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HomeMy WebLinkAboutPermit D07-028 - VO RESIDENCE - ADDITION AND DECKVO RESIDENCE 13714 43 PL S D07 -028 Parcel No.: 2612000210 Address: 13714 43 PL S TUKW Suite No: Tenant: Name: VO RESIDENCE Address: 13714 43 PL S , TUKWILA WA Owner: Name: VO BRIAN Address: 13714 43 PL S , TUKWILA WA 98168 Phone: Contact Person: Name: MARK ANTONIOLI Address: 13860 177 AV SE , RENTON WA 98059 Phone: 425 -802 -1888 Contractor: Name: OWNER AFFIDAVIT - BRIAN VO Address: Phone: Contractor License No: doc: IBC -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: httn: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -028 Issue Date: 03/12/2007 Permit Expires On: 09/08/2007 Expiration Date: DESCRIPTION OF WORK: COMPLETE 853 SQ FT CRAWL SPACE TO LIVING SPACE. CONSTRUCTION OF A 147 SQ FT SECOND STORY DECK. Steven M. Mullet, Mayor Steve Lancaster, Director Value of Construction: $83,155.93 Fees Collected: $1,808.12 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 D07 -028 Printed: 03 -12 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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: Permit Center Authorized Signature: k .. / 1 l . J /. :. ; . ; Date: I hereby certify that I have read and governing this work will be complie The granting of this permit does not presume to construction or the performance o j ork. I Signature: Print Name: doc: IBC -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us N ?Wail I/o Permit Number: D07 -028 Issue Date: 03/12/2007 Permit Expires On: 09/08/2007 csi 12415 Steven M. Mullet, Mayor Steve Lancaster, Director permit and know the same to be true and correct. All provisions of law and ordinances er specified herein or not. ve authority to violate or cancel the provisions of any other state or local laws regulating thorized to sign and obtain this development permit. Date: 03/15_/ 7' This permit shall become mill 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. D07 -028 Printed: 03 -12 -2007 CITY OF TUKWILA Community Developmel epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 . htio://www.citukwila.wa.us 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 ** Site Address: / 3 7/ 4 -1 3 rci it 6" Tenant Name: f fe f,4 /�/ 5 l/' Property Owners Name: � ' t Mailing Address: / Z1 - grid ('t- 5 Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: E -Mail Address: Contact Person: E -Mail Address: Q:\Applications\Fonns- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh King Co Assessor's Tax No.: 2 6 1 20 " OK Suite Number: New Tenant: Tv KLA 1 (if City Floor: El .... Yes D ..No 1.011- cf816g State Zip CONTACT PERSON : wh o do we contact when your permit is ready to be issue Name: / !/t , /‹ d ! 7 C41L. ( Day Telephone: 1 1 2-1= B 02 -/ 5I Mailing Address: / 'a 8 6 4 ( 7 T r J *- ; z hi q 805 4 " � " City State Zip E -Mail Address: ,/'' /1 �fi Ai re° @. o L • C O ' Fax Number: 1. 1 2 S` Z Z 7" Z ! O 7 GENERAL CONTRACTOR INFORMATION (Contractor Information ;fofi.)■lechanical(pg4) for Plum andGas Piping(pg city Day Telephone: Fax Number: Expiration Date: State Company Name: Mailing Address: State Zip Zip City Day Telephone: Fax Number: l plans must b wet stamped b Company Name: f9 C= 51 61v ( C ) 1 C. l/ e !� 5 J _ Mailing Address: zg «Q pi, S r sx_ met) Aol-- (,m' V 7 Z City State Zip p n / � I ac / t f 00 Day Telephone: 360 " 7 3 "[ 6-5 Fax Number: 74 �` , -.76 5 l Page 1 of 6 Valuation of Project (contractor's bid p : $ 2 5; 0 OU Existing Valuation: $ Scope of Work (please provide detailed information): f f .N/ S j-�- 853 $ T�G Z- / - �� G�L L --' /� 5 G !i t-viC /ti6 6 J»g LNl tJ W Oo5 ` Sr6,1; 5" /d W/t 154-774 6 / 7 s - O/cl< 7-.94/7 3 Will there be new rack storage? ❑.... Yes . No If yes, a separate permit and plan submittal will be required. ct 2v s3 -6- v -� v -A) V -t 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: 2c)q 0 L-1 tie 6 g g ? J Sr A .1)-) Lot Area (sq ft): 65 • area of principal dwell 2 G� IQ 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: 2 — Compact: Handicap: Will there be a change in use? 0 Yes Q:Wpplications\Fonns- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material 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 ._ Fixture Type:' ; QtY' . ,� ' Fixture T !'� e : � _ . Qn' T Fixture Type: 'Qty ` " Fixture Type:" " Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain , Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory . Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUI WIN(s YD (SAS PIPING PERMIT INFORMATION-206-431-36 ' PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: / O - (2)1» Mailing Address: City State Zip Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: (, /ry) Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: QA Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Sewer: Cfr). Page 5 of 6 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. 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. Print Name: 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). BUILDING OWNE R AUTH GE Signature: Date: No,q - / pJ ja.As / 6 L. ) Mailing Address: l 6 £ - (Z r T/e f.LI= 5 Date Application Expires: Date Application. Accepted: Q:\Applications\Forns- Applications On Line\3 -2006 -Permit Application.doc Revised: 9 -2006 bh /3 6/07 Day Telephone: y v d A mo w C t 80 City State Zip Staff Initials: Page 6 of 6 1 Parcel No.: 2612000210 Address: 13714 43 PL S TUKW Suite No: Tenant: VO 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: D07 -028 Status: ISSUED Applied Date: 01/30/2007 Issue Date: 03/12/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: 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. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 15: 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 doc: Cond -10/06 D07 -028 Printed: 03 -12 -2007 City of Tukwila 16: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 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 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. 17: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 18: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 19: Sensitive Areas Hold Harmless Agreement shall be executed and submitted to Public Works prior to permit issue. doc: Cond - 10/06 * *continued on next page ** D07 -028 Printed: 03 -12 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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: doc: Cond -10/06 Date: D07 -028 Printed: 03 -12 -2007 Parcel No.: 2612000210 Permit Number: D07 -028 Address: 13714 43 PL S TUKW Status: PENDING Suite No: Applied Date: 01/30/2007 Applicant: VO RESIDENCE Issue Date: Receipt No.: R07 -00134 Initials: BLS Payment Date: 01/30 /2007 01:13 PM User ID: ADMIN Balance: $1,097.60 Payee: MARK J. ANTONIOLI TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - RES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Payment Amount: $710.52 Amount Payment Check 5763 710.52 Account Code Current Pmts 000/345.830 710.52 Total: $710.52 01/0 . -?? 