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Permit D07-094 - LAYNG RESIDENCE - FOUNDATION
IAYNG RESIDENCE 5320 S 137 ST D07 -094 City#f Tukwila Department of ommunity 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 DEVELOPMENT PERMIT Parcel No.: 0003000095 Address: 5320 S 137 ST TUKW Suite No: Tenant: Name: LAYNG RESIDENCE Address: 5320 S 137 ST, TUKWILA WA Owner: Name: LAYNG CONOR C +ROBYN H Address: 5320 S 137TH ST, TUKWILA WA 98168 Phone: Contact Person: Name: CONOR LAYNG Address: 5320 S 137 ST , TUKWILA WA 98168 Phone: 206 909 -8163 Contractor: Name: OWNER AFFIDAVIT - CONOR LAYNG Address: 5320 S 137 ST, TUKWILA WA 98168 Phone: 206 - 909 -8163 Contractor License No: Permit Number: D07 -094 Issue Date: 09/07/2007 Permit Expires On: 12/15/2008 Expiration Date: DESCRIPTION OF WORK: CONSTRUCTION OF FOUNDATIONS FOR EXISTING PIER POST PORTIONS OF HOUSE AND NEW ADDITION. ADDITION TO EXISTING STRUCTURE AND BASEMENT. PARTIAL DEMOLITION AND REMODEL (INTERIOR) OF KITCHEN, BATH, AND DINING. PUBLIC WORK ACTIVrI Y INCLUDES: EROSION CONTROL AND STORM DRAINAGE. REVISION # 1: MOVE KITCHEN AND DINING ROOM WALL AN ADDITIONAL 2 FEET EAST. CHANGE RESULTS IN TOTAL ADDITION OF 244 SF OF LIVING SPACE (160 SF ON 1ST FLOOR, AND 84 SF OF BASEMENT) AND 224 SF OF DECKING. Value of Construction: $33,661.08 Type of Fire Protection: AUTO FIRE ALARM Type of Construction: VB Fees Collected: $1,336.64 International Building Code Edition: 2003 Occupancy per IBC: 22 * *continued on next page ** doc: IBC -10/06 D07 -094 Printed: 07 -07 -2008 City (&Tukwila_ o% �y Department of ommunity Development .� 1G) 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 �( Phone: 206- 431 -3670 1908 Fax: 206 - 431 -3665 Web site: http://Www.ci.tukwila.wa.us Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: Hauling: N Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Number: 0 Permit Number: D07 -094 Issue Date: 09/07/2007 Permit Expires On: 12/15/2008 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 C.Y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Permit Center Authorized Signature: l Date: `� —0 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or a performance of work. I am authorized to sign and obtain this development permit. -7 J zoo Signature: Date: o `� Print Name: Z— D h 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 D07 -094 Printed: 07 -07 -2008 i fly. City+f Tukwila Department of ommunity 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 DEVELOPMENT PERMIT Parcel No.: 0003000095 Address: 5320 S 137 ST TUKW Suite No: Tenant: Name: LAYNG RESIDENCE Address: 5320 S 137 ST, TUKWILA WA Owner: Name: TAYLOR SHELDON Address: 5320 S 137TH, SEATTLE WA 98168 Phone: Contact Person: Name: CONOR LAYNG Address: 5320 S 137 ST, TUKWILA WA 98168 Phone: 206 909 -8163 Contractor: Name: OWNER AFFIDAVIT - CONOR LAYNG Address: 5320 S 137 ST, TUKWILA WA 98168 Phone: 206 - 909 -8163 Contractor License No: Permit Number: Issue Date: Permit Expires On: Expiration Date: D07 -094 09/07/2007 03/05/2008 DESCRIPTION OF WORK: CONSTRUCTION OF FOUNDATIONS FOR EXISTING PIER POST PORTIONS OF HOUSE AND NEW ADDITION. ADDITION TO EXISTING STRUCTURE. ADDITION TO EXISTING BASEMENT. PARTIAL DEMOLITION AND REMODEL (INTERIOR) OF KITCHEN, BATH, AND DINING. Public Works activity includes EROSION CONTROL AND STORM DRAINAGE. Value of Construction: $33,661.08 Type of Fire Protection: AUTO FIRE ALARM Type of Construction: VB Fees Collected: $1,278.64 International Building Code Edition: 2003 Occupancy per IBC: 22 * *continued on next page ** doc: IBC -10/06 D07 -094 Printed: 09 -07 -2007 a io 1908�� City o*Tukwila Department of ommunity 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 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: Hauling: N Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Number: D07 -094 Issue Date: 09/07/2007 Permit Expires On: 03/05/2008 Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 C.Y. Fill 0 C.Y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Permit Center Authorized Signature: WA—- (�j Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: ��lirn Date: 7 s 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 D07 -094 Printed: 09 -07 -2007 f 11111 � • � � _'-, 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 Parcel No.: 0003000095 Address: 5320 S 137 ST TUKW Suite No: Tenant: LAYNG RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: D07-094 Status: ISSUED Applied Date: 03/19/2007 Issue Date: 09/07/2007 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: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: 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. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: 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. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 15: All electrical work shall be,inspected and approved under a separate permit issued by the City of Tukwila Building doc: Cond -10/06 D07 -094 Printed: 09 -07 -2007 o, x'12 a� iG, W� V'9 isoa Department (206- 431 - 3670). • • 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: htW: / /www.ci.tukwila.wa.us 16: 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. 17: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 18: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 19: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 20: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 21: 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. 22: Any material spilled onto any street shall be cleaned up immediately. 23: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 24: CONTRACTOR SHALL FOLLOW ALL conditions of May 22,2007 Geotech Review letter by Gary A. Flowers, Geotechnical Consulting at (206) 417 -7640. * *continued on next page ** doc: Cond -10/06 D07 -094 Printed: 09 -07 -2007 Z Q :i0 N 2 1908 0 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 0 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: G Print Name: cVl 0 Date: doc: Cond -10/06 D07 -094 Printed: 09 -07 -2007 CITY OF TUKMI11 Community Development Department Public Works Department Permit Center '` teoa 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http ✓lwww. ci. tukw ila. wa. us SITE LOCATION Site Address: -55Z Tenant Name:— Property Owners Mailing Address: Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. _-:�o e "a Public Works Permit No. Project No. or office use only) 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" , l 3 7f-h S 7 King Co Assessor's Tax No.: 000 3D 00 �S Suite Number: Floor: New Tenant :: ❑ ..... Yes El.. No city state Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Corrc'r' LQ Day Telephone: [ W6 Mailing Address: city state Zip E -Mail Address: Fax Number: GENERAL CONTRACTOR INFORMATION — I (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (va 5)) Company Name: Mailing Address: city state Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Mailing Address: city state Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company N Mailing Address: city state Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Q:1Applications\Forms- Applications On Line\3 -2006 - Permit AppGeation.doc Revised: 9 -2006 Page I of 6 bb BUILDING PERMIT - 206 -431 -3670 Valuation of Project (contractor's bid price): $ /5000-3 ��^* Scope of Work (please provide detailed information):1�0 /7 S f/6►C f/ C Pie GS'7C C�'7`7�� �s C� LiC',-t Q nod e `� eXi S �LL4 C ,--e_, d r �Gv► Existing Building Valuation: �'1 C(— lacra °tC qAC e )Cl S �r'✓ S Q/ c �- cows C�I-e •-�+ � x'17'`. Will there be new rack storage? ❑ ..... Yes [11No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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): 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: Handicap: Will there be a change in use? ❑ ....... Yes [+/... No If `yes ", explain: FIRE PROTECTIONMALAUOUS MATERIALS: ❑ ....... Sprinklers ....... Automatic Fire Alarm ❑ .......None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes Id ......No If `yes', attach list ofmaterials 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. Q \ApplieationsTonw- Apphcauons On Lme\3.2006 - Pemut Apphcahon.doe armed: 9-2006 Page 2 of 6 bh Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 5 5 5 2-tf 2 Id Floor 3 rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck 3 0 Uncovered Deck O 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): 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: Handicap: Will there be a change in use? ❑ ....... Yes [+/... No If `yes ", explain: FIRE PROTECTIONMALAUOUS MATERIALS: ❑ ....... Sprinklers ....... Automatic Fire Alarm ❑ .......None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes Id ......No If `yes', attach list ofmaterials 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. Q \ApplieationsTonw- Apphcauons On Lme\3.2006 - Pemut Apphcahon.doe armed: 9-2006 Page 2 of 6 bh 0 0 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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 � ermit 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 OWZ=7 ORIZED AGENT: r Signature: Date: (g mar ?-O-C7 Print Name: Co n O,-.,- L Q rl �' _ Day Telephone: G P63 Mailing Address: -53 ZO S 13 7-�'� Sf / kkV -f �pt IAJA ?&6',(?' city state Zip Date Application Accepted: O _ j'� bo � Z�,II Date Application Expires: � I rG � � l b StafiInitials: Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9-2006 Page 6 of 6 hh ,VILA, w City of Tukwila o y'2 Department of ommunity Development -1 1-4 6300 Southcenter Boulevard, Suite #100 W� I Tukwila, Washington 98188 Y Phone: 206 -431 -3670 1908r Fax: 206 -431 -3665 Web site: http://Www.ci.tukwila.wa.us RECEIPT Parcel No.: 0003000095 Permit Number: D07 -094 Address: 5320 S 137 ST TUICW Status: ISSUED Suite No: Applied Date: 03/19/2007 Applicant: LAYNG RESIDENCE Issue Date: 09/07/2007 Receipt No.: R08 -02441 Payment Amount: $58.00 Initials: WER Payment Date: 07/07/2008 04:01 PM User ID: 1655 Balance: 1 $0.00 Payee: CONOR LAYNG TRANSACTION LIST: Type Method Descriptio Amount ---- - - - - -- ----- - - - - -- ---- - - - - -- ------ - - - - -- Payment Check 1105 58.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 58.00 Total: $58.00 4562 07/08 4711 TOTAL 58.44 doc: Receipt -06 Printed: 07 -07 -2008 ILA, w City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 uai�t .1 Tukwila, Washington 98188 Phone: 206 -431 -3670 1908 Fax: 206 -431 -3665 Web site: http : / /Www.ci.tukwila.wa.us RECEIPT Parcel No.: 0003000095 Permit Number: D07 -094 Address: 5320 S 137 ST TUKW Status: APPROVED Suite No: Applied Date: 03/19/2007 Applicant: LAYNG RESIDENCE Issue Date: Receipt No.: R07 -01923 Payment Amount: $890.16 Initials: WER Payment Date: 09/07/2007 04:39 PM User ID: 1655 Balance: $0.00 Payee: CONOR LAYNG TRANSACTION LISTi Type Method Description Amount ---- - - - - -- -- - - - - -- --------- ------------ Payment Check 1025 - - - - -- ------ - - - - -- 890.16 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- BUILDING - RES ---------- - - - - 000/322.100 -- ------ - - - - -- 209.18 PLAN CHECK - RES 000/345.830 388.48 PW BASE APPLICATION FEE 000/322.100 250.00 PW PERMIT /INSPECTION FEE 000/342.400 19.00 PW PLAN REVIEW 000/345.830 19.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: $890.16 2599 09110 1710 TOTAL 890.15 doc: Receiot -06 Printed: 09 -07 -2007 City * Tukwila 0 epanwwnt of ommunity Develo pment 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206431 -3665 Web site: http. /hvww. ci. tukwila. wa. us RECEIPT NO: R07 -00392 Initials: jEM User ID: 1165 Payee: CONOR LATNG SET ID: 0319 SET TRANSACTIONS: Set Member Amount -- -- - - - - -- ------ - - - - -- D,07 -094 388.48 PG07 -068 158.00 TOTAL: 546.48 SET RECEIPT Payment Date: 03/19/2007 Total Payment: 546.48 SET NAME: LAYNG RESIDENCE TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- ---------- ----------- - - - - -- - ----- - - - - -- Payment Check 1011 546.48 TOTAL: 546.48 ACCOUNT ITEM LIST: Description ------------------------ Account Code Current Pmts - PLAN CHECK - NONRES - - - -- ---------- - - - - -- 000/345.830 ------ - - - - -- 388.48 PLUMBING - RES 000/322.100 158.00 TOTAL: 546.48 Doc: RECSETS-06 INSPECTION RECORD J y Retain a copy with permit INSPE70N N0. PERMIT N0. /CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 fZ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: j44- Type of Inspection: Address: Date Called: Speciallnstructions: Date .anted:. a.m. /Z— m Requester: Phone No: �E�Approved per applicable codes. Corrections required prior to approval. 2 COMMENTS: � t �r%1rT fit/ –' ����+�✓� � �' Psi ✓��'�� '�% :INSPECTION FEE REQUIRED. Prior to next inspection, fee must be id /at 6300 Southcenter Blvd., Suite . 00. Call to schedule reinspection. 1- r.s�.... -- �w -.._ .r= _: --� � 1 � ..-ter �r>....�., -- _. , . �- -r . -• r -��C' '; "a. '�' INSPECTION RECORD Retain a copy with P ermit FD INSPECTION NO. PERMIT NO. - -- CITY:OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 `c., (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro'ect: % • l 'Lid- c� Type of Inspection: - f r , A (o Addre s: Y �. om, Date Called: ) s� (A— Special Instructions: Date Wanted:. _ Requester: Phone No:�+��� nApproved per applicable codes. / Cor ctions required prior to approval. 