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Permit D07-212 - RECOUSSINE RESIDENCE - REMODEL
RECOUSSINE RESIDENCE 5826 S 144 ST D07 -212 Parcel No.: 3365901130 Address: 5826 S 144 ST TUKW Suite No: Tenant: Name: RECOUSSINE RESIDENCE Address: 5826 S 144 ST , TUKWILA WA Owner: Name: GARCHA JAVINDER KAUR Address: 5826 S 144TH ST , TUKWILA WA 98168 Phone: Cit3 f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Contact Person: Name: LISA GREER RECOUSSINE Address: 3518 FREMONT AV N #450 , SEATTLE WA 98103 Phone: 206 890 -5106 Contractor: Name: OWNER AFFIDAVIT - LISA GREER RECOUSSINE Address: Phone: Contractor License No: DESCRIPTION OF WORK: INTERIOR REMODEL doc: IBC-10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 - 212 Issue Date: 06/26/2007 Permit Expires On: 12/23/2007 Expiration Date: Value of Construction: $5,500.00 Fees Collected: $260.48 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0023 1307 -212 Printed: 06-26 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City c Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D07 -212 Issue Date: 06/26/2007 Permit Expires On: 12/23/2007 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: X Date: I — 0 1 6 0 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 provisions of any other state or local laws regulating construction o jj e perf ce of work. I am authorised to sign and obtain this development permit. Signature: ' U I J� Q.U.f i Date: Print Name: L6 ( 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. doc: IBC /06 D07 -212 Printed: 06-26 -2007 Parcel No.: 3365901130 Address: Suite No: Tenant: 5826 S 144 ST TUB:W City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECOUSSINE RESIDENCE 1: ***BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -212 ISSUED 06/12/2007 06/26/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: All wood to remain in placed concrete shall be treated wood. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct-vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. doc: Cond -10/06 D07 -212 Printed: 06-26 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431- 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: Cond -10/06 * *continued on next page ** D07 -212 Printed: 06-26 -2007 I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulating construction or the performance of work. Signature: (� �C Date: Print Name: l� Q-occ7.6cx) v� doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 007 -212 Printed: 06-26 -2007 Contact Person: E -Mail Address: CITY OF TUKWILA Community Developmenl0epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatukwila.wa.us Site Address: 58 26 5, 114 4 T- Tenant Name: L.1� � +R hcoo.c.c, t . Property Owners Name: 5anr1c Mailing Address: 35 - Ale N. 1-t 15C E -Mail Address: Company Name: Ill &COLV U.-C Mailing Address: `0q)`'\ 'S 0 9 b`b'' . P Contact Person: Tl la\ Met 60 l ( E -Mail Address: Y1ti\ nr� C r c24 Company Name: Mailing Address: Contact Person:UAk , CQ{ \i(YP O 1 E -Mail Address: Q:\Applications'Fonns- Applications On Line13 -2006 -Permit Application.doc Revised: 9 -2006 bh Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: E. Yes ..No Sa4+Vz. City State 9 15 1 . 03 Zip CONTACT FRS Name: 52vY.€ 25 2 bcy•(e Day Telephone: (2-06) i p- 1 p( Mailing Address: City State Zip Fax Number: (9 i{-g - 2 $ 2- t) IN I GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) Company Name: Mailing Address: city Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: State Zip I plans must be wet stamped by Architect ofRecbr,, City State Zip Day Telephone:@ 151 - Fax Number: u-rAl as D � 4V1At \ Z v e ‘ r W 9' c ( City State Zip Day Telephone: t 'tgG- - 1 S, 9 j1 — �a Fax Number: Page 1 of 6 LDING PERMIT Valuation of Project (contractor's bid price : $ cj� Existing I�uilding Valuation: $ Scope of Work (please provide detailed information): 1 024(+201y, e Q� y� W. to s t..1 IN, 2 )O4 s VPrye eX l6flw) 1 0$220w 4 'o cok . AAA fer nec3 Acid 4 naW ktv.2rns -Feyr dat', 1 -2.b■ 1 +`, Will there be new rack storage? ❑.... Yes pro e Fod l ding Areas; in 27 )52n 34' 57D PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): q, `QUO Floor area of principal dwelling: 'f)r1 0 Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 3 Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safe Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Er. If yes, a separate permit and plan submittal will be required. ❑ None ❑ Other (specify) Page 2 of 6 PERMIT APPLICATION NO" 