1: a doc: Receipt -06 Printed: 01 -30 -2007 Parcel No.: 2612000210 Address: 13714 43 PL S TUKW Suite No: Applicant: VO RESIDENCE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Receipt No.: R07 -00342 Payment Amount: $1,097.60 Initials: JEM Payment Date: 03/12/2007 10:26 AM User ID: 1165 Balance: $0.00 Payee: BRIAN VO TRANSACTION LIST: Type Method Description Amount Payment Cash 1,097.60 ACCOUNT ITEM LIST: Description BUILDING - RES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts Permit Number: D07 -028 Status: APPROVED Applied Date: 01/30/2007 Issue Date: 1,093.10 4.50 Total: $1,097.60 TOTAL doc: Receiot -06 Printed: 03 -12 -2007 Project: Type of Inspection: Ad ress: / /37/e/ PL Date Called: Special Instructions: ,�,,Q ?I I_ ./ A ` � �/ � k k , ' `��-� V .. Date Wanted: '5 _ / c j - Ue p.m. Requester: Phone No: F �� p �,� o.ZO to e �f INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 proved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTION FEE REEUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. COMMENTS: Date: s , D Project: 1/4 / ?r-s / /(' i(( Type of Inspection: r /662 . /1/ Address: / 3 - Iii/ /3 "oz S Date Called: Special Instructions: Date Wanted: / / ` 7 m. Requester: Phone No ;.a 6- z yZ - off INSPE • ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: A 1 rat : .00 REINSPECTIO FEE REQUI ED. Prior to inspectiorf, fee must be aid at 6300 Southcenter Blvd.. S ite 100. Call the schedule reinspection. 'Receipt No.: IDate: Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit ve 72e PERMIT NO. f Project: Type of Inspection: zit t 3 6%,// 544,2, 544,2, ? Addre s: 1 �j� 5 Date Called: Special nstr ction : ' Date Wanted: a.m Requester: Phone No: L INSPE ION NO. Retain a copy with permit 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. Corrections required prior to approval. COMMENTS: ). ( OK 70 °' El $58.00 REI ECTION FEE-REQUIR Prior to inspection, fee must be paid at 6 0 Southce ert' Blvd, S e 100. Call the schedule reinspection. . INSPECTION RECORD Date: / (206)431 -3610 Project a Type of Inspection: ( 0 Address: 157 / 1/- y3 if Date Called: Special Instructions: Date Wanted: / a — e: — 67 Cujn P.m. Requester: Phone No: L INSPECTION RECORD Retain a copy with permit INSPECTION PIO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-36 COMMENTS: 'Inspector* Date: ie...... 2? roved per applicable codes. EJ Corrections required prior to approval. Ej $58.00 REIN CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: V . /4 7* r i -'o ' 7I� �v C � .1 � »-.-t (' vre e...,1 1r, r /� I' ev /6 ► n r ism f Y d 6 . / n - C G f t " ir 7` /6r- - e--1 v, rIA- fr 7`it,) t c /N r�� `/, / � TA /// w k 11 // // / /0 i.„, s' 7z�i✓ dill v , S c7/`- 7 1 -e ,421. 0 Aio 1 /{,;,✓ /`1 f/AZ % / Gr iy. /70/- /',mil�Hf 7 Gay a ?� /p- ',Le . /,,0i M. y Pe" s�41AP ikgw /7,J ',gA < / I - Pc i/Jb. --"" I y'/ 7 up /h r.o.%r5 — ' Project: vo Type of Inspection: 607 Y r 5 f. 2 Address: Aio Date Called: Special Instructions: ' Date Wanted: -7 / a o7 ..m p.m. Requester: Phone No: /? INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. I Z Corrections required prior to approval. 'Date: o7 El $58.00 REI CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6 0 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: `Date: 0 Project: , A , t . / , ?i. e , .; .- .: 6, -7 ., Type of Inspection: ::: : 1.,-,..4 // 7, Address: /37Pi-e/3 /4_5' Date Called: Spedial Instructions: Date Wanted: n. I Y:M:' Requester: Phone 2 roved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)431-36 0 EJ Corrections required prior to approval. COMMENTS: Dat/ 77 fJ $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project,. . A SI A fr A,l'I' Ze Type o ps,Rect.ion_ •7•• ;;;' .s-e!...0%-lrki Date Called: Address: Special Instruttions: / 27 ?? 9 ' 4 7 / ?'" 0 Date Wanted: 7---t97 P.m. Requester: Phone No: 2 -eZ .—- ‘/30 ( 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 70 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: , 7-2 EJ $58.00 REIN CTION FEE REQUIRED. Prior to inspection, fee must be paid at 63' Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: f Ad -s7�47 /J / r4)/ Date Called: Special Instructions: r /L1 /, / h, , i'l S 4/PA1 /�. .,� /y, Requester: �,a 5 � v-.7. /dam /^ I— )Vld Q �!o / � G 1 ?-7---i /y Go,- vt Pv's ce/1/ .11- ac (,4a"/ C0yNovr- Proje/ n Type of 1 tion: C. Ad -s7�47 /J / Date Called: Special Instructions: Date Wanted: a, 4 —25-67 C r 'm j , Requester: Phone Phone No: C i — i3$1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #14 50, Tukwila, WA 98188 Approved per applicable codes. 41 Corrections required prior to approval. Inspec INSPECTION RECORD Retain a copy with permit (206)431 -367 I $58.00 R SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite,100. Call the schedule reinspection. (Receipt No.: 'Date: Project: T Type of Inspection: • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 13 f.? 0 >J ( CtU Date: / Z - 8.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 10 . Call the schedule reinspection. 'Receipt No.: 'Date: PER O / r (206)431 -36 COMMENTS: 0 /1 1, "/.i / , 1 / hii ,, iC Pl 5 y'e L„ v e / 1 14 r > > o /tr,1Ali iii Special Instructions: Date Wanted: . cp- 6 a.m. p.m. Requester: Phone No: N Project: Project: / . Type of Inspection: . /c 7?, /..?? /Ay 6 Address: /37/V '/3 PG 5 Date Called: Special Instructions: Date Wanted: . cp- 6 a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER A y s (206)431 -3670 D Approved per applicable codes. C aorrections required prior to approval. J (hspect Date:_. ( 4 I,� ��_ / _. 7 fl REINSPECTION FEE RE UIRED. Pri6rto inspection. fee must be p a' at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Design I33uild Services, Ina.- Engineering & Construction 'Management 28.119 - 120th 5t. 5.E., Monroe, WA 98272 July 19, 2006 Mark Antonioli Marant Company, The 13860 - 177th Ave SE Renton, WA 98059 (425) 255 -9950 . , J Of Ywila 86i° 4NG DIukVISION As requested we have reviewed the structural impacts of a proposed 147 s.f. deck addition, as well as the addition of 2 windows and a sliding glass door, and stairway at the basement level. The additional lateral loading will be minimal and will not affect the existing walls or the main floor diaphragm. It appears the house was originally engineered for this option given the location of the hold -down straps. Reviewing the shear walls and shear wall schedule from the original house construction shown on sheets 3 and 6 of the drawings, and verifying the call outs against our calculations, the existing walls appear to be adequate. Subject: Vo Residence —13714 — 43 Place S., Tukwila On sheet 2, P1-4 is specified for the entire wall. We have only considered walls that are fully effective in the current code. The 2' -1/2" wall segment does not meet the minimum criteria to be used as an effective shear wall segment and was not used in our calculations. The edges of all new openings are to be nailed at that required for the P1-4 schedule on sheet 3. The hold -downs originally installed have adequate capacity for these changes, therefore, no changes are necessary. Supporting calculations are attached. We have also checked the deck/exterior wall interface. Three %" lags screws are required at 16" o.c. with a single rim in the existing wall, while only 2 at 16" o.c. would be required with a double rim. These calculations are on pages 4 through 6. I hope this adequately addresses the requ ed isREVIEWEEFFORy furt er questions or I can be of any further assistance please call me at t - a PLIANCE nODAVF 0 04. +06 EXPIRES. 