9 COMMENTS: Inspector:_ f Dater / REI,NSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD yRetain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670. . Permit Inspection Request Line (206) 431 -2451 Project: 1 ke-S. �e-A Type of Inspection: f--A , _ 0,9 o Addr ss: 1:1 5 . 2z S, i3 9 S Date Called: Special Instructions: Date Wanted: 3 / a.m. "'f '" .m. Requester: L Phone No: -71D 1493 Approved per applicable codes. E Corrections required prior to approval. LJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ( INSPECTION RECORD Retain a copy with permit Fo o INSPECTION 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r-A 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: p� �� Type of Inspection: ` IBS, ' b Address3 U S tar] Dat Called: Special Instructions: Date Wanted X23 —'� a.m. Requester: / Phone N Approved per applicable codes. Corrections required prior to.approval. COMMENTS: Inspg or: Date: r ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection INSPECTION RECORD j�O Retain a copy with permit D ` �Q� INSPECTION NO. PERMIT N0� CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: /J6 a � Type of Inspection: A� - A`-' � 0 Address- - 3 U S ry ??�) 9 Date,C,_0 )f -- ce ' _!� (� v{ Special Instructions: Date Wanted- 0 `� a.m. 3 .3 Requester: Phone No: ( —q n —3 2,0 EJApproved per applicable codes. corrections required prior to approval. COMMENTS: � Wit,/ ✓/ `vv < //ldSz /� 7'v� � /ice • 6,,1 y y_ Inspec r Dat 5-v -rte 0.00 REINSPE ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ipt No.. T'E.!. t�.... �,^'„ r�?�r?... RM .�54_- •2 ✓....•�_TV'^]`r1.s"]r� Date: A R <:f AA INSPECTION RECORD Retain a copy with permit J —6�k] INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,` #100, Tukwila, WA 98188 (206)431 -3670 Proj ct: L v 6 Type o Ins ection: � rr��� Address: Date Called: Special Instructions: Date Wanted: a. Requester: Phone No: /? ,o ( Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 3-��t —cam ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a lire, ti; - e-,- A-� INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.;' #100, Tukwila, WA 98188 (206)431 -3670 Proj t e Type of spection: c Address: '3 Zr) S • 3 Date Called: Special Instructions: Date wanted a. J2-5 p.m. Requester: 0 Phone (o Approved per applicable codes. Corrections required prior to approval. COMMENTS: f` A C -A r rz Ilnspe�ior. A A {, /` /l [ IDate� $60.0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ceipt Date: <.; --.�. ���,.. yh-- •- .r -�-:�� �.A „_ .,_T r�'r- .,-<�-:- .rte•%: ^ ---, - - �.,....: t•�,.���`-- -ti.Y.. ,.'-� II �.� C c R INSPECTION RECORD _ Retain a copy with permit D07- OCI INSPECTION NO. PERMIT N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila, WA 98188 (206)431 3670 Project: ,A"1 - R, S . Type of Inspection: FRA,.o V (vweef(ow Address: Date Called: 532- 0 S 1:? -7 Y Special Instructions: Date Wanted: 3- Z. (- - - a.m. 1U .m. Requester: Phone No: 206, -`1 cU FlApproved per applicable codes. IaCorrections required prior to approval. COMMENTS: aSs�"— ff/l�it/.D � /1.���oc/S. r4•itiC(� /;9TH r�fl /- %��Y ��t-1 P-✓ lh�- � 3 tl4re z1� - is $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ipt No.: Date: 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 1 (206)431 -3670 Project: G - Type o Inspection: S r n A Addre s• � S . 1 ^ �`�(� 5 S Date Called: Special Instructions: J Date Wanted: a.m Requester: Phone -No. 9 C9 Approved per applicable codes. ❑ Corrections required prior to approval. I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. pt No.: . _ JDate: . . . INSPECTION RECORD Retain a copy with permit INSPECTION NO. Do7 a9Y i-PERMIT NO. ` CITY OF TUKWILA BUILDING DIVISION I" 6300 Southcenter Blvd:; #100, Tukwila, WA 98188 -. (206)431. -3670 Project: Re-5 Type of Inspection: Address: -5320 S /37 ST Date Called: Special Instructions: Date Wanted: a. .5 - S _ V '5 p.m Requester: Phone No: t/ ('Approved per applicable codes. F1 Corrections required prior to approval. I--I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule r-einspection. Receipt No.: Date: INSPECTION RECORD z v z-1 _OE Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: n Type of Inspection: Address: S3U J /37'S7 Date Called: " Special Instructions: Date Wanted: .d 2 — 210 O p.m. Requester: Phone No:. _ 50q Approved per applicable codes. EJ'co required prior to approval. COMMENTS: P J ee Inspector: :- J Date: v� Z -7�� F] $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: INSPECTION RECORD 0,7, 0 Retain a copy with permiti b INSPECTION NO. A, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, *100, Tukwila, WA 98188 (206)431 -36 0 Project ` 06 �� E'S, G � Type of nspection: r -ro w r, �f � c Aj Address: ► p� 53 2b Sam 13 7 Date Called: Special Instructions: ORequester: Date Wanted: i 5 a . `p.m. Ph one Non �o��+✓J U /� ffApproved per applicable codes. Corrections required prior to approval. L—j paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: X INSPECTION RECORD i Retain a copy with permit -- INSPECTION NO. PERMIT NO. ' CITY OF TUKWILA BUILDING DIVISION f- 6300 Southcenter Blvd ' #100, Tukwila, WA 98188 ' `, (206)431 -3670 Proje t: 741YAi� Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. 4"' — _ U � p.m. Requester: Phone o�,,,; 1 rApprovecl per applicable codes. ❑ Corrections required prior to approval. // COMMENTS: /1 _ n� e- . 0 c P : . -f e t ,v k--;[— S 3�c f-,> f-,> -tj .. 'I A e— iv 4r s (,ems - As '(,\S C n Ilnspect * G" T ,�. 1V 1 a ` IDate: $60.00 REINSPECT16N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �-� 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 Pr ?ct: �C Alit"A/G t� Type of Inspection: 1407-1 Address: Date Called: Special Instructions: Date WWanted, 9 ^�� m P• ? Requester: Phone N Approved per applicable codes. Corrections required prior to approval. N COMMENTS: J�A �jD P $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: INSPECTION RECORD /n� Retain a copy with permit JD r J 6q4 I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; ` #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Addre s: 3 fi Date Called: Special Instructions: I Date Wanted: a.m.. Requester: Phone No: � V t ❑ Approved per applicable codes. ID Corrections required prior to approval. COMMENTS: f J� s e K-)(ef !, e Sri-, ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ipt No.. Date: 'T + -s °. •. y..�%'.. ++'v' "17i1's.- °f.'i• �i'r I�LM1 —w.. cf .e.'9':''.. ..'S'i .^ .t?'. - ^.� F INSPECTION RECORD ���� ©Q Retain a copy with permit !! (?p INSPECTION NO. PERMIT NO. `i"L} CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Ins ttion: q (Y� . Date Called: / Special Instructions: Date Wanted: a.m. 'J Requ ter: i 1 no Phone o: / Approved per applicable codes. COMMENTS: r Gp V)1addeJ LAj2. Ok- +o bazk -F-,It 'Pr rtct %e-d Corrections required prior to approval. 99 �i o nspector: 05 Date: & /! I r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Addr,ess,-U Date Called: Special Instructions: Date Wanted: t +' a.m. p.m. Requester: -- Phone No:� aApproved per applicable codes. Corrections required prior to approval. . COMMENTS: o ' 7D -=n nspector: 6 a ( Date: E] $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. teceipt No.: Date: Gary A. Flowers, PLLC Geological & Geotechnical Consulting 1953212th Avenue NE Shoreline, WA 98155 -1106 May 22, 2007 Project No. 07 -047 FrLE Cop Conor and Robyn I..dyng 5320S. 1371h Street.' Tukwila, WA 98168 Subject: Geotechnical Review Letter Single Family Residence Remodel /Addition 5320 S. 137°i Street, Tukwila, WA Development Permit Application No. D07 -094 Dear Mr. and Mrs. Layng: REIZEWED FOR CODE CO MpLIANCE npPlp.(97M ECG AUG 31 Z Of Tukwila, As requested, we have completed a review of the subject site located at the above noted address in Tukwila.. This report presents our findings, conclusions and recommendations for the proposed remodel /addition project. SUMMARY Batted on our review of the existing site conditions, published geologic map of the area and proposed development on the site, it is our opinion that the current site and slopes are stable, the planned development, when completed in accordance with our recommendations, will have no adverse impact on the slopes. INTRODUCTION Overview This report addresses our review of the steep areas on the site, any proposed mitigations, shallow ground water issues and geotechnical design parameters for the project in accordance with the Planning Division Comments dated March 19, 2007. The parcel no. for the site is 0003000095. Due to the small size and simplicity of the project, and the relatively shallow slope on the site, it is our opinion that a full soils report is not required for this site. Our scope of work included a reconnaissance of the site and surrounding area, observation of current small excavations on the site, probing the site with a T- handle soils probe, review of published geologic maps of the area and review of the submitted plans for the addition and remodel work. Cary A. FMwers, PLdC- 19532 1e Avenue NE shoreline, wwhington 98155 -1106 206417 -7640r � RECEI Y �/ �® I N C O M P ETE MAY 2 4 2007 L T R # DOI 094 PERMIT CENTER Lcgvng Residence Geotechnica/ Services Letter 5320 137`t' Ave S, Tukwila, Wael h ton Background The planned development consists of a small 124 sf addition on the north side of the house, an 84 sf addition to the basement and a 260 sf deck at the northeast comer of the house. In addition, new footings and stem walls will be added for structural support of the existing house that currently only has posts atop concrete pads. Existing rockeries will be partially rebuilt as needed. These rockeries are less than 4 feet tall and are typically less than 3 feet tall. New storm water, wall and footing drains are being added. Only minor grading is required to complete the project. To the best of our knowledge there were no other reports completed for the subject site or for adjacent sites. This report was completed bused on plans sheets 1 -7, dated March 18, 2007, by Conor L.ayng. PuW2se and Scope The purpose of our review was to evaluate the shallow subsurface soil and ground water conditions on the site, determine if there is any potential for adverse impact.-, to the slope arcs of the site due to the planned construction and provide recommendations for the development and construction. Due to the small size of the project a full geotechnical report with subsurface investigation was not warranted. Investigations Summary As stated above, due to the small size of the project a full geotechnical report with subsurface investigation was not warranted. Our review was limited to observation of existing conditions on the site, including small excavations that were made prior to our arrival, probing the site soils with a T- handle soils probe and researching available literature and published maps. Our site reconnaissance was performed on March 28, 2007. Existing Site Conditions The subject parcel is approximate) 6,000 sf in size and is located at the northeast corner of the intersection of 56'h Avenue South and 7h Street in Tukwila. The site address is 5320 South 137' Street. The parcel is bounded on all sides by existing single family residences and the street intersection. An existing single family residence is located on the northern portion of the site. A concrete patio, sidewalk and stairway are all located to the south of the residence. The existing house is a single story, wood framed structure over a partial daylight basement. The house is very old and other than the basement area consists entirely of a post and pad foundation system. Many of the posts have rotted and require replacement. The property is located on a gentle east/northeast facing slope. Based on the site plan provided to us by the client, total relief across the site is on the order of 18 feet over a horizontal distance of 100 feet with a slope gradient on the order of 18 percent. Several small rockeries provide grade separation throughout the property. The rockeries are typically 2.5 to 3 feet tall. The site is heavily vegetated with landscape bushes, flower beds and lawn grass. Cary A. Flowers, PU.C. 14532 1e Avenue NF. Shading, Wwhingtm"I55 -I 106 206417 -7640 2 LaynR Residence Gewechnical Services Letter 5320 13 e Ave S, Tukwila, Washington "here were no indications of large scale, small scale or surficial instability of the site observed during our field reconnaissance. The site is relatively wet and flowing water was observed emanating from the slope above (west of) the existing residence where a small excavation was made prior to our arrival. The water is shallow and appears to be interflow water flowing atop the underlying hardpan layer or may reportedly be related to a buried storm pipe in this area. Gcolo is c Setting Landforms in this region, including most of the local bays and inlets, comprise a system of erosion modified, glacially sculpted features. The land in this area is formed by Pleistocene age glacial