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 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. UILDING O OR AUTHORIZED AGENT: S ignature: U I , Print Name: 5& Mailing Address: 35 ' en\pY - Prve, t4 Date Application Accepted: Q: \Applications\Fbrns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh - Applicable to all permits in this i Date Application Expires: / — — o7 Date: (o (2r c7 Day Telephone: (2c) ��1 o - 0(o �Pa VJf `1 Io3 City S tate Zip Staff Initi Page 6 of 6 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: city Day Telephone: Fax Number: State Zip Expiration Date: Fixture Typ1e: Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Building sewer or trailer park sewer Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Fixture Typ Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Rain water system — per drain (inside building) Repair or alteration of water piping and/or water treating equipment Future Type: Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Water heater and/or vent Repair or alteration of drainage or vent piping QtY 'xi re Ty Gas piping outlets Additional medical gas inlets/outlets — six or more Medical gas piping system serving one to five inlets/outlets for specific gas Q:\Applications\Forns- Applications On Line'3 -2006 - Permit Applieation.doc Revised: 9 -2006 bh Page 5 of 6 ALTERNATE PLAN SUBMITTAL AUTHORIZATION FOR LIMITED SCOPE OF WORK U.B.C. Section 106.3.2 exception RECfIVEL JUN 13 2007 Project name / f SSG � � - �ee/l _ PERMIT CENTEF Address Description of work i"t 4 Related reference number The above project permit applicant, due to the limited scope of work is authorized to submit reduced plan requirements describe as noted below. 1. Complete permit application required: ( Note, all application must include; 1) property assessor number, 2) copy of contractors license or completed owner waiver form. ) • Building 2. Minimum plan and /or specification requirement: Site plan Floor plan Elevations Foundation Cross sections % Roof plan W.S.E.C. compliance Narrative __ Structural calculations ( stamped by Washington State licensed engineer ) Specific required information Authorization by, TBD3/96 -f3 3. Other special instructions: ,.. Tukwila Building Division (206)431 -3670 Application# I/0/ ' 212✓ Mechanical Other Date vL 9) 7 ( Authorization void 30 days after the date issued. ) Parcel No.: 3365901130 Permit Number: D07 -212 Address: 5826 S 144 ST TUKW Status: APPROVED Suite No: Applied Date: 06/12/2007 Applicant: RECOUSSINE RESIDENCE Issue Date: Receipt No.: R07 -01229 Initials: WER Payment Date: 06/26/2007 03:12 PM User ID: 1655 Balance: $0.00 Payee: LISA GREER TRANSACTION LIST: Type Method Description Payment Check 2085 159.64 ACCOUNT ITEM LIST: Description BUILDING - RES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Amount Account Code Current Pmts 000/322.100 155.14 000/386.904 4.50 Total: $159.64 Payment Amount: $159.64 9727 06/26 9716 TOTAL 159.64 doc: Receiot -06 Printed: 06-26 -2007 Parcel No.: 3365901130 Address: 5826 S 144 ST TUKW Suite No: Applicant: RECOUSSINE RESIDENCE Receipt No.: R07 -01114 Payee: LISA GREER TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - RES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Initials: BLH Payment Date: 06/12/2007 03:15 PM User ID: ADMIN Balance: $159.64 Amount Payment Check 2079 100.84 Account Code Current Pmts 000/345.830 100.84 Total: $100.84 Permit Number: D07 - 212 Status: PENDING Applied Date: 06/12/2007 Issue Date: Payment Amount: 8100.84 9266 06/12 9716 TOTAL 100.84 (inn' RAcaint -O6 Printari OR-12 -2007 P ReG 0 u .5S,/‘ Q Type of I � J C`-t� l / Address: S�2 4 S izm S D a t e - C Special Instructions: (�,L /■ G1 J�1 + , n je _ Y ' ^ cialr -A-4 Date Wanted: J -/k —o - a.m. c ' I r•�r Requester: Phone No: -E'10 —570(6, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ( 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. E1 Corrections required prior to approval. COMMENTS: r ex 1-0 (t) c 1t- V1 AS { ^,_ e Inspectq Date: 3 _ t ? 06, t a $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: ""<(`( CISS / r RS . Type of Inspection: / n, r7 / Address: f'z6 S / 4 /- 5--) Date Called: Special Instructions: //417/ Date Wanted: / O Wanted:, ( a.nr- — 7 — 1 • • Requester: Phone No: -206 -DSO Sid ;A INSPECTION RECORD (0 Retain a copy with permit INS ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1` i ch 70 0 In sector I °a /0 3 / 0 REINSPECTION FEE I QUIl D. Prior to inspection, fee must be d at 6300 Southcenter Blvdd.. Sul a 100. Call the schedule reinspection. 