12- 10- x./1..1' I Rick Heide, P.E. President Attachments ray 'one /Fax: (360) 793 -9659 Pager: (425) 359 -2362 E -mail: rheide'21139U®comcast.net 3 ilk r • . 'REVIEWED FOR C ODE COMPLIANCE FEB 2 6 2007 1 7 'Aft pent1t NO fTu BUILT NG DIV ON I OF .'AN 3 0 2007 -'ERMITCENTER NEW 0066 —NET/1(41-0471-Sr. I NEW STAIRWAY, DECKS, WINDOWS IN SHEAR WALLS PROPOSED MEDIA ROOM on top orb• concrete wall 44' above finished floor ro NEW BRDM Full height 8' concrete walls r L NEW PT 6r10 Existing PT 6x10 NEW PT 6r10 I l 114 10-0• r - EXISTING STHD14 -12J Moldova) ) IP1 Exietirp shear walls EXISTING LOWER FLOOR SCALE: 1M • 1'-0' 1. i 36" high guardrail NEW STAIRWAY FAMILY ROOM KITCHEN DINING ROOM LIVING ROOM EXISTING MAIN FLOOR SCALE: 1Ar • 1'-0' L 2 CAR GARAGE 4- 5 3 m 0 Sheet 2 17-0 i? 11'01? 6-6 1M 6-0 1H' 6'-6' 6-9 1? � -- -- 3 .26U !Ira 6.9'vs •1 / sr 0 . 1Z \ � \ \ I Q l i� \ 3' -06/6' 3-0 13116' I 1oa Z-96I4W — –6 — —. — 4W0' 1'.17 te'A• 1O'0 6• 3--r 26-4 s S ;s2 /3= D, %1 (SHEAR WALL SCHEDULE OF EXISTING HOME 02m3,p0 ePv, SHEARWALL SCHEDULE lE G44 G2 -'1 011-4 F1-6A Poi P44 V& CNE SCE OR - SAY Gne a'E ee 32' 63B iw SC ES OR SAF (3113 MO ems vM' 0,6211 cte ICE PI -3b usE 3x STUDS PANEL EDG1e P4Z USE 3x STUDS P2-4 P2-3 w osa TWO SIDES STAGGER S4EATH6le JOINTS &ICJ DGE P. RETEFRAUSER H M IlliT 3d COMER FLR ve . id COOLER FOR Mr • ed =MN as' r>� 6d =MN . 1 6 -i 4 3 2 4 3 4 3 3 3 3 e 716 16 Y15 71S ITS 715. SW . 40' SAY • 4F SW .4e' 3A' • 40' SIC • 4e' 3/C • 40' 54'• S/C.•24' 34' • IF SI0' • is' S4' •4' SS' • 46' b o � NAIL •41e ,09 33' t0' 14' I3' • 1 ' CLPB •33 CUPS .3. 2' PI I3d.8' 3d . IF 3d. lid • •• 16e1 • 3' Id • 3' 3d. 4' Ed•3' (1/ RG68 3d•4' 13d. 3' led • 3' Ed.3' i' lid • t' Mel • led •6' Md•3' 16d•0' I3d.•4 Md•3' CCR tIS d4 ST DEL RIM DJ ROBS 161 ST D8L R31 I6d.3' PLF QS RP 60 PLF 240 PLF 330 FLF 460 PUI' 545 PLF TOO PLF 900 PLF 102 FLF / C- ti A J S s Sheet 3 NORTH ELEVATION SCALE IN' • 1'-O SOUTH ELEVATION SCALE 1N• . 1'-O' End of NEW deck EAST ELEVATION SCALE W.1 brian vo residence elevations NEW 36' high Cedar guardrail NEW - deck N NEW PT 6x8 HPS1 NEW PT 6x6 poste wrCE66 8 CC66 NEW 18" diameter round footing Minimum 18" below finished grade u u SECTION A -A Existing PT 6x8 NEW PT 6x6 posts w/CC66 l / Tie beams w/NEW MST33 Existing PT 6x6 posts w/c866 8 CC66 Existing 18" diameter round footing NEW 1/7 galvanized thru bolt' nuts 8 washers Q 24" o.c. (3 minimum) uu NEW deck NEW PT 6x8 HF81 / NEW PT 6x6 poets veCE66 B CC6a NEW 18' diameter round footing u SCALE. 1!I.. Existing deck NEW 36' high Cedar guardrail Minimum 18" below finished grade c O Sheet 5 Brian Vo Residence 13714 -43rd Place South TukwAa, WA 98168 EXISITNG STRUCTURAL PLANS FOR A HOME REMODEL Drawn: June 15, 2006 foundation shear walls main floor shear walls upper floor shear walls residential design loads gravity roof dead load floor dead load wall dead load live load lateral wind seismic wind load roof slope roof upper floor walls basement floor walls wall shears upper floor basement floor seismic load load to east wall main floor added load basement floor . sheathing holddown deck basement floor Hold Down Schedule — Simpson or Equal Unit Shears w/o DL / �� \ HD 8' Wall HD 9' Wall story Design Build Services, Inc (360) "193- — Shear Wall Schedule — Rev 5d — 12/27/05 Unit Shears w/ DL HD w/1 HD w/2 Stories Tension NOTES: Based on 2003 IBC and Industry Standards assum8HF for wood material u.n.o. m-x won asheeted on one side. x2—x is sheeted both sides. Hold—downs are based m2004 Simpson memFirValues. Toenail use 0 rim to top plate requires 20% more nails than plate nailing values given 0 top plate. Toenails 9m-7/* only Per 23053.Jx:w ratio 11 max for shommck w0113. At wall sections w,41 ratio m/.5:1mu^ blocked. Sh^m"k walls not allowed in seismic zone E. Anchor bolts for Ilotd downs are to be A30n bolts m threaded rod with 2 nuts (janmm1). Min. Embedment length to be 12" In the footing. Simpson SST8 bolts can be subsituted per the Catalog call—outs. Rem is to be within 2 above and to the side m the head of the bolt and Simpson Strap Hold—downs. C)psurn Wall Nailing is for all supporting members lk wall to be unblocked unless noted otherwise. All OSB/Plywd walls to be blocked and have Min field nailieg 0 12 "A35 0 top plote only required if Rim Joist is ftush with Sheathing or 0 interior wall m canna: »exm—oailed. "no22 0 Rim Joist — 2x6 — 2,2081 2x10 — 1.8401, 2x12 — 1.474 — compare to above & use lowest value. ,^^ 3x Mudsill Required. 3x wall plates are required if sheeting is spliced on the pmte If spliced on rirn double rim required for 1 1/2 nail penetration. Note mudsill shear con be. different than the wall above, see calculation summary sheet. Alt wate with shears over 350/ft requlre 3x studs or biocking at panel joints. Dauble studs cnn be substituted when naied tc'gether at shear wcdl naling with 10d nails. All anchor bolt spacing between 350#/ft and 000#/ft has been reduced by 50% to allow use o' 2x plate. If 3x plate is used bolt spacing can be doubled in these cases. ALL ANCHOR BOLTS TO HAVE 2''X7''X3 WASHERS 7305.3.10. SHEATHING NAILING END STUDS (MIN) : 12d . I TOP PL. 1 SPACING UNBLOCKED! BLOCKED A35 1A35 — Detail 4 in Simpson Catalog H1 __ — Truss to top plate lateral H022**iHPAHD22 — 6" wall 0 outside corner HD22**1HPAHD22 — 8" wall 0 outside corner 164 254 146 226 264 354 364 454 450 415 1750 2210 lb 0 1.33 i lb 0 1.33 1 lb 0 1.33**I lb 0 1.33"i HD22";HPAHD22 — 6" wall min. 8" from corner 398 LR p REF APA 498 PANEL — Max Ratio 6:1 RESTRAINT PANEL w/rnin. 4x Header 1 600 Lb TOTAL 1 515 Lb/ ft. 16" LATERAL RESTRAINT 2'-0" or wider LATERAL Based on APA T20011-56 .Sc Draft 156 dated June 17, 1994— higher vaues are allowed based on FLO, design. 'ALL WALLS BLOCKED 5160 2880 STHD1OISTHD10/STHD1ORJ-8" wall 01.5" f. outside corner 306 272 . 