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HomeMy WebLinkAboutPermit D08-246 - PINZARI RESIDENCE - PORCH, BEDROOM AND BATHPINZARI RESIDENCE 6410 S 153 ST D08 -246 Parcel No.: 3597000343 Address: 6410 S 153 ST TUKW Suite No: Tenant: Name: PINZARI RESIDENCE Address: 6410 S 153 ST , TUKWILA WA Owner: Name: PINZARI ALEXEI +LUDMILA Address: 6410 S 153RD ST , TUKWILA WA 98188 Phone: City 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: PAVEL MELNIK Address: 12856 INTERURBAN AV S , TUKVVILA WA 98168 Phone: 206 838 -8250 Contractor: Name: OWNER AFFIDAVIT - LUDMILA PINZARI Address: Phone: Contractor License No: DEVELOPMENT PERMIT Permit Number: D08 - 246 Issue Date: 09/11/2008 Permit Expires On: 03/10/2009 Expiration Date: DESCRIPTION OF WORK: ADD A 18' X 10' COVERED ENTRY PORCH. ALSO CONVERT EXISTING GARAGE INTO A BEDROOM AND BATH. Value of Construction: $10,643.80 Fees Collected: $417.83 Type of Fire Protection: SMOKE DETECTORS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 26 doc: IBC - 10/06 * *continued on next page ** D08 -246 Printed: 09 -11 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City di/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 • 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. I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied • h, 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 or the performance o • • rized to sign and obtain this development permi Signature: Print Name: 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 -10/06 /4.66 P/fl ZG'r( Permit Number: D08 -246 Issue Date: 09/11/2008 Permit Expires On: 03/10/2009 Date: DP1 I 6 I; Date: e:29 .47 D08 -246 Printed: 09 -11 -2008 Parcel No.: 3597000343 Address: Suite No: Tenant: 6410 S 153 ST TUKW PINZARI RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • 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 PERMIT CONDITIONS • Permit Number: Status: Applied Date: Issue Date: D08 -246 ISSUED 05/01/2008 09/11/2008 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 clone 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: 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. 9: 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. 10: 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. 11: 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. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: 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 D08 -246 Printed: 09 -11 -2008 15: ** PLANNING DEPARTMENT CONDITIONS ** • 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: Any future alteration or development activity in the existing driveway and parking areas located within the 25 foot stream buffer, with the exception of maintenance and repair activities, will require that their use as driveway and parking areas be discontinued and buffer enhancement occurs. No additional fill materials may be placed in the 25 foot buffer, and use of heavy construction equipment in the 25 foot buffer is not permitted. 17: The applicant and /or property owners shall coordinate with City staff during planning and construction of the new footbridge over the stream to ensure that impacts to the stream and the stream buffer are kept at a minimum. 18: The property owner(s) shall submit a photograph of the stream buffer area each year for a period of five years, to demonstrate that plantings are being maintained in a healthy condition. 19: The building permit cannot be issued until the Special Permission decision is issued by the Director on Thursday, Sept. 11, 2008. There is a 14 -day comment period associated with the Special Permission Decision, that is until Sept. 25, 2008. Any work associated with the building permit done from Sept. 11 through Sept. 25 is at the property owner's own risk, if comments are received during the comment period. 20: To better ensure their health, shrubs shall be planted within the stream buffer in the fall. An inspection by city staff shall occur in the fall once the shrubs have been planted. doc: Cond - 10/06 * *continued on next page ** D08 -246 Printed: 09 -11 -2008 • 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 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: Print Name: Zu-dizz4i/ PJ r 2o r( Date: • doc: Cond -10/06 D08 -246 Printed: 09 -11 -2008 CITY OF TUKWILA. Community Development rpartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Site Address: Tenant Name: Property Owners Name: C + tn..0.(; A 2 �Ce Lo Mailing Address: (j4(0 � i r7"5 C1 . T� �t•� , etI "your permit Name: ( 14 vtZ 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 ** 6Y &,c /5 6 r - ° / 1-1 ar Mailing Address: 1'Z61' LQ � .> cbat.) 4d✓kt , ,• E -Mail Address: VC WAD D cl Buiidin% urn Publ c°WrarksPerm ectrlo: or: p King Co Assessor's Tax No.: 'W1 '2Q Suite Number: xiht- Floor: AI /lt New Tenant: .... Yes ..No fe(A Cit Day Telephone: Tok-idt:tki 14/4 City Fax Number: (24)(0) State Zip erSi3 _152Cc qe /44, State Zip 6 62s 2 4);for Piu GENERAL (Contractor Information for; bing and Gas Piping (pg Company Name: Mailing Address: State Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 - 2006 bh State Zip City Day Telephone: Fax Number: State Zip City Day Telephone: Fax Number: Page 1 of 6 Dknut-cuto %Jr rtitilvil . IINI+tui',MAI'1UN — 206 -431 -3670 Valuation of Project (contractor's bid I: .): $ (=liter.) Scope of Work (please provide detailed information): � a (()t _ U x i £ ,WC'e ! c iA • AID Cc lvetrh a�2.4,g Will there be new rack storage? ❑.... Yes Q:\ApplicationsTotms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -1006 bh Existing Building Valuation: $ 1410 ,ono .. No If yes, a separate permit and plan submittal will be required. All'Buil iing ..teas in Flog cto t error. Remodel' 2-1,0 12 V ype of Occupancy per 113C tA 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 'l Floor area of principal dwelling: 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: Compact: P Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ky, Other (specify) CA( e`W1) ", Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes (K No If `yes', attach list of materials and storage locations on a separate 8 - 1/2" x 11" paper including quantities and Material Safety 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. Page 2 of 6 PERMIT APPLICATION NOT - Applicable to all permits in this ai.„ ,., ca tion 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. BUILDING OWN 0 I�(AUjEI IZED AGENT: Signature: ! �/ A /, / �' / '1 / Print Name: Mailing Address: Vg-ve,( Me64 4 '//- 1 dNo Tit ier fb Aut. Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh IV.I4 City Day Telephone: Date: IYI State Zip Date Application Accepted: Date Application Expires: Staff Initials: Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R09 -01621 Initials: User ID: Payee: doc: Receiot - 06 3597000343 6410 S 153 ST TUKW PINZARI RESIDENCE WER 1655 City of Tukwila ACCOUNT ITEM LIST: Description LUDMILA PINZARI TRANSACTION LIST: Type Method Descriptio Payment Credit Crd VISA - Authorization No. 133200 PLAN CHECK - RES 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 Amount Account Code 000/345.830 RECEIPT 60.00 Total: $60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 10/16/2009 01:36 PM Balance: $0.00 Current Pmts 60.00 AYMET RECEI ED D08 -246 ISSUED 05/01/2008 09/11/2008 Printed: 10 -16 -2009 Copy Reprinted on 09 -22 -2010 at 13:12:11 09/22/2010 RECEIPT NO: R10 -01881 Initials: JEM User ID: 1670 Total Payment: 114.60 Payee: LUDMILA PINZARI SET ID: 0922 SET NAME: Temporary Set SET TRANSACTIONS: Set Member Amount 08-246 60.00 54.60 TOTAL: 54.60 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 SET RECEIPT Payment Date: 09/22/2010 TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA 114.60 TOTAL: 114.60 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING INVESTIGATION 000.322.800 ELECTRICAL PERMIT - RES 000.322.101.00.0 60.00 54.60 TOTAL: 114.60 Parcel No.: 3597000343 Address: 6410 S 153 ST TUKW Suite No: Applicant: PINZARI RESIDENCE Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receiot -06 R09 -00724 WER 1655 LUDMILA PINZARI TRANSACTION LIST: Type Method Payment Check Authorization No. 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 Descriptio Amount 1370 60.00 Account Code 000/345.830 RECEIPT Total: $60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 D08 -246 ISSUED 05/01/2008 09/11/2008 Payment Date: 05/15/2009 11:35 AM Balance: $0.00 Current Pmts 60.00 P YMEr ECERIED Printed: 05 -15 -2009 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -03559 Initials: WER User ID: 1655 Payee: TRANSACTION LIST: Type Method Descriptio Payment Check 1311 ACCOUNT ITEM LIST: Description 3597000343 6410 S 153 ST TUKW PINZARI RESIDENCE ALEXEI PINZARI 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 000/345.830 RECEIPT Amount Account Code 60.00 Current Pmts 60.00 Total: $60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 D08 -246 ISSUED 05/01/2008 09/11/2008 Payment Date: 10/17/2008 02:17 PM Balance: $0.00 doc: Receipt-06 Printed: 10 -17 -2008 Parcel No.: 3597000343 Address: 6410 S 153 ST TUKW Suite No: Applicant: PINZARI RESIDENCE Receipt No.: R08 -03231 • 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 Initials: JEM Payment Date: 09/11/2008 12:20 PM User ID: 1165 Balance: $0.00 Payee: LUDMILA PINZARI TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1297 255.00 ACCOUNT ITEM LIST: Description BUILDING - RES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/386.904 RECEIPT 250.50 4.50 Total: $255.00 • Permit Number: D08 -246 Status: APPROVED Applied Date: 05/01/2008 Issue Date: Payment Amount: $255.00 722_° 09/11 ,`07 TOTAL. 255,00 doc: Receiot -06 Printed: 09 -11 -2008 RECEIPT NO: R08 -01438 Initials: RF User ID: 1683 Payee: ALEXEI PINZARI SET ID: 0501 SET NAME: PINZARI RESIDENCE SET TRANSACTIONS: Set Member Amount D08 -246 162.83 L08 -030 240.00 TOTAL: 402.83 TRANSACTION LIST: Type Method Description Amount Payment Check 1257 402.83 TOTAL: 402.83 ACCOUNT ITEM LIST: Description PLAN CHECK - RES ZONING /SUBDIVISION • 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.11www.ci.tukwila.wa.us SET RECEIPT • Payment Date: 05/01/2008 Total Payment: 402.83 Account Code Current Pmts 000/345.830 162.83 000/345.810 240.00 TOTAL: 402.83 1868 05/01 9711 TOTAL 402°83 P &Act t, r "� �� D � � � Type of 4 � Address: 0 '41 s ... th 153 3 Date Called: Special Instructions: _ ' Date Wante • % ,...4 . 