deposits. Deposits of glacial till and outwash sediments from the last glaciation of the area overlie materials from earlier glaciations. Older glacial and interglacial deposits are exposed in steep slopes and drainage tributaries along the shoreline of Lake Washington. Eocene age bedrock of the Renton Formation underlies the glacial sediments in this area The latest occurrence of glacial ice within the vicinity is thought to have taken place during the later stages of the Pleistocene Epoch (some 11,000 to 12,000 years ago), and is referred to as the Vashon Stade of the Fraser Glaciation. Some 3500 to 4500 feet of ice is thought to have overlain the region during this period. As stated above the site is located on a relatively gentle cast/northeast facing slope. Total relief on the project site is 18 feet. Total relief of the overall slope system is 70 to 80 feet. The site is located near the middle of the overall slope that eventually terminates at Interurban Avenue South. According to the Geologic Map of King County, WaMingron by Booth, Harrgerud and .Sackel, 2002, the site is mapped as near the contact of Vashon age recessional outwash deposits (Qvr) and Vashon age glacial till (Qvt). Subsurface Soil Conditions Existing excavations on the site confirm the presence of glacially consolidated sediments presumed to be till (Qvt) at shallow depth. Probing around the subject parcel (away from the basement walls) with a T- handle sails probe indicates probe refusal at shallow depth on dense underlying soil anticipated to be glacial till. Ground Water Conditions Shallow ground water was observed flowing atop the glacially consolidated soils. This water is either interflow or may be related to an upslope drain line. lnterflow is shallow ground water that is perched atop the underlying, relatively impermeable, native soils (till). Interflow follows the underlying topography which for this site is downward to the east. In either case, the ground water flow is expected to be seasonal and will also vary quickly in response to local weather conditions. Gary A. Flowers, PLLC. 19532 126 Avenue N1 %tweline, Wmhin" 93155 -1106 206417 -7610 1,Wng Residence Geotechnical Services Letter 5320 13 7 ' Ave S, Tukwila, Washington Subsurface Contamination This item is not applicable to our study at this time. DISCUSSION AND CONCLUSIONS Based on our evaluation the subject site is suitable for the planned addition/remodel. The existing residence is very old with an insufficient foundation system. The planned remodel changes, including new footings and stem walls to replace the existing post and pad system, will dramatically improve the foundation support for the existing residence. The planned additions may be supported on typical, shallow spread footing foundations. Necessary grading on the relatively gentle slope will be minor and will in no way impact the overall stability of the slope. Shallow ground water observed on the site should be intercepted above the house and discharged into an approved storm water conveyance system. Slone Stability The core of the slope is comprised of glacially consolidated sediments with excellent strength characteristics. At the low declivity of the site (18% slope) these sediments are inherently stable with a gross stability factor of safety in excess of 1.5 under static conditions and 1.1 under seismic conditions. The planned minor development will not have an adverse impact on this slope stability. Fill soils and unconsolidated glacial sediments that my overlie the consolidated glacial sediments at shallow depth may be subject to movement as a shallow, colluvial type movement or a debris flow if allowed to become saturated. '11wse types of movement are typically less than a couple of feet in thickness and will not occur in the absence of adverse ground or storm water related conditions. Keeping soil stockpiles covered and proper management of both storm water and ground water will sufficiently mitigate the potential for this shallow earth movement. Seismic Considerations The nearest fault zone to the site is the Seattle Fault Zone located about 3.5 miles to the north. As such, the potential for sur&cial rupturing of the site is low. The potential for seismically induced landsliding is low for a large scale, rotational type slide due to the inherent strength characteristics of the underlying glacially consolidated sediments. The potential for a shallow colluvial or skin slide is moderate when the ground is saturated. However, the colluvial layer at the subject site was only l to 2 feet thick and any seismically induced landslide event would be minor in nature. Control of storm water and ground water will eliminate or reduce the water load to the sur6cial soils and reduce the potential for shallow, seismically induced, earth movement. Due to the density of the underlying glacially consolidated sediments the potential for liquefaction on this site is nil. Based on the encountered stratigcaphy, it is our opinion that any earthquake damage to the proposed structure, when founded on suitable foundation bearing strata in accordance with the recommendations provided in this report, would be caused by the intensity and acceleration associated with the event and not any of the above - discussed impacts. Gary A. Flowers, PLLC. 19532 126 Annuc W. 5hmdine, Wwhingmn 98155 -1106 206 - 417 -7640 Lgvng Residence Geutechnical Services Letter .5320 137 ' Ave .S, Tukwila, Washirton Design of the project should be consistent with 2003 International Building Gale (IBC) or International Residential Code guidelines. Site Work Required site grading for the planned project will be very minimal. Encountered sediments will be moisture sensitive when disturbed. The soils may require moisture conditioning prior to use as structural fill. All soil stockpiles should be covered during inclement weather. In order to mitigate the hazard of erosion during construction, silt fencing should be installed along the lower portion of the site in accordance with City of Tukwila written guidelines. The silt fence should be periodically checked and maintained, as needed, during construction. Disturbed areas should be revcgetated as soon as practical. Stability of open excavation cuts daring construction will depend on the nature and consistency of both modified and naturally occurring soils, as well as the presence of ground water and surface runoff. For planning purposes, temporary unsupported cuts of I H to IV (horizontal to vertical) are considered appropriate for granular fill soils and weathered zone soils, above the level of ground water activity. Temporary unsupported cuts of .5H to IV or less, up to a maximum height of 6 feet, are considered appropriate for dense to very dense glacially consolidated sediments where ground water seepage is not present. Where ground water seepage is present shallower slopes may be required. Sloping and maintenance of all excavation cuts in soils during construction should be made the responsibility of the owner /contractor, as he/she is continuously present at the job site to observe the nature and condition of the excavation soils. The owner /contractor should make themselves aware of, and become familiar with, applicable local, state, and federal safety regulations, including current OSHA excavation and trench safety standards. Construction site safety and code compliance is the sole responsibility of the owner /contractor. Retaining Structures No retaining structures are planned except for the basement walls. All walls over 3 feet in height should have a wall drain comprised of at least 12 inches of washed rock, or an approved drainage mat, that extends from about 2 feet below ground surface to the footing drain system. The basement walls should either be designed to City of Tukwila or IRC common standards or be designed by a licensed Mural engineer. Any wall over 8 feet tall should be designed by a i licensed structural engineer. ,i Rockeries It is our understanding that any rockery construction on the site will be simple rebuilding of existing rockeries. We further understand that no rockery over 3 feet tall is planned on the site. Rockery construction should typically follow the guidelines outlined in the Associated Rockery Contractors (ARC) Standard Rock Wail Construction Guidelines. The existing rockeries on site Cary A. F'towns, PLLC. 19532 12" A,,Vw NE shoriine, washingm 99155 -1106 206417 -7640 Layng Residence Geotechnical Services Letter 5320137`J' Ave. Tukwila, Wavhi:Won do not currently have a drainage layer behind the rock wall. All rock walls that are rebuilt should have a drainage layer installed. Foundation Support Both the new basement walls and the new footings to replace the existing post and pad support elements, should utilize a typical, shallow spread footing foundation design. The footings should be keyed a minimum of 6 inches into the underlying glacially consolidated sediments. Verification of suitable bearing capacity should be provided by a representative of this firm at time of construction. RECOMMENDATIONS Site Cradinnand Earthwork All foundation and rockery excavations should penetrate through any loose, organic or disturbed soils to expose undisturbed, glacially consolidated sediments. In both the existing excavations and based on probing, the glacially consolidated sediments are shallow on the site. Both foundations and rockeries should be imbedded a minimum of 6 inches into the suitable bearing sediments. If any soil is to be reused as structural fill it should be within f4 percent of optimum moisture content, be placed in maximum 8 inch thick lefts with each lift compacted to a dense and unyielding condition prior to installation of the succeeding lift. Soil that is either too wet or too dry may require moisture conditioning prior to use. As per the reviewed plans, total planned grading on the site is minimal. Temporary Shoring and Retaining Walls Temporary shoring is not required for this project and the only retaining walls are the new basement walls. City of'rukwila or IRC standard details for the basement wall construction are provided on the plans. No further design recommendations are required. Suitable soil boring capacity of the soils should be verified prior to footing concrete placement. The drainage layer shown on the basement or foundation wall details should be a minimum of 12 inches thick and should not extend within 18 inches of ground surface. Rockeries Rockery construction will be limited to rebuilding existing rockeries that are 2 to 3 feet in height. Although not required for such small rockeries, construction should generally follow the guidelines provided by the Association of Rockery Contractors (ARC). Suitable drainage (clean crushed rock) should be installed behind all reconstructed rockeries. Reinforced Soil Structures This item is not applicable for the project. Cary A. Flowers, PLLC. 19532 12° Avenue NF. Shoreline. Washington 98155 -1106 206.117 -7640 Layng Residence Geutechnical Services Letter 5320137d' Are S. Tukwila. Washingron Structure and Foundations It is our understanding that the project has been designed to incorporate either City of Tukwila or IRC or IBC standard footings for a two story residence. These designs should be sufficient given the encountered conditions. if a structural engineer is consulted for further design work the following seismic design parameters are recommended. In accordance with the 2003 IBC, the following values should be used: Site Class C (Table 1615.1.1), Ss = 145% (Figure 15161-1 j) and S = 49% (figure 1516[21). Shallow foundations may be used for support of the planned structure when placed on undisturbed native sediments. Hearing soils were generally encountered at shallow depths throughout the site. An allowable soil bearing value of 2,000 psf may be used in the design of these footings, including both dead and live loads. An increase of one -third may be used for short -term wind or seismic loading. Perimeter footings for the proposed building should be buried a minimum of 18 inches into the surrounding soil for frost protection and should be embedded a minimum of 6 inches into the undisturbed sediments. Lateral loads can be resisted by friction between the foundation and the supporting soils, and/or by passive earth pressure acting on the buried portions of the foundations. We recommend using a passive equivalent fluid pressure of 250 pcf and a coefficient of friction of 0.35. The foundations must be backfilled with structural fill compacted to at a dense and unyielding condition to achieve the recommended passive resistance The structural fill must extend horizontally outward from the embedded portion of the foundation a distance equal to at least three times the embedment depth over which the passive resistance is applied. These values are allowable and include a factor of safety of at least I .S. Floors For any slab -on -grade floors we recommend that the exposed soil beneath the slab be undisturbed or be recompacted to a dense, unyielding condition. These soils were typically very fine grained and