'Receipt No.: !Date: PERMIT NO. (206)431 -3670 Proj t: - / r ( -, Pti l Type of Inspection: (,e__,, //, Lti5' , \ I \J Ades, / !/C/ 77 S-/ Date Called: Special Instructions: Date Wante : 1117 /D / Z3 4 - 7 Requester: Phone No 667-2/2 INSPECTION RECORD Retain a copy with permit INSPECT N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -$8170 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: ‘,r k // r AiS Z'/, // v — ( / i 'Insp ct ol4 _ 'Date: a 3 -d7 $ REINSPECTION E REQUIRE Prior to inspection, fee must be p 'd at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: (:),-/ 0 kei ' R>i/ f�i/i 7 r iti/ 7 I Oe /9 // /j Z(4-- /)/1 /mot /t Z / / i s /4 (.✓ /i /5 t y9!' ftii -{/ (/ d/ Pc 'S ,� A (le • y V5z/ (4 / /v l/ /A..1 ( 7 �� Al A / LA /_C - .S — !�'1I er - j4rtj i/( ,�1,/ l At Requester: Phone No 2 d 6 - qs y -6357/ Project: �e02 /s5 /ti ;°s - Type of Inspec ion: C/4 //_ Address: X621,s /vv Date Called: Special Instructions: Date Wante a.m. Requester: Phone No 2 d 6 - qs y -6357/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspector 'Receipt No.: /) EI Corrections required prior to approval. Eitt REINSPECTION FE REQUIRE . Prior to inspection, fee must be Id at 6300 Southcenter Blvd., Suit 100. Call the schedule reinspection. Date: I Date: / /e / PERMIT NO. ..f "�r0"",�.�_"3YYsea - >yl COMMENTS: Vet /----;7b, / i /,t/ R/7C / 0 - /Y�/// x/1(_ S (7 izridll� — Lvri, S) S `(/p ,i67,.e%)? Date Called: Special Instructions: 3wo /s • j' 4 4./9//5 /tis 2 //,7 7? d 77 �d /11 Zir0y; -/ Proj _ n /P l �) /S5, t' /Z 5 Type of Inspection: A ,', 1' i / Address: f .0 z & S /1/1/ s Date Called: Special Instructions: Date Wanted* / 6 1 /j /o - 7 Requester: Phone No: U l� — S .Sy -3 S9 INSPECTION RECORD Retain a copy with permit /44 °" AmtA XI 007 2/Z PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Ei Corrections required prior to approval. 1D /a/ /s /9 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: pf /J / / �r v// ,fs /0 -YS —' (.77 / 7_L-- e-e if `,!' �--� /. i.4 �G f --- ✓/P /, ye ic/ — ,. // 1/,/ '77, A- S --- /:? c)/lr / S r' ,.y7 r Special Instructions: Date Wanted: - 7 - 3d -off Requester: Phone No: &UC -599_ S /c76 , . N Proj ct: _ D 1/S,Ne /.?,.5 - Type of Inspection: �9// -,/.v5 Address: -582 S / ys Date Called: Special Instructions: Date Wanted: - 7 - 3d -off Requester: Phone No: &UC -599_ S /c76 / 58 .00 REINSPECTION FEE EQUIRED. rior to inspection, fee must be paid at 6300 Southcenter Blv . Suite 1 . Call the schedule reinspection. eceipt No.: spec INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 /.DO7 / El Approved per applicable codes. Corrections required prior to approval. Pr ect: ,/ CC' a2� 5 �� 1 P ��° S Type of Inspection: v 6. f en/n/ f1/ Ad 152 s /1/4/ Date Called: Special Instructions: Date Wanted: a.m. _7 -- /7- e .� am` Requester: Phone No: 6 -E350 - S/04, • INSPECTION RECORD Retain a with permit INSPECTI9 1 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspecto tti Approved per applicable codes. Corrections required prior to approval. 11 M $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: l'rpject: 6 (' • - Type of Inspection,: . Address: .....7 7 S / V s--/ Date Called: /0 if -,...--"4...ite. i Special Instructions: i Date Wanted: .-. a.m. (,- 7 07 - (il.tb .... Phone No: 4 ,2_06799 s C., INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-3670 Approved per applicable codes. El Corrections required prior to approval. 0 $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: FILE COPY p,.... -,: No. Structural Design Associates North Star Building 2210 Hewitt Ave., Suite 401 Everett, WA 98201 Phone: (425) 339 -0293 Fax: (425) 252 -0916 e -mail: sda @strucdes.com STRUCTURAL CALCULATION Beam design (roof beam & main floor beams Only) SDA Job # 5174 EXPIRES 1/3/ Greer Residence 5826 S 144 St. Tukwilla, WA June 8, 2007 1O72J CO EWED FOR COMPL AN APPRO JUN 2 2 2007 RECEIVED JUN 13 2007 PERMIT CENTER Item Material Load psf Roofing Tarp /Comp. 3.0 Sheathing or Decking 15/32 CDX 1.5 Insulation R38 3.0 Ceiling 5/8 GWB 2.8 Fixtures — Mech., Electrical, Misc. 2.6 Framing Rafters /Truss 2.1 Structural Design Associates North Star Building 2210 Hewitt Ave, Suite 401 Everett, WA 98201 (425) 339 -0293 LOADING CRITERIA FOR ROOF AND /OR CEILING ❑ Main Roof Area ❑ Canopy or Mansard Roof ❑ Ceiling Only ❑ Other Live Loads IN Snow Load — 25 non - reducible ❑ Ceiling Only —10 psf TOTAL DEAD LOAD =15 PSF ❑ Increase in Fb and Fv of 15% allowed for duration of load Job #: 5174 Date: 6/8/2007 Design: Pasko Kesovija Item Material Load psf Floor Covering Carpet 3.0 Floor Sheathing 3/4 T &G CDX 2.3 Ceiling 1 / 2 GWB 2.2 Fixtures — Mech., Elect., & Misc 1.02 Framing Joists Beams TJI 2.48 1.0 Structural Design Associates North Star Building 2210 Hewitt Ave., Suite 401 Everett, WA. 98201 (425) 339 -0293 LOADING CRITERIA FOR FLOOR Live Loads Residential — 40psf (reducible) ❑ Office — 50psf (reducible) ❑ Assembly — 100psf (non- reducible) ❑ Corridors and Exits — 100psf (reducible) ❑ Other Ltd TOTAL DEAD LOAD =12 PSF Job # 5174 Date 6/8/2007 Design Pasko Kesovija Where allowed, live load is reduced by 0.08% per square foot for areas greater than 150sf to a maximum reduction of 40% for members receiving load from one level only and 60% for other members. R= 0.08 ( A — 150 ) G-MZ Em m 2 w (21 2 336o - A /a8 ` - 4 i / S. O / /o X5/74 8�r2 40-J _ 3_2o .1 c is ui : 8 (6 2 -e:: ) ,LLB 12c) c'� /S +2S) � S �L � i_ow f 22 fi n = /2 U SA_ Z. a< x 12. C�- LE 2 47 - -l/4 45 w z /4( /Z -t4o) ')1 LS Z -IA e 0(12-+4o)- mac_ 103 LYS7._ 3 , l2s )(10.f.; G-LL, 217 -ill it ' 2_ ( I 21- 4o) Z {' L - I NS`s a k Ib 4-1F z w 29c? T I oV1. "4Z U Sot_ 6,15 A 12 a-1 2ff -VG Rev: 580004 User: KW- 0603169, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 5174.ecw:Calculations Description [General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined [Deflections Section Name 3.125x12 Beam Width 3.125 In Beam Depth 12.000 in Member Type GluLam Load Dur. Factor Beam End Fixity [Trapezoidal Loads #1 DL@Left DL @ Right #2 DL @ Left DL @ Right Summary Span= 13.00ft, Beam Width = 3.125in x Depth = 12.in, Ends are Pin -Pin Max Stress Ratio 0.734 : 1 Maximum Moment 12.7 k -ft Maximum Shear * 1.5 Allowable 17.2 k -ft Allowable Max. Positive Moment 12.66 k -ft at 6.448 ft Shear: Max. Negative Moment 0.00 k -ft at 0.000 ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 17.25 Reactions... fv 136.03 psi Left DL 1.44 k Fv 276.00 psi Right DL 1.24 k fb 2,026.00 psi Fb 2,760.00 psi Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 * D @ Center @ Left @ Right Beam #1 1.150 Pin -Pin 216.00 #/ft 216.00 #/ft 225.00 #/ft 225.00 #/ft Dead Load -0.176 in 6.500 ft 888.5 .L. Defl) ... 0.263 in 0.000 in 0.000 in LL @ Left LL @ Right LL @ Left LL @ Right Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow Fv Mow Fc Allow E otal Load -0.475 in 6.500 ft 328.21 520.00 #/ft 520.00 #/ft 375.00 #/ft 375.00 #/ft 13.00 ft ft ft 2,400.0 psi 240.0 psi 650.0 psi 1,800.0 ksi Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Lu Lu Lu Start Loc End Loc Start Loc End Loc 0.00 ft 0.00 ft 0.00 ft 0.000 ft 2.000 ft 2.000 ft 12.000 ft Beam Design OK 5.1 k 10.4 k @Left 4.13k @ Right 3.34 k Camber. @ Left 0.000 in @ Center 0.263in @ Right 0.000in Max 4.13 k Max 3.34 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Rev: 580004 User: KW- 0603169, Ver 5.8.0, 1-Dec -2003 (6)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 5174.ecw:Calculations Description - General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined [Deflections Section Name 3.125x12 Beam Width 3.125 in Beam Depth 12.000 in Member Type GluLam Load Dur. Factor Beam End Fixity Full Length Uniform Loads I Center Left Cantilever Right Cantilever Summary Beam #2 DL DL DL 1.000 Pin -Pin Span= 12.00ft, Beam Width = 3.125in Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,096.64 psi Fb 2,400.00 psi Center Span... Dead Load Deflection -0.097 in ...Location 6.000 ft ...Length/Defl 1,488.1 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.145 in @ Left 0.000 In -• @ Right 0.000 in 168.00 #/ft #/ft #/ft x Depth = 12.in, Ends are Pin -Pin 0.874 : 1 13.1 k -ft 15.0 k -ft at 6.000 ft at 0.000 ft 13.10 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 15.00 fv 146.76 psi Fv 240.00 psi Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow • 240.0 psi Fc Allow 650.0 psi E 1,800.0 ksi Total Load -0.419 in 6.000 ft 343.42 LL LL LL Reactions... Left DL Right DL 560.