406 506 2990 lb :iv 1.33 : STHD1O ST1-1D1O/STHD1URJ-6 wall 010 f. outside corner 326 280 426 526 3185 lb e 1.33 STHD1OSTHD10/STHU10RJ-8 wall 010 f. outside corner 382 339 482 582 3725 lb m 1.33 5THD14STHD14/STHD14RJ-5 wall 01.5 f. outside corner 440 391 540 8*0 4295 |b w 1.33 ST*D14STMD14/STHD14RJ-8 wall 01.5" f. outside corner 454 Hold Down Schedule — Simpson or Equal Unit Shears w/o DL / �� \ HD 8' Wall HD 9' Wall story Design Build Services, Inc (360) "193- — Shear Wall Schedule — Rev 5d — 12/27/05 Unit Shears w/ DL HD w/1 HD w/2 Stories Tension NOTES: Based on 2003 IBC and Industry Standards assum8HF for wood material u.n.o. m-x won asheeted on one side. x2—x is sheeted both sides. Hold—downs are based m2004 Simpson memFirValues. Toenail use 0 rim to top plate requires 20% more nails than plate nailing values given 0 top plate. Toenails 9m-7/* only Per 23053.Jx:w ratio 11 max for shommck w0113. At wall sections w,41 ratio m/.5:1mu^ blocked. Sh^m"k walls not allowed in seismic zone E. Anchor bolts for Ilotd downs are to be A30n bolts m threaded rod with 2 nuts (janmm1). Min. Embedment length to be 12" In the footing. Simpson SST8 bolts can be subsituted per the Catalog call—outs. Rem is to be within 2 above and to the side m the head of the bolt and Simpson Strap Hold—downs. C)psurn Wall Nailing is for all supporting members lk wall to be unblocked unless noted otherwise. All OSB/Plywd walls to be blocked and have Min field nailieg 0 12 "A35 0 top plote only required if Rim Joist is ftush with Sheathing or 0 interior wall m canna: »exm—oailed. "no22 0 Rim Joist — 2x6 — 2,2081 2x10 — 1.8401, 2x12 — 1.474 — compare to above & use lowest value. ,^^ 3x Mudsill Required. 3x wall plates are required if sheeting is spliced on the pmte If spliced on rirn double rim required for 1 1/2 nail penetration. Note mudsill shear con be. different than the wall above, see calculation summary sheet. Alt wate with shears over 350/ft requlre 3x studs or biocking at panel joints. Dauble studs cnn be substituted when naied tc'gether at shear wcdl naling with 10d nails. All anchor bolt spacing between 350#/ft and 000#/ft has been reduced by 50% to allow use o' 2x plate. If 3x plate is used bolt spacing can be doubled in these cases. ALL ANCHOR BOLTS TO HAVE 2''X7''X3 WASHERS 7305.3.10. A35 1A35 — Detail 4 in Simpson Catalog H1 __ — Truss to top plate lateral H022**iHPAHD22 — 6" wall 0 outside corner HD22**1HPAHD22 — 8" wall 0 outside corner 164 254 146 226 264 354 364 454 450 415 1750 2210 lb 0 1.33 i lb 0 1.33 1 lb 0 1.33**I lb 0 1.33"i HD22";HPAHD22 — 6" wall min. 8" from corner 398 353 498 598 3335 lb al 1.33**1 lb 0 1.60**1 lb 0 1.33 i HD22**1HPAHD22 — 8" wall min. 8" from corner STHD1OISTHD10/STHD1ORJ-6" wall 01.5" f. outside corner 521 295 463 262 621 395 721 495 5160 2880 STHD1OISTHD10/STHD1ORJ-8" wall 01.5" f. outside corner 306 272 . 406 506 2990 lb :iv 1.33 : STHD1O ST1-1D1O/STHD1URJ-6 wall 010 f. outside corner 326 280 426 526 3185 lb e 1.33 STHD1OSTHD10/STHU10RJ-8 wall 010 f. outside corner 382 339 482 582 3725 lb m 1.33 5THD14STHD14/STHD14RJ-5 wall 01.5 f. outside corner 440 391 540 8*0 4295 |b w 1.33 ST*D14STMD14/STHD14RJ-8 wall 01.5" f. outside corner 454 404 554 654 4430 |b 0 1.33 5TMD14 wall 014" from corner 493 438 593 693 4805 |b w 1.33 STHD141STMD14/STHD14RJ-8 wall 014" from corner 593 527 633 783 5785 |b m 1.33 HTT22 thITT22 w / 5/8 SSTB24 538 478 638 738 5175 7 |b A.B, / *D08 iHDQ8 w/ 7/8" 3STB28 730 649 830 930 6295 /b ci.■ 1.33 - ST24 !ST 6224 to |oiot — MST37 w/ rim 215 191 315 415 2190 sT + ST 6236 to joist — MST 48 w/ rim $.160 . | wSn50 0 rim 341 511 303 441 611 541 711 ----- 3505 4830 ----'----- 455 --- 5172 |WST72 #rim 595 528 595 795 6720 |b e 1.60 l Hold Down Schedule — Simpson or Equal Unit Shears w/o DL / �� \ HD 8' Wall HD 9' Wall story Design Build Services, Inc (360) "193- — Shear Wall Schedule — Rev 5d — 12/27/05 Unit Shears w/ DL HD w/1 HD w/2 Stories Tension NOTES: Based on 2003 IBC and Industry Standards assum8HF for wood material u.n.o. m-x won asheeted on one side. x2—x is sheeted both sides. Hold—downs are based m2004 Simpson memFirValues. Toenail use 0 rim to top plate requires 20% more nails than plate nailing values given 0 top plate. Toenails 9m-7/* only Per 23053.Jx:w ratio 11 max for shommck w0113. At wall sections w,41 ratio m/.5:1mu^ blocked. Sh^m"k walls not allowed in seismic zone E. Anchor bolts for Ilotd downs are to be A30n bolts m threaded rod with 2 nuts (janmm1). Min. Embedment length to be 12" In the footing. Simpson SST8 bolts can be subsituted per the Catalog call—outs. Rem is to be within 2 above and to the side m the head of the bolt and Simpson Strap Hold—downs. C)psurn Wall Nailing is for all supporting members lk wall to be unblocked unless noted otherwise. All OSB/Plywd walls to be blocked and have Min field nailieg 0 12 "A35 0 top plote only required if Rim Joist is ftush with Sheathing or 0 interior wall m canna: »exm—oailed. "no22 0 Rim Joist — 2x6 — 2,2081 2x10 — 1.8401, 2x12 — 1.474 — compare to above & use lowest value. ,^^ 3x Mudsill Required. 3x wall plates are required if sheeting is spliced on the pmte If spliced on rirn double rim required for 1 1/2 nail penetration. Note mudsill shear con be. different than the wall above, see calculation summary sheet. Alt wate with shears over 350/ft requlre 3x studs or biocking at panel joints. Dauble studs cnn be substituted when naied tc'gether at shear wcdl naling with 10d nails. All anchor bolt spacing between 350#/ft and 000#/ft has been reduced by 50% to allow use o' 2x plate. If 3x plate is used bolt spacing can be doubled in these cases. ALL ANCHOR BOLTS TO HAVE 2''X7''X3 WASHERS 7305.3.10. 04 -04 -2008 MARK ANTONIOLI 13860 177 AV SE RENTON WA 98059 RE: Permit No. D07 -028 1371443PLSTUKW Dear Permit Holder: City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or fmal inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 05/19/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, r Marshall, Pe1nit Technician xc: Permit File No. D07 -028 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 February 9, 2007 Mark Antonioli 13860 177 Av SE Renton WA 98059 Dear Mr. Antonioli, Sincerely encl File No. D07 -028 City of Tukwlla RE: CORRECTION LETTER #1 Development Permit Application Number D07 -028 Vo Residence —13714 43 P1 S If you have any questions, please contact me at (206) 433 -7165. 4 4 . 4 arshall hnician P:Vennifer■Correction Letters\2007\D07 -028 Correction Ltr #1.DOC jem Public Works Department: Joanna Spencer, at 206 431 -2440, if you have questions regarding the attached memo. Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit(s) 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 Planning and Public Works Departments. At this time the Building and Fire Departments have no comments. Planning Department: Brandon Miles, at 206 431 -3684, if you have questions regarding the attached memo. 