extremely moisture sensitive and, depending upon time of year, may require moisture i conditioning in order to attain suitable compaction. Any yielding areas should be overexcavated and filled with approved structural fill. A capillary break layer should be placed under any floor slabs where moisture intrusion through " the slab is a concern. The drainage material should consist of clean sand and gravel (less than 3 percent fines), crushed rock or pea gravel. A heavy duty (minimum 10 mil) plastic vapor barrier should overlie the drainage blanket. Any penetrations through the vapor barrier should be appropriately taped to prevent moisture; intrusion. All crawl space areas should have a heavy duty (minimum 10 mil) plastic vapor barrier installed to reduce moisture vapor beneath the house. The vapor barrier should have sufficient overlap at the seams to prevent moisture vapor from escaping. Any damage to the vapor barrier during construction should be repaired or replaced prior to completion of the project. Gary A. Flowers, PLI.C. 19532 12w Avenue NE Shoreline, Washington 98155 -1106 206-017 -7640 Layng Residence Geotechnicul Services Letter 3320 13 74h Ave S, niksviln, Washington Pavements This item is not applicable to this project. Utilities This item is not applicable to this project. Drains e All new perimeter footing walls and retaining walls should be provided with a drain at the footing level. Drains should consist of rigid, perforated, PVC pipe surrounded by washed pea gravel. The level of the perforations in the pipe should be set approximately at the bottom of the footing and the drains should be constructed with sufficient gradient to allow gravity discharge away from the footings. hoof and other impermeable surface runoff should not discharge into the footing drain system, but should be collected and handled by a separate, rigid, tightlinc drain that discharges into an approved storm water conveyance system. In planning, exterior grades adjacent to walls should be sloped downward away from the structure. If possible, the upslope water that is draining towards the house should be collected and bypassed around the residence prior to reaching the footing drain. If this is not practical, a well installed footing drain should be sufficient for the task. Cleanouts should be installed on all drainage systems. The encountered soils, below a depth of 3', arc not suitable for infiltration due to their fine grained nature and dense to very dense condition. Water that does infiltrate into the upper, weathered zone will likely perch atop the underlying, unweathered till sediments and flow as interflow along topographic lines. It is always best to collect and tightlinc both ground and surface water into an approved storm water conveyance system that discharges away from a sloping area. If an approved storm water conveyance system does not exist on or near the property, on -site storm water disposal must be used. Since the underlying near surface soils are relatively fine grained and dense, infiltration is not a good option for the property. As such, a storm water dispersion trench may be used. If a dispersion trench is used it should be generally constructed as per figure 4.2.2.0 of the King County Surface Water Design Manual with modifications as shown, or City of 'Tukwila equivalent. for this site it is not necessary to place the catch basin in the center of the trench. Placement at either end will be suitable. The 4 "x 4" treated posts should be placed on maximum 6 feet centers and be a minimum of 2.5 feet long. The trench depth should be a minimum of 2 feet and we recommend that the trench length be 30 feet. A copy of the figure (modified as above) is attached for your use. In order for the dispersion trench to work property it is critical that it be installed level. The dispersion trench should be located a minimum of 25 feet from the property line. Gary A. dowers, PLLC. 19532 12' Avenue NE Shumline, washingum 98155-1106 206417.7640 Lgvng Residence Geolechnicul Servic�:v Latter 5320131I' Ave S, %ukwilu, Washln�lon Hazards There are no other hazards of concern on the parcel. PICTURES AND ILLUSTRATIONS Vicinity Map The site is located at 5320 137"' Ave S in Tukwila. A vicinity map is not included with this report. Site Plan 731c site plan is included as Sheet 1 of the submitted plans by Conor L.ayng. Exploration Logs No exploration logs are provided for this report. Laboratory Test Data This item is not applicable to the subject site. Cross Sections No cross sections arc required for this site. Building sections are provided with the plans. Typical Details The only detail provided is a copy of a dispersion trench detail from the King County Surface i Water Control Manual. The detail is Figure 4.2.2.0 from the 1998 manual and modified for the site. Thank you for the opportunity to be of service to you on this matter. Should you have any questions please do not hesitate to call our office. Gary A. Flowers, P.G., P.E.G. Principal Engineering Geologist � PO " 9-7 Robert M. Pride, P.E. Geotechnical Engineer Cary A. Flowers, PLLC. 19532 126 Avenue NI: Shoreline, Washington 99155 -1106 206A 17 -7640 E notched grade board 2 "x 2" notches 18' O.C. q1 M t�`t W►v l galvanized bolts 2"x12" i pressure treated grade board X14 A 00 4" x 4' support post fitter fabric pipe OR 1'-0 1' -0 min min end cap or plug °a dean out wye from pipe e o a °o 4" or 6" perforated pipe laid flat/h a ° a� 0 V ° °v type I CB w /solid cover (locking) IL 11 a influent pipe (max design flows 0.5 CFS per trench) ]Q o v° v; v 4 dean out wye from pipe a o � Op ° PLAN NTS pipe O.D. 1'-0 1'-0 min min .20°l° 010 ° O o U 4" or 6" perforated ° v ° v .� pipe laid flat o a dean (5 5% fines) ° � -� 11/2" - 3/4 *washed rock �n 9 > '15% max for flow controltwater quality treatment in rural areas. SECTION A A NTS `. F�ti�►0.i �.'�.1..0 �v•an kcSW'C� w.�� W�w���cw`Z�Wt c�37,0 S flow to second dispersal trench if necessary flow to other branching CB's as necessary 18" O.C. 2" 2" grade board notches 2- B rover NOTES: 1. This trench shall be constructed so as to prevent point discharge and/or erosion. 2. Trenches may be placed no closer than 50 feet to one another. (100 feet along flowline) 3. Trench and grade board must be level. Align to follow contours of site. 4. Support post spacing as required by soil conditions to ensure grade board remains level. GA`�.�{ A• Fu,wRgs �Q�.tc Q �o5�,ct X10 61- 001b°I�l CONOR LAYNG 5320 S 137 ST TUKWILA WA 98168 City of Tukwila Department of Community Development RE: Permit No. D07 -094 LAYNG RESIDENCE 5320 S 137 ST TUKW Dear Permit Holder: Jim Haggerton, Mayor 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 final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 09/02/2012, 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, G vl �`�� J nni r Mars all, Pe T6 hni 'an xc: Permit File No. D07 -094 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 CONOR LAYNG 5320 S 137 ST TUKWILA WA 98168 City of Tukwila Department of Community Development RE: Permit No. D07 -094 LAYNG RESIDENCE 5320 S 137 ST TUKW Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and Provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 04/03/2012 , 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, Bill Rambo Permit Technician xc: Permit File No. D07 -094 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 29, 2011 Conor Layng 5320 S 137 Street Tukwila WA 98168 RE: Permit Extensions Development Permit No. D07 -094, Extension #2 Electrical Permit No. EL09 -0181, Extension #4 Dear Mr. Layng, This letter is in response to your written request for extensions to Permit Numbers D07 -094 and EL09 -0181. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending the expiration date of your permits an additional 180 days, through March 7, 2012. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, Je fer Marshall Pe it Technician File: Permit No. D07 -094 & EL09 -0181 WAPermit Center\Extension LettersTermits\2007007 -094 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 Conor Layng Permit# D07 -094 Dear permit technician AEG 2 ��AM�T CFA Concerning building permit number D07 -094. I will not be in a position to request a final building inspection on my house before the expiration deadline. I hope you will consider an extension of my permit. My project is progressing far slower than I would have expected due to limited funds and the time constraints of my day job. I am slowly working on my drywall and interior details such that I will be able to finish electrical and plumbing and move on to building final but details unrelated to final approval are taking longer than expected. I am currently working on exterior house painting over new siding which I feel I need to get done before winter after which I will resume interior work. Please consider my request. Thank you Conor Layng 0"/�, VO �ad Oezr�,// t IN-2 08 -01 -2011 CONOR LAYNG 5320 S 137 ST TUKWILA WA 98168 City of Tukwila Department of Community Development RE: Permit No. D07 -094 5320 S 137 ST TUKW Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 09/10/2011 , 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, 0 40'-4� Bill Rambo Permit Technician xc: Permit File No. D07 -094 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director 02 -01 -2011 CONOR LAYNG 5320.S 137 ST TUKWILA WA 98168 RE: Permit No. D07 -094 5320 S 137 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 03/22/2011 , 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, Bill Rambo Permit Technician xc: Permit File No. D07 -094. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 08 -02 -2010 CONOR LAYNG 5320 S 137 ST TUKWILA WA 98168 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. D07 -094 5320 S 137 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 09/26/2010 , 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, Bill Rambo Permit Technician xc: Permit File No. D07 -094 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 10 -01 -2009 CONOR LAYNG 5320 S 137 ST TUKWILA WA 98168 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. D07 -094 5320 S 137 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/02/2009 , 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. Sincerely, �Nqwj Bill Rambo Permit Technician xc: Permit File No. D07 -094 h. ?nn Rmithrontor Rnulovarrl Ritito #inn • Tukwila. WA.chinatnn OR1RR s Phnnor 2nh- 4.71 -.3h7n • FAX- 2nh- 4.31 -. ?6hS 18 J I Lif City of ' Tukwila Public Works Department /Engineering Division FAX TRANSMITTAL Fax Number: (206) 431 -3665 To: Ann Albertson Date: 3/23/09 Title: From: Joanna Spencer Company: SEA City Light Title: Development Engineer Dept: Division: Fax 206 386 -4222 Total # of pages 1 Sent by JJS. Number: transmitted, including this cover sheet: Subject: Layng Residence - New Addition EL09 -0181, D07 -094 Message/ Re: 5320 S 137th St, Tukwila, WA Comments Public Works has reviewed plans for proposed addition to the existing residence and has determined that power can be supplied overhead. Please call me, if you have any questions. Joanna Spencer Development Engineer Ph 206 431 -2440 Fax 206 431 -3665 Jspencer@ci.tukwila.wa.us c/c Doug Woo Tukwila Public Works Department — 6300 Southcenter Blvd. #100, Tukwila, WA 98188 1 . �V,q W..... . s o=. ; ti J e ►� 1 � { �i 1 �+ 7908 02 -02 -2009 CONOR LAYNG 5320 S 137 ST TUKWILA WA 98168 City of Tukwila Department of Community Development RE: Permit No. D07 -094 5320 S 137 ST TUKW Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and Provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event - u do not call for the above inspection and receive an .extension prior to,03/07/2009,, 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. Sincerely, Bill Rambo Permit Technician xc: Permit File No. D07 -094 .. - - - .-. . .. - - • . . - - . - .. r ♦ - i n s -^ ^ _ T_ ... .1 A L .11 l x zL � A�J��IILA, !'YgiP 1< - :s O; 2 y I3, 2008 City ®f Tukwila Jim Haggerton, Mayor Department of Community Development Conor Layng 5320 S 137 St Tukwila WA 98168 RE: CORRECTION LETTER #1— Revision #1 Development Permit Application Number D07 -094 Layng Residence — 5320 S 137 St Dear Mr. Layng, Jack Pace, 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 Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, 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 through the mail or by a messenger service If you have any questions, please contact me at (206) 431 -3760. Sincerely, Brenda Holt Permit Coordinator end File No. D07 -094 PAPermit Center \Correction Letters\2007007 -094 Corr Ur #1 to Rev #LDOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 0 • Building Division Review Memo Date: May 12, 2008 Project Name: Layng Residence Permit #: D07 -094 Plan Review: Allen Johannessen, Plans 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 l 1x17 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.) The revisions to the plan need additional clarification of those changes. Yellow circles do not show or clearly identify the existing and proposed changes. Please provide clarification showing the existing or previous plan layout with the proposed new changes individually highlighted or clearly identified. 