0.- p.m. • Requester: - _c - 2, -// ^� INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. COMMENTS: f9 TM Go Lt (ONE_ X .- 1 Inspefltor: Date: ? - ( REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Pro' ' T pe Inspec�tio _ y \ Addrress:: Le `i 1� 5 - Sr Date Called: Special Instructions: Date Wanted: j(' (0 a.m. c m. Requester: Phone No: 0 � 8 -24go INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO.A. CITY OF TUKWILA BUILDING DIVISION fk 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Approved per applicable codes. • Corrections required prior to approval. /e : (Inspe or: 'Date: + p I I REIIVSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. COMMENTS: rl 1sff— n C r< ,rr re_ u o , u A ?LA 5-17,1 1.f Op, : ! 34 38"-44/Xc Z Strom; f s ,PAL) S Acv fr- 1 3 ____O ( *4. . & ( " e e 1.- CA AA 14 0 k A 5 /37 Attj , r j' 1,A=1:0-, - - Toof r, s �,.�" t t I ^ n A N (1 AI e e �� • - 14 „ y on iP P u e" 0 AJQe i OZ. P t l rj kt b i . 31, o„v,0 IA it we., r. Le• AT: n,J' 0 ,A. .SL re &ek o e y , l r : M aT A , f A Rtn 4 oA S —R � 0.e err `: pat p ,AA r r r C r at 1 ; zkl - c ;e.. 1Lee ``r,,k /Ris'A4 J' Fora : Type of Ins ? n Address: • 1 1 O 5- nct 153 Date Called: 5 pe2ial Instructions: Date : ' ' 12- ° ` . tJ a.m. Requester: Phone No: 0 o$ -Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V'`' 6300 Southcenter : Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 j Approved per applicable codes.` Insr Corrections required to approval. 4 .• Date: q ' 2.2 _10 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -.Pspeot , 0„ .eee pri of I ARA- Project:: / .. p ^ _ _ ,_ _ 4J rn J Type of inspection: , 7� 6 7 �//y6 � Ad ress: $/M —s /...5_3 .�– Date Called: Special Instructions: .4 ,4- Date Wanted: e m Requester: Phone No: 10 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. /CITY OF TUKWILA BUILDING DIVISION I'n" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 CO ENTS: /9l ,z,g «v 6 — ( .�F,� �� Ta toot/1 .54m 41,7..ete Inspector ri $60.1: ( L /c#7z:: REINSPECTION ' E REQUIRE . Prior to inspection, fee must be at 6300 Southcenter Blvd., Suit- 100. Call to schedule reinspection. Receipt No.: 'Date: Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: t ; ` v , nzAtf. # ' t.5 h�� ; g v Address: / N Date Called: )( ubc —r-b d e.. ,J , .eJ/.1) 6 M ' 1 Requester: r11 _S 11 A tel `TU t.-.0 .-- af c ,IL 1-foL1-0 4 S‘. Ai) if Ti' I M t, o t (e• C I..) CJ' ' 1 Proj t ; ` v , nzAtf. # ' t.5 h�� ; T ype of Insp i 3,, E � ' . v Address: / N Date Called: Special Instructions: Date Wanted: / J �. q � Requester: Phone No: �V INSPECTION RECORD D d-2 4� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspect �kj Date: a1 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: n� f K � r► C er5 pc 51 - A.'. (S I - ,. r ( IN P f\)`( I J _ !X - �„ e k,, l �, c w t, (ti.`. rte. " UNS 0 ( i ,-• to ) 1.- P �� , ()„ Pr a- P. - ,r r T t c v J 5 5 N p _A,k te_ Phone No: n 6i t —3( q - hr ? Cik-k g4r i e:/‘ipe: - 1: Proje>it: f U d r 4 I!' ' n� f K � T of Inspecti .W f l�l�1► �� + � � t w. _T� Ad o.''. 1 r s Date Called: r Special Instructions: Date Wanted: ' t � - a.m. 0q c.„„,7; Requester: Phone No: n 6i t —3( q El Approved per applicable codes. 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 -36 Corrections required prior to approval. S Inspector: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: )n COMMENTS: p�� rt-Q ) J ./A-'1 - 7:31; a Type of Inspection: t / // Wit/ A- fv<�l4- i t.of al. 'L („p-ft site. r A-!-C A-p v 'e 4 eft Ufa ,-.1k; a^ fa k l _v _L e'4 Ta' k I. JA1't r i,-, 1c Special Instructions: . , A A /i1 1 5 , -�� 11 r G i OAF ea: f t k S u 1 .'�-~{ . J n --- 771 S' /1 ) . A ecill Requester: .A ce ,IA Phone No: '=' 4 G 24 -F/ 9 7 A Q . Proje t: /J i / V Z / 4 ? 1 7 ? Type of Inspection: t / // Wit/ Address: 6 W S /s3s- Date Called: Special Instructions: . , A A /i1 1 5 , Date �lW/anted ^ U a.m. Requester: Phone No: '=' 4 G 24 -F/ 9 7 r PERMIT NO. CITY OF TUKWILA BUILDING DI ION ‘4" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with per it VI Corrections required prior to approval. Insp ctor: �J k / Date: _ q . r El S60.00 REINSPECTION FE •EQUIRED. Prior to inspection, fee must be paid at 6300 Southcente lvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: COMMENTS: 6 Li A ---- P 1 r ' - Address: c r -- I( u r n� � , 7 3. _ + r c, V JT 1 • D c).) e.11 )D iii-. - ,Ns- -'« ;Nu , o Special Instructions: i Zia — D' a.m. Requester: Project: 1 Rr R E S - Type of Inspection: r IR A rl ► Al E, .- L) Address: Date Called: S e....(s .- Special Instructions: Date Wanted: Zia — D' a.m. Requester: Phone No: 4t-.0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit D0S PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 - Approved per applicable codes. EJ Corrections required prior to approval. Inspector Date: 3 -Z.0 -� ❑ $60.00 REINSPECTION FEE REQUIRED, ridr to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. l to schedule reinspection. Receipt No.: Date, r COMMENTS: w l t,,.,Sipct h St/.e ATV PAI ( .e---X ref f J r-/ p Li Q t,J l e-ALA. (', - d . ■ , ---- c tASc-. $) (A \.J \^ ,7J' -\ S (()_, ._, \ I,« tVC 1-i .e) / �jJ A(' - C - i i'T ilk) C_f-A 1- _-9 r 44) iv(' ee-,x 6 ( A 44 A-I 0LA,A 1 i , , - 9 D I.(.l - - 0 r ! ? n Pr Se,41. - bay p.m. Requester: Phone No: +2 44 - 2 5 7 . 77) Projeccy. /" /NZA21 Type of Inspection: 1 /2 yin ai/6, Address: 4, y/ , S /5 3 s 7 Date Called: Special Instructions: Date Wante j . 0 .1 / 2 / /6 'j bay p.m. Requester: Phone No: +2 44 - 2 5 7 . 77) 7 Dog 2Vc. INSPECTION RECORD INSPECT ON Retain a copy with permit NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector. Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: E v F-- k K lik 0 A I y; 0 K: - T --- d (A u-ey r 0(g i w:11 Ai Pir 5s> 6-f) A-t. ,g r-(AsW A4 p 1 p � , r Special Instructions: tar. 0 ct� ti e 4- f - ,, A-" e i 1 4 9 c m. ,. i d ,^ 1 Ix 11A- A 1iliret: (,),‘ 4 ::_g_ ;e, 1)( A A Projez3t 1 I 1■1 ? A ILT CarS , Type of Inspection: F C� A M-1 R1 Address: (,uIo c, 15? GI Date Called: W of � l � , r Special Instructions: tar. 0 ct� ti e 4- f - ,, A-" e i Date Wanted: I 1 / ? 5 /0P, m. ,. Requester: . Phone No --4=r-dor bob -244, INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Inspecy6r: INSPECTION RECORD Retain a copy with permit orrections required prior to approval. LI $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be maid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: - 1 Pro A: t: VI r 7J\ ✓1 Re°�. Type of Inspec 1 n: rd .." 4. 4iIr� (4%I 1 Address: coy 1 D s 1 3 s.A Date Called: Special Instructions: 4 - Date Wanted: a.m. Requester: Phone No: 20 49-.2 - -Cl 1 - 3 is - 7 INSPECTION RECORD Retain a copy with permit DOS INSPEC ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -370 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: c ) e.i \` +\ nspectdr: ❑ $60. paid ' 1 Receipt 14 Date: EINSPECTION FEE REQ 1ED. Prior to`inspection, fee must be 300 Southcenter Blvd., Su rte 100. Cal to schedule reinspection. ate: COMMENTS: Type of Inspectio t o i INdit 41,- +ItaiNl& I NJ 1` Address: GW10- 153s -) D (,, x. A (ter 1\s ! ` 7 / , , ) '1 A ) (' , (C Pro si.` i e 64 Phone No �.c 1 -3 1q `7 I 1$ iY 7 ( b if ( (,/` 7 i ` ( [/■ .."(.`1 ) Iii\ L.-0l ,I 1 n A . Pro t: � w ZA Pa. le'S.- Type of Inspectio t o i INdit 41,- +ItaiNl& I NJ 1` Address: GW10- 153s -) Date Called: Special Instructions: • • • Date Wanted: KO -13 -d8 li t* Requester Phone No �.c 1 -3 1q `7 INSPECTION NO. El Approved per applicable codes. Inspec: INSPECTION RECORD Retain a copy with permit V.;to3 -2 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Corrections required prior to approval. 7 Date: / LI $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1001, Gall to schedule reinspection. Receipt No.: Date: • COMMENTS: Type of Inspection: ,�, cr. ..) Address � yr® 5 ( 5 - 3.54 -- rrr eC /1' i ) /-3 A "r -- Special Instructions: / / Date Wanted: / 6 AD E • :,a._ p.m. Requester X I Phone No b ej.160 ev\ '_ F- k o ' . oT (.0 Q , e ! e ,_. : ,1r ^ ''''` II WT J'r- e ;: � r r w Proj , /A 4 ' Type of Inspection: ,�, cr. ..) Address � yr® 5 ( 5 - 3.54 -- Date Called: -- Special Instructions: / / Date Wanted: / 6 AD E • :,a._ p.m. Requester Phone No lkB1�/G INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 . �}/ � Approved per applicable codes. Corrections required prior to approval. Inspectt 'U �� IDate:f Q L y El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite900. Call to schedule reinspection. Receipt No.: 'Date: • COMMENTS: Type of Inspection: e � • 0 4 3 ,. 4e., ra A c4 c)" rc -b f^ /53 Special Instructions: (e) ! i e - . � A.I ,J p (.--.1. e j Faj An ' Phone No eW-?q/ - 3 /5'7 AA..1 A. i % c ( re>,. 16 A. e_k_ i- t I l .e r i .' L /A- f Cj r) ° 5 - . - 7 - 0..yr - 77"e ' for e t eo ,l AA f A-1( for Pe- re A s -e ‘.-f 7>4 f) • Project: nos - Type of Inspection: e � • Addle Date Called: f^ /53 Special Instructions: Date Wanted: a.m 'q -- 3 d '' °C.‘3' p.m. Requester: Phone No eW-?q/ - 3 /5'7 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 -3670 Approved per applicable codes. Do8 z'40 Corrections required prior to approval. i Inspector kj Date: 3 4 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: I SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUll_DINO DIVISION REVISIONS No ages shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE Revisions will require a new plan submittal and may include additional plan review fees. D 0- k f tt tA 5Y s� 6'11 lh 4f /WQ ,x is Ir >1 window 6 L s /dam/ ;„ bt) A-01 nclOwi w � ?lc o w S ,S')( cJ S /19"d^ REVISI4N N $1 p � REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC OCT 13 2009 City of BUILDING 'la !VISION FILE r� O •gY Permit No. Poi r 24L Plan review approval is subject to errors and omissions. 