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: 1.01 k 1.01 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl 12.00 ft Lu ft Lu ft Lu 0.00 ft 0.00 ft 0.00 ft Beam Design OK 5.5 k 9.0 k @ Left 4.37 k © Right 4.37 k Camber: @ Left 0.000 in @ Center 0.145 in @ Right 0.000 in Max 4.37 k Max 4.37 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Rev: 580004 User: KW -0603169, Ver 5.8.0, 1-Dec -2003 (c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 5174.ecw:Calculations Description General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Summary ' Deflections Beam #3 Section Name 3.125x10.5 Beam Width 3.125 in Beam Depth 10.500 in Member Type GluLam Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever DL DL DL 1.000 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 240.0 psi Fc Allow 650.0 psi E 1,800.0 ksi 12.00 ft Lu ft Lu ft Lu [Full Length Uniform Loads 108.00 #/ft #/ft #/ft LL LL LL 360.00 #/ft #/ft #/ft 0.00 ft 0.00 ft 0.00 ft Beam Design OK Span= 12.00ft, Beam Width = 3.125in x Depth = 10.51n, Ends are Pin -Pin Max Stress Ratio 0.734 : 1 Maximum Moment 8.4 k -ft Maximum Shear * 1.5 3.6 k Allowable 11.5 k -ft Allowable 7.9 k Max. Positive Moment 8.42 k -ft at 6.000 ft Shear: @ Left 2.81 k Max. Negative Moment 0.00 k -ft at 0.000 ft © Right 2.81 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft © Center 0.139 in Max. M allow 11.48 @ Right 0.000in Reactions... fb 1,760.44 psi fv 109.88 psi Left DL 0.65 k Max 2.81 k Fb 2,400.00 psi Fv -• 240.00 psi Right DL 0.65 k Max 2.81 k Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.093 in -0.402 in Deflection 0.000 in 0.000 in ...Location 6.000 ft 6.000 ft ...Length/Defl 0.0 0.0 ...Length/Defl 1,550.8 357.87 Right Cantilever... Camber ( using 1.5 * D.L. Deft ) ... Deflection 0.000 in 0.000 in @ Center 0.139 In ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 In Rev: 580004 User. KW -0603169, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 5174.ecw:Caicuiations Description General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 6x10 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary Span= 11.00ft, Beam Width = 5.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 684.50 psi Fb 850.00 psi d eflections Center Span... Deflection ...Location ...Length/Defl Beam#4 I DL DL DL 5.500 In 9.500 in Sawn 1.000 Pin -Pin Dead Load -0.046 in 5.500 ft 2,843.1 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.070 in @ Left 0.000 in @ Right 0.000 in 4.72 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 5.86 fv Fv 72.00 #/ft #/ft #/ft Depth = 9.5in, 0.805 : 1 4.7 k -ft 5.9 k -ft at 5.500 ft at 11.000 ft 42.56 psi 150.00 psi Center Span Left Cantilever Right Cantilever Hem Fir, No.2 Fb Base Allow Fv Allow Fc Allow E Total Load -0.201 in 5.500 ft 656.10 LL LL LL Ends are Pin -Pin Reactions... Left DL Right DL 850.0 psi 150.0 psi 405.0 psi 1,300.0 ksi 240.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: 0.40 k 0.40 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ... Length/Defl 11.00ft Lu ft Lu ft Lu 0.00 ft 0.00 ft 0.00 ft Beam Design OK 2.2 k 7.8 k @ Left 1.72 k @ Right 1.72 k Camber: @ Left 0.000in @ Center 0.070 in @ Right 0.000in Max 1.72 k Max 1.72 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Rev: 580004 User. KW-0603169, Ver 5.8.0, 1-Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 5174.ecw:Caicuiations Description Beam #5 General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 6.75x12 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 6.750 in 12.000 in GluLam 1.000 Pin -Pin 'Full Length Uniform Loads 1 [Deflections Center Left Cantilever Right Cantilever Summary Span= 22.00ft, Beam Width = 6.750in x Depth = 12.in, Ends are Pin -Pin Max Stress Ratio 0.602 : 1 Maximum Moment 18.9 k -ft Allowable 31.4 k -ft Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,398.22 psi Fb 2,323.97 psi Center Span... Deflection ...Location ... Length/Defl DL DL DL Dead Load -0.217 in 11.000 ft 1,217.2 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.325 in @ Left 0.000 in @ Right 0.000 in 72.00 #/ft #/ft #/ft 18.88 k -ft at 11.000 ft 0.00 k -ft at 22.000 ft 0.00 k -ft 0.00 k -ft 31.37 fv 57.96 psi Fv 240.00 psi Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 240.0 psi Fc Allow 650.0 psi E 1,800.0 ksi otal Load -0.940 in 11.000 ft 280.88 LL LL LL Reactions... Left DL Right DL 22.00 ft Lu ft Lu ft Lu 240.