2. Plans are not clear in identifying all structural framing. Provide floor and roof plan with framing details that identifies structural framing members and identify the length and spans of the cantilevered joist members. Identify point loads for the structural framing that clearly shows where each framing member shall be supported. Clearly highlight or identify the changes distinguishable from the existing or the previously proposed plan. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Summery of project revisions. East wall of existing kitchen (8') moved 2 'east by means of 2' cantilevers, header support for existing roof ceiling and over frame. East wall of previously approved new /rebuilt dining (10') to be moved 2 'east by means of 2' cantilevers. Approved deck size reduced by 2'x18' to a total of 10'x18' to reflect increase in house size. Total house footprint to remain as approved previously Deck joists increased from 2x8 to 2x10. Deck joists changed to be continuous to foundation wall (no plate or bolting required) Deck modified from deck - boards to sealed urethane coating with rain gutter at perimeter over'/" Mg plywood. Page by page change list Page 0 - relevant changes made to deck wood specs and square footage changes Page 1 - Changes made to deck and house shading to reflect increase in house size and decrease in deck size. Page 2 -no change Page 3 -no change Page 4 -East wall off kit and dining addition moved 2 feet east. Deck decreased by comparable amount. Details removed and moved to page 9. Pape 5 - Detail R1 changed to reflect 2' extra width. Roof line changed along kit. and dining-to reflect 2' width increase. Page 6 -North elevation changed in vicinity of 3-2, 4-7 window to accommodate 2' change in kid/dining Page 7 -no change Page 8 -no change Pa e 9 -Added to include details R3 and D1 showing deck plan as well as roof and wall details for the existing remodeled east kitchen wall and roof over frame. �J�NIILA, . O; �cn'• d.�:.. 'J2 �sos 05 -08 -2008 • • City ®f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director a CONOR LAYNG 5320 S 137 ST TUKWILA WA 98168 RE: Permit No. D07 -094 5320 S 137 ST TUKW Dear Permit Holder: 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 wridnie 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 06/03/2008 , 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, J eMarshall, Permit Technician xc: Permit File No. D07 -094 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 - 11 I • 111 e� 11111 •, � _ -, March 11, 2008 • • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Conor Layng 5320 S 137 St Tukwila WA 98168 RE: Permit Extension Development Permit No. D07 -094 Layng Residence — 5320 S 137 St Dear Mr. Layng, This letter is in response to your written request for an extension to Permit No. D07 -094. 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 the expiration date of your permit an additional 90 days, through June 3, 2008. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, Jen fifer Marshall e it Technician File: Permit No. D07 -094 PAPerrnit CenterExtension Letters\Pennits\2007\D07 -094 Permit Extension.doc Page 1 of 1 jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 /Fi- Conor Layng 5320 S. 137' st. a 8 P�R�CEWILA Permit: D07 094 FEB 2 51008 To Mr. Bob Benedicto PER411rCENrE6 Re: Permit D07 -094 Pending expiration of permit and request for extension. I have recently been informed that my permit may expire soon and would like to request an additional 90 day extension for my permit. I am currently still in the excavation stage and am not yet ready for am inspection such as rebar, which would allow me to renew it automatically. I do however expect to be at that stage within 90 days and am making continual progress. My reasons for the slow progress relate to the shortness of days in the winter and the excessive quantities of rain water making excavation (by hand) laborious. In addition I am the homeowner, builder and labor on this project and must complete this work after hours of my regular full time day job. I would appreciate consideration of my request for extension. Thank you Conor Layng / /Ir 6(e V Y, 1 0510S NC' 17 Crg, [o�[EP" 11 If 1 ova °. 02 -12 -2008 CONOR LAYNG 5320 S 137 ST TUKWILA WA 98168 City of Tukwila VY i` a Jim Haggerton, Mayor Department of Community Development RE: Permit No. D07 -094 5320 S 137 ST TUKW Dear Permit Holder: Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila.Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from.the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and Provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 03/05/2008, 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, :V y V JJ e�fer Mar shall, echnician xc: Permit File No. D07 -094 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 1 I - II I .. I D I I, t1 - 0 • City of Tukwila Steven M. Mullet, Mayor Department of Community Development . Steve Lancaster, Director Conor Layng 5320 S 137 St Tukwila WA 98188 RE: Request for Permit Application Extension Development Permit Application No. D07 -094 Layng Residence — 5320 S 137 St Dear Mr. Layng: This letter is in response to your written request for an extension to Permit Application No. D07- 094. The Building Official has reviewed your letter and considered your request to extend the above referenced permit application. The City of Tukwila Building Division will be extending the expiration date of your permit application for an additional 90 days (through December 14, 2007) as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, er arshall Permit echnician File: Permit No. D07 -094 PAPemit CenterEXtension LettersTemtit Applications\D07 -094 Application Extension.doc jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 (c�c� Z- 5 3-Z-6 s (3�t� 7-c/uk,,-z, Fs�co (z0C) �c9 -8/63 l� C/ /04C ^ �jcsl� 0 rev r�ew Per t-I l /— D, K 64 -4 r-Q. - ML, dt dot - 4K a1113o7 RECENED Crry OF T KWILA AUG I° 6 2007 � pEli il`T ("ENTEk r +oo. 07 -31 -2007 CONOR LAYNG 5320 S-137 ST TUKWILA WA 98168 • • City of Tukwila l a Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit Application No. D07 -094 5320 S 137 ST TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 03/19/2007, 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 09/15/2007. 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 09/15/2007 . 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, a*fer Marshall Permit Technician xc: Permit File No. D07 -094 6300 Southcenter Boulevard, Suite #100 .* Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 - II II • II II July 18, 2007 • 0 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Conor Layng 5320 S 137 St Tukwila WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -094 Layng Residence — 5320 S 137 St Dear Mr. Layng, 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 Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Public Works Department: Joanna Spencer, at 206 431 -2440, 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 through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, 0 p Je hall Pe 'itTe can encl File No. D07 -094 PAPemnit Center\Correction Letters\2007\D07 -094 Correction Ltr #LDOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 • Building Division Review Memo Date: May 25, 2007 Project Name: Layng Residence Permit #: D07 -094 Plan Review: Allen Johannessen, Plans 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 deck details that show how deck shall be secured to the house including details for the post pier footings. Identify all hardware and reinforcing steel. Provide details for flashing. 2. Show key reference marks, cross section lines on the plan that point to the specific page and detail for each cross section. 3. For clarification, identify on the floor plans and details those portions that specify new or existing. Cloud the new areas or make necessary notes to clarify new and existing construction. 4. Some plan details are not dear, showing portions of the basement and don't dearly identify where those portions of the basement are located. Please provide a complete floor plan of the basement that identifies all rooms complete with dimensions. 5. Number all pages; provide scale for each drawing or detail, including dimensions for floor plans and details. 6. One sheet shows a detail with an "A" in a circle. Provide dimensions, identify materials. 7. Provide a nailing schedule for all framing, sheathing and identify sill plate bolts with washers per code. (I RC Table 6002.3(1), R602.11.1) 8. Identify smoke detectors on the plans with notation referencing code requirements. (IRC R313) Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. • • PUBLIC WORKS DEPARTMENT COMMENTS DATE: July 13, 2007 PROJECT: Laying Residence Addition PERMIT NO: D07 -094 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Provide a storm drainage site plan showing proposed storm drainage system for the property. May 22, 2007 Geotechnical Review Letter prepared by Gary Flowers, PLLC Geological & Geotechnical Consulting show details of required drainage features, however none of them is shown on your site plan. Submit a construction cost estimate for storm drainage installation on your site. 2) Due to steep slopes on site, property owner shall execute attached Sensitive Area Hold Harmless Agreement. Owner(s) signature(s) shall be notarized. The subject Agreement shall be submitted to the City before permit can be issued. joanna Comments 1 D07 -094 Llel- L4 137 -, -4� LAJ 6 J� �91QJ 007 06?1 Io, fp-ee5 C)./- e- ci-, or— c i INCOMPLETE LTR# RECETM -Cfv-v-W-TUKWHA- ENTER- Y• .III - 11 ' III v e 111111 . • , � _� March 21, 2007 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Conor Layng 5320 S 137 St Tukwila WA 98168 RE: Letter of Incomplete Application # 1 Development Permit Application D07 -094 Layng Residence — 5320 S 137 St Dear Mr. Layng: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 19, 2007 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department needs to be addressed: Planning Department: Brandon Miles, at 206 431 -3684, if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Je A arshall Pe a hnician Enclosures File: D07 -094 P:VenniferUncomplete Letters\2007\D07 -094 Incomplete Ltr #I.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 PLANNING DIVISION COMMENTS DATE: March 19, 2007 CONTACT: Conor Layng RE: D07 -094 ADDRESS: 5320S. 137th PL S ZONING: LDR 0 The Planning Division of DCD has reviewed the above permit application. The application as submitted is incomplete. The following item(s) need to be submitted: 1. The site contains steep slopes. Submit a geotechnical review which addresses impacts to the slopes, proposed foundations for the home, and any possible mitigation measures that may be required. Please see that attached PW bulletin. 2. Clarify if any trees will be removed on the slope area. Removal of any trees on a slope area requires a tree clearing permit. f iI11IItl1pI�IN� 2009020: CITY OF TUKWIL NOSA PAGE001 OF 008 02/03/2009 11:57 KING COUNTY, WA Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 49.00 58 RECEIVEC MAR 17 2009 PUBLI WORKS Above this line reserved for Recorder's use HOLD. HARMLESS - SENSITIVE AREA DOI - 094 Grantor /Borrower: C,CnC'e- 1,-Q L4 Sq-V }3cLb y La.� "s Grantee /Beneficiary: CITY OFTUKWILA, a municipal corporation of King County, Washington Document Reference Number(s): D07 -094 Section/Township /Range: S W / Le Z 3 Assessor's Tax Parcel Number(s):_0003000095_ Property Legal Description (abbreviated): �S 5,� �.� -� G� /s� MX fof �ZX146 of 5381) /i�veeS WIFE- ;71. yMGNo6' -S 137 •ST 1-1f N n 'zs_30 /: 10?,7er F/ 76 7"A06 7'1t Ccn,,� .f� NYy r-if7oA S f. /� -W tf, S H$ S7 -GW & T;j N ?i- n 3a f; /0,745 ,q° /7- TV-- 2-Z P 2a PSI � %a TPOR COVENANT AND HOLD HARMLESS AGREEMENT - Sensitive Area Page I of a SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between (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 3 Ofd- DATED this �* 2-Qi7day of GRANTOR(s): GRANTOR(s): GRANTOR(s): individual(s) STATE OF WASHINGTON COUNTY OF KING C ss. 200 On this day of I � , 200T, before me a Notary Public in and for tl e State of WashinU44110 , personally appeared and y ehulC'S and 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. ("y Public State of Washington 1AVONA KAY SPOONER My Appointment Expires Jul 12, 2010 Na NdTAK UBLIC, in an or State of Washington, residing at �/1m��1�► W& - My commission expires Page q ofa- Tu /2 ZA* DATED this day of , 200-7 GRANTOR(s): GRANTOR(s): GRANTOR(s): individual(s) $1n-te c76 anyie(- h('ckf- STA-T Fm COLAVI Nh ss. } On this Zb day of 200_1, before me a Notary Public in and for the �State of �., ��� personally appeared and ® , 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 the day and year first above writt a j / *, o Name: 1-&i nj vl U SCOOP- tt- (seal) NOTARY C UBLIC, in and for the State of -��e ha,l -' r�, residing at C7 06,0--W U My commission expires: i t f Page of8 rr� DATED this �J day of 6MAffA-4-( , 20Q6[_. GRANTEE: CITY qF TUKWILA_ Mayor ' r � STATE OF WASHINGTON ) SS. County of King ) On this �Jr day of , 20 � before me, the undersigned, a Notary Public in nd for th tate of Washington, duly commissioned and sworn, personally appeared ,,TiM -ARQ.Prf-A 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. NW OR, qs� � ss 11 .