SUSPENDED CLG SHALL OE INSTALLED Pee UIC 4702. A.C.T. SWAY BRACE Plywood roof and wall sheathing to be Ca INT -APA (with exterior gkas) per USC Chapter 23, Division VI, bearing APA stamp. Minimum nail else shell be 6d Common. Maximum nil sped% shall be •- o.c. at all WWI edges and 12' o.c. at Intermediate Supports. Stagger end laps at roof and floor sheathing. All panel edges to be blocked at shear wails and, 5 as indicated on plans for roof and floor sheathing. Support shall be supplied to all plywood edges with plycups, blocking, tongue and groove plywood joints or other approved method per APA recommendation. MASONRY ooOMInaUcna+ Concrete Masonry Unit (CMU) CenetruCtion: Special inspeatiori Not Required Minimum compressive according SO UDC Chaplets : d 2 masonry (f '"' t01 bi 1500 0« and ahrN be Masonry units to be load /Baling Grade N-1 (per ASTM C40). Use only type '8' moiler. One half tfte allowable stresses were used for defipn acid '6_N Inspection and Testing° is not required. A letter of cerdMeatioe from the supplier of the meat rials to verify compressive Stromlo (I'm) is required. . Clocks to be arrartOed M running bond. CMU walls. columns and pilasters to be relnebreed as shown on the drawings. Pleas bond beams at 4 o.c.(maximunu). AN hodaoiial reinforcement shall be placed in bond beam or Ilrrtel beam units. Provide bond beams M tops of wells. window eNts and door and window heads and verScai reinforcement at door and window jambe. Al calls containing reinforcing steel, embedded items, cells M reusing walls and walls below grade to be solid grouted. Stepper aril adjacent lap splices 24" minimum. Unless otherwise noted, all vertical reinforcement shell be positioned at the center of the wall. Foundation dowels shall be the arms sire and spacing as vertical reinforcement. Provide cleanouta for grout pours over s•-0- in height. AN grout shall be conaoldated with a rnecha dcal vibrator. When grouting is stopped for one hour or longer. horizontal construction joints shall be formed by atoppin0 the pivot pour 1 1/2' below top of the uppermost unit- MIST METAL PLATE CONNECTED WOOo muss Wood trusses shall be factory fabricated trusses. Design and fabrication shall conform with the requirements of the tkilform Building Code and the Design Specifications for Light Metal Plate Connected Wood Trusses published by the Truss Plate institute. Engineering design and shop drawings bearing the stamp of a Professional Engineer registered in the State of Washington and showing all details of construction required for a complete installation shall be subrnitted to the Architect for review. PLYWOOD SPECIAL INSPECTIONS An independent WABO codified inspection agency is to perform the following inspections and tests in accordance with requirements of Chapter 17 of the Uniform Building Code. Distribute copies of inspections and test reports to the Building official, Contractor and Architect. N.T.S. Concrete: Compressive strength tests. sampling in accordance with ASTM C31 and tests per *8TM C3e; one sat of three standard cylinders for each days pour exceeding 5 cubic yards plus additional sets for each 50 cubic yards more than the first 25 cubic yards of concrete placed in any one day. One specimen tested at 7 days, two specimens tested at 28 days. SF E. P1444 Jeev/ilbt/ Co•t,e►e AM 0 PI '7 • 0 24 O.C. 41 PART. BRACE ▪ ONSWEPOIMEMIN. .000.1.11.1.1•1111. a 45 DEGREE 2 -1/2 ' STEEL STUD 25 GA. (VERIFY) OR 2X4 WOOD STUDS BRACE • 5' -0' O.C. MAX. ATTACH TO FRAMING MEMBER W/ 610 SCREWS. ATTACH TO STRUCTURE ABOVE SUP. CEILING OR GWS CLG. T.O. CLG. 1O' -O' 'VERITY) • 2x6 WOOD STUDS OR 6 -5/8' 20 GA. STEEL STUDS • 16' O.C. W/ 6/6' TYPE 'X' GWe EA. slDE ATTACH STUD TRACK OR 2x6 P.T. WOOD PLATE TO SLAP W/ RAM SET ANCHORS SCALE: 1- 1/2'•1' -0' a • CARLETTI ARCHITECTS P.S. andiNOMMe a pMnpil 204 ftiveraide Drive Mount V�non. WA 08273 Phony: 1E1 4�4:SM6 ismansommosensommousamsommit rte: . ========== TENANT IMPROVMENT FOR: . PAWN -X- CHANGE . 