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 throufh the mail or by a messen "er service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1 DATE: CONTACT: RE: ADDRESS: ZONING: February 6, 2007 Mark Antonioli D07 -028 1371443 PLS LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. The application has provided information under the accessory dwelling section of the building permit application. Please note, this property is not eligible to have an accessory dwelling unit. The converted must be part of the main residence. Please clarify your intent with the crawl space area. 2. The floor layout for the upper plan has not been completed. Please provide the total number of bedrooms the currently exist in the house. DATE: CONTACT: RE: ADDRESS: ZONING: February 6, 2007 Mark Antonioli D07 -028 13714 43` PL S LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. The application has provided information under the accessory dwelling section of the building permit application. Please note, this property is not eligible to have an accessory dwelling unit. The converted must be part of the main residence. Please clarify your intent with the crawl space area. 2. The floor layout for the upper plan has not been completed. Please provide the total number of bedrooms the currently exist in the house. O ► <--� NOT ol eke“ 6 11k4j 4 1 52.40-1 • PUBLIC WORKS DEPARTMENT COMMENTS DATE: February 8.2007 PROJECT: VO Residence (Fosterview Estates -lot 21) 13714 43 Place S PERMIT NO: D07 -028 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. The property owner shall execute the attached Sensitive Area Hold Harmless Agreement. Please note that if husband and wife own the subject property, then both their signatures need to be notarized. P: Joanna/Comment 1 D07 -028 DEPARTMENTS: Building Division Ar ubfic Works Complete Comments: TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -028 DATE: 02 -16 -07 PROJECT NAME: VO RESIDENCE SITE ADDRESS: 13714 43 PL S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Approved with Conditions E DUE DATE: 02-20-07 Not Applicable E Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 03-20-07 Not Approved (attach comments) ❑ DATE: Plannin g Division Permit Coordinator ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENT: Ikal Build Division Publi Irks Complete Comments: TUES/THURS ROUTING: Please Route Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -028 DATE: 01 -30 -07 PROJECT NAME: VO RESIDENCE SITE ADDRESS: 13714 43 PL S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued 01 6(i. 1-5' Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Structural Review Required Plkrii Division . k ° ❑ Permit Coordinator ❑ DUE DATE: 02-01-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 03-01-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) C Notation: REVIEWER'S INITIALS: DATE: Og 10 - Bldg ❑ Fire ❑ Ping 14 PW'] Staff Initials: Project Name: 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. -Y. Date: ' (0 I Plan Check/Permit Number: ❑ Response to Incomplete Letter # 'N] Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner (/O \e Project Address: 17)111 3 PL S Contact Person: PIA_ e ' , h�J h � 7 1 Phone Number: Summary of Revision: /kW✓lh5` I �Cti G�hV1c . Sheet Number(s): "Cloud" or highlight all areas of revision includin Received at the City of Tukwila Permit Center by: Entered in Permits Plus on lapplicationslfomu- applications on line revision submittal Created: 8 -13 -2004 Revised: date of revision P90' Steven M Mullet, Mayor Steve Lancaster, Director 0. CITYOFTUKWIIA FEB 1 6 2007 PERMITCENTER 49/5 2) .2— 12 Z? Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 sl w� �.. Mho, s 1 00.€4, . Above this line reserved for Recorder's use HOLD HARMLESS - SENSITIVE AREA Grantor/Borrower: ti F*1 1 VO 2 41.4 ILIA Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Document Reference Number(s): D07 -028 Section/Township /Range: se 15;z-3-4 Assessor's Tax Parcel Number(s): 2612000210 Property Legal Description (abbreviated): G or 21 P a sreiQv'zow 1 E74 re s COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page of SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between d2J / Vi k eetAl J2,4 PI-/AM, (Individual(s) (Corporation) , ( "Grantor), and the City of Tukwila, a Washington municipal corporation ( "Grantee "). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property") legally described in Exhibit A, which is attached and incorporated by reference. WHEREAS, a portion of the Property contains sensitive areas of potential geologic instability (potential slide areas) as depicted in Exhibit B, which is attached and incorporated by reference. WHEREAS, as a condition of the issuance of subdivision plat approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said subdivision plat approval, land use permits, and /or construction permits for the Property. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained -for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing subdivision plat approval and /or other development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described in Exhibit A, which is attached and incorporated by reference. COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page_ of _ 2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, agents, and assigns for any loss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permit(s) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 4. Grantor will maintain continuous insurance coverage as required by the permit authorizing the development. 5. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 6. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page_ of _ DATED this day of , 20 GRANTEE: CITY OF TUKWILA ATTEST: Mayor City Clerk STATE OF WASHINGTON ) ss. County of King On this day of , 20 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared and , known to me to be the Mayor and City Clerk, respectively, of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he /she was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. print name NOTARY PUBLIC in and for the State of Washington, residing at COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page_ of _ DATED this GRANTOR(s): GRANTOR(s): GRANTOR(s): individual(s) COUNTY OF KING - ' - fr‘ STATE OF WASHINGTON day of s s. Page _ of re_bruet 200 My commission expires: 1 " 1:9 v; On this 16 day of R -tvu' , 200 7, before me a Notary Public in and for the State of Washington, personay appeared ; an \(O , and Bet; R c. P , to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in this instrument, and on oath stated that he /she /they was /were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Name: • Qevo. A . At PA NOTARY PUBLIC, in and for the State of Washington, residing at EXHIBIT A LEGAL DESCRIPTION OF PROPERTY 1, a 2" 'a tee Vie COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page_ of _ CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 STATE OF WASHINGTON) COUNTY OF KING ) AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION ss. w A " V , states as follows: [please print] 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. e ) $1OgN J - � 4 , i • . 0 %%0 9N '0, N t. pUBUG • „A % 6 ..: 0 4 4 9 � , � .s- 16 -0 �= NI OF tAl1/4 \applications\8 -2004 affidavit in lieu of contractor registration APPLICANT PERMIT NO.: PDl---DV Signed and sworn to before me this 274 day of March , 20 D7. N NOTARY PUBLIC in and for�tate of Washington, Residing at /rmG/ , County. i Name as commissioned: /j /CZ t7. Dea c y My commission expires: 6'/6 -08 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications\8 -2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor; 12. An owner who contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 17. Contractors on highway projects who have been prequalified as required by. chapter 13 of the Laws of 1961, ROW 47.28.Q70'.with the department of transportation to :. perform highway construction, reconstruction, or maintenance work. 14 ; N tir r . SEPARATE PERMIT P,': WIRED FOR: ( Medianical Si( Bectrical i Plumbing 1 Gays Piping City of Tukwila BUILDING DIVISION RiMISLONS No chances shall be made to the scope c without prior cppr©evi 0 e �-+ .e.e Lei•= . I.