� o a, 5 �`"_ "mr .�% . M„ V b� D: Ny ;o &tame � T1 NOTARY PUBLIC in and for the State of Washington, residing at ( _ )Alkwlk� COVENANT AND HOLD HARMLESS AGREEMENT - Sensitive Area Page t? Of 8 EXHIBIT A LEGAL DESCRIPTION OF PROPERTY FOSTER STEPHEN -D C # 38 BEG NXN OF ELY MGN OF 53RD AVE S WITH NLY MGN OF S 137TH ST TH N 73- 25-30 E 169.769 FT TO TPOB TH CONTG ALG NLY MGN OF ST 18.207 FT TH S 48 -59 -00 E 15.84 FT TH N 74 -27- 30 E 100.715 FT TH N 49 -24 -00 W 98.750 FT TH S 40 -36 -00 W 88.445 FT TH S 17 -34 -28 E 20.451 FT TO TPOB COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page 7 Of 8 EXHIBIT B DEPICTION OF SENSITIVE AREAS i�g COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page _ of _ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -094 PROJECT NAME: LAYNG RESIDENCE SITE ADDRESS: 5320 S 137 ST Original Plan Submittal X Response to Correction Letter # 1 DATE: 06 -23 -08 Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPARTMENTS: /W OV 95 _m- uilding Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-26-08 Complete d Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT G: Please Route Structural Review Required ❑ REVIEWER'S INITIALS: APPROVALS O CORRECTIONS: Approved Approved with Conditions❑ Notation: REVIEWER'S INITIALS: No further Review Required ❑ DATE: DUE DATE: 07 -24-08 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentstrouting slip.doc 2 -28 -02 .10PERMIT COORD COPY � PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -094 PROJECT NAME: LAYNG RESIDENCE SITE ADDRESS: 5320 S 137 ST DATE: 05 -06 -08 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # is Revision # 1 After Permit Issued DEPART ENTS: p �� -0 bqk, A, 6 -4� Bu ing Wivion � Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-08-08 Complete d Incomplete ❑ Not Applicable ❑ 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 ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions❑ Notation: REVIEWER'S INITIALS: DUE DATE: 06-05-08 Not Approved (attach comments) d DATE: Permit Center Use Only CORRECTION LETTER MAILED: i Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials. Documents/routing slip.doc 2 -2"2 f 0 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -094 PROJECT NAME: LAYNG RESIDENCE SITE ADDRESS: 5320 S 137 ST Original Plan Submittal X Response to Correction Letter # 1 DATE: 08 -06 -07 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS; Bui Division D Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-09-07 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use. Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R01 NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-06-07 Approved ❑ Approved with Conditiond 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: Documents/routing slip.doc 2 -2M2 • • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -094 DATE: 05 -24 -07 PROJECT NAME: LAYNG RESIDENCE SITE ADDRESS: 5320 S 137 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter #_ Revision # After Permit Issued DEPARTMENTS Bug g i Islon Fire Prevention ❑ PI nning Division I Pu Ii W rks Structural ❑ Permit Coordinator ❑ AAAVP �v 4TUERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-29-07 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTI G: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06-26-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center use-only ' CORRECTION LETTER MAILED: Departments issued corrections: Bldg] Fire ❑ Ping ❑ PW hll Staff Initials: Documents /routing slip.doc 7� 2 -28-02 l� PERMIT COORD COPY 0 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -094 PROJECT NAME: LAYNG RESIDENCE SITE ADDRESS: 5320 S 137 ST X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division Public Works X11 W 6 -21'QL Fire Prevention Structural ❑ DATE: 03 -19 -07 Response to Incomplete Letter # Revision # After Permit Issued P 1� d -4►.13 -� °-' anning Division K Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03-U-07 Complete ❑ Incomplete ❑� Not Applicable ❑ 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 ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 04-h-07 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PROJECT NAME: I`I SITE ADDRESS: PERMIT NO: fb - c 1 ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS � a Summary of Revision: A- T Received by: Co iol- i REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Swurnary of Revision: Received by: (please print) REVISION NO. DATE.RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please. print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) PERMIT COORD COPY 0 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan ChecWPermit Number: D07 -094 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: LAYNG RESIDENCE Project Address: 5320 South 137th Street Contact Person: Conor Layng,, Summary of Revisio&/r- i t t 0000 // C-% cj y $ t e -an ° My OF ECEM Tt1KWILA 'JUN 2 31008 Phone Number: "",�P %VfT ,FN TF-R Ni? 2 Ap "1 5 C5. r..- A c OF /'Ct/TSy0,t t, G 5 Ad to 4 a t-1/2 0(41-e A( C er R`s-,r -e 'p-2 , d-e, ---1S /f Sheet Number(s): "Cloud" or highlight all areas of revision including date of r vision Received at the City of Tukwila Permit Center by• . Entered in Permits Plus on d0(11921A \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: eo City of Tukwila o,z Department of Community Development a t) 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 1908 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan ChecWPermit Number: D07 -094 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: LAYNG RESIDENCE Project Address: 5320 South 137th Street Contact Person: Conor Layng,, Summary of Revisio&/r- i t t 0000 // C-% cj y $ t e -an ° My OF ECEM Tt1KWILA 'JUN 2 31008 Phone Number: "",�P %VfT ,FN TF-R Ni? 2 Ap "1 5 C5. r..- A c OF /'Ct/TSy0,t t, G 5 Ad to 4 a t-1/2 0(41-e A( C er R`s-,r -e 'p-2 , d-e, ---1S /f Sheet Number(s): "Cloud" or highlight all areas of revision including date of r vision Received at the City of Tukwila Permit Center by• . Entered in Permits Plus on d0(11921A \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: eo 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: htM: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6 ✓1'1 A.q 200(? Plan Check/Permit Number: )DV 7 C ` ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # _f— after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: �� L4 n Project Address: S ZC 13.7, Tod —re MAY 0 61008 PERMIT CENTER Contact Person-C,.0 J— °• Phone Number: 206') Summary of Revision: G i'lcivtc �� 7� i%�C iit?�U s �y T�� �O%'ai e 7C A"/ l 1 � i -F-4 sl-K.�a d "'tc'e o/ sz- Sheet Number(s): Il 0 S "Cloud" or highlight areas of evision incl ding date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on . 0:4OU kaq� ) %applicationsXtorms- applications on linelrevision submi Created: 9-13 -2004 Revised: city i Tu Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site:. jet Ayww,clAkwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eka' Date: ccn Plan Check/Permit Number:. �"" 6 �1? ❑ Response to Incomplete Letter # [fj Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner . Project Name: Project Address: 13 20 s /37-t64 rim w/ q Contact Person ((t1q Sd n Phone Number: Summary of Revision: S F Ole- 1,�;p.. 0 3 e�� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision C�Y pF RECEIVED IIA r Received at the City of Tukwila Permit Center by: h IG I— Entered in Permits Plus on to U PERMIT TENTER p canons -Spp icahons on fincNwision submift Crated: 8 -13 -2004 Revised: �J�W1W;My1,�� City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director 4 I� 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 �. Phone: 206 - 431 -3670 1908 Fax: 206 - 431 -3665 8 Web site: ham: / /Www.ci.tukwila.wa.us REVISI'ON''SUBMIT;TAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ZT r"� 20a7 Plan Check/Permit Number: ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: LayngResidence D07 -094 Project Address: 5320 S 1%37 St /� � p� Contact Perso / (�• Phone Number: 20 6- ( p 2 l : 10 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 C" OF TUXWU MAY 2 4' 20011 aEPtiAIR,�FNTFV, \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: lam 4 CITY OF TUKWIL4 Permit Center /Building Division: Community Development Department 206 -431 -3670 Permit Center Public Works Department: 6300 Southcenter Blvd., Suite 100 206433 -0179 Tukwila, WA 98188 Planning Division: 206 -431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO.: ILA ::14� STATE OF WASHINGTON) D % - D (p ) ss. COUNTY OF KING ) 0 /- C/— L at of n states as follows: I have made application for a building permit from the City of Tukwila, Washington. 2. 1 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. 1 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, 1 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 worts. \applications\8 -2004 affidavit in lieu of contractor registration APPLICANT Signed and sworn to before" me this " / .{� _ day of p 'P�efA / �-e r -1200-7 PUBLIC in and for the State of Washington, Residing at kllll , County. Name as commissioned: -e 1 4G0el /-c My commission expires: 0 5 029 - i D 0 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; B. 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 NapplicationAB -2004 affidavit in lieu of contractor registration LJ 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, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. \ail schecule per IRC - La c). R 6O2,3(1) docking Material or process Fastener Frequency and notes Stanoarc Framing lurnoer Treatec 16c ,D,G,and per situation IRC TJn ::) c:Jn lc eC;cfh ma n f Ootir l3 Stancarc framing _ntreatec 16a and situation and IRC li s cjn \ol; ` PC ( n R (-1-! 1-- o in g 1:Pb'x1.,2:� Ci:� sr ,- oo Wall sheathing 8c Perimeter 3 "oc Field 6 "oc All seams Roof sheathing 8o Perimeter 6 "oc Field 12 "oc None Sucf loot sheathing 80 ringshank Perimeter 6 "oc Field 12 "oc All seams or T.G, S „ancarc hangers Toenail, 160 S traight 10d Fill all hanger holes N/A _ ther Hangers Follow hanger req's N/A Gypsum #8 type W or S 18" screw Perimeter 4 "oc Field • 6 "oc None .1_J m ens C_ 1 s (n o t n c_ `_:, }.. I I' ) 10 is 1 8 : >_::> g :::::)aoc:. \,/ r \oao l :. e 1..c >. loaD T :-1 ., al f' load L , \✓ , e +7c Ci. ) 1P'x_ -8' x Jp s 1 -0 :1::: .1.. C.) 51 - -- 9O i 0l�l s ,_ old.. .ou. -. [ apac 1,' : r [- o <_, .1 -1- -- cl L::) - -c,1 r <_> I. m a i in ) P ost 1 .c-;::0 Ir -� c ;I - 3 ; ; x " 1 " x:� r '' TJn ::) c:Jn lc eC;cfh ma n f Ootir l3 z- JO, )s :1..,5' /1,' '5' (P:5 s : loot) ------------------- _ , � P )lc s 10'xL_ IC' I 16 " c::c.... l .; � ; xfi li s cjn \ol; ` PC ( n R (-1-! 1-- o in g 1:Pb'x1.,2:� Ci:� sr ,- oo Joist: : er ,.-tI -) _• r _ :J (Di < ...1, i "J r•.•• : h ( taKplc. n5 ' , 3 1. , P)) �-�-;; 1_;eo...i �i7F' Po--- size i` ° i ,in Foundation Wall Specs In 0 1 2 3 4 5 6 7 8 9 Footing width 16' (exceeds Tuk, Cit Req., exceeds 2003 IRC table R403.1 at 2000 psf soil) Footing depth 7' (per tuk city req, per R403,1,1) All dead corners or ends to have cleanout, Gutter drains shall consist of' 4' pvc tightline separate from footing drains, Walls over 3 feet shall have approved drainage mat or 12' drain gravel vertically along wall as per Geoteccnical review, Drainage shall empty into level spreader to be constructed per geotech review guidelines Site work /preperation Silt fence to be installed at downhill border of property /project. Disturbed soils to be covered to prevent erosion when not being worked. Disturbed soils to be revegitated as quickly as practical.. ex of Drawings nescription, notes, information 5tte plan Foundation and demdltion, Wall and foundation details. Basement plan and foundation/ framing bolting and strapping Framing plan Main floor woof plan, Wall and ro9F details South, West, North building elevations f ast elevation, misc, structural sections electrical plan and Fire alarms Petals far deck and kitchen roof' and wall (kevision # 2 details / crosseetion page added) Rebar Specs Footing 2 at @4 continuous (exceeds Tuk, Cit Req., and 2003 IRC R403.1,3,1) Vertical rebar 4' or less wall #4 24' oc with Footing J bend 4' -8' wall #4 16' oc with Footing J bend (exceeds Tuk, city req. exceeds 2003IRC table R404,11(2) for 8' wall with 6' backfill) note: actual wall height and backfill will be less, Horizontal rebar #4 16' oc continuous or min 1 at top and bottom of wall Foundation bolting to standard spec for two story (actual building 1 story) per Tuk city req. see page 3 Drainage All existing and new foundations to be provided with footing drain Consisting of 4' pvc weepline with gravel and filter surround, 22juns 2008 i rsAdon Site Data Owner Conor Layng & Robyn Layng 5320 s 137th tukwila, WA 98168 Project address 5320 s 137th tukwila, WA 98168 Tax parcel number 0003000095 Lot area 5,955 Insulation specs for new and remodeled spaces Slab floor R -10 rigid Basement walls R -10 rigid Floors R -30 fiberglass Walls R -21 fiberglass Ceiling R -38 fiberglass Venting roof' (new) bird blocks and ridge vent roof (existing) gable vents Crawl space 1' vent per 150' crawl or within 3 feet of each corner (IRC R408,1) Stairways All stairways to conform to R311,5,3,(1 -3) Tread lenght 11.5' Riser heght 7.5" Railings typical Must not pass 4 "sphere or larger Vlsc specs /description/ struct details Project description Scope of work Construction of foundations for existing pest portions of house and new structure. Addition to existing residence, Adoltion to existing basement. Partial demolition and remodel of Interior space. Addition of uncovered raised deck. Lumber schedule All framing Walls exterior (new) Walls interior (new) Ceiling Flat roof' Floors (all) Plate treated Roof Deck beam treated Deck floor Deck joist Deck posts(main) treated Deck posts(Stair) treated Headers door /small window large window 5'+ Sheathing Roof' Wall Floor Wall covering ext felt siding similar to existing cedar roof covering felt roof similar to existing comp D -tc * c 0 standard 16oc 16oc 16oc 16oc 16oc 16oc 16oc 2 2 2x6 2x6 2x6 2x12 2x10 2x6 2x4 6x12 4 "x4x8 ta,g 2x10 6x6 4x4 2x6 2x8 la 1# PLY 4 PLY 301b 301b /�1��5 / 30yr eke k iA.