14121 PACIFIC HIGHWAY SOUTH TUKWILA. WA CONTACT: MARK STONE (4251 603 -9003 - 99 -163 PROJtGT NUMBER: REVISIONS: /(\ 1/31/00 PER CITY A Z/wfro roK. GI1Y povlg4 4/WiA 114 SHEET TITLE: DETAILS STRUCTURAL NOTES CITY OF rurnAA APPROVED JUL 20 2000 I r lA L L) BUILDING DIVISION TIM GOODMAN TIM GOODMAN Y PETE CARLETTI CHECKED Bar. MOINE CITYOP JUN - 1 2008 Pew maw 10/10/09 NATe C Gi A -4.0 c rf"1a art IPSO 611rasnh atui era Pali► 9 �� PLANT SCHEDULE SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SIZE CONDITION 0 7 ACER RUBRUM RED SUNSET RED SUNSET RED MAPLE 2" CAL. BALLED AND BURPLAPPED 6 THUJA OCCIDENTAL'S 'EMERALD' EMERALD ARBORVITAE 5 -6' HIGH BALLED AND BURLAPPED 9 PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN ENGLISH LAUREL 3 GAL. SPACING AS SHOWN MIN. 18 TALL PLANTS 0 30 BERBER'S THUNGERGII 'ATROPURPUREA' RED LEAF JAPANESE BARBERRY 3 GAL. I SPACING AS SHOWN MIN. 18 " TALL PLANTS 0 _ 10 CISTUS X PURPUREUS ORCHID ROCKROSE 3 GAL SPACING AS SHOWN MIN. 18 TALL PLANTS 219 1 ERICA X DARLEYENSIS 'MEDITERRANEAN PINK' MEDITERRANEAN PINK HEATHER 1 GAL. SPACE AT 24" O.C. III 85 ROSH X FLOWER CARPET 'NOATAUM' PINK FLOWER CARPET GROUND COVER ROSE 1 GAL. SPACE AT 24" . 7 lin • • E .Y r I i 'H F S F r) FA H A FF� CONCRETE CURB (SEE DETAIL 5, SHEET L -1) CONCRETE CURB (SEE DETAIL 5, SHEET L -1) PLAN VIEW ELEVATION 8 - B' PARKING LOT PLANTER NOT TO sera LANDSCAPE PLAN CONCRETE CURB (SEE DETAIL 5, SHEET L -1) SCALE: 1 " =10' 0 SECTION A -A' a 2" BARK MULCH TOPSOIL 2 '_ 0 " 1 10 EXISTING ASPHALT 20 30 PROVIDE 2" CLEARANCE BETWEEN ROOT BALL AND EDGE OF PLANTING PIT. 5W6 19.ANTING WS TO OC4411 PLANTING SOIL PEEL BACK BURLAP /REMOVE CONTAINER, REMOVE ALL TREATED OR NON- DEGRADABLE MATERIALS 2" LAYER BARK MULCH AVOID TRUNK MOUND SOIL TO FORM I r - 4" HIGH BASIN • SICK 2'x3 CONCETE STEPPING STONES ON COMPACTED 5UG4E I I. �-I I I 1E-11 HII' . I- -III" I -- -I --I I li"I I : 1 i •I I 1-- j1 -II — I � �1. SLOPE CONDITIONS • TREE WRAP 9=1 I 1=-7-2.1 I E FERTILIZER TABLETS See Specifications For Quantity EXTRUDED CONCRETE CURB LOCATE TIE ABOVE FIRST BRANCH. 5' MIN. TREE P4J4TING NOT TO &CAI. '4 p a LOCATE TIE HALFWAY ----- BETWEEN GROUND AND UPPER TIE 90 0 , - o 0 0 EQUIDISTANT \o/ SPACING 0 0 C;RoUND COVER PLANTINCs NOT TO 'cut TO PARKING/ TO PLANTING INTERNAL ROADS BEDS 1 #3 x 8" DEFORMED BARS 0 18" O.C. L "~ SOIL IN PLANTING r BEDS - ,= • - .I.i 11 CROSS SECTION EXTWEP CONCRETE CURB NOT Tot • r , TOP OF PROPOSED CONCRETE CURB EXISTING ASPHALT ° TREE SECURED TO REBAR WITH WONDER TREE TIE #4222198. DO NOT ALLOW WIRE TO TOUCH TREE. TREE AND REBAR TO BE IN VERTICAL POSITION AFTER INSTALLATION OR REBAR AND WIRING. REMOVE AFTER 1 YEAR TIME. #5 REBAR DRIVEN THROUGH ROOT BALL TO A DEPTH OF 3' -0" INTO UNDISTRUBED SOIL.. 2" LAYER BARK MULCH, AVOID TRUNK MOUND SOIL TO FORM BASIN 6" ABOVE GRADE 3 -WAY BACK FILL MIX 1 1 I---I 11=1 I I =■11 I I 1 1 I CUT AND REMOVE BURLAP FROM 1/3 OF BALL/ REMOVE CONTAINER, CENTER ROOT BALL IN TREE PIT* 12" GREATER THAN ROOT BALL O * REMOVE ALL TREATED OR NON BIO- DEGRADABLE MATERIALS #3 X 8" DEFORMED ' BARS 0 18" O.C. DRILL 1" MIN. HOLES. FILL WITH EPDXY GROUT i • i LONGITUDINAL SECTION I- V f --- 111 Z <1: U I X SHEET NUMBER J Aft F W a Aft% L1 Q178J 001116 JUN - 2000 ma ammo • • checked out d2000-178