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: 0.79 k 0.79 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ... Length/Defl 0.00 ft 0.00 ft 0.00 ft Beam Design OK 4.7 k 19.4 k @ Left 3.43 k @ Right 3.43 k Camber: @ Left 0.000 in @ Center 0.325in @ Right 0.000 in Max 3.43 k Max 3.43 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Rev: 580006 User: KW- 0603169, Ver 5.8.0, 1-Dec -2003 _(c) 1983 -2003 ENERCALC Engineering Software Timber Column Design Page 1 5174.ecw:Calculatlons Description General Information Wood Section Rectangular Column Column Depth (along y -y axis) Width (along x -x axis) Sawn Unbraced length for "y -y" axis sideways deflection Unbraced length for "x -x" axis sideways deflection Lu XX for Bending [Loads Axial Load Eccentricity Summary Post © Bm#2 i 0.000in Ide Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 4x6 Total Column Height Load Duration Factor 5.50 in Fc 3.50 in Fb E - Elastic Modulus Douglas Fir - Larch, No.2 Dead Load 2,445.00 lbs 1.00 ft 8.00 ft 8.00 ft Live Load 6,051.00 lbs Using : 4x6, Width= 3.50in, Depth= 5.50in, Total Column Ht= 8.00ft DL +LL DL +LL +ST fc : Compression 441.35 psi 441.35 psi Fc : Allowable 567.74 psi 567.74 psi 8.00 ft 1.00 1,350.00 psi 900.00 psi 1,600 ksi Short Term Load 0.00 lbs DL + ST 127.01 psi 567.74 psi fbx : Flexural 0.00 psi 0.00 psi 0.00 psi F'bx : Allowable 1,161.22 psi 1,161.22 psi 1,161.22 psi Interaction Value 0.7774 0.7774 0.2237 Column OK 26..9 + 336© /43; ioo&, f1 1%7/4 2. ,6051 9415 45 432 7( / S us a_ 24 2,1 /2 77 Eos� /Sores 2445 2.4 U5 30?0 I2_ t7fJC - uSi cG 03 -05 -2008 LISA GREER RECOUSSINE 3518 FREMONT AV N #450 SEATTLE WA 98103 RE: Permit No. D07 -212 5826 S 144 ST TUKW 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 International Building Code and/or the International Mechanical Code, every permit issued by the Building Division 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 Inspection Request Line at 206 -431 -2451 to schedule 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 one or more extensions of time for additional periods not exceeding 90 days each. 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 and receive an extension prior to 04/28/2008 , 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, fer Marshall, Permit Technician xc: Permit File No. D07 -212 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: 06 -14 -07 ACTIVITY NUMBER: D07 -212 PROJECT NAME: RECOUSSINE RESIDENCE SITE ADDRESS: 5826 S 144 ST X Original Plan Submittal Response to Correction Letter # Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: , c a i l m Bui �� g D1Vlslon PubIi Works (1)_4 Complete TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28 -02 EMIT COORD COPY PLAN REVIEW /ROUTING SLIP r1 APPROVALS OR CORRECTIONS: C11 11 4 , - &Ai Fire Prevention Structural Incomplete Structural Review Required DETERMINATION OF COMPLETENESS: (Tues., Thurs.) to , lot Planning Division Permit Coordinator DUE DATE: 06 -19 -07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 07 -24 -07 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 STATE OF WASHINGTON) COUNTY OF KING ) AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION ss. [please print] 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. V4s � 8 oTA t\ S N ? PUMP : 2: < ``WA S \applications\8-2004 affidavit in lieu of contractor registration APPLICANT Signed and sworn to before me this X24 day of Iuhe aethz. Q. faze NOTARY PUBLIC in and for The State of Washington, Residing at King Name as commissioned: My commission expires: , states as follows: PERMIT NO.: PO 1 2-i2• RECEIVED JUN 13 2001 PERMIT CENTEF , 20 , County. Alice A Deacy 6-/6-08 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications\8 -2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor, 12. An owner who contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 17. Contractors on ehighway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW-4728.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. COPE INTONATION PLAN SET CONTENT5 %CT PE5COPT1ON A -1 PROJECT PATH 5-IECT & PLOT PLAN A-2 A5 MILT MAIN FLOOR PLAN A-3 A5 MIT PASEMENTFLAN A -4 NEW MAIN FLOOR PLAN A -5 NEW PASCMCNT FLOOR PLAN & FOUNPATION PLAN A -6 RCAR CLEVA11ON PLAN A-7 FRONT ELEVPoION PLAN A-8 PULPING ' CT1ON5 5.1 ENGINECRING 511ZIETI RAL PCTAIL CilON5 52 ENGINCCRING 5TRUC1IIRAL PETALS NOrt5 COPE INTONATION LOT 51ZE • EXISTING MAN FLOOR 50, FT. CX15T1NG PASCMENT 50. FT. EX1511NG 2NP FLO01: 50. FT. EXISTING TOTAL FLOOR 50, FT. EXISTING ATTACKP 6x/a 50, FT. CX1511NG PC GARAGE 5o, FT. EXISTING LOT COVCRACI: 21Z 12,900 %[.f;;. 