1 ,3Droval of construction documents does not authorize violation of any adopted code or ordinance. Receipt approved Field Copy and conditions is acknowledged° By Date: City Of Tukwila BUILDING DIVISION 1 40/4 EK l 1 w (r1 d o w SK s1 •s� RECEIVED OCT 092009 PERMIT CENTEr " REVISION N 2 FILE COPY REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 7 2009 City of Tukwila BUILDING DIVISION RECEIVED MAY 05 2009 PERMIT CENTER MYERS ENGINEERING GRAVITY CALCULATIONS EXPIRES: JUNE 5, 2009 FL E COPS IF THIS SIGNATURE IS NOT IN COLOR, DO NOT ACCEPT FOR PERMIT SUBMITTAL. Per Mit hit) r PROJECT' inzari Addition 6410 'South 153 Street Tukwila, WA June 27, 2008 2006 INTERNATIONAL BUILDING CODE 85 MPH WIND; EXPOSURE B, K1 .00 SOIL SITE CLASS D SEISMIC DESIGN CATEGORY D, /D2 3206 50 Street Court NW, Suite 210 -B Gig Harbor, WA 98335 Phone: 253- 858 -3248 Fax: 253- 858 -3249 Email: myengineer @centurytel.net CORRECTION RA LTR # RtV1tWED FOR I CODE COMPLIANCE APPROVED SEP 1 1 200 Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 10 2008 PERMIT CENTER MCZCZEZt LINE OF EXIST. ROOF I' -6" O.H. TYP. ® EAVES PROPOS D ROO 21' -8" FRAME OVER w/ 2x6 ® 24" O.G. ■ GABLE END MANUFACTURED TRUSSES g 24" O.G. SAM N0 i L NE OF EXIST. ROOF 0 0 Myers Engineering, LLC Mark Myers, PE 3206 50th Street Ct NW, Ste 210 -B Gig Harbor, WA 98335 Ph: 253 -858 -3248 Fx: 253 -858 -3249 Email: myengineer(a)centurytel.net KcMV : 0(06823 . Wood Beam Design Description : Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species : Douglas Fir - Larch Fc - Perp Wood Grade : No.2 Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling Applied Loads Roof Beam at Cov'd Porch Load for Span Number 1 Uniform Load : D = 0.16280. S = 0.27130 k/ft, Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Live Load Deflection = Max Upward Live Load Deflection = Live Load Deflection Ratio = Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio +D Length = 10.0 ft +D+L+H Length = 10.0 ft •D+Lr+H Length = 10.0 ft +D +S+H Length = 10.0 ft +D+0.750L+0.750S+H Length = 10.0 ft +D+0.750L+0.750S+0.750W+H Length = 10.0 ft +D+0.750L+0.750S+0.5250E+H Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Overall MAXimum Envelope Length = 10.0 ft 1 0.891 0.379 0.334 0 142 0.334 0.142 0.334 0.142 0.891 0.379 0.752 0.320 0.752 0.320 0.000 in 0.000 in 0 <360 0.149 in 0.000 in 807 D'C 1628) SO 27131 4x12 Title : Dsgnr: Project Desc.: Project Notes : Fb - Compr Fb - Tension Fc - Pril 900 psi 900 psi 1350 psi 625 psi 180 psi 575 psi 0.891: 1 Maximum Shear Stress Ratio 4x12 Section used for this span 881.94 psi fv : Actual 990.O0psi Fv : Allowable +D +S+H Load Combination 4.966ft Location of maximum on span Span # 1 Span # where maximum occurs Summary of Moment Values Mactual fb- design Fb -allow 5.43 881.94 990.00 2.03 330.75 990.00 2.03 330.75 990.00 2.03 330.75 990.00 5.43 881.94 990.00 4.58 744.14 990.00 4.58 744.14 990.00 Job # Pftcnd 27 JUN 2703. 1 7 42A/A ENERCALC, INC. 1983-2008. Ver 6.0.19 N:51040 ,--",tiC4361L44 ... Gt$E Gil Calc1Jlaf' _ per IBC 20;' CBC 2C: 7 2005 NOS E : Modulus of Elasticity Ebend- xx 1600 ksi Eminbend - xx 580 ksi Density 1.79 0.67 0.67 0.67 1.79 1.51 1.51 32.21 pcf 10.011 Service loads entered. Load Factors will be applied for calculations. Design OK 0.379: 1 4x12 68.26 psi 180.00 psi +D +S+H 9.128 ft Span # 1 Summary of Shear Values Vactual fv- design Fv -allow 68.26 25.60 25.60 25.60 68.26 57.59 57.59 180.00 180.00 180.00 180.00 180.00 180.00 180.00 Myers Engineering, LLC Mark Myers, PE 3206 50th Street Ct NW, Ste 210 -B Gig Harbor, WA 98335 Ph: 253- 858 -3248 Fx: 253- 858 -3249 Email: myengineera centurytel.net Wood Beam Design Description : Load Combination Segment Length Length = 10.0 tt Maximum Vertical Reactions - Unfactored Load Combination Support 1 Support 2 Overall MAXimum D Only S Only D +L +S D +L +S +W /2 D +L +'W +S!2 D +L +S +E/1.4 Roof Beam at Cov'd Porch Max Stress Ratios Span # M V 1 0.752 0.320 2.171 0.814 1.357 2.171 2.171 1.492 2.171 2.171 0.814 1.357 2.171 2.171 1.492 2.171 Title : Dsgnr: Project Desc.: Project Notes : Summary of Moment Values Mactual fb- design Fb -allow 4.58 744.14 990.00 Job # Pnr:,ea 27 JUN 2r.M 10 ENERCALC. INC. 1953 -2006, Ver: 6.0.19, N :51040 Summary of Shear Values Vactual fv- design Fv -allow 1.51 57.59 180.00 Myei Engineering, LLC Mark Myers, PE 3206 50th Street Ct NW, Ste 210 -B Gig Harbor, WA 98335 Ph: 253- 858 -3248 Fx: 253- 858 -3249 Email: myengineer ©centurytel.net Wood Beam Design Description : Roof Beam at Cov'd Porch (6x Option) Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species : Douglas Fir - Larch Fc - Perp Wood Grade : No.2 Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling Applied Loads Load for Span Number 1 Uniform Load : D = 0.16280, S = 0.27130 k /ft, Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Live Load Deflection = Max Upward Live Load Deflection = Live Load Deflection Ratio = Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio Segment Length Span # Overall MAXimum Envelope Length = 10.0 ft 1 +Q Length = 10.0 ft 1 +D +L+a Length = 10.0 ft 1 +D+Lr +H Length = 10.0 ft 1 +D +S +H Length = 10.0 ft 1 +0+0.750L+0.750S+H Length = 10.0 ft 1 +D+0.750L+0.750S+0.750W +H Length = 10.0 ft 1 +D-1- .750L+0.750S+0.5250E+H Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios M V 0.899 1 6x10 787.05 psi 875.00 psi +D +S +H 4.966ft Span # 1 0.899 0.312 0.337 0.117 0.337 0.117 0.337 0.117 0.899 0.312 0.759 0 264 0.759 0.264 0.000 in 0.000 in 0 <360 0.193 in 0.000 in 620 pt0 1526 Si02T13 6x10 100H Title : Dsgnr: Project Desc.: Project Notes : Fb - Compr Fb - Tension Fc - Prll 875 psi 875 psi 600 psi 625 psi 170 psi 425 psi Service loads entered. Load Factors wilt be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Summary of Moment Values Mactual fb- design Fb -allow 5.43 787.05 875.00 2.03 295.17 875.00 2.03 295.17 875.00 2.03 295.17 875.00 5.43 787.05 875.00 4.58 664.08 875.00 4.58 664.08 875.00 ENERCALC. INC. 1983 -2008, Ve : 6.0.19. N:51040 E : Modulus of Elasticity Ebend- xx 1300 ksi Eminbend - xx 470 ksi Density 1.85 0.69 0.69 0.69 1 85 1.56 1.56 Job # Prilted. 77 J N 2 1 4AM 32.21 pcf Design OK 0.312 : 1 6x10 53.11 psi 170.00 psi +D +S +H 9.262 ft Span # 1 Summary of Shear Values Vactual fv- design Fv - allow 53.11 170.00 19.92 170 00 19.92 170.00 19.92 170.00 53.11 170.00 44.81 170.00 44.81 170.00 Myels Engineering, LLC Mark Myers, PE 3206 50th Street Ct NW, Ste 210-B Gig Harbor, WA 98335 Ph: 253-858-3248 Fx: 253-858-3249 Email: myengineer@senturytel.net Wood Beam Design Description : Roof Beam at Cov'd Porch (6x Option) . . Load Combination Max Stress Ratios Segment Length Span # M V Length = 10.0 ft 1 0.759 0.264 Maximum Vertical Reactions - Unfactored Load Combination Support 1 Support 2 Overall MAXimum D Only S Only D +L S D+L+S+VV/2 D+L+W±S/2 D +L +S +E/1.4 2.171 0.814 1.357 2.171 2.171 1.492 2.171 2.171 0.814 1.357 2.171 2.171 1.492 2.171 Title : Dsgnr: Project Desc.: Project Notes : Job # Prrnted 2' JUN 2 0•44:Ar ENERCALC, INC. 1983-2008. Ver: 6.0.19. N:51040 0 Summary of Moment Values Summary of Shear Values Mactual fb-design Fb-allow Vactual fv-design Fv-allow 4.58 664.08 875.00 1.56 44.81 170.00 04 -01 -2011 ALEXEI AND LUDMILA PINZARI 6410 S 153 ST TUKWILA WA 98188 RE: Permit No. D08 -246 6410 S 153 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, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 05/02/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 05/02/2011, 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, .1 qi ...._ Bill Rambo Permit Technician File: Permit File No. D08 -246 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 May 17, 2010 Alexei & Ludmila Pinzari 6410 S 153 St Tukwila, WA 98188 Dear Mr. & Mrs. Pinzari, Department of Community Development RE: Request for Extensions Development Permit No D08 -246 Pinzari Residence — 6410 S 153 St Jim Haggerton, Mayor This letter is in response to your written request for an extension to Permit Number D08 -246. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through November 12, 2010. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, J Je Pe File: ifer Marshall it Technician Permit No. D08 -246 W:\Permit Center\Extension Letters\Perrnits\2008\DO8 -246 Permit Extension.doc jem Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 - . lac) r / /J. re . /..e'= .Lud_/Q P -E-Or/ A) re GW / - 142 r p e r rn-( ed- S'1pri - 0/y/4. .00Q. w.40 icz c,((otni . e4- tU.a. u9 i C ( _ l � S �? o d _ t .0 e iW / l ( 112... )'?-ems / . vi cizz pi oH, iso c6 - 7°,2- /O -/4 - RECEIVED COVOPTuftwiut MAY 12 2010 POUT OMR 2� oS�ls� 69 e,\A i1i12l3,0 I%tt3.J ALEXEI AND LUDMILA PINZARI 6410 S 153 ST TUKWILA WA 98188 RE: Permit No. D08 -246 6410 S 153 ST TUKW Dear Permit Holder: City of Tukwila Department of Community Development 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, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 05/15/2010. Based on the above, you are hereby advised to: Jim Haggerton, Mayor Jack Pace, Director 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 05/15/2010, 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, r Bill Rambo Permit Technician File: Permit File No. D08 -246 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 URBAN DESIGN GROUP - PAVEL MELNIK 12856 INTERURBAN AV S TUKWILA WA 98168 RE: Permit No. D08 -246 6410 S 153 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, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/06/2009. Based on the above, you are hereby advised to: Sincerely, 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/06/2009, 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. Bill Rambo Permit Technician File: Permit File No. D08 -246 'L:Ji-P r,,,,,P,-0-- 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 09 -08 -2008 PAVEL MELNIK 12856 INTERURBAN AV S TUKWILA WA 98168 RE: Permit Application No. D08 -246 6410 S 153 ST TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 05/01/2008 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 10/28/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 10/28/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: fer Marshall Pe?thit Technician Permit File No. D08 -246 • ity qf Tukwi Department of Community Development Jack Pace, Director Jim Haggerton, Mayor 6.300 .Snnthrenter Rnnlevard..Snite #100 • Tukwila_ Washington 98188 • Phnnp: 206- 431 -3670 • Fax: 206 - 431 -3665 June 19, 2008 Pavel Melnik 12856 Interurban Avenue S Tukwila, WA 98168 RE: CORRECTION LETTER #1 Development Application Number D08 -246 Pinzari Residence — 6410 South 153 Street Dear Mr. Melnik: 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 comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Planning Department: Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throw!: the mail or by a messenzer service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, aett 1renda Holt Permit Coordinator encl File No. D08 -246 P:\Pennit Center \Correction Letters\2008\D08 -246 Correction Ltr #1.DOC wer Department of Community Development Jack Pace, Director Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached comments. Jaimie Reavis at 206 431 -3659 if you have questions regarding the attached comments. Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 a Fax: 206 - 431 -3665 r Building Division Review Memo • • Date: May 7, 2008 Project Name: Pinzari Residence Permit #: D08 -246 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide a plumbing schematic for the bathroom that identifies where the sewer and potable water connections shall occur. Identify and size all pipes and show sewer vents. 2. Some of the general notes make reference to outdated 2003 IRC code designs. An example is washers are indicated as 2 x 2 inch; under the current prescriptive code requirements are 3 "x3 "x1 /4" galvanized washers unless provided by an engineered design. In addition concrete strength over 2500 psi shall require special inspection. Please revise design code reverences and material specs to be consistent with current 2006 IRC, IBC, UPC and WSEC. 3. Provide beam calculations for the two porch 4x10 beams supporting the roof system. 4. Previous site investigation by code enforcement, Kathy Stetson and plans examiner Allen Johannessen observed the washer and dryer facility on the back exterior of the residence. It was explained to the owner that this is a dangerous situation as well as an illegal installation. At that time the resolution was to move the washer and dryer operation into what is now indicated as a bathroom. The bathroom installation is sufficient; however the concern is for the washer and dryer location and what provisions are planed to resolve the unsafe condition. Plan shows the potential for an addition to the back of the house which I am to assume is the intended resolution for the laundry room. In the mean time some kind of resolution for the laundry facility/location shall need to be resolved to provide a safer laundry facility. Please provide documentation or plan indicating the proposed and timely resolution for the laundry facility. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: APPLICANT: RE: ADDRESS: June 17, 2008 Pavel Melnik D08 -246 6410 S 153 Street PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Jaimie Reavis is the planner assigned to the file and can be reached at 206 - 431 -3659. 1. Please provide an estimate of the amounts of cut and fill for this project and the future proposed addition. 2. A Special Permission Director application has been received by the Department of Community Development for this project, and is currently under review. The building permit cannot be issued until the Special Permission decision is issued. 3. Please revise plans to show where parking for at least two cars will be provided. Note that parking cannot be located in the 50 foot stream buffer area. Additionally, parking for Single Family Residential Property must be of an "Approved Durable Uniform Surface ", consisting of one of the following types of pavement: 1. Two inches of 5/8 minus compacted rock, provided mud or other fine material do not work their way to the surface of the rock. Alternate sized minus compacted rock may be used upon approval by the City; or 2. Concrete (4" Portland cement concrete) over gravel section as described in Section 8.25.010; or 3. Blacktop (2" asphalt concrete pavement) over gravel section as described in Section 8.25.010; or 4. Any other configuration of materials, approved by the City, that maintains a durable uniform surface. 4. Please revise plans to show where the clothes washer and dryer machines, currently located outdoors, will be located inside the house. ACTIVITY NUMBER: D08 -246 DATE: 10 -09 -09 PROJECT NAME: PINZARI RESIDENCE SITE ADDRESS: 6410 S 153 ST Original Plan Submittal X Response to Incomplete Letter # 3 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-13-09 Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • 410 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete 1 No further Review Required DATE: Planning Division Permit Coordinator Not Applicable U DUE DATE: 11-10-09 Not Approved (attach comments) ❑ PERMIT tO0fiDtV PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D08 -246 DATE: 05 -05 -09 PROJECT NAME: PINZARI RESIDENCE SITE ADDRESS: 6410 S 153 ST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPART VENTS: s -�1 Bing ding Div Public Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: n Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2-28-02 u DUE DATE: 05-07 -09 No further Review Required DATE: Planning Division Permit Coordinator Not Applicable DUE DATE: 06 -04 -09 n Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Build g'(pivis ion P blic Works � baii - lb -16 - a, Complete 71 Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY O PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -246 DATE: 10 -14 -08 PROJECT NAME: PINZARI RESIDENCE SITE ADDRESS: 6410 S 153 ST Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued hr). lc- I9- Oi Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: n DATE: DATE: r�,� ►'' I0 11i Planning Division IN Permit Coordinator No further Review Required n DUE DATE: 10-16-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ DUE DATE: 11-13 -08 Approved { Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -246 DATE: 07 -10 -08 PROJECT NAME: PINZARI RESIDENCE SITE ADDRESS: 3410 S 153 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP n Fire Prevention n Structural Incomplete n • Permit Center Use Only • ' INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 n DUE DATE: 07-15-08 Not Applicable n No further Review Required DATE: DUE DATE: 08-12-08 Not Approved (attach comments) DATE: �R- thUO 4 i - € Planning Division K Permit Coordinator n n 1 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -246 PROJECT NAME: PINZARI RESIDENCE SITE ADDRESS: 6410 S 153 ST X Original Plan Submittal Response to Correction Letter # DATE: 5 -1 -08 Response to Incomplete Letter # Revision # After Permit Issued DE ARTMENTS: Bui i g Nisi n Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: Fire revention Structural Incomplete Structural Review Required n n Planning 'vision "e' Permit Coordinator ❑ DUE DATE: 5-6-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R UTING: Please Route AI REVIEWER'S INITIALS: DATE: No further Review Required n DUE DATE: 6 -3-08 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: (IW/ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I ii 10-0 -0(3 C :t10% I Summary of Revision: C pr e,c, +so 11,1 A,g; vot,I I Summary of Revision: Received by: 4 p ,(/1 Q ,P . r 12_(,, c' v_e : REVISION NO. DATE RECEIVED STAFF I ISSUED DATE STAFF INITIALS STAFF INITIALS S-S -09 it)'g--oq JLS Summary of Revision: Summary of Revision: .,,, ,t )41, N 641,1 h . 61,? W + &s a c,( C r Received by: 50 )1 c' r , . REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS ,3 it)'g--oq Summary of Revision: Received by: Summary of Revisi n: c i IA i . k, f' - 1.Qv►rv-1 it,,► I /vie_ p.o r fL b) itk Wa ( is eta It t h l A., ( - Received by: /2I, jyur la Pi' /2 -C1'fi REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: t 1.0 - PoL∎ 2I Pei-AcC SITE ADDRESS: ips{ REVISION LOG PERMIT NO: t7O -2-t-i(p ORIGINAL ISSUE DATE: fr. i t , J,)ip t (please print) (please print) (please print) (please print) (please print) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10- City of Tukwila Received at the City of Tukwila Permit Center by: Entered in Permits Plus on in H:Wpplications\Forms- Applications On Line\2009 -08 Revision Submittal.doc Created: 8 -13 -2004 Revised: 8 -2009 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: p) al ?a (i r_&(' / A Project Address: 6 a (0 NT is . .7 1 /oktol'A eeii 9? / ?N Contact Person: / /,( YYIJ "a Phone Number: ,2t0.6 -,181 3/S Summary of Revision: n ex,�er�O al/ to to:070/010_5" Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision REVISION SUBMITTAL p cy/aq6 RECEIVED )E iaMIT CENTEA 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 REVIS SU BMITT AL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: --- J _ 03 Plan Check/Permit Number: p(/ 0 '"' 2. fit' 6 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # Z— after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner J r Project Name: P i >, rt L /L 1 zj Q � 1�re )c- Project Address: 61f S '53 '‘c" _C¢ 7U K i'o 1 `/A W 6 .92/ ?f Contact Person: 1 - 4 - 4'ht.t.1 / Q Phone Number: ,2 02 9 f — 3 /3 Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev 'on Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: : U IVED Cl t \. OF' TllKWILA MAT 0 5 2009' WEB Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: '0 *1 / /0? Plan Check/Permit Number: D D2 ` 24 f l ( 0 7 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ! e X-ei yLt1 /o P1' ri 8Q" Project Address: ,6 / 0 ,C °- S- /A ! /a (J,4 (9'/J Contact Person: Lc-CO ( Phone Number: , 06—,291-3/9 Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of recision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on City of Tukwila \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.atukwila.wa.us CV1NVI RECEIV OCT 1 4 loos PERMIT CENTER Steven M. Mullet, Mayor Steve Lancaster, Director • 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 • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6) 7 ' /0 — 0g Plan Check/Permit Number: D 0R 2)- ❑ Response to Incomplete Letter # ® Response to Correction Letter # 7' ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: VI Z /JA-/ p.St (1614 CQ_ &Llp $ 153rd $ fr2.ci` P r /' Lccr r /'y Phone Number: 206 - . - ,-3/3"X Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: RECEIVED CITY OF TI IKWILA JI IL 1 11 iU08 PERMIT CENTER July 3, 2008 City of Tukwila Building Division • Dear Allen Johannessen„ Sincerely, Pavel Melnik Project Manager URBAN DESIGN RE: Building Permit No. D08 -246, 6410 S 153 Street • 1. The plumbing schematic per owner. GROUP In response to your review letter dated on June 26, 2008 I'm providing 4 complete sets of the revised plans. You may contact me by e -mail: admin @urbandesigns.us or by phone 206 -838- 8250. 