✓ A) .V `'�. Area summary Conditioned spaces Existing main floor Existing basement New main floor New basement U 555 sq ft 112 sq ft 121 sq--ft -- 84 sq ft a7, 5y rt Building footprint 780 ,q ft Deck area Existing covered 30 sq ft New uncovered (Inc stair) 260 sq ft Revision #1 area summary change /correction 36 sq ft added New main floor Total Building footprint 160 sq ft 911 sq ft 816 sq ft 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 reviewer fees. q /1 ✓'C 6 1/1 51'r 002 0' L l o mai Ft LE COP Permit No., Par 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 conditions is acknowledged: By Date: 7 .) - 2 GC� City of Tukwila BUILDING DIVISION '3 ORRECTION LTR# 1 01'1 REVIEWED APPROVED JUL 0 1 2008 CITY OF TUKWILA JUN 2 3 Z008 PERMIT CENTER roundwat: intercept° drain or footing drain per geotec revlew� E isting pe eaole gray parking area actual existing sewer location Level ���� spreader(contoured) - �. er geotech review ♦ sign specs •o we Itt Se Side yar 5 water meter New structure Existing power feed to neighbors p p Now deck o `�! t0 elevation (metrokc,gov imap) Cihydrant existing patio, rockery /retaining wall and steps 74 Si He p Iii All property ounoary, house location, ano relative elevation oata taken or extrapolated from official survey ay Schroe ter Lano Surveying contracteo by Conor Layng 2006 unless otherwise noted ......... 1 ............ ............ Nemotimmowv Silt fence per -tech review new construction new deck Revision # 1 changed from existing by 2' bumpout and roof overframe revision # 1 changed from approved planned addition by 2' bumpout New deck, location changed two feet matching two foot house bumpout, Surface area unchanged 60' elevation (metrokc,gcv Hap !REVISION NQ: Basic Drain field plan. Refer to geotech reviw for details, All design to conform to said reviw, Length 30' per geotech review 3 4 „ _1,5" clean drain rock ewf a -° ' at nr• 0,►r ,Aye -77 o � l • sG 7 ;dote 2 Cn drain gravel 2u-6Y2" 0 fa lter fabric surround cleanout gals bolts otppre • oT type 1 GB b o7O 9y RECEIVED CITY OF TUKWILA JUN 2 3 2008 PERMIT CENTER 4 "x4" treated posts 4' oc bolted to grade board Level Grade board notched 18" oc 2 "x2" treated post REVIEWED FOR CODE COMPLIANCE APPROVED JUL O 1 2008 City Of Tukwila BUILDIN DIVISION I \ VV 1•••• ein L 0.. elou s tr Re. to �c 0;a r E r 24 cc: •"-• • S and Kev pg. sting K - a ming 1 14 1L L1 C:usei (new) pg5 _„_•_„,•,__ p editirM 1 ,exis; Ar.g) 2-6 B tram ,ew) r:ew ra wairmisravitooraardwargagrAmorAmorAmerourArAlimi exi:Fing Uvr 3-2,34 ...... 1 ,. .....".- ...., ..-- I a X C.,C Nichen (existing •c, be - re modie d) 7 /4' Mining) (exst g, partial. I demo and expandedD 4V -7' /-\ 00 t e F-or, It 2 2 Revision#1 p g 4 17 Berilmorn 2 <existing) 1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 1 2008 R 3 \ P 9 City Of Tukwila ILDING DIVISION REVISION HOL • .b.047 R2V \ /— \ 4 7 u 0 , )/ oad bea f. .. .... 7 7 ... C.) V CD 0. a 7 rev d C. 7 ( •< s fr) /') r.:.. . : ri n V.) \,../ o a• 1•••••••: E> •t. 0 /-\ 1 \ ... ................................. ..1 RECEIVED CITY OF TUKWILA JUN 2 3 2008 PERMIT CENTER 7 7 p iEW 1 . k-,, r i .: -% -) e..-.,. :-.' ..-s. - .... 1 / E..? \ 1 S I I I (.....) 1 ...4 K.-.-• t.' : : ' \ , : . ; v --; . i ,--,--; ----, (--; • \/ a \/ Ex is ( i c e New ` r o o �. Uvernang with New 9 ...:. ... ..>;t sloped as f covered entry porch ho 0 2 ..- 16' ..:C ew waLL e I i header. I/ L • (;..:_ 13,:::r _:,:; - .,: . X Revision #1 pg 4 ,, �e cue LaiL� W Ica -oo a Le LLoSE pg5 ice. R3 ' P9 9 parapet wall a s h O c cop and rain gkAter 2x e llr�q joists • axia floor joists tl1'1d rim Fl ._.'.. r peri L .. .:.. pm: es - „ioY. `)I rte... R-21 insulation IO < .J Half` inc=h sheathing rl': R d "o.l_. perimeter, --- C ;vering(s iol ng) Typica. and 30 ;icy felt (: e l` . PPP x f op 6 r.j0\i f or 4,! w than 5 :a1", r.l" 1, or decK. REVlSON b 9'-! - I .., Ex() Celi.Ing joist L ( - 1 : joists f or f'ol.:il' ialtiolnl f'_' p r 3 inch wall(blocks) to c Corlr:adat? " per foot Rat •r'oaf' slope r Variable length c'x12 rafter and ceiling joist. 4' to 1Q' (wall to waa spar:) ri 'vJa ?':> el ; t i. Tar;: :hdown roofing to extend up slope 24 ". Existing compc %' :>.tion • to overlap. " — REVIEWED FOR, C APPROVED ODE COMPLIANCE JUL 01 2008 City Of Tukwila B I D +' RECEIVED CITY OF TUKWILA JUN 2 3 2008 PERMIT CENTER Existing; %? • ceiling joists > , ( EXSti Kr • R-38 • Hsu:cation / 1 ci e b e rn • h e n of' :o a d 0, r w . AU.owed per 2 0 0 - t e D•O.fl 9'9', Roof w dt un6er P, Roof and ceMng L.c) (Lc) /I for h r e !. ri.") 0 r C: 0 <-> ) v 1 New 2x10 floor joists and rim to sup/Anent existing 2x6 joist. 0 1 0 (• 1 ) ' ) V E> w LP. 6 (DV e i/‘ Lk 1 td Heath nc.', nai,e > 4 C) o fing LL too allow fon. ventiLation 11 ,•1 4 Ira H 1 , • Na sh-c. fri 0 r .••• ,.,•;.• • • / V LA N. L / r WI • ifl SL2 la• on ' • ■• vv House . exteria: (::: seE: (P',g1 ii•1111,/ e • ‹ • • t 0 •:' flashing ( by 1 mesh tape k , and deck urathane )look( all. • js •••'Cal painted. • Painted soffit ma al ) 4/6 e a der over 4' w Per 2003IRC • t � b:p R 5 0 P ::::> ( c\i 7O / ". ••• LJ atho..ne sealed deck, s•oped per foot min,• ,. ,------- , - S Lruc '' cur' al / me•aL de Lai: / . (not -:>cal.ed) / new 2x6 er f rame exist, rater`N., rn pson H1 Simpson N, LUS2 ■ e)•st 2x6 jst, x 1 0" \ Simpson \ L Deck joists • continuous to foundation wall, Secured to floor joists by nallea overlap. 4x12, 7,5' flashing (coated by mesh tape and deck urathane 6x1 deck heo.m b07-• 0 1 raiUng osts secured with 2 5"8 bo• ts posts refer to framing plan view for (ocations 4" ma -For railin gaps Gutter B, blocks, rafters, joists; Nailec together, 16D ntaiLs SimpsonHlZ t City Of Tukwila B ILDIN DIVI ION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 1 2008 Continuous db: 2/10 rim .._;s t.• REVISION 1\1011, RECEIVED CITY OF TUKIMLA JUN 2 3 2008 PERMIT CENTER 1 1 P 3 4 5 6 7 18 mar 2007 O Towlines nescription, notes, information Site plan Foundation and demol ition , Wall and foundation details, Framing plan koof plan. Wail and roof details South, West, North building elevations e ast elevation, structural and general notes, mist, structural sections lectricai plan VI�C �peL� /cue <c Hp Rio/ s o LaiLs. Lumber schedule All framing standard Walls exterior (new) Walls interior' (new) Ceiling Flat roof' Floors (all) Plate treated Roof Deck beam treated Deck plank Deck joist treated 16oc Deck posts(main) treated Deck posts(Stair) treated Headers door /small window large window Sheathing Roof' Wall Floor Wall covering ext felt siding similar to 16oc 2x6 16oc 2x6 16oc 2x6 16oc 2x12 16oc 2x10 2x6 16oc x4 6x12 1x5 2x8 6x6 4x4 2 @2x6 2 @2x8 z ply 2 ply a" P 30lb existing cedar roof covering felt 30lb roof' similar to existing comp 30yr Insulation specs for new and remodeled spaces Slab floor R -10 rigid Basement walls R -10 rigid Floors R -30 fiberglass Walls R -21 fiberglass Ceiling R -38 fiberglass Venting roof (new) bird blocks and ridge vent roof' (existing) gable vents. Crawl' space 1' vent per 150' crawl or within 3 feet of' each corner (IRC R408,1) Stairways All stairways to Tread lenght Riser heght Railings Nail schedule Standard framing Treated frame Floor sheathing Wall sheathig Roof' sheathing Std hangers Strap (bare stud) Holdown conform Si Le cla to Owner Conor Layng & Robyn Layng 5320 s 137th tukwila, WA 98168. Project address 5320 s 137th tukwila, WA 98168 Tax parcel number 0003000095 Lot area 5,955 to R311,5,3,(1 -3) 11.5" 7:5" typical 3.25" gun framing nail (galv.) 3.25" gun framing nail 8d gun ringshank 8d gun nail 8d gun nail 16d and 10d hand drive 8d 16d AEVIS�NS ,.....sc - - ---"' to the sc a sshal royal c of ° o work without Pdor�al Division. Tukwila Building re a new planes fee rltal and moray include adtl plan r 6oc 3oc 6oc PO jet L ties( rip±io Scope of work Construction of' foundations for existing post portions of house and new structure. Addition to existing residence. Addition to existing basement. Partial demolition and remodel of' interior space, Addition of uncovered raised deck, Foundation Wall Specs Footing width 16" (exceeds Tuk, Footing depth 7" (per tuk city Rebar Specs Footing Vertical rebar 4' or less wall #4 24" oc 4' -8' wall #4 16" oc R404,1.1(2) for 8' wall with 6' Horizontal rebar #4 16" oc t Eleatdcal umbing aa Plptns C pVI i SION BUILDING Cit Req„ exceeds 2003 req, per R403,1.1) 2 at @4 continuous (exceeds Tuk, Cit Req., and Area summary Conditioned spaces Existing main floor Existing basement New main floor New basement total Deck area Existing covered New uncovered continuous or min 1 at top and bottom of wall Drainage All existing and new foundations to be provided with footing drain Consisting of' 4" pvc weepline with gravel and filter surround; All dead corners or ends to have cleanout, Gutter drains shalt consist of' 4" pvc tightline separate from footing drains, Walls over 3 feet shall have approved drainage mat or 12" drain gravel vertically along wall as per Geoteccnical review. Drainage shall empty into local private drainage or approved drainfield, Site work /preperation Silt fence to be installed at downhill border of property /project, Disturbed soils to be covered to prevent erosion when not oeing worked. Disturbed soils to be revegitated as quickly as practical, Building footprint 780 sq ft Man review approval is subject to elms and omissions, Approval of construction documents does not authorize the violation cf ( accerced code or ordinanc.:e. Receipt of approve] cond :lions is acknotWedged: By Cam, Date: 7 SP ZCo 7 IRC table R403,1 at 2000 psf soil) 2003 IRC R403.1,3,1) with Footing J bend with Footing J bend (exceeds Tuk, city req. exceeds 2003IRC backfill) note: actual wall height and backfill will be less, Foundation bolting to standard spec for two story (actual building 1 story) per Tuk city 555 sq ft 112 sq ft 124 sq ft 84 sq ft' 872 sq ft 30 sq ft 260 sq ft City of Tukwila BUILDING DIVISION INCOMPLETE LTR #� iECEIVEL MAY 2 4 2007 PERMIT CENTER "W O P-i Closet (new) 'CexTstfnv Storage shelves new 2x10 jsts 16' oc to suppllment exising 2x6 WesherM rye (Sack) Breaker new 2x10 jsts 16' oc to suppliment exlsing 2x6 P • Range, vent, microwav x :stln ew oun'$E? Ne gcl wir 'der: dow Dial treated 2x8 treated 2x8 deck jsts 16'oc treated 4x12 beams Simpson all other deck framing typical(tukwlla residential deck) DQyLg ba�e�e 1/4 " =1' water heater (approximate existing location to remain) crawl access New basement utility /storage room utility sink R -10 insulated 2 inch treated walls affixed with split shank pins - to concrete Existing finished basement room. Q O0 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2007 City Of Tukw ILDING `J ' TT p . 1707- 0 9+1 ]imensions not inc stair) 12x18 Design loots live loot teat loot 4Ops 10psf Total vox loot (Live + eac) 12'x18'x5Cpsf 1080Olos Soil Loac Capacity (re -er geotecn report) 2000psf Post f ootings(main) 3 Post f ootings(S ,air) 3 Post footing s 8"x18 x18' Design loot each main footing 45001os 1,5'x1,5'(2 25sc foot) Roof' sheathing Design loac each cecx footing 125'x1 25' (1,56sc foot) 3125los Joist(treatec) lengtn 12' Joist spacing Joist span (IRC taole R502,3 1(2)) 16 ' oc 10' Beam size 6 „x12,, Post size vain 6x6 \ail schecule per IRC taole R 602,3(1) Blocking vlateriat or process Fastener Frequency and notes Stanoarc Framing lumoer Treated 16c H 1G , er situation and IRC Stancarci framing Untreatec 16c Br an and situation IRC Wall sheathing 8c Perimeter 3 "oc Field 6 "oc All seams Roof' sheathing ed Perimeter 6 "oc Field 12 "oc None Suof loot sheathing 8c ringshank Perimeter 6 "oc Field 12 "oc All semis or TG Stancarc Hangers Toenail. 