�w�.�,.u43 NOTE: Revisions will require a now plan Linn n l and may include additional plan review fees. - e - Date: FILE S Permit No Plan review approval Is subject to errors and omission Approval cF c7..nstruction documents does not authorize the vioiatcn c: rn y ac -- cp :ed code or ordinance. Receipt of app; c:: -1 ; : • . - -d ,bons is acknowledged: B / Pl O3/ /1107 City of Tukwila BUILDING DIVISION -Met SITE PLAN 1"=10'-0" t 41 281 RESIDENTIAL ENERGY WSEC 2003 Heat Source - Gas forced air Single family - R -3 V -N New / remodel Heated area - 850 SF Vapor Barrier Floor: 6 mil visqueen Wall: PVA - Paint Ceiling: PVA - Paint USE OPTION 111 WINDOW SCHEDULE - (heated area) Milgard Vinyl Windows Low 'E' glass, U =.36 Skylights Milgard U = .58 Exterior doors U = .20 Ceilings: R -38 Vaulted ceilings: R -30 Walls above grade: R -21 Walls below grade interior R -21 exterior R -10 Floor above unheated: R -30 Slab on grade: R -10 NOTES: All door and windows to comply with the WA State Energy Code (1994 Edition) and shall bear labels of NFRC certification unless unless indicated as WSEC default values per schedule. All doors and windows scheduled are as indicated in the NFRC Certified Products Directory (1995 Edition) or as WSEC default values on Tables 10-6C (doors). $ • =' • t, �, . a� z• I. ,- $ Project summary Propoerty owner Brian Vo 13714 - 43rd Place South Tukwila, WA 98168 206 -790 -1384 Contact Mark Antonioli: 13860 - 177th Ave SE Renton, WA 98059 425 -802 -1888 Contractor: Owner Site address: 13714 - 43rd Place South Tukwila, WA 98168 Parcel ID # 2612000210 Legal description: Lot 21 Fosterview Estates SE 15234 Lot area: 6569 SF Lot coverage: Existing home & attached garage: 1370 SF Existing deck: 80 SF New deck: 147 SF Total: 1597 SF Percent lot coverage: 24.31% No increase in impervious coverage Project description: Finish 853 SF tall crawl space with 2 bedrooms, 1 bath and 1 media room. Included are (6) new windows, (1) new sliding glass door and stairway to upper floor_ Deck addition 147 SF. Project valuation: $35,000.00 A; _ RECEIVED FEB 2 0 2007 TUKWILA PUBLIC WORKS C�OF�TUI�M/ILA JAN 3 02007 PERMITCENTER MI Z W 0 VJ M CI) CD ^CU 0W : o) CO 1 (� Sheet 1 Finish Tower floor ■ a N NEW 18" 0 Concrete pier AO ;• A ei f :• 5 Niti Fireplace above New 2x6 joists NEW BRDM Q11ov Maintain 80" headroom @ all treads Jam':512:4 sr •w '.4 :4 5eAS' as a• • AWii!a' t 2' -11" 7' -0" 3'-0" NEW 6x88 HF #2 7050 tairway 2668 3 • 16" 0.c. �•� .;a I c ► 1 NEW BRDM Full height 8" concrete walls 1 50 CFM Fan / Vent $ I f t A ,- ► rL ► k 1 •�d i� 1 f A 0 ffr k 1 ov NOTE: Eggress windows to have opening no more than 44" above finished floor - EXISTING STHD14 -RJ Holdown - Existing shear walls PROPOSED LOWER FLOOR 20' -0" EW 6x8 HF# 4040 NEW PT 6x10 N V 0 11'-4" Lag deck rim to house w /(3) 1/2" bolts & washers (Stainless steel) @ 16" o.c. ung 1 O CV t X N I A C w� wall above 12 joists Existing 18" 0 Concrete piers NEW 18" 0 Concrete pier Existing PT 6x10 SEE ALSO SECTION A -A� 10' -0" VERIFY NAILING PER SHEAR WALL SCHEDULE ON SHEET 3. 28'-4" P Entire wall 6-0" 2-10" 4'-0" 2-1" NEW 6x8 HF #2 NEW 6068 NEW 4040 SL T NEW STAIRWAY, DECKS, WINDOWS IN SHEAR WALLS PROPOSED MEDIA ROOM C NEW PT 6x10 7' -0" 9 ih 1 9 NEW DECK Remove existing guardrails N 10' -0" — NEW DECK 1 6-3 1/2' DINING ROOM rail NEW 39" high guardrail NEV STAIRWAY FAMILY ROOM 28'-4" PROPOSED MAIN FLOOR 2 CAR GARAGE EXISTING DECK Add stairway 1 expand deck 4'-6" 3'-7" KITCHEN 7' -0" 4` 10112' ENT — Verify with (direct vent) fireplace manufacturer to type and material for �+ - • uardrail clearances in front of fireplace. O P t: - i# LIVING ROOM ki 44 4 p ++ ♦'s'- . ♦a�fi`.at ti.:•.a �:titaw`i�u♦.:.Sti w! tm- -.;.`i• .— . _ — ,-.0 ;r r or 11 0 4 ` s � t C4 • a- ... .. - �. , , , ..._. C - « . .i c : �K:+' vrvr sar ♦.•i'. ..•,ter ,.:. .•.f *iw•a -.tii: �S.Y Ya ice,.... rrrr � -►�rrr err �•.4 -- -- 6 • o ,1 . NI v 1�CZ11.� l■ o k i 2' 11" 3'- 31/2 2' -3" 4'-O" 4' -0" 3' -T' a� .101 ■ ♦ I A .f .p ► SCALE: 1/4" = 1'-0" ! 1 0 •, kl pj Ag to ♦ 0. 4 A Of Tukwi la ....1 \ r1 �oN It. NG A 1 RECEI D CIT11 KINILA 14 1 JAN 3 0 001 PERMITCEI .TER T A 20'-0" 9 r 0 W CO al co oa - P < N . CO r �— CO ▪ a2 �� o a a co • $ V C 1 a - N co w Sheet 2 Des gn Bul(d Services, Inc (360)13 -9659 - Shear W Rev 5b - 7/t2/O4 17' -01/2" 11' -3 1/2" 8'-6 1/4" 8' -6 1/4" 5 5'- 91/2" 70 \ /5r./40 _ 5d Wallboard or o.c. 1 2X4 WIFISTM ri r coati% it ar whin ---- 1 -"'-- - -_-n- Irrc�+ri'�r Sfear.! . !ist is!+.r.+ ! .z JJ:r:.�ir 1 . -.� �yy r•- .- ... -. -_� � t.fu.�r -�-- -- .r• 100 r T .` , ! i i4 t i ! ri / • / i Y 10 / $ 3 ,y El ' . i ! i I �: / I i. / 1 b 1 i. / • i ! ! 3 ii I I : i I • i f' Sd Wallboard 04 o.c- s• + i'4 NI 47 0 AI } •:Ji v i 6 i i y4 ! i y i ' 0 tot Z16 L I. 216 L A�. �..} R1. ..w..lAA ..A.J.RA..a...AA ..1.I ...................... ..A .a..e .... . �1 ' -0 "o.c. 1 2' 9 6' 14 1/2" SEMI 5 8" Sheetrodc 6d Wallboard 0 4" o.c. '-- 6 "o.c. - 175 OM 1 2' Sheetrock 4 4 '4.4 .ft: 0 vt I - 9'o.c. 1 ` 0 6' / "' i re: 1 f' OM LRA •° r ' _ ' I r� i +a •s ii = r w�+ + ..'�...' i . t r i • arr ri�.e±+ I 250 . 300 16" LATERAL RESTRAINT PANEL - Max Ratio 6:1 w /min. 4x Header N4 „ Z16 L 2' -0" or wider LATERAL RESTRAINT PANEL 4 I I *• i . O16 "ac 4 •DF 260 S1 -6 7 16" OSB ‘6 2 -2X4 1 -2X6 1 Row 97" \ - :.' 1/2" 0 6' $ 7'-6 114” 7 16" 0S9 7 16" OSB 8d @4'o.c. or 1 • • St • • le 92.5" 2 2X4 2X6 1 Row 05" 1 2" 9 4' ,,,,,.• , ill I I ' c) r 380 Sd 03'o.c- A \ \ .v i pr ' 1 1 . 5 8" 01.r ....!.0 490 7 16" OSB 1Dd 02 "o_c. 1 -DFit2 -4x4 a 1 1 4 1 1 � � o r ► ►1 ! \ � r i p � S2 -6 7 16" OSB 1 \ 3-2x4 2 -2x6 1 Row 93' 'o.c. 5 6' 0 1.5' j � t4 520 52-4 • r..� r. �► J. 1. I� +�L+rJ�f �61. +- J ^} }fir} .Qi4 •a7r_O.i +'_ �� f S,:.f ill '41 \ 5 8' 9 2.7'' 1 760 0 8d 41 t3 "o.c ! 2 Raw 03.5 (---1.) klot tit \\ :. 9130 7 7 16" OSB 10d 192 "o.c. 1 -1)F; 2 -4x6 2 Row 02` I 5 8" 9 1.3''+* 1260 P ._1 - - _ W r t ,.961E 01. HD w/1 HD w/2 HO 8' Wail HD 9' Wall story Stories Tension M. : v/ A35 M. KA•. ihRh1 .•s1sM.1r.+.+AVA.Rr.4 450 rr ory - Truss to t.. • ate lateral 415 lb 0 1.33 HD22** HPAHD22 - 6" wall 0 outside corner 164 146 • 264 • 364 1750 Ib 0 1.33" 1 I HPAHD22 -- 8' wall 0 outside corner 254 226 354 454 e rr.• -• t.. ie•.+.•. lb 0 1.33' . w 1'.1 4 w •• ! : 3335 ib 0 1.33" 11111 . • 5160 �rr4��4r�rr..0.r r3- _r.r= .=+�_•rr ^._ .-+�L1 �_ f Q STHDIQ STHD10R1 wail 01.5" f_ outside corner 295 262 395 495 i � rn r ' STHD10 3111010 TH010RJ -8" wail 91.5' f. aitisi le comer 306 272 406 506 2990 lb 0 1.33 $ a A 4 ' I A // I 04.