2. Sheet -A1, general notes have been revised to references the current 2006 IRC, UBC code. Washers were revised to indicate 3 "x3 "x1 /4" galvanized. 3. Beam calculations have been provided by the engineer of record, Mark Myers of Myers Engineering. Sheet -1 has been modified and clouded. 4. Laundry facility will be added at the rear of the house per city building officials, once the buffer reduction is complete 13219 NE 20 ST, SUITE 200 BELLEVUE, WASHINGTON 98005 PHONE: 206.838.6250 WWW.URBANDESIGNS.US CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplan@ ci.tukwila.wa.us STATE OF WASHINGTON) ) ss. COUNTY OF KING ) 4 / ' " /(-)k 6r, as follows: [please print] ,%\ RIE A. 4,1 s 'cam rV '0 10%. y al / Ni �O '/ , ' 2s 1 0 ,-- / /,t 'I � 11 ,wASH` %`�� g Owner /Owner's Agent Residing at ! ' 1 Name as commissioned: My commission expires: 0 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 - 0179 Planning Division 206 431 -3670 PERMIT NO: POI I - 1. I have made application for a 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 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 permit to be exempt under No. 12. , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. 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 constructioly ork. Signed and sworn to before me this day of ' z°fnh2 , 200i . NOTARY PUBLIC in and for the State of Washington , ^ County J /'1 `� )✓ /° 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. 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; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. 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; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. 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; 8. 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; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any 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 contracts of amounts less than five hundred dollars for the purpose of 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 or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. 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 when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 62 Any person working on his or her own property, ther occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision 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 person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. URBAN DESIGNS hereby reserves it's common law copyright and other property rights in these plans, ideas and designs. These ideas, designs and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtainin 9 express ress written P ermission from URBAN p fr DESIGNS D Written dimensions on these shall have precedence over scale dimen— sions. Contractors shall verify and be responsible for all dimensions and conditions of the Job and URBAN DESIGNS must be notified in writting of any variation from the dimensions, conditions and specifications shown by these drawings. All construction shall be in accordance with the standard building code. (SBCCI) an state and local codes. COPYRIGHT© 2007 URBAN DESIGNS 1 • H O W � O fr 0 '"T .••• i • 00 00 QN CS 00 ON Q 4 • J V s... 0 D • �..►� \ CS 4 4 0 F. ,� Q . 0 0 la j I — (/) • 0 C In • O Cn O _ ) %/ ;2 '// a j % r 7 ' , A u / 0 j e F j v / ///% mm W W j/ Ce co H Z ¢ m ( v i > Q N N to w 4:, I- O z NI N O N N 0 co ' z .0 ¢ N c D EL DRAWN BY: PM DATE ISSUED: 04/29/08 MODIFIED BY: ENGINEER: REVISION A REVISION PROJECT NO.: 08017 SHEET OF • ' z a0 2X P.T. ,8" MIN. 2 (HANDRAIL GRIP SIZE PER IRC R311.5.6.3.) 1 1/4" DIA. MIN. HANDRAIL, CONT. FOR FULL LENGTH OF STAIR X C.) I - ro z w O • .4• z o_ cV w ,� 0 w z O z w O m ) 36" MIN. STAIRWAY WIDTH PER IRC R311.5.1 10" MIN. P.T. 2X4 THRU T BLOCK/ GALV. 16d CONC. NAILS �► @ 6" O.C. •s . SL CONC: AB STAIR W/ SLAB s• • DECK • • /1/3k 6 "" A 3 A (HANDRAIL GRIP SIZE PER IRC R311.5.6.3.) 1 1/4" DIA. MIN. CONT. HANDRAIL 36" MIN. STAIRWAY WIDTH PER IRC R311.5.1 'd NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING NOTE: GREATEST AND LEAST TREAD & RISER SHALL NOT VARY MORE THAN 3/8" (PER IRC R311.5.3.1 & R311.5.3.2) HANDRAILS PER IRC R311.5.6 BALUSTERS TO CONFORM TO IRC R312.2 44 2X6 P.T. TOP RAIL 1X4 P.T. EACH SIDE 2X2 P.T. PICKETS @ 5 3/8 "O.C. 1X4 P.T. EACH SIDE 4X4 P.T. POST 2X4 P.T. DECKING 2X P. T. SILL PLATE Al/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 12" MAX. FROM ENDS & 7 MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10 ANCHOR BOLTS @ 48" O.C.) (1) #4 BAR CONT. MAX. 6 BELOW TOP OF FND. WALL #4 BAR VERTICAL @ 18" O.C. & HORIZONTAL @ 10 O.C. (2) #4 BAR CONTINUOUS w/ 6" STEM WALL MIN. 36 "x36" EXTERIOR STAIR DETAIL BEDROOM ADDITION P.T. DECK JOIST PER PLAN ® ®® P.T. BLOCKING SIMPSON SLOPED EQUALS OR BEAM PER PLAN NOT TO SCALE 5/8 "x4" LAG BOLTS THROUGH P.T. LEDGER INTO RIM JST. @ 12" O.C. SCALE : NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE SUCH THAT A SPHERE OF 4 DIA. SHALL NOT PASS THROUGH ANY OPENING HANDRAILS PER IRC R311.5.6 BALUSTERS TO CONFORM TO IRC R312.2 -.,- )1(...... 1/2 DRYWALL 2X4 THRUST BLOCK R -15 INSULATION 5/8 PLYWOOD MIN. R -10 INSULATION 2 X4 P.T. © 12" O.C. G .a • • a •e • a• a .4 I t 2x P.T. DECK JOISTS PER PLAN BEAM (P.T.) PER PLAN (3) P.T. 2X12 STRINGERS NOTE: GREATEST AND LEAST TREAD & RISER SHALL NOT VARY MORE THAN 3/8" (PER IRC R311.5.3.1 & R311.5.3.2) NOT TO SCALE 44 .•r"• }• �.�rK, r: ?• �.MK�i r. 'SKµ +�.s .• i r�� y�� , 4 � • 'S �I'`t , � p = �'4�•Cy� • i INSULATION PER PLAN 2X STUD WALL PER PLAN 1/2" CD X PLYWOOD OOD SHEATHING 2 LAYERS GRADE D BLDG. PAPER WEATHER RESISTANT BARRIER CORROSION RESISTANT (GALV.) METAL LATH ADHERED STONE VENEER TYPE "N" MORTAR JOINT TYPE "N" MORTAR SEATING BED 26 GA GALV. CORROSION RESISTANT WEEP SCREED - OVERLAP BLDG. PAPER -LATH TO COVER & TERMINATE ON FLANGE FOUNDATION WALL 4" MIN. SCREED TO GRADE) 2" MIN. (SCREED TO PAVEMENT) >7\\ ‘s</\‘ > \/ \/4///'\‘‘. // 6 3' -6 "4- DECK LINE STONE COLUMN ADHERED VENEER 0/ SHEATHING \` CAP OPT. VENEER BLW. GRADE CONDITION - P.T. PLYWD CONC. NAIL TO FDN. WALL 2 x 4 COLLAR FRAME SCREENED VENT HOLE (TYP.) CULTURED STONE (FIELD STONE) 3/4" CDX PLYWOOD 4 x 4 POST 2 x 4 PRESS TRT'D COLLAR FRAME 3/4' PRESS TRT'D PLY WITHIN 6" OF GRADE APRV'D POST SADDLE CONC. PAD (SEE FOUND. SHEET) NOT TO SCALE EXISTING EXIST. SLDR. EXIST. SLDR. WIN. ,77Z7 a a i a i r' a i a i a i a i a i a i a i o i a o 7: i a i o o a i i o a r i r o a i i o i i i o a i i i a i i i o i i i i a i i a i a a i o a i i i i r 6 ° BI -FOLD - 8' -8" BEDROOM KITCHEN EXISTING STRUCTURE NO CHANGES' BEDROOM ENTRY BEDROOM r / / / / / // / / / / / / / / // / / /a / / / / / / / / / / / / / / • r % r - il"'1I 1211- - I�1r'I'Ji3M EMPIO ll ®® A O . :///,, A ,.,/ , i,.,.„, W7 4 2x8 LEDGER HU210 SIMPSO HANGERS, TYP. 2X8HF @16 "O.C. XIST. SLDR. WIN. I4' -4" PHOPOSE D SCALE: 1/4" = 1' -0" I8' -8" WWA %Y / / / / / / / / / / / / /// ///////: LINE OF EXIST. ROOF • GABLE END wzy I' -6" O.H. TYP. @ EAVES MANUFACTURED TRUSSES @ 24" O.C. POPOSFD ROOF PHAV \G SCALE: 1/4" = 1' -0" 6 R EXIST. SLDR. WIN. 12' -0" FILE COPY Permit No. Dog' aki Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and Ids iscknowledged: BY Date: LINE OF EXIST. ROOF C BUI Of IN 0 4 N 0 0 Tukwila DMSION REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 7 2009 City of Tukwila BUILDING DIVISION REVISION N0;? 1)0 24 RECEIVED MAY 05 2009 PERMIT CENTEF GRIP SIZE PER IRC .) vlIN. CONT. FOR FULL LENGTH OF STAIR 2 co LLI Ni. STAIRWAY WIDTH PER C R311.5.1 '1. P.T. 2X4 THRU T BLOCK/ GALV. 6d CONC. NAILS © 6" O.C. NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING NOTE: GREATEST AND LEAST TREAD & RISER SHALL NOT VARY MORE THAN 3/8" (PER IRC R311.5.3.1 & R311.5.3.2) HANDRAILS PER IRC R311.5.6 'BALUSTERS TO CONFORM TO IRC R312.2 • :ON a C. • SLAB , 44 •A e a'L�I y Vi YJ.Rthl�t I f = � SIMPSON SLOPED EQUALS OR BEAM PER PLAN NOT TO SCALE i n 1) STAIR W/ SLAB CO 6" A3* 2X6 P.T. TOP RAIL 1X4 P.T. EACH SIDE 2X2 P.T. PICKETS © 5 3/8 "O.C. 1X4 P.T. EACH SIDE 4X4 P.T. POST 2X4 P.T. DECKING ► —. iZ >< (2) #4 BAR CONTINUOUS 5/8 "x4" LAG BOLTS THROUGH P.T. LEDGER INTO RIM JST. © 12" O.C. P.T. DECK JOIST PER PLAN P.T. BLOCKING 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE,, 12" MAX. FROM ENDS & 7 MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS © 48" 0.C.) (1) #4 BAR CONT. MAX. 6" BELOW TOP OF FND. WALL #4 BAR VERTICAL ©18" O.C. & HORIZONTAL © 10" O.C. I< SCALE : 1" = 1' -0" C2) DECK w/ 6" STEM WALL GRIP SIZE PER IRC 3.) MIN. RAIL NI. STAIRWAY WIDTH PER IRC R311.5.1 NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING HANDRAILS PER IRC R311.5.6 BALUSTERS TO CONFORM TO IRC R312.2 2X4 THRUST BLOCK 2x P.T. DECK JOISTS PER PLAN BEAM (P.T.) PER PLAN (3) P.T. 2X12 STRINGERS NOTE: GREATEST AND LEAST TREAD & RISER SHALL NOT VARY MORE THAN 3/8" (PER IRC R311.5.3.1 & R311.5.3.2) NOT TO SCALE C3) EXTERIOR STAIR DETAIL t� r� .. • , a , y� h� _ rte, '" cC S'`. ;3 `.'Q' Ik`l �ti ,1;331 + ri '{V' ; ,✓•� , "2 . ,- 3fr.'�� 147 t"`A,+�i�iK��•; JC? +. `''y.'= 45vS!r' 'a da r 1/2 DRYWALL R -15 INSULATION 5/8 PLYWOOD MIN. R -10 INSULATION 2 X4 P.T. © 12" O.C. A 4 e e �4) BEDR00 v ADDITION INSULATION PER PLAN 2X STUD WALL PER PLAN 1/2" CDX PLYWOOD SHEATHING 2 LAYERS GRADE D BLDG. PAPER WEATHER RESISTANT BARRIER CORROSION RESISTANT (GALV.) METAL LATH ADHERED STONE VENEER TYPE "N" MORTAR JOINT TYPE "N" MORTAR SEATING BED 26 GA GALV. CORROSION RESISTANT WEEP SCREED — OVERLAP BLDG. PAPER —LATH TO COVER & TERMINATE ON FLANGE FOUNDATION WALL 4" MIN. SCREED TO GRADE) 2" MIN. SCREED TO PAVEMENT) OPT. VENEER BLW. GRADE CONDITION — P.T. PLYWD CONC. NAIL TO FDN. WALL NOT TO SCALE r5 ) ADHERED VENEER 0/ SHEATHI \G . 