1260 sq. f% 1,520 sq, ft, 270 sq. ft. 5070 501. ft. 354 sq. ft. 570 %I. fL. 2.568 sq. ft. NOTE • NO T1E5 ON 51TE TOPE IIMOVVP NUE COPY Permit No. $tEvISIONS No changes shad be made to the scorn C7 c cebt without prior opprotscl cl DuEErslr g NOTE: E.cvi..iafs will require a ncv, r'z Y� ......YI and may include additional plan regrew fees. City of Tukwila BUILDING DIVISION Plan review approval is subject to errors and omissdo Approval cf ccrst'ucdan documents does not author the violaticr cf c y cccepzed code or ordinance. Receipt Of apprcv -j C. ' C.; % :d cord 4' :dons is acknowledged: BY Date: C -1:57 SEPARATE PERM REQUIRED FOR: VMechanicai i 'Electrical ?Plumbing oeGe a Piping City of Tukwila BUILDm 3 DIVISION 12' 8 XNLRETE PAD 13' -8" 9' -1" PAVEMENT EDGE 12' CONCRETE SIDEWALK; GRASS 17' -10" 50,6 144 18' -10" PAYEMINT EDGE CONCRETE CHRD CONCRETE WALKWAY 12' -10" Stec -`t CCHCRETE W. Of'r Y LINE I X0,00' (:UNCLE IE CURD 12' -6" 11' -8" 24'-I" DETACHED GARAGE 24' 0 0 cv FL O1 PLAN 5CAL: III 20' REVIEWED FOR CODE COIAPLIANCE APPROV a B C Of "Tukwila % DIVISION L15A GRCER 5826 I4441 St. TLi;WILA WA TAX A5 NO: 33659001130 PROJECT INFORMATION PROJECT PPPRC55: Sane as aLnve PROJECT: MMOPEL EXISTING f3A5CMENT TO INCLIlf7E I PEDROOM FAMILY ROOM, LAWIPRY ROOM ANP FILL PATH REMOPEL EXISTING MAIN FLOGt? TO IMAM OPEN WALL PCM'ECN KITCHEN & IMNG ROOM RCMOPEL CXI5TI■6 PATH & KITCHEN REPLACE EX1511NG W1M7OW5 W1M WIN20W5 TO MEET WENT ElaGY CODE NOTE: FUR OUT u1511N6 PAYMENT WALL5 TO APP IN51LAT10N & IMPROVE CX151NG FRAMING LEGAL PESCEInoty LOT 1H2 10 Hi.LMAN5 SEATTLE GPM7EN 11Z5 1..C55 C 80 FT LEGENI2 EOM HOUSE TO PC REPAITP & li■Aopet.n7 REGEIIPED T JUN 13 2007 J 0 I AZ PERMIT CENTEF V k A l RICH DESIGN I PROJECT NO.: V 4 L 0 12' -7 1/2n 13' -7 1/2" 12' -O" Fireplace 9' -1" 64' -11 1/2. 17' -10 1/2" 64' -11 1/2. 18' -10" <'IC 2"X10" HDR 12' -10" HEM 21' -6" Fireplace ©(2) 2 "X10" HDR 11' -6 1/2" EXISTI N\ G N AI\ SCALE 1/4" = 1' -0" 7. RECEIVE JUN 13 2001 PERMIT CENTEI FLOOR PLA\ • 6 ;HLE1 NUMBe. A2 r ft I RICH DESIGN 1 PROJECT NO.: 03 -010 1 PAGE DESCRIPTION 16' -1 1/2" n LPPER FLOOR JUST OVER CANTILEVERED <ITCH EN cz) i i o! _ _ f I c 3 X N 18' -1D" 2"X10" HDR Existing 42" Elevated Access 2' -10" BEDROOM ROOM mechanical Room 21' FAMILY ROOM ©(2) 2 "X10" HDR P OLONI ED 0 N) 2'x4" - Furrow± al arounc N ❑TD ANY WOOD THAT TOUCHES CONCRETE SHALL BE PRESSURE TREATED EXISTI\ 3 BAS V ENT SCALE 1/4" = 1' -0" FL RECEIVED JUN 13 2007 PERMIT CENTER R PLA\ 0— !;HEFT NUMBER: 0 Z = m A3 P� DESIGN .: 03-010 PAGE DESCRIPTION N n I 0 N 16' -1 1/2" 16' -1 1/2" n LPPER FLOOR JUST OVER CANTILEVERED <ITCH EN cz) i i o! _ _ f I c 3 X N 18' -1D" 2"X10" HDR Existing 42" Elevated Access 2' -10" BEDROOM ROOM mechanical Room 21' FAMILY ROOM ©(2) 2 "X10" HDR P OLONI ED 0 N) 2'x4" - Furrow± al arounc N ❑TD ANY WOOD THAT TOUCHES CONCRETE SHALL BE PRESSURE TREATED EXISTI\ 3 BAS V ENT SCALE 1/4" = 1' -0" FL RECEIVED JUN 13 2007 PERMIT CENTER R PLA\ 0— !;HEFT NUMBER: 0 Z = m A3 P� DESIGN .: 03-010 PAGE DESCRIPTION 12' -7 1/2" 13' -7 1/2" 12' -0" Fireplace 9' -1" 1 Tub /Shower 64' -11 1/2" 17-10 1/2" 64' --11 1/2" 18' -10" t T 0 j <ITCHE\ 4 "X10" HDR 12' -10" 21' -6" Fireplace 4x4 HF #2 post (each side Post down to below support) (Bm #1) 3.125x12 GLB 24F —V4 (13 ft max span) 11' -6 1/2" REF \EW CAI SCALE 1/4" = 1' -0" RECEIVE[ JUN 3 3 2007 PERMIT CENTE -R E -2 \ FL OR PLAN ry O 6 NUMBF.A! m A4 r P�c�T�NO.1 03 -- 01 0 PAGE DESCff1P11ON n a UI R313.1 Smoke alarms. Smoke alarms shall be installed in the following locations; 1. In each sleeping room. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 3.On each additional story of the dwelling, including basements but not including crawl spaces and uninhabitable attics. When one or more smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarm in the individual unit. The alarm shall be clearly audible inn all bedrooms over background noise levels with all intervening doors closed. R313.2 Power source. In new construction the required smoke alarms shall receive their primary power from the building wiring...wiring shall be permanent without disconnecting switch...when primary power is interrupted, shall receive power from a battery. UPPER FLOOR JUST OVER CANTILEVERED <lICHEN IL — 1 I Existing Bath 8' -1" 18' -10" 18' -10 E 8 3' -8" Egress Existing 42" Elevated Access 2' -10" EXISTING BEDROOM ROOM (Bm #3) 3.125x10.5 GLB 24F —V4 Stn irs 2 -11 4x6 HF #2 post (eacf side) 3' -8 1/2" 4' -5" L_ E 4x4 HF 112 post (each side) 11' -0 1/2" 3' -11" P'x4 "- Furrout all arounc \❑TES ANY WOOD THAT TOUCHES CONCRETE SHALL BE PRESSURE TREATED 30 21' -6" 13' -10" FAMILY ROOM 4x6 DF #2 post (each side) Bm #2) 3.125x12 GLB 24F —V4 REVIEWED CODE COMPLIANCE APPROVED JUN 2 2. 