-.4.4.44.-4.,i, . ': !: 'fi 4. i 4 � 1 ::�4 IBNE n1 CO� L -� �` P 1 � ,�"4 4 ...e °g FEB Z 6 , ,° I 'J ` !� ) \I I ��N . - - E \ . r 7 n - -, STHD14 STHD14RJ - 6" wall 91.5" f. outside corner 440 391 540 640 J�*L FPi eitimr �i lb 9 1.33 ST1.1014 . i / y gi r____2l k\ 1 '- - QP (�`• , MU 1' -10" / / • / 4 / / / s / / / \ \ \ / / / / / / 4805 Ib 0 1.33 STHD14 1i J 1 / 2 2"6 / / HTT22 w 8" X 12" M.B. or SSTB24 533 478 638 738 �r':.r"I���i 1,.... lb A-9. 3' 5/8" 3' -013/16" 1 2' -9 9/16" 71.0 5'-0' - - --•-- --- -5--O'er -- 10 2190 10' -0" 3505 3'-8" M5T60 0 rirn 511 455 611 711 28'•4 Ib 0 1.60 MST72 0 rim 595 528 695 795 6720 Des gn Bul(d Services, Inc (360)13 -9659 - Shear W Rev 5b - 7/t2/O4 SHEATHING NAILING END W} STUDS A 'OP i'L.. 1 /A'A B SPACING UNi3LOCK2 ► BLOCKED 1 ' Sheetrock 5d Wallboard or o.c. 1 2X4 WIFISTM ' -6 "0,c 1 2` 9 6' 100 125 1 2" Sheetrack Sd Wallboard 04 o.c- ' -0 "o.c. 1 2' 9 6' 150 SEMI 5 8" Sheetrodc 6d Wallboard 0 4" o.c. '-- 6 "o.c. - 175 OM 1 2' Sheetrock 5d Wallboard 9 7' o.c- - 9'o.c. 1 ` 0 6' 200 250 OM LRA 1 2" $heetrock Wallboard 9 4" o.c. 2•-2X4 -2X6 -5 "o.c. 1 2' 9 4• 250 . 300 16" LATERAL RESTRAINT PANEL - Max Ratio 6:1 w /min. 4x Header 600 Lb TOTAL 2' -0" or wider LATERAL RESTRAINT PANEL 515 Lb/ ft Based on APA T20011 -56 & Draft 156 dated June 17, 1994- higher cased an H.D. design. ALL WALLS BLOCKED O16 "ac Edge Nailing HF acin •DF 260 S1 -6 7 16" OSB 8d 06 "0.c. or 16. Sto• e 04" 2 -2X4 1 -2X6 1 Row 97" - 0 "a.c. 1/2" 0 6' MI ® En 7 16" 0S9 7 16" OSB 8d @4'o.c. or 1 • • St • • le 92.5" 2 2X4 2X6 1 Row 05" 1 2" 9 4' ► 380 Sd 03'o.c- 2 -2X6 3-2X4 1 Row 94" 1 . 5 8" 01.r ....!.0 490 7 16" OSB 1Dd 02 "o_c. 1 -DFit2 -4x4 2 Row 92 -5 o.c 5/8" ; 2.5 630 770 S2 -6 7 16" OSB 8d 06 "o.c - 16 • st • • le 94" 3-2x4 2 -2x6 1 Row 93' 'o.c. 5 6' 0 1.5' 430 520 52-4 7 16" OSB 8d 94 "o.c. or 16• st• •le 92.5" 2 Row 05` "o.c. 5 8' 9 2.7'' 1 760 7 16 OSB 8d 41 t3 "o.c 2 Raw 03.5 a 5/8" * 2''"** :. 9130 7 16" OSB 10d 192 "o.c. 1 -1)F; 2 -4x6 2 Row 02` . 5 8" 9 1.3''+* 1260 1540 Hold Down Schedule - Simpson ar Equal Unit Shears w/o Unit Shears w/ DL HD w/1 HD w/2 HO 8' Wail HD 9' Wall story Stories Tension M. A35 A35 - Detail 4 in Sim .son Catal .. 450 Ib 9 1.33 ® H1 - Truss to t.. • ate lateral 415 lb 0 1.33 HD22** HPAHD22 - 6" wall 0 outside corner 164 146 • 264 • 364 1750 Ib 0 1.33" HD22*" HPAHD22 -- 8' wall 0 outside corner 254 226 354 454 2210 lb 0 1.33' . w HPAHD22 - 6" wail min. 8" from corner 398 353 498 598 3335 ib 0 1.33" HD22"+ HPAHD22 - 8" wall min. 8" from comer 52` 463 621 721 5160 Ib 0 L60" S711D10 STHDIQ STHD10R1 wail 01.5" f_ outside corner 295 262 395 495 2880 Ib 0 1.33 STHD10 3111010 TH010RJ -8" wail 91.5' f. aitisi le comer 306 272 406 506 2990 lb 0 1.33 S7HD10 S7HD10 STH01ORJ -6" wall 910" f. outside comer 326 290 426 526 lb 9 1.33 STH010 STHD1Q S1HO1ORJ - 8' wall 010" f, outside corner 382 339 482 582 lb 9 1.33 STHD14 STHD14 STHD14RJ - 6" wall 91.5" f. outside corner 440 391 540 640 4295 lb 9 1.33 ST1.1014 STHD14/STHD14RJ - 8" wail 91.5' f. outside canner 454 404 554 654 4430 Ib 0 1.33 STH01 • 5 THD141RJ -6" wall 914" from comer 493 438 593 693 4805 Ib 0 1.33 STHD14 1i STHD14 STH014RJ -8" wall 914" from corner 59 527 693 793 lb 9 1.33 HTT22 w 8" X 12" M.B. or SSTB24 533 478 638 738 lb A-9. PHDS PHDB w 7 B` SST828 730 649 830 930 6295 Ib 9 1.33 MUST MIST Mil MAI 6224 to foist -- 1.49737 w rim 215 191 315 415 2190 Ib 6236 to joist - MST 48 w/ rim 341 303 441 541 3505 Ib @ 1.60 M5T60 0 rirn 511 455 611 711 4830 Ib 0 1.60 MST72 0 rim 595 528 695 795 6720 lb 0 1.60 NOTES: Based on 2003 IBC and Industry Standards assume HF fix wood material u.n.o. x1 -x *alt is sheeted co one side. x2 -x is sheeted bath sides. Hold -downs are based an 2034 Timpean Hernfr V luea. Tetrad use 0 ran to top plate requites 20Z more nails than plate nofalg values given a top plate. Toms 0 GI -7/4 only Per 230 3 it it* ratio 2:1 molt for sheetrock wens, Ail wall sections tr/liW ratio of 1. 1 to be blocked, S'heetrock wails not allowed in seismic axes 0 & E. Andmr bills fen Hold downs are to be A307 bolts or threaded rod with 2 nuts Conned) Lim Embedment length to be 12' in the (oothg Simpson SIB belts awn be subsituted per the Catalog catt- outs. Reber is to be within 2" above and to the sir; of the head of the bolt and Simpson Strap Hold- downs, awskun tYaI Nang is for ail supporting members k wall to be unblocked unless noted otherwise. AO QSBJpiyrd wails to be blocked cud hire tan veld no ling ti fr 0.c.. 4 .435 0 top plate only required if Rim Joist is flush with Sheathing or 0 interior wail & cannot be toe-nailed. a 11022 9 fin Joist - 2x6 - 2,20$t 2x10 - 1.844 2412 - 1.4721 - compare to above & use lowest value. v"' 3x Rates ore recivired. Not modal shear an be different than the wag above, see ctxdoNan summery sheet Ail watts with shwa over 350# /ft require 3x studs or blocking at panel plats AI anchor bait spacing between 3300 and 6001/ft has need teamed by 50% to dot us" of Zr plate if 3x plate is used bolt spacing can be doubled in these oases. ALL ANCHOR BOLTS TO HAVE 2 "X2 "X3/16 WASHERS 2305.3.10. l FOR MODIFIED WA or / windows (Copied from engineering report dated July 19, 2006) 28'-4" EXISTING UPPER FLOOR PLAN NO WORK TO BE DONE ON THIS FLOOR FOR REFERNECE ONLY 1/4" = 1' -0" RECEIVED ILp JAN 3 0 7001 PERMITCENTER z 1..1. 0 0 w 0- 0- 0) w 0 wco 03 CO 0o) TS Q co co 1 � v, co W 4 '2 stn ti N d ° re; rrr Sheet 3 Brian Vo Residence THE MARANT COMPANY FOR A HOME REMODEL Drawn: July 24, 2006 NORTH ELEVATION SCALE: 1/4" = 1'-0° New SL New 5(40 SL SCALE: 1/4° = 1'-0" 1 7 WINIVEranr ........... MNE i ■_________________ ____ i ii ..............r. . in ■._______.�i■ imium�� ■ 1in • 1. ....._.___ii...i..... r :=rrr= • . � - 3$'s . .1111 ■ =■.■.�■1 i.i i ......... . �r i lw i AlIMIZZEIwIIIIII w�w.... wsupiw == == �i1111 1111 4040 End of NEW deck L (Egc SOUTH ELEVATION ■. - .i.i....... ..i .. .... . i ......... . i.i....� .. ...r .. .ri ����n � 11 11 =�.�. ..� i.i.i... r rr. ■.iii......ii A i 1111... 1111 1 L L T L 1 r1 i L � 11 l I i 11 Po -aq ___ • _ _ _ _ 1 ____ - _ _ � _ � _ -- _ �■IA — !' MI MOP — 11..■ 11 11. --- 1- ----- MM 1741%.1111 .r ----- -MMMM— •11011111111M .r 1-- ..Iw.■I■■r■■...=r.l 11111 — M Iw.111.■�I.1 1 I.■■IMM=1 ■MM7 sir i■laiEr4251415; IMlwr =MIMI MIS MN NI IMPUIIMMIIIIIIIIIIM==•11=1111111 Mr' ---- ------ - - - - -- — = _:= = = =_ _____ _r rr .--- -- - -- 1_Z I r 1_.1_.111■ _____ r �____ ■____ - - � r I____________ - ■IIIII ■ ■11111111111111■ ■ ■111I111I1II111■ ■ ■■■11111 ■ ■ ■ ■� 1 1 1 11IIIII 1111■ 1111111 1 11 .11... . 11.11■..... 1111■ IIIIIIIY ■ ••u• 1 x11 111111111111■ )40 SL EAST ELEVATION Deck addition SCALE: 1/4" = 1'-0" Coop c ° FOR �LIANCE l li's'a•t"' " FEB 2 6 Mil City Of Tukwila BUILDING D Deck adchge CITY OF TUKWILA JAN 3 0 7007 PERMITCENTER Sheet 4 (Copied from engineering report dated July 19, 2006) DECK DETAIL ZMax NO SCALE NOTE: All hangers, hardware and fasteners in contact with pressure treated material to be Stainless Steel or Simpson ZMax. See handrail notes. Page 13 NEW 36" high Cedar guardrail NEW deck "Grippable handrail° See Stair Notes. Retum to wall at every termination. Z 7 7 " 1/7 Plywood risers. 