4 ' .. . e • 6" CAP 2 x 4 COLLAR FRAME SCREENED VENT HOLE (TYP.) CULTURED STONE (FIELD STONE) 3/4" CDX PLYWOOD 4 x 4 POST 2 x 4 PRESS TRT'D COLLAR FRAME 3/4" PRESS TRT'D PLY WITHIN 6" OF GRADE APRV'D POST SADDLE CONC. PAD (SEE FOUND. SHEET) r 6� STONE COLU VI N EXISTING BEDROOM 6 ° BI —FOLD reAWArflif srOMMM � iaiiaiaiaaaiaA v EXIST. CONC. DRIVEWAY 1 18 " 2x8 LEDGER HU210 SIMPSON HANGERS, TYP. EXIST. SLDR. WIN. 14' -4" PHOPO FLOOR LAV\C SCALE: 1/4" = 1' -0" LINE OF EXIST. ROOF I' -6" O.H. TYP. © EAVES PROPOSED HOO SCALE: 1 /4" = 1' -0" EXIST. SLDR. WIN. 18' - 8" MANUFACTURED TRUSSES © 24" 0.C. FRAM EXIST. SLDR. WIN. \ G A EXIST. SLDR. WIN. 12' -0" 0 .Eris V ia iiiiaaiaa/i/�ai� AA&, AM1E_ FRAME OVER w/ 2x6 © 24" O.C. 41k w 0 • GABLE END N X XT� 0 LINE OF EXIST. ROOF City of Tukwila BUILDING DIVISION CODE COMPLIANCE 1 11 1000 FILE COPY Permit No. Pi r rovlew approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged By, P ,cl* .-QP �1 L)C Date: 1,9 _ (6 . D S' REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. RECEIVED CITY OF TUKWILA OCT 14 2008 PERMIT CENTER REVI$ION N0,! POqr-24-1 porci DRAWN BY: PM DATE ISSUED: 04./29/08 MODIFIED BY: ENGINEER: REVISION A REVISION 8 PROJECT NO.: 08017 SHEI -T OFT 3 GRIP SIZE PER IRC .) vlIN. CONT. FOR FULL LENGTH OF STAIR 2 co LLI Ni. STAIRWAY WIDTH PER C R311.5.1 '1. P.T. 2X4 THRU T BLOCK/ GALV. 6d CONC. NAILS © 6" O.C. NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING NOTE: GREATEST AND LEAST TREAD & RISER SHALL NOT VARY MORE THAN 3/8" (PER IRC R311.5.3.1 & R311.5.3.2) HANDRAILS PER IRC R311.5.6 'BALUSTERS TO CONFORM TO IRC R312.2 • :ON a C. • SLAB , 44 •A e a'L�I y Vi YJ.Rthl�t I f = � SIMPSON SLOPED EQUALS OR BEAM PER PLAN NOT TO SCALE i n 1) STAIR W/ SLAB CO 6" A3* 2X6 P.T. TOP RAIL 1X4 P.T. EACH SIDE 2X2 P.T. PICKETS © 5 3/8 "O.C. 1X4 P.T. EACH SIDE 4X4 P.T. POST 2X4 P.T. DECKING ► —. iZ >< (2) #4 BAR CONTINUOUS 5/8 "x4" LAG BOLTS THROUGH P.T. LEDGER INTO RIM JST. © 12" O.C. P.T. DECK JOIST PER PLAN P.T. BLOCKING 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE,, 12" MAX. FROM ENDS & 7 MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS © 48" 0.C.) (1) #4 BAR CONT. MAX. 6" BELOW TOP OF FND. WALL #4 BAR VERTICAL ©18" O.C. & HORIZONTAL © 10" O.C. I< SCALE : 1" = 1' -0" C2) DECK w/ 6" STEM WALL GRIP SIZE PER IRC 3.) MIN. RAIL NI. STAIRWAY WIDTH PER IRC R311.5.1 NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING HANDRAILS PER IRC R311.5.6 BALUSTERS TO CONFORM TO IRC R312.2 2X4 THRUST BLOCK 2x P.T. DECK JOISTS PER PLAN BEAM (P.T.) PER PLAN (3) P.T. 2X12 STRINGERS NOTE: GREATEST AND LEAST TREAD & RISER SHALL NOT VARY MORE THAN 3/8" (PER IRC R311.5.3.1 & R311.5.3.2) NOT TO SCALE C3) EXTERIOR STAIR DETAIL t� r� .. • , a , y� h� _ rte, '" cC S'`. ;3 `.'Q' Ik`l �ti ,1;331 + ri '{V' ; ,✓•� , "2 . ,- 3fr.'�� 147 t"`A,+�i�iK��•; JC? +. `''y.'= 45vS!r' 'a da r 1/2 DRYWALL R -15 INSULATION 5/8 PLYWOOD MIN. R -10 INSULATION 2 X4 P.T. © 12" O.C. A 4 e e �4) BEDR00 v ADDITION INSULATION PER PLAN 2X STUD WALL PER PLAN 1/2" CDX PLYWOOD SHEATHING 2 LAYERS GRADE D BLDG. PAPER WEATHER RESISTANT BARRIER CORROSION RESISTANT (GALV.) METAL LATH ADHERED STONE VENEER TYPE "N" MORTAR JOINT TYPE "N" MORTAR SEATING BED 26 GA GALV. CORROSION RESISTANT WEEP SCREED — OVERLAP BLDG. PAPER —LATH TO COVER & TERMINATE ON FLANGE FOUNDATION WALL 4" MIN. SCREED TO GRADE) 2" MIN. SCREED TO PAVEMENT) OPT. VENEER BLW. GRADE CONDITION — P.T. PLYWD CONC. NAIL TO FDN. WALL NOT TO SCALE r5 ) ADHERED VENEER 0/ SHEATHI \G . 4 ' .. . e • 6" CAP 2 x 4 COLLAR FRAME SCREENED VENT HOLE (TYP.) CULTURED STONE (FIELD STONE) 3/4" CDX PLYWOOD 4 x 4 POST 2 x 4 PRESS TRT'D COLLAR FRAME 3/4" PRESS TRT'D PLY WITHIN 6" OF GRADE APRV'D POST SADDLE CONC. PAD (SEE FOUND. SHEET) r 6� STONE COLU VI N EXISTING BEDROOM 6 ° BI —FOLD reAWArflif srOMMM � iaiiaiaiaaaiaA v EXIST. CONC. DRIVEWAY 1 18 " 2x8 LEDGER HU210 SIMPSON HANGERS, TYP. EXIST. SLDR. WIN. 14' -4" PHOPO FLOOR LAV\C SCALE: 1/4" = 1' -0" LINE OF EXIST. ROOF I' -6" O.H. TYP. © EAVES PROPOSED HOO SCALE: 1 /4" = 1' -0" EXIST. SLDR. WIN. 18' - 8" MANUFACTURED TRUSSES © 24" 0.C. FRAM EXIST. SLDR. WIN. \ G A EXIST. SLDR. WIN. 12' -0" 0 .Eris V ia iiiiaaiaa/i/�ai� AA&, AM1E_ FRAME OVER w/ 2x6 © 24" O.C. 41k w 0 • GABLE END N X XT� 0 LINE OF EXIST. ROOF City of Tukwila BUILDING DIVISION CODE COMPLIANCE 1 11 1000 FILE COPY Permit No. Pi r rovlew approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged By, P ,cl* .-QP �1 L)C Date: 1,9 _ (6 . D S' REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. RECEIVED CITY OF TUKWILA OCT 14 2008 PERMIT CENTER REVI$ION N0,! POqr-24-1 UU8,f:1Iipo :oft Ccu VICINITY MAP / / .../ 7 . y�N x rm✓ aiiiaiiaal o r'"i �iia�aa••• r orTTIe d� Ind SITE ADDRESS 5410 SOUTH 153rd. STREET TUKWILA, WA 98188 PROPERTY INFO. PARCEL NUMBER: 3597000343 PLLS: SE-- 23 -23 -4 LATITUDE: 47.46532 LONGITUDE: — 122.25433 TUKWILA, WASHINGTON OWNER PINZARI ALEXEI & LIUDMILA 6410 SOUTH 153rd. STREET TUKWILA, WA 98188 CELL: (206) 291 -3091 2ND: (206) 291 -3197 EXISTING RESIDENCE 6410 S. 153RD. ST. TUKWILA, WA 98188 FRONT PORCH CONC. WALK 20' -0" B.S.B. 1' -2 7/8" r I 20' -2" 40' II II II II I II II II II II II X O 0 rl1 'D rn rn L — — I 1 20' -I0 1/4" 1 108' N 89d 47' -0" W _ LOT AREA: HOUSE AREA: TOTAL AREA: =MD .111110 I WI u- I ml APPROX. 500 SQ. FT. �I IMPROVEMENTS I 28' -10 5/8" I 437 -I0" _J 26' -2 1/16" >. • LOT COVERAGE w SOUTH 153RD STREET IMPERVIOUS AREA LOT AREA: HOUSE AREA: FRONT / WALKWAY: DRIVEWAY AREA TOTAL AREA: LOT AREA: HOUSE AREA: ADDITION AREA: FRONT / WALKWAY: DRIVEWAY AREA TOTAL AREA: 10' -0" B.S.B.L. I —336 SQ. FT. INTO 50' BUFFER L.] w OM MO I I I I :?1- I -° 0 0 z l N. - 108N89d47'0_'W iii 18,360 S.F. 2,504 S.F. 2,504 S.F. = 13.63% 18,360 S.F. 2,504 S.F. 96 S.F. 432 S.F. 3,032 S.F. = 16.51% IMPERVIOUS W/ ADDITION 18,360 S.F. 2,504 S.F. 675 S.F. 96 S.F. 432 S.F. 3,032 S.F. = 16.51% In 15' -d" 4 SEPARATE PERMIT REQUIRED FOR: Mechanical NT Electrical [Plumbing I , Gas Piping City of Tukwila B°i1'pli:4g. DIVISION SITE PLAN SCALE: 1"=20'-0" NOTE: WITH THE PROPOSED FUTURE ADDITION FOOTPRINT WE ARE ENCROACHING 336 SF. INTO THE 50' BUFFER AREA. WITH THE PROPOSED 25' BUFFER THE AREA REMAINS UNAFFECTED. THERE ARE NO LONG OR SHORT —TERM ADVERSE IMPACT TO THE SENSITIVE AREA. By Date: DDS se tAl ltri Y ILv t-Ott CODE COMPLIANCE APPROVED SE,P REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. J ME, COP Permit No. PIar review approval is subject to errors and omissions. Approval of construction does not sauce bo nz e th violation of any adopted 01 approved Field Cop and con dtions is ecknowledged: j / i-=— Cfty of Tula BElILDING DIVISION PECE1VED MAY 01 2008 0 N N \g ep op ce c0 CO k) N C1) z w W 0 co w co Q in _ 4 .- c) D H co ccs U) co W . 0' L LI _J I ) Q Lf) Q u i Q N o Cl_ .0 I— a URBAN DESIGNS hereby reserves it's common law copyright and other property rights in these plans, ideas and designs. These ideas, designs and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from URBAN DESIGNS Written dimensions on these shall have precedence over scale dimen- sions. Contractors shall verify and be responsible for all dimensions and conditions of the Job and URBAN DESIGNS must be notified in writting of any variation from the dimensions, conditions and specifications shown by these drawings. All construction shall be in accordance with the standard building code. (SBCCI) an state and local codes. COPYRIGHT© 2007 URBAN DESIGNS . 1 U W 0 0_ 0 4 • . • Z 0 Q U CIO C.N • C Ab.%.$ CS (...) Q . cgs ' _J CO ON Q Q 3 EXISTING & PROPOSED ELEVATIONS D H • H Et 10 Li) •• v/ O _ n. 3 0 IZ > c0 s j DRAWN BY: PM DATE ISSUED: 4/29/08 MODIFIED BY: ENGINEER: REVISION AI REVISION A PROJECT No.: 08017 SHEET AI QF 3 SHEET # DESCRIPTION Al COVERSHEET FLOOR & ROOF FRAMING 2 EXISTING & PROPOSED FLOOR PLANS 3 EXISTING & PROPOSED ELEVATIONS GENERAL NOTES LA E sD INTERNATIONAL RESIDENTIAL CODE 2006 EDITION AND ALL RI SITE WORK GENERAL S AND AUTHORITIES HAVING ION TO BE FOLLOWED. • 2006 INTERNATIONAL RESIDENTIAL CODE • 2006 WASHINGTON STATE ENERGY CODE - • WASHINGTON STATE VENTILATION AND INDOOR QUALITY CODE CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION & PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR ALL EQUIPMENT TO BE INSTALLED UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR I'6" (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACK FILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. GARAGE FLOORS TO SLOPE I /8 " /FT. MIN. TOWARDS OPENING AS REQUIRED FOR DRAINAGE. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' FT. (MAX.) INTERVALS EA. WAY. SLABS ARE TO BE 5 -AIR ENTRAINED CONCRETE SIDEWALKS TO HAVE 3/4" IN. TOOLED JOINTS AT 5' FT. (MIN.) O.C. CONCRETE COVER OF REINFORCING 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. I I/2" CONCRETE EXPOSED TO EARTH OR WEATHER. I I/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. 3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. LAP COLUMN VERTICALS. CLASS "A" CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 52 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. ES AT TENSION REGIONS SHALL NOT BE PERMITTED. CARPENTRY GENERAL ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 18" MIN. CLEARANCE BETWEEN )OR JOIST AND EARTH. 12" MIN. CLEARANCE BETWEEN )OR BEAMS AND EARTH. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETANDANT-TREATED WOOD TALL BE OF HOT- DIPPED GALVANIZED STEEL. REFERENCE SHEET -SI FOR SPECIES AND GRADE (BASE DESIGN VALUES) 3 "X3 "X.229 "(I /4 ") GALVANIZED PLATE WASHERS. T . •D T 0 TO BE PROVIDED WITH WOOD BEARING ON OR TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2 X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS, JOISTS, 10' -0" FOR ROOF JOISTS. TYPICAL SILL BOLTS TO BE 5/8" DIAMETER AT 6' -0" O.C. MINIMUM 7" EMBED. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. PLYWOOD PLYWOOD WALL AND ROOF SHEATHING SHALL BE 3/4" CDX, UNLESS OTHERWISE SPECIFIED. PLYWOOD FLOOR SHEATHING SHALL BE 3/4" CDX T &G. UNLESS OTHERWISE SPECIFIED. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. WOOD TRUSSES ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FROM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACEALL TRUSSES. INSULATION AND MOISTURE PROTECTION GENERAL INSULATION BAFFLES TO MAINTAIN I" ABOVE BATT INSULATION BAFFLES TO EXTEND 6" ABOVE BATT INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS /SHOWERS, PARTITIONS AND CORNERS FACE STAPLE BATTS FRICTION FIT FACED BATTS USE 4 MIL POLY VAPOR RETARDER AT WALLS. INFILTRATION CONTROL I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOOR AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER- STRIPPED TO LIMIT AIR LEAKAGE. ALL OPENINGS SHALL BE FLASHED. APPROVED CORROSION- RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION- RESISTANT FLSHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: I. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF - FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN I -1/8" OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIALS. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT -IN GUTTERS. - ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR LEACKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED FIRE -RATED AND MUST MEET THE ABOVE REQUIREMENT. - ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO AMIT INFILTRATION INTO OR FROM THE BUILDING ENVELOPE. - RECESSED LIGHTING FIXTURES: WHEN INSTALLED IN THE BUILDING ENVELOPE, RECESSED LIGHTING FIXTURES SHALL BE TYPE IC RATED AND CERTIFIED TO HAVE NO MORE THAN 2.0 CFM AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING CAVITY. THE LIGHTING FIXTURE SHALL BE TESTED AT 75 PASCALS OR 1.57 LBS /FT2 PRESSURE DIFFERENCE AND HAVE A LABEL ATTACHED, SHOWING COMPLIANCE WITH THIS TEST METHOD. RECESSED LIGHTING FIXTURES SHALL BE INSTALLED WITH A GASKET OR CAULK BETWEEN THE FIXTURE AND CEILING TO PREVENT AIR LEAKAGE. INSULATION: ROOF (VAULTED) ROOF (FLAT CEILING) WALLS: (EXT. ABOVE GRADE) FLOORS: (OVER UNHEATED SPACE) BELOW GRADE EXT. WALLS INSUL. @ INT. SIDE: INSUL @ EXT. SIDE: SLAB EDGES @ HEATED AREAS ZONEI R -30 R -38 R -21 R -30 R -21 R -I0 R -10 R -8 VAPOR BARRIERS/ GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FROMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF•ROOF RAFTERS, AND AT EXTERIOR WALLS, INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES ARE PLACED NOT MORE THAN 8 INCHES ON CENTER AND GAPS BETWEEN THE FACING AND THE FRAMING DO NOT EXCEED 1/16 INCH. A GROUND COVER OF 6 MIL (0.006 ")BLACK POLYETHYLENE OR EQUIVALENT, SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/500 OF THE AREA OF THE VENTILATED SPACE PROVIDED A VAPOR RETARDER HAVING A PERM RATING NOT EXCEEDING I IS INSTALLED ON THE WARM SIDE OF THE INSULATION. WINDOWS, DOORS, HVAC, & ELECT. EQUIP. GLAZING MAXIMUM: ZONE I: UNLIMITED, GROUP R3 OCCUPANCY GLAZING "U" VALUE: VERTICAL (MAX): .40 (ZONE 1) , .35 (ZONE 2) OVERHEAD (MAX): .58 (ZONE I), .58 (ZONE 2) DOOR "U" VALUE (MAX): .20 (ZONES I & 2) (DOORS W/ MORE THAN 50 % GLAZING SHALL BE CONSIDERED A WINDOW) HVAC PERFORMANCE: "MED" OR AFUE _ .78 RECESSED LIGHT FIXTURES: IC RATED DOORS, WINDOWS AND SKYLIGHTS GENERAL DOORS TO THE EXTERIOR SHALL HAVE MAX. 3" STEP TO MIN. 36" DEEP LANDING. . BEDROOM EMERGENCY EGRESS WINDOWS MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. MIN. NET CLEAR OPEN ABLE WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF 24 ", MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR. FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY ASTM STANDARDS. SITE BUILT AND MILL WORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT MUST BE MADE TIGHTLY FITTING AND WEATHER STRIPPED OR CAULKED. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM INFILTRATION PER SQUIARE FOOT OF DOOR AREA. SAFETY GLAZING SHALL BE LOCATED WITHIN I. INGRESS AND EGRESS DOORS 2. SLIDING GLASS DOORS, SWINGING GLASS DOORS 3. SHOWER AND BATHTUB ENCLOSURE'S 4.GLAZING W/ THE EXPOSED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED PORTION& BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE GLAZING GREATER THAN 9 S.P. LESS THAN 13 "ABOVE FINISHED FLOOR. MECHANICAL HEATING EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINIG A TEMPERATURE OF 70 DEGREES F. AT A HEIGHT OF 3' ABOVE THE FLOOR IN ALL HABITABLE ROOMS. I. FUEL BURNING EQUIPMENTIOCATED WITHIIN THE BUILDING ENVELOPE (CONSTRUCTED UNDER THE W.S.E.C.) SHALL OBTAIN COMBUSTION AIR FROM OUTDOORS. NO WARM -AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT BENT FURNACE, ENCLOSED FURNACES AN ELECTRIC HEATING FURNACES. NO WARM -AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FUNACE OR A CLEARANCE OF 3 INCHES ALONG THE SIDES, BACK AND TOP HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE BAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 13 INCHES ABOVE THE FLOOR LEVEL. WATER HEATERS SHALL HAVE: 1. RELIEF VALVE SHALL HAVE A DRAIN LINE TO THE OUTSIDE OF BUILDING. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL FLOOR OR CEILING SEPARATION A RESIDENCE (GROUP R, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP U, DIVISION I OCCUPANCY), PFOVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019 INCH (N0.26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE HEATING EQUIPMENT HVAC EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150% OF DESIGN LOAD. INTEGRATED WHOLE HOUSE VENT SYSTEM SPECIFICATIONS FOR THE 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALTY CODE FOR THE INTERMITTENNTLY OPERATED INTEGRATED FOR :ED AIR VENTILATION SYSTEM. I. SOURCE SPECIFIC VENTILATION REQUIREMENTS A. EXHAUST FAN REQUIREMENTS. 1. BATHROOMS, LAUNDRIES, AN POWDER ROOMS - 50 CFM * 0.25 "WG. 2. KITCHENS - 100 CFM * 025" W.G. RANGE HOODS AND DOWN DRAFT FANGES MAY BE RATED AT 100 CFM * 0.10" W.S. B. EXHAUST DUCT REEEQUIREMENTS 1. BE INSULATD TO R -4 IN UNCONDITIONDED SPACES 2. BE EQUIPPED WITH A BACK DRAFT DAMPER 3. TERMINATE OUTSIDE THE BUILDING 2. WHOLE HOUSE VENTILATION REQUIREMENT. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORCED AIR HEATING SYSTEM USING THE FOLLOWING METHOD. 3. FRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLOWING. A. BE DUCTED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM FOUF FEET UPSTREAM OF THE FUNACE BLOWER. B. BE INSULATED TO R -4 WHEN LOCATED WITHIN HEATED AREAS C. BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND OTHER MATERIAL D. NOT RECEIVE FRESH AIR FROM THE FOLLOWING AREAS. I. WITH TEN FEET OF AN APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET IS THREE FEET ABOVE THE FRESH AIR INLET. 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES, OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR INSANITARY LOCATION. 4. CLOSER THAN 10' FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS 5. AT LEAST THREE FEE ABOVE THE FRESH AIR INLET. 6. ATTICS, CRAWL SPACES, OR GARAGES. 4. THE INLET DUZT SHALL BE EQIPPED WITH ONE OF THE FOLLOWING. A. THE INLET DICT SHALL BE EQUIPED WITH A MOTORIZED DAMPER CONNECTED TO T-IE AUTOMATIC VENTILATION CONTROL TIMER, OR B. A FIXED DAMPER INSTALLED AND SET TO MEET MEASURED FLOW C. AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELDMEASURE MINIMUM NEGATIVE PRESSURE OF 0.7 INCHES WATER GAUGE AT THE POINT WHERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENIM. 5. VENTILATION SYSTEM CONTROLS. AN AUTOMATIC CONTROL SUCH AS A CLOCK TIMER SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER SHALL BE CAPABLE OR CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL AT THE TIME OF THE FINAL INSPECTION. THE TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE FAN FOR A MINIMUM OF EIGHT DOORS. NOTE, KING COUNTY RECOMMENDS THE INSTALLATION OF A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A MINIMUM SONE RATING OF 15 AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING CAVITIES. INTERIOR DOORS SHOULD BE UNDERCUT ONE HALF INCH ABOVE THE F NISHED FLOOR. PRESCRIPTIVE INTEGRATED FORCED AIR SUPPLY DUCT SIZING NOTE, I. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER I INCH. 2. FOR ELBOWS NU`1BERING MORE THAN 5 INCREASE DUCT DIAMETER I INCH. DUCTWORK I. DUCT SYSTEMS SHALL BE OF METAL A FACTORY -MADE AIR DUCTS. 2. JOINTS AND SEAMS SHALL BE SUBSTANTIALLY AIRTIGHT. PLUMBING GENERAL WATER HEATERS ARE REQUIRED TO MEET THE REQUIREMENTS OF 2003 N.A.E. C. A. STANDARD AND BE LABBELED AS SUCH. IN ADDITION, ELECTRIC WATER HEATERS INSTALLED IN INHEATED SPACES SHALL BE PLACED ON AN INCOMPRESSIBLE SURFACE OR FLOOR INSULATED TO A MINIMUM OF R -I0. WATER TANK TO BE LABELED PER 2003 N.A.E.C.A. 2.5 GPM FLOW RESTRICTORS ON SHOWERS, TUBS AND LAVATORIES. SHEET INDEX RECEIVED CITY OF TUKWILA JUL 1 0 ZOUB PERMIT CENTER STRUCTURAL NOTES I. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. 3. THE CONTACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTUES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDIANTING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK 5. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT 6. COORDIATE WITH MECHANICAL, PLUMBING, AND ELECTICAL REQUIREMENTS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, AND PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. 7. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR HEATERS, MECHANICAL EQUIPMINT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. CORRECTION LTR# 1 Ktv ilvN pL �NCE CODE COM APPROVED SEP 11 200 City Of BUILDING DS " von -2_4-+c0 URBAN DESIGNS hereby reserves it's common law copyright and other property rights in these plans, ideas and designs. These ideas, designs and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from URBAN DESIGNS Written dimensions on these shall have precedence over scale dimen— sions. Contractors shall verify and be responsible for all dimensions and conditions of the Job and URBAN DESIGNS must be notified in writting of any variation from the dimensions, conditions and specifications shown by these drawings. All construction shall be in accordance with the standard building code. (SBCCt) an state and local codes. COPYRIGHT° 2007 URBAN DESIGNS .. U W -) ff I r 44 1 ■S:: .. O H Q 0 J CO CO 0 C:N C:N CS r l V 0 CO O Q ... Q • -. ..., CS (1) Cr ro Lc • O U) n 0 IZ 0 N W 0 c m 3 co c N p Z co l^ w w Z N CO D0_ URBAN DESIGNS, 12856 INTERURBAN AVE. S., SEATTLE, WA 98168 PH:(206) 838.8250 FAx:(206) 838.8252 WWW.URBANDESIGNS.US = ' • 1 DRAWN BY: PM DATE ISSUED: 04/29/08 MODIFIED BY: ENGINEER: REVISION DI REVISION A PROJECT No.: 08017 SHEET 1 °F 3 z co 2X P.T. �8" MIN. 30 (HANDRAIL GRIP SIZE PER IRC R311.5.6.3.) 