2001 City Of Tukwila B ILDIN DIVISION 11'— REFER A ATII IN PLAN \EW BASE V E \T FL SCALE 1/4" = (24 OFOOTING SCHEDULE ADD NEW Post for Above Beam, AS CLOSE TC IN— WALL AS POSSIBLE to 18" x 18" x 10" DEEP CONCRETE FOOTING w/ (2) #4 BARS EACH WAY 24" x 24" x 12" DEEP CONCRETE FOOTING w/ (2) #4 BARS EACH WAY 30" x 30" x 12" DEEP CONCRETE FOOTING w/ (2) #4 BARS EACH WAY RECEIVED JUN 'I 3 2001 8 PERMIT CENTEF UR PLAN x IEET NUMBER: A5 'CC 17,, w 0 s RICH No.: 03-010 PAGE DESCRIPTION a 01.1119110Y ,, I DRAM BY: DES GYED 3Y: APPRO'D s3Y: isSUE A HOUSE REMODEL and ADDII1ON for Lisa Greer 5826 144th St TUKWILLA, WASHINGTON RICH DESIGN GROUP IIc DESIGNED BY: RICH MELCHIOR 253-951-8049 RI CHDESIGN1 I COMCAST.NET KIESIfN 14 1iS IR1N331I11H3d LooZ s L NAP 13/0331J 1,0-1T `_' 1117/I 11 J S IIVA -1A 1 \❑N iiiiii■ : :1■i�i■■ - — ■ ' ■■■■ -........__I - ilIIIIII••-I Z.'::."'.■ :."' -�- = I NII■ .■■.■■■ MMININ viii■ ► �ii.�.Liliii. �iiiii. t ► � ■ ■ ■ II•i ii i ■ ■■ ■. _ � .�I(�A. onem.•f�_Iiii . �r �iiiii■ �1i____I• • •�I ■ I•'Itiii■ • •U ■ ■ ■ .11 IIII.I• iii . �•../ ■. • ...� ... . ..■... // ... IMO . t • pi r g �ii � . n�. .. . u.. .11�.....11B. -' �.� ■■ MOM III: �I•■ /../H/■..■ ■■■.ry FA! EN NM P. El 18» 'I r II El u k 18" DO NOTE: ANY WOOD THAT TOUCHES CONCRETE SHALL BE PRESSURE TREATED POST SUPPORT PAD SECTION SCALE 1/2" = 1'0" REFER A -7 sr 24» I n n u u 0 • 0 24" j, • C u 1'X6' FASCIA AIR VENT V CONT. SCREENE r 30" t n n U U n o U 0 WIND BAFFLE EXTEND 12' ABOVE INSUL. 3/4° ROOF SHEATHING SOLID BLOCKING W /VENTS CONT. METAL GUTTER Cu WOOD SOFFITS 0 I Comp Roofing W /30LB. FELT UNDER CEDAR SIDING AS PER SPECS AIR INFILL BARRIER BLANKET 1/2° CDX PLYWOOD SHEATHING 2 °X4' TREATED MUD SILL W/ 1/2' 0XS' LONG A.B. 5' -0 ❑.C., 12' FROM CORNER FINISH GRADE- 30' 18" x 18" x 10" MIN. 24" x 24" x 12" MIN, 30" x 30" x 12" VIN, W/ (2) #4 EACH WAY W/ (2) #4 EACH WAY W/ (2) #4 EACH WAY (2) PLACES (2) PLACES (2) PLACES W 8 z CONCRETE WALL cu 4° STORM DRAIN 12 4' ABS PLASTIC FOUNDATION DRAIN PIPE W/ WASHED GRAVEL 16° 1' AIR GAP is 74 ENGINEERED TRUSSES 2 24' O.C. R -38 INSULATI ❑N 5/8° G.W.B. CEILING H -1 CLIP AT CEILING DBL. TOP PLATE 3/4-PLYWOOD SUB-FLOOR GLUED 12' TJI FLOOR JOIST AS PER MANUFACTURER 5/8' G.W.B. CEILING 1/2' G.W.B. WALLS 2'X6' STUDS 216' D.C. TYP. R 21 INSULATION WALLS TYP. 3 /4'PLYW ❑OD SUB-FLOOR GLUED AND NAILED R -30 FLOOR INSULATI ❑N OVER UNHEATED SPACE 5/8' G.W.B. CEILING OF LIVING SPACE R -21 TO EXISTING WALLS OF LIVING SPACE 1/2° G.W.B. WALLS OF LIVING SPACE NOTE: ABOVE TO EXISTING GARAGE 2'X4' STUDS 216' O.C. TYP. NEW CRAWL SPACE TYPICAL \FW WALL SE SCALE 1/2" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 2 2007 City Of Tukwila B ILDIN DIVISI • N 2'X10° FLOOR JOIST 216' D.C. FURR OUT WALLS TO ACCEPT R -21 INSULATION R -21 TO EXISTING WALLS OF LIVING SPACE 1/2" G.W.B. WALLS OF LIVING SPACE #4 BAR HORIZONTAL 224 °O.C. & #4BAR VERTICAL 224' 0.C. 6 MILL BLACK POLY M ❑ISTURE BARRIER -LAP SEA 8' CONCRETE F❑❑TING UNDISTURBED SOIL r TI_1\ SCALE 1/4" = 1' -0" 12' RECEIVER JUN 13 20U/ PERMIT CENTh; a- cp CD Cn CM CD E z ,u 0 SHEET NUNSn: BUILDI \G SECTI ❑IBS A 8 6 RICH SIGN 1 PROJECT NO.: 03 -- 010 PAGE DESCRIPTION La a 24 LT_1 18 -10 18 8 0 Egress 42" Elevated Access (Bm #3) 3.125x10.5 GLB 24F —V4 4x6 HF #2 post (each side) 8 V G 4x4 HF #2 post (each side) 30 4x6 DF #2 post (each side) (Bm #2) 3.125x12 GLB 24F —V4 ADD NEW Post for Above Beam BASEMENT PLAN la, oar 224202 .aonw 421/4 ew URI WAY 24 2q, 12 IMP CONCAAG , GT CM(2101 WS GM A'g ./IYID MFS ' CV pFOOTING SCHEDULE 51 74 JUN 1.1 2007 RECE JE1 JUN 13 20117 PERMIT CENTS, DESIGNED BY: RICH MELCHIOR 253 - 951 -8049 RICHDESIGN1 CCOMCAST:NET 1 x ! 3W0 x OR x PROXECT: A HOUSE REMODEL and ADDITION for Lisa Greer 5826 144th St TUKWILLA, WASHINGTON 3lla .mss ;t8 Wvaa :l8 alma ;l8 a340addv ► IIil�Zi ava MSS! SHEET HUMBEFft S 1 DESIGN RICH PROW .:' 03 -010 PAGE DESIP11ON 24 LT_1 18 -10 18 8 0 Egress 42" Elevated Access (Bm #3) 3.125x10.5 GLB 24F —V4 4x6 HF #2 post (each side) 8 V G 4x4 HF #2 post (each side) 30 4x6 DF #2 post (each side) (Bm #2) 3.125x12 GLB 24F —V4 ADD NEW Post for Above Beam BASEMENT PLAN la, oar 224202 .aonw 421/4 ew URI WAY 24 2q, 12 IMP CONCAAG , GT CM(2101 WS GM A'g ./IYID MFS ' CV pFOOTING SCHEDULE 51 74 JUN 1.1 2007 RECE JE1 JUN 13 20117 PERMIT CENTS, Fireplace 18' -10' KITCHEN Fireplace 4x4 HF #2 post Bi (each side) — — — — (Bm #1) 3.125x12 GLB 24F –V4 (13 ft max span) I ED FOR CE 004 C°MP APPR OVE 0 2 2 70 City O Tu0,1, B MAIN FLOOR PLAN moo 51 7A eea-2 JUN 1.1 2007 REC - we JUN 13 PERMIT Gtrti x x t A L__. = o� 0 O I— rd cn cn a .-- d r J r 4 N Y 2 5 SHEET NUMBER: 5--A- PRO CT DESIGN 03 -010 PAGE DESCRIPTION