1 1/8" wondertread treads. -- ),_ l \ 1 It -� 2x6© 12 "O.C.for " 11 stair landing ` It ` ti II II Handrail " ( -- 5 -TYPICAL STAIR DETAIL 'l SC?!. t2" = ' -0" 5/8" - Type 'X' drywall on all surface on the bottom side of stair construction where there is any human access to under the stair section. f 2x4 thrust block cut into stair 3 2x12 stair jacks. jack and anchored floor. 3/4" T&G COX plywood underlayment SCALE: 1/2' = 1' -0" Existing 2x10 floor joists g16" o.c. STAIR CONSTRUCTION: 3-2X12 Stair jacks at each section. Maximum horizontal run - 8' -0" without bottom support Glue and nail stair treads and risers. Firebiock between between all studs at stair jacks. STAIR NOTES: The greatest riser height or tread run length within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Existing deck Handrails: Stairways shall have at least one handrail, and handrails shall be installed on open sides of stairways. The top of handrails shall be placed not less than 34 inches or more than 38 inches above the nosing of treads. They shall be continuous the full length of the stair. Ends shall be returned or shall terminate in newel posts or safety terminals. Handrails projecting from a wall shall have a space of not Tess than 1 -1/2 inches between the wall and the handrail. The handgrip portion of handrails shall not be less than 1 -1/4 inches or more than 2 inches in cross - sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion shall have a smooth surface with no sharp comers. Headroom: Every required stairway shall have headroom clearance of not less than 6 feet 8 inches measured vertically from the tread nosings to the nearest soffit above. Guardrails: All unenclosed floor and roof openings. open and glazed sides of landings and ramps, balconies or porches which are more than 30 inches above grade, or the floor below, and roofs used for other than service of building shall be protected by a guardrail. Guardrails shall riot be less than 36 inches in height, except on stairways where they may be 34 inches. Open guardrails and stair railings shall have intermediate rails or an ornamental pattem such that a sphere 4 inches in diameter REVIEWED FOR CODE COMPLIANCE b� w as C 4 Afta ,9 r) FEB 2 6 1007 City Of Tukwila BUILDING DIVISION NEW 36" high Cedar guardrail NEW deck 1.0 WU PERMITCENTEA JA r 0 O Sheet 5 - _\I t Tie beams w /NEW MST30 1 '1' �C r, INN stayr. 1 I H2.5 @ends NEW PT 6x8 HF #1 New PT 2x8 HF#2 @ 16" o.c. w/TK Cedar deck. Simpson 1-11 clip each joist. NEW PT 6x6 — --- Existing PT 6x8 - PT & CC66 _ — — — H2.5 @ends NEW PT 6x8 HF #1 New PT 2x8 HF #2 @ 16" o.c. w/TK Cedar deck. Simpson H1 clip each joist. NEW PT 6x6 posts — posts w /CB66 & CC66 ( Existing 6x6 posts w /CB66 i �� NEW 1/2" galvanized thru bolts, nuts & washers @ 24" o.c. (3 minimum) NEW PT 6x6 w /CB66 & CC66 NEW 18" diameter round footing NEW 18" diameter round footing posts w /CC66 Existing 18" diameter round footing Minimum 18" below finished grade RECEIVED CFTUK A _� CI SECTION A -A Minimitm 111" hAlnwfinishpri nrarip . AN 3 n'inn u _..._._. e 0, (, rV R. r tat 3.0 (2-, . `4 ta li � " V2-'1 .. (Copied from engineering report dated July 19, 2006) DECK DETAIL ZMax NO SCALE NOTE: All hangers, hardware and fasteners in contact with pressure treated material to be Stainless Steel or Simpson ZMax. See handrail notes. Page 13 NEW 36" high Cedar guardrail NEW deck "Grippable handrail° See Stair Notes. Retum to wall at every termination. Z 7 7 " 1/7 Plywood risers. 1 1/8" wondertread treads. -- ),_ l \ 1 It -� 2x6© 12 "O.C.for " 11 stair landing ` It ` ti II II Handrail " ( -- 5 -TYPICAL STAIR DETAIL 'l SC?!. t2" = ' -0" 5/8" - Type 'X' drywall on all surface on the bottom side of stair construction where there is any human access to under the stair section. f 2x4 thrust block cut into stair 3 2x12 stair jacks. jack and anchored floor. 3/4" T&G COX plywood underlayment SCALE: 1/2' = 1' -0" Existing 2x10 floor joists g16" o.c. STAIR CONSTRUCTION: 3-2X12 Stair jacks at each section. Maximum horizontal run - 8' -0" without bottom support Glue and nail stair treads and risers. Firebiock between between all studs at stair jacks. STAIR NOTES: The greatest riser height or tread run length within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Existing deck Handrails: Stairways shall have at least one handrail, and handrails shall be installed on open sides of stairways. The top of handrails shall be placed not less than 34 inches or more than 38 inches above the nosing of treads. They shall be continuous the full length of the stair. Ends shall be returned or shall terminate in newel posts or safety terminals. Handrails projecting from a wall shall have a space of not Tess than 1 -1/2 inches between the wall and the handrail. The handgrip portion of handrails shall not be less than 1 -1/4 inches or more than 2 inches in cross - sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion shall have a smooth surface with no sharp comers. Headroom: Every required stairway shall have headroom clearance of not less than 6 feet 8 inches measured vertically from the tread nosings to the nearest soffit above. Guardrails: All unenclosed floor and roof openings. open and glazed sides of landings and ramps, balconies or porches which are more than 30 inches above grade, or the floor below, and roofs used for other than service of building shall be protected by a guardrail. Guardrails shall riot be less than 36 inches in height, except on stairways where they may be 34 inches. Open guardrails and stair railings shall have intermediate rails or an ornamental pattem such that a sphere 4 inches in diameter REVIEWED FOR CODE COMPLIANCE b� w as C 4 Afta ,9 r) FEB 2 6 1007 City Of Tukwila BUILDING DIVISION NEW 36" high Cedar guardrail NEW deck 1.0 WU PERMITCENTEA JA r 0 O Sheet 5 THE MARANT COMPANY 13860. 77TH AVE SE RENTON, WA 98059 1425) 265 -9050 Brian Vo Residence 13714 - 43rd Place South Tukwila, WA 98168 EXISITNG STRUCTURAL PLANS FOR A HOME REMODEL Drawn: July 24, 2006 .1. I f ii l to 1 4, 1 f, a :..t X. UAL TYPE F48ot, SONG - ;(4: -ta e, a 4-.#1 SCR $ EATS# % JON * 2 ST P4NEL. 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Il - n... _::.�. . ,.... ... ...,:e �....,.:.•. -_.,+, ,..�:a:.- <.....•: ��....::. c,.a:a,:a: •_ � : _•.. ,:.. ate F � +--•� ......... �y .v . ti p r'iifl r�7t 1n. )111M1 � 5 ?: whim roar Al Ill w�t:....,r...:.' Mil•` r___ E, OM& . Ilia[ °I�1111�'1 rMF,t 1�� F IIM.w ::::t ti 3 1t! mu!�3 s! Pti r 111111M111100.111111111111111111 ummit111111111111M 111111',111M. NOV 111111111111110=11111 MEOW ' lam'!} #: �1��, Aiostisinoss 1 } • omi , ir I - i 1 110111111111V 1 ; 14 r 0) CD CD C THE MARANT COMPANY 13860. 77TH AVE SE RENTON, WA 98059 1425) 265 -9050 Brian Vo Residence 13714 - 43rd Place South Tukwila, WA 98168 EXISITNG STRUCTURAL PLANS FOR A HOME REMODEL Drawn: July 24, 2006