1 1/4" DIA. MI HANDRAIL, CONT. FOR FULL LENGTH OF STAIR Q -N \ 0 z 0 w (f O z (n 0 z W 0 u • .- 36" MIN. STAIRWAY WIDTH PER IRC R311.5.1 P.T. 2X4 THRUS BLOCK/ GALV. 1 16d „C NC. NAILS I @ 6 O.C. X 4 CONC: SLA . 4d 450•6:: ?`;:I-1;1ifeS;Ni. +.:M :5;f 4 : .s ,tv., ,'' ' {` 1 �,.r , �wt•���'�s', C D STAIR W/ SLAB (HANDRAIL GRIP SIZE PER IRC R311.5.6.3.) 1 1/4" DIA. MIN. CONT. HANDRAIL 36" MIN. STAIRWAY WIDTH PER IRC R311.5.1 • &,YX !V NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING NOTE: GREATEST AND LEAST TREAD & RISER SHALL NOT VARY MORE THAN 3/8" (PER IRC R311.5.3.1 & R311.5.3.2) HANDRAILS PER IRC R311.5.6 BALUSTERS TO CONFORM TO IRC R312.2 2X6 P.T. TOP RAIL 1X4 P.T. EACH SIDE 2X2 P.T. PICKETS @ 5 3/8"0.C. 1X4 P.T. EACH SIDE 4X4 P.T. POST 2X4 P.T. DECKING 2X4 THRUST BLOCK MIN. 36 "x36" 1/2 DRYWALL R -15 INSULATION 5/8 PLYWOOD MIN. ;x h A X BEDROOM ADDITION 5/8 "x4" LAG BOLTS THROUGH P.T. LEDGER INTO RIM JST. @ 12" O.C. P.T. DECK JOIST PER PLAN P.T. BLOCKING 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 12" MAX. FROM ENDS & 7" MIN. I — III EMBEDMENT (ELSEWHERE USE I I I— 5/8" DIA. X 10" ANCHOR BOLTS @ 48" 0.C.) (1) #4 BAR CONT. TIGHTLINE MAX. 6" BELOW STORM DRAIN TOP OF FND. WALL IF REQUIRED 4 BAR VERTICAL @ 18" 0.C. HORIZONTAL @ 10" 0.C. (2) #4 BAR CONTINUOUS 4" DIA. PERF. FOUNDATION DRAIN C2) DECK w/ 6" STEM WALL I.I BEAM PER PLAN -11 —1 ;111 EXTERIOR STAIR DETAIL NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING HANDRAILS PER IRC R311.5.6 BALUSTERS TO CONFORM TO IRC R312.2 R -10 INSULATION 2 X4 P.T. @ 12" 0.C. t r F it X T. • 4. d d NOT TO SCALE SCALE : 1" = 1' -0' (3) P.T. 2X12 STRINGERS NOTE: GREATEST AND LEAST TREAD & RISER SHALL NOT VARY MORE THAN 3/8" (PER IRC R311.5.3.1 & R311.5.3.2) Y ' BEAM (P.T.) PER PLAN NOT TO SCALE \, • 'RS rav ? Y K•:Z �.; �. � • Z K . s 'ft . vw•v �.• , r. ,r 4 • . • • ,r: ¢r` }.� o; �, rat'".' t� *'`gym o �lrK`3'S;' x.ef'.�sa ,•r-ls:,S!•t.+.;n :M: ,.Sac•,•' 1l-0:,�' !r ++,� •X ,,•4:i:,.r. ' \..+• cis f':i.'�v •+r•+*:s' • 4�,+v, INSULATION PER PLAN 2X STUD WALL PER PLAN 1/2" CDX PLYWOOD SHEATHING 2 LAYERS GRADE D BLDG. PAPER WEATHER RESISTANT BARRIER CORROSION RESISTANT (GALV.) METAL LATH ADHERED STONE VENEER TYPE "N" MORTAR JOINT TYPE "N" MORTAR SEATING BED 26 GA GALV. CORROSION RESISTANT WEEP SCREED - OVERLAP BLDG. PAPER -LATH TO COVER & TERMINATE ON FLANGE FOUNDATION WALL 4" MIN. SCREED TO GRADE) 2" MIN. (SCREED TO PAVEMENT) • \ . - \ / \ / \/ \\A \\\ A, ADHERED VENEER 0/ SHEATHING 0 I O I 4x10 BEAM. 4x4 POST. 2X6 STUDS 1/2" CDX PLYWOOD. w w ( w #4 DOWEL a- EA. CORNER. ' (2) ^ #4 BAR CONTINUOUS J - CLEAR COVER 1: 1 Iil l � l lllnl I 111 4 0 TAPPERED COLUMN 1 SURROUND. EZMINEMINEEMINEMII ®I®11®IIMBEI /\ 1' -4" P.T. BLOCKING 2x8 TRIM. P.T. BEAM PER PLAN CB44 POST BASE OPT. VENEER BLW. GRADE CONDITION - P.T. PLYWD CONC. NAIL TO FDN. WALL T. O.PL. 15# BLDG. FELT. WIRE MESH. SCRATCH COAT. BROWN COAT. LT. WEIGHT STONE VENEER. —2X6 P.T. DECKING P.T. DECK JOIST PER PLAN 6) ROCK VENEER COLUMN BASE T.O.FL. NOT TO SCALE SCALE : 3/4" = 1'- EXISTING EXIST. CONC. 6' -4" 5 SLDR. 14' -4" BEDROOM 2 ' -0" X 9' -8" DRIVEWAY - DROPOS SCALE: 1/4" = 1' -0" -INE OF EXIST. ROOF SCALE: 1 /4" = 1' -0" 6' - 0" 1' -6" 0.H. TYP. @ EAVES 8" 2' - 0" A FL 6' -0" LIVING RM. (n J m 0 18" EXIST. SLDR. WIN. 2 X 8 iF #2 0 16" 0 6' -4" I8' -8" EXISTING STRUCTURE NO CHANGES 18 „I PROPOSE . 00P BRA ENTRY 2x8 LEDGER HU210 SIMPSON HANGERS, TYP. EXIST. SLDR. WIN. 6' -4” OR FRAY FRAME OVER w/ 2x6 @ 24" 0.C. • GABLE END MANUFACTURED TRUSSES @ 24" 0.C. V I\ G EXIST. SLDR. WIN. BEDROOM BEDROOM EXIST. SLDR. WIN. 12' - 0" LI E OF EXIST. 'OOF 0 0 0 • tv1tWEiU I"OR I. CODE COMPLIANCE APPROVED SEP 11 2008 H ukviIla ' BUILDING DIVISION IRC R802.3 Roof framing details. Rafters shall be framed to ridge board or to each other with a gusset plate as a tie. Ridge board shall be at least 1 -inch nominal thickness and not less in depth than the cut end of the rafter. At all valleys and hips there shall be a valley or hip rafter not less than 2 - inch nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof pitch is less than three units vertical in 12 units horizontal, structural members that support rafters and ceiling joist, such as ridge beams, hips and valleys shall be designed as beams. (Remove old roofing down to existing roof sheathing) OFTUK JUL 10 2008 PERMIT CENTER HEADROOM URBAN DESIGNS hereby reserves it's common law copyright and other property rights in these plans, ideas and designs. These ideas, designs and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from URBAN DESIGNS Written dimensions on these shall have precedence over scale dimen— sions. Contractors shall verify and be responsible for all dimensions and conditions of the Job and URBAN DESIGNS must be notified in writting of any variation from the dimensions, conditions and specifications shown by these drawings. All construction shall be in accordance with the standard building code. (SBCCI) an state and local codes. COPYRIGHT© 2007 URBAN DESIGNS H 0 W 0 it 1 0 ". P • .. ° U 0 J CO CO c � ! --ZS CS 00 ON 4 4 _1 c3 Q „..._ __..,(:)----- CS I Eave Ventilation: MAXIMUM BTU OUTPUT • 4.71 s.i. / I.f. - 25% reduction = 160.32 s.i. / 2 / s.i. per I.f. = 23 I.f. birdblocking. Ventilation = 81.2475 s.i. is greater than H (J) • 0 Ch � 0 C!) Qs � 49 s.i. each - 25% screen reduction = 160.32 s.i. / 2 / s.i. of each vent = 3 -7 "x7" roof jacks. Ventilation = 110.25 s.i. is greater than 36.75 s.i. each. 2.18 vents 110.25 s.i. 80.16 s.i. Req'd a 0 IZ 0 Z Q M p URBAN DESIGN GROUP 00 .� C O N " — O N CO Z o0 u) ro wc Z o Q CV m' Et URBAN DESIGNS, 12856 INTERURBAN AVE. S., SEATTLE, WA 98168 PH:(206) 838.8250 FAx:(206) 838.8252 WWW.URBANDESIGNS.US ? F t { )` 3 t .. ..„,.‘ 4- 191.50 s.i. IS GREATER THAN : 160.32 s.i. Req'd DRAWN BY: PM DATE ISSUED: 04/29/08 MODIFIED BY: ENGINEER: REVISION DI REVISION A PROJECT NO.: 08017 SH 2 OF EET 3 ROOF VENTILATION PRESCRIPTIVE HEATING SYSTEM SIZING: Standard Truss/ Scissor Truss Roof Framing Assembly: PROP. FRONT PORCH Roof Area : Ventilation Required: 334 s.f. 334 s.f. x 144 s.i. / s.f. / 300 = 160.32 s.i. Req'd Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 ft. above eave vents OTHER FUELS: CONDITIONED SQUARE FOOTAGE X20 = Eave Ventilation: MAXIMUM BTU OUTPUT Birdblocking = Eave Ventilation Req'd = Provide : Min. Ventilation Provided = 4.71 s.i. / I.f. - 25% reduction = 160.32 s.i. / 2 / s.i. per I.f. = 23 I.f. birdblocking. Ventilation = 81.2475 s.i. is greater than 3.53 s.i. / I.f. 22.69 I.f. 81.25 s.i. 80.16 s.i. Req'd Upper Roof Ventilation: 7 "x7" Attic Roof Jack = Upper Ventilation Req'd = Provide: Ventilation Provided = 49 s.i. each - 25% screen reduction = 160.32 s.i. / 2 / s.i. of each vent = 3 -7 "x7" roof jacks. Ventilation = 110.25 s.i. is greater than 36.75 s.i. each. 2.18 vents 110.25 s.i. 80.16 s.i. Req'd Use : (minimum) Use : (minimum) 23 I.f. birdblocking. Ventilation = 3 -7 "x7" roof jacks. Ventilation = 81.25 s.i. 110.25 s.i. Total Min. Ventilation Provided = 191.50 s.i. IS GREATER THAN : 160.32 s.i. Req'd 2006 RESIDENTIAL WSEC CHAPTER 9: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZING: Existing Living Area: 1120 ELECTRIC RESISTANCE (BASEBOARD i UNIT HEATERS): CONDITIONED SQUARE FOOTAGE X.005882 = 7.88 MAXIMUM KW OUTPUT OTHER FUELS: CONDITIONED SQUARE FOOTAGE X20 = 26800 MAXIMUM BTU OUTPUT AREA SUMMARY Existing Living Area: 1120 s.f. Proposed Living Area: 220 Total: 1340 s.f. Garage: 0 s.f. EXISTING EXISTING L XIS I IN; 4' -0" 4'-0" 7 IIOV S.D. I 10 S.D. 6' -4" FX SCALE.: e �I GARAGE 8 7 0.5. GARAGE DR. ST .LiDR. 14' -4" BATH A w. R &s 6 BI —FOLD 8' -8" BEDROOM 12' -0" X 9' - -8" 6' -0" SCALE: /4" = 1' 0" / z i 0 2' -0' DN. TO GRADE ARCH 6' - 0" KITCHEN >I LIVING RM. J PLOO\ PLA\ LN. OF ROOF OVERf- LIVING RM. AN G EXIST. SLDR. WIN. EXIST. SLDR. WIN. EXIST. SLDR. WIN. EXISTING SLDR. WINDOW ARCH 6' -4" I8' -8" =*A EXISTING STRUCTURE NO CHANGES EXISTING ENTRY PROPOSED FLOOR PLA\ EXIST. SLDR. WIN. BATH BEDROOM ENTRY BEDROOM EXIST. SLDR. WIN. EXIST. SLDR. WIN. EXISTING CONC. STOOP TO BE REMOVED EXIST. SLDR. WIN. BEDROOM EXISTING STRUCTURE NO CHANGES COV'D PORCH 2X6 P.T. DECKING 36'H. ENTRY BEDROOM AILING EXISTING ENTRY ARCH 6 EXIST. SLDR. WIN. I2' -0" 0 FLOOR PLAN NOTES: 7. SEE SHEET Al FOR ADDITIONAL NOTES. REVIEWED WI( CODE COMPLIANCE A PPROVED SEP 1 1 2003 C ity Of Tukwila BUILDING DIVISION _ RECEIVED CITY OF TUKWILA JUL 10 2008 PERMIT CENTER I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 8, CONDITIONS PRIOR TO CONSTRUCTION. 2. WINDOWS 84 DOORS ARE SHOWN 84 NOTED AS NOMINAL SIZES. 3. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C. U.N.O. 4. WINDOW HEADERS TO BE @ 6' -8" ABV. FINISHED FLOOR, U.N.O. 5. SMOKE DETECTORS: * SHALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP * SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS * SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING CHANGE GREATER THAN 24" 6. PROVIDE STAIRWAY ILLUMINATION PER I.R.C. R303.6 WALL LEGEND PROPOSED WOOD WALLS EXISTING WOOD WALLS EXISTING CONCRETE WALLS EXISTING STRUCTURE -NO CHANGES URBAN DESIGNS hereby reserves it's common law copyright and other property rights in these plans, ideas and designs. These ideas, designs and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from URBAN DESIGNS Written dimensions on these shall have precedence over scale dimen— sions. Contractors shall verify and be responsible for all dimensions and conditions of the job and URBAN DESIGNS must be notified in writting of any variation from the dimensions, conditions and specifications shown by these drawings. All construction shall be in accordance with the standard building code. (SBCCI) an state and local codes. COP' 1GHi©C 2007 URBAN DESIGNS 0 -rs CO —.:S cs; CO a' Q ci Q J ) : V C') 1 rs: L() Z 0 • � - O W H U) 0 \ --� O � A 0 � 1 a I� rTT cxS s f{� S., SEATTLE, W, NW. URBANDESIGNS. �• jJ1 ESIGN cV C z QO z ' Q N m � URBAN DESIGNS, 12856 INTERURBAN AVE. PH:(206) 838.8250 FAx:(206) 838.8252 W1 (I 1 L E Z • W L .. DRAWN BY: PM DATE ISSUED: 04/29/08 MODIFIED BY: ENGINEER: REVISION QI REVISION PROJECT No.: 08017 SH EET 3o3