16d S traight 10d Pill all hanger holes N/A _ther Hangers Follow hanger req 's N/A Gypsum 8 type W or s 18" screw Perimeter 4 "oc Pielo 6 "oc None Inc 0 1 ex of c ravings nescription, notes, information 5ite plan 2 Foundation and demolition, Wall and foundation details, 3 Basement plan and foundation/ framing bolting and strapping 4 Framing plan Main floor and neck details 5 toof plan, WaII and roof' details 6 5outh, Wes, North building elevations 7 F ast elevation, misc, structural sections 8 Iect plan and Fire alarms 5 Aug o 2007 Site da to Owner Conor Layng & Robyn Layng 5320 s 137th tukwila, WA 98168 Project address 5320 s 137th tukwila, WA 98168 Tax parcel number 0003000095 Lot area 5,955 Project descriptio Scope of work Construction of foundations for existing post portions of house and new structure. Addition to existing residence, Addition to existing basement. Partial demolition and remodel of Interior space. Addition of uncovered raised deck. Area surnmary Conditioned spaces Existing main floor Existing basement New main floor New basement total Building footprint Deck area Existing covered New uncovered 555 sq ft 112 sq ft 124 sq ft 84 sq ft 872 sq ft 780 sq ft 30 sq ft 260 sq ft Pound ation Wall Specs Footing width 16' (exceeds Tuk. Cit Req„ exceeds 2003 IRC table R403.1 at 2000 psf soil) Footing depth 7' (per tuk city req, per R403.1.1) Rebar'Specs Footing 2 at e4 continuous (exceeds Tuk. Cit Req., and 2003 IRC R403,1.3.1) Vertical rebar 4' or less wall #4 24' oc with Footing J bend 4' -8' wall #4 16' oc with Footing J bend (exceeds Tuk. city req. exceeds 2003IRC table R404.1,1(2) for 8' wall with 6' backfill) note' actual wall height and backfill will be less. Horizontal rebar #4 16' oc continuous or min 1 at - top and bottom of' wall Foundation bolting to standard spec for two story (actual building 1 story) per Tuk city req, Drainage All existing and new foundations to be provided with footing drain Consisting of' 4' pvc weepline with gravel and filter surround, All dead corners or ends to have cleanout. Gutter drains shall consist of 4' pvc tightline separate from footing drains. Walls over 3 feet shall have approved drainage mat or 12' drain grave1 . vertically along wall as per Geoteccnical review, Drainage shall empty into level spreader to be constructed per geotech review guidelines Site work /preperation Silt fence to be installed at downhill border of' property /project. Disturbed soils to be covered to prevent erosion when not being worked, Disturbed soils to be revegitated as quickly as practical, Insulation specs for new and remodeled spaces Slab floor R -10 rigid Basement walls R -10 rigid Floors R -30 fiberglass Walls R -21 fiberglass Ceiling R -38 fiberglass Venting roof (new) bird blocks and ridge vent roof (existing) gable vents Crawl space 1' vent per 150' crawl or within 3 feet of each corner (IRC R408,1) Stairways • All stairways to conform to R311,5,3,(1 -3) Tread lenght 11,5' Riser heght 7,5' Railings typical Must not pass 4' sphere or larger Visc specs /o strct�; escription/ raL oetaiLs Lumber schedule All framing standard 16oc 16oc 16oc 16oc 16oc Walls exterior (new) Walls interior (new) Ceiling Flat roof Floors (all) Plate treated Roof Deck beam treated Deck plank Deck joist treated Deck posts(main) treated Deck posts(Stair) treated Headers door /small window large window 5'+ Sheathing Roof Wall Floor Wall covering ext felt siding similar to existing cedar roof covering felt roof similar to existing comp 16oc 16oc 2,, p 2 ply a ply 301b 30yr 2x6 2x6 2x6 2x12 2x10 2x6 2x4 6x12 1x5 2x8 6x6 4x4 2x6 2x8 301b h ost size Stair CORRECTION LTR# Po l- 01 1- 1 4x4 RECEIVED AUG 0 9 2007 TUKWIlA PUBLIC WORKS RECEIVED CITY OF TUKWILA AUG 0 6 2007 PERMIT CENTER roundwa intercepto drain or footing drain per .eotec review Setback back yard 13'10" Level spreader(contoured) er geotech review sign specs Existing power feet to neighbors New structure Now deck pc) elevation (netrokc,gov irnap) Cihyorant SI Le pLa All property boundary, house location, and relative elevation data taken or extrapolated from official survey by Schroeter Land Surveying contracted by Conor Layng 2006 unless otherwise noted Silt fence per gotech review new construction new deck These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. By: <j d5 Date: q2-40-7 elevation (rnetrokc,gov inap Basic drain field plan. Refer to geotech reviw for de All design to conform to said reviw, Garec t Nl GA 1ZEU1 LJ LE1T R. .1)HTEZ Met Y 22 zoo 8? 6,1104 (& ft.OweeS, Ptc.c, 4Eo h' tI t cfrt. C,o&)sL4 t.r TS q (zo 4t7- 764o. Length 30' per geotech review 3 4 " -1,5" clean drain rock cleanout fabric surround bo 7,094 •aolaadsur sarlrllln s'po 4 q uopsadsur ag o1 1a(gns ST sSuphrip paslnaa 30 1., 1! aaueldaooe will plop asagl a1 SUOISTn0.1 01.11 1111M A11E101 slsaa £luilgcsuodsaa aTi 3o suopeio pun sao1a3 01 1 luaunp c111nA oHgnd sit a) suo asap •saoueazpao azuorpne ; att f qns si G3umdao3 00101111031103 303 302 Aq pamacnal uaaq ane4 drain gravel type 1 CB :a1tG aticlnd alp unidannv Ieurd wdda lnanbasgns gnsaa t aarnbai inm put alai) sup .1aue auIMtap asap 'suolllppy •aau2isap 1 3o Aoanbaps au1 ao3 0 spnputus pa:dope p ggas Suolufact , edac num& ueld asagi 4 "x4" treated posts 4' oc bolted to grade board Level Grade board notched 18" oc 2 "x2" treated post RECEIVED CITY OF TM/v[LA AUG 0 6 2007 PERMIT CENTER P g 1 At concrete foundation connection points from new to existing foundation, epoxy 1/4" rebar @ 12" OC minimum 6" embedment into existing foundation and footing to extend 18" into new foundation and footings. Holes shall be inspected at footing inspection where inspector shall observe installation of epoxy and rebar. New foundation rebar shall tie to embedded rebar. 248 l• 1 New paralell .I 1 pvc foundation. drainline and ! 4'pvc downspou't drainlines , 2 opposing foundation drain cteanouts downspout :Existing Foundation and unfinished. basement to be re Moved dur'ir:c, d t on stage, . ., i .. New r ir'. shed basement room of 84 square feet with concrete stab ftdor. See detail\ • • eIn I . _ I ....._, 0 " - -/ Existing • b o. 't h r o o'• '' 1 demoUshed TI II II I I1 11 II I1 II 11 \ Pier block t • :? Existing finishers basement room with existing foundation. fl p.. Foundation lotion o.rd gu t'`•::erdrairis to drain field • Existing structure cetail(less that 4' f raring la 2 Existing Y4` tap sheathing and cedar siding removed only Q. neccessary C 1' r r orri 2 minim ri •per TRC R403,1,6, Horrizontal #4 bar continuous. Top and bottom of watt and two in footing, Vertical #4 24' DC with 1 --bend in footing, Anchor h•C •, .1.' • • eh s rninimurrl per. F ? C R4if3, ".:G drain gravel 12" or approve e ci drain mat r)er geotec review New 3'4' plywood sheathing where needed to match existing malted 3' oc perimeter bar R-21. fiber glass Ins.- ul..0..tlon • r PS �� ► r� ► ► " ► �� • IPS Pal ► tvio • 1 11111111 0 0 4 ► 0 / 1 1 1 l 1 111 A It 1 j l / Y Y Y Y Y Y Y Y [ Y Y �Y YriT Y Y 0 0 O 10 ml i i New footing and gutter drains (separate) i i i filter fabric. New footing and gutter drains (separate) I t drain gravel with filter fabric surround " . c q Hg ain ravel with filter fabric surrounc "'taming plus new founcation 2 inch. "oral" ":ir g cr o rlgic ir: > uica.tion R -10 ;ti;ert: and •h:or "iz bar • 16 loc e i _ • ti �;'; ;� �E t of a l � _> �� i t y ' ICaI '' -.. n) no new floor joist Existing 2x4 wall and plate. F e E ri existing. X fir lap sheathing gy Ps uirm R-30• iber I..'�. Ss • r sul.ati on • RECEIVED CITY OF TUKU\II AUG 0 6 2007 PERMIT CENTER t }" slab• with #-' >k :c r 24' o c rat `:L1. e ` Cr To Existing 2x6 joists (not shown) ° New 2x10 floor joists and rim New treated 2x6 plate Foundation wal 8'x(16' -36') F ► • ling 6 "x15' 2" rigid closed cell foam R -10 • 4" c _�mpac led fill r.:. gravel overlain with 10mill plastic vapor retarder um e n e 1'' '� 11,1. 3 / Vali* washers. 2 0 r greater plameter vust extenc into founcation. Min 2 pe plate within 1' of each en c or 4' c \ Founaation colts ana washers Spacep anc Szea per IRC R403,1,6 simpson STHD1ORJ strap tie holdown or similar (refer to PG 7) 0 / 0 \/ \ I I I/ /.\ „ > i wEPer I i heater. (approximate 0 existing location to remain) craw access Simpson CBSQ66—SDS2 6x6 column base for post \c;i\wL Spa( e \./ New basement utility/storage room 0 R 1& insted 2 inch treated walls affixed with split shank pins to concrete /Y\ utility sink 1740 0 0 \ ( - • /-` 1 Post Refer to detoA • DI pg5 Existing finished basement r oom, son L1344 (1 I:1::1 mpson LB6b• stair landing pos .. ba..se t)017-...0134 RECEIVED CITY OF TUKWILA AUG .06 2007 PERMIT CENTER Pg Closet (new) Storage shelves Washer /drys (s Ck) Range vent, nicrow Ne ga wl N New aril /or demolish d and rebuXt structure`, Refer to Details F1,2 R1,2 pg • 3,5 Refer to Siteplan and Key pg1' for actual ,a new structure clarification � istir g)� new 2x10 jsts 16' oc to suppliment exising 2x6 sd°.S..p.kmh Cabinet uppers and lowers Dial treated 2x8 treated 2x8 deck jsts 16'oc per IRC table R502.3.1(2) treated 6x12 beam elow 7 as 248 s „ino nn _r similar n 1 PE 7 .New r C:: ri n c \e 00 i4" U. • 404U new 2x10 jsts 16' oc to suppliment exising 2x6 L I ste (exlstl g) Rail spaced 4" or less from deck. 2 1/2" bolts per roiling post CGaly, or Stainless Soil level 4x4 post. 36" high 10 • Composite decking 6x6 post (treated) 2x2 railing cpac-Pd 4" or less See Elevations Pages additional details 6x1 bea r�Ctre Irnpson CC5Z\v —6 post cap <: .;i.mpson CB66 r l_ into c)c. nC 1 `:>cai.:=.re ` r �; I "! ,� U J Flashing/bolting Detail (Exploded, representative not scaled) Le Deck boards Std. 2x8 gale hanger Flashing g" bolts 2' CI per IBC table R606.1O(1) 10' span joists 2x8 / REVIEWED CODE E APPROVED AUG 31 2001 City Of Tukwila B ILDIN DIVISION >0 RECEIVED CITY OF TUKINILA AUG 0 6 2007 PERMIT CENTER Pg 4 8" overhang standard (except existing gable ends) New flat . roof sloped 4" per foot Existing 1 slope oof ridge Overhang with rain trough �Hp�o New 9' extension 1 2 sloped roof ridge covered entry porch W /overhang(existing) Roo( PM. 1ii_1/ 2 NN N Existing 12 ridgline. /4 " =1 New ed roof see roof detail Skylight 2'x3' \ew waLL) --,00f and tr./( L.ye cue taiL� no /ew ba L oo ROOF PERIMITER NAILING Table R602.3(1) Blocking between rafters to top plate, toe nail 3 -8d. Table R602.3(1) item i). Roof sheathing panel edges shall be fastened to perimeter framing members (bird blocking) at all roof planes (8d @ 6 inches O.C.). Roof perimeter shall be supported by framing members or soiid blocking. elk Existing 12 sloped /roof ridge /Yi arO c Lose new wall .uction, tukwila framing) Vented bird blocks Ca IIIIIIIua■ 2x6 ceiling joists \e R -) 8 nsl:dlaton 2x10 floor joists and rim parapet wall with flashing cap and rain gutter Ilk ai- 2x6 ceiling joist 6 lls w waLL /-ooP LaiL> c>117 1 /P" 1' Variable length 2x12 rafter and ceiling joist, 4' to 10' (wall to wall span) Typical vented ridge 2x4 rafter, 2x6 ridge, "sheething, composition roof to match existing I� s t I 3 inch wall(blocks) to accommodate 4 per foot flat roof slope . 30 insW i, ■ 2x10 wal ' oists for foundtion refer to cetaR F2 pg 3 Existing roof, wall, .and ceiling . structure 1 r i Vented Bi el locks Half inch sheathing nailed 3 "o,c, perimeter, Wall covering(siding) typical and 30 lb felt Header 2@2x8 for 6'1" window, 2 @2x6 for windows less than 5' For foundation refer to detail H1 pg3 Torc:hdown roofing to extend up slope 24". Existing _rcr posit or: to overlap, Pg RECEIVED CITY OF TUKWILA AUG 0 6 2007 PERMIT CENTER existing rock wall /rockery to be partially demolished and rebuilt to remove surcharge ve drainage subfl e , basemCRlt t ' ceiling • Viii . r ain new drainage rock and paver bedding. Surrounded in filter fabric ceiling height existing basemen floor All final soil grades similar to existing unless noted otherwise North elevation 4" South Elevation 4" _ new foundation new foundation '1° -lu 2 -0, 2-0 (actual) w existing foundation s sec ion represen s ac ua wa length, at an angle to the north and west All final soil grades similar to existing unless noted otherwise . main ridge ceiling basement oor 1 i i Rake wall avid gable end, Plat roof: Paropets and rain trough, not shown 2 -0, 2-0 (ectaal) 97 °4? 1 p' building sectig,n (above) represents 25'2" actual length at angle to west, Window width(as drawn) not representative, West Elevation 4 2-9, 4-0 Ridge, main body Ridge bedroom 1 Ceiling Subfloor Plate All final soli grades similar to existing unless noted otherwise c overed porch Son grade 1 t9 630 existing wall details same as north vlew RECEIVED CITY OF TUKWILA AUG 0 6 2007 PERMIT CENTER 9 East elevation 4 ♦ Bedroom #2 ridge ceiling height subfloor ° existing basement " floor main ridge Main body soil west wall room soil grade Basement en salt 2-5, 4-0 .3-0, 2 -• addition /remodel 2.8, - -8 0-0, 4-7 1 Ceiling main floor AY2" Stair rise o - 11,5' Stair tread, main floor subfloor ♦ 'a® All final soil grades similar to existing unless noted otherwise refer to pg 4 simpson STHD10RJ strap tie holdown or similar Holdoowns, Figures representative not scaled New sheathing tie n l exit:::, ting nailed 3.. c, perimeter. xis tic tie theckened edge under basement en to '' nda ic. new basement floor Re e oo tee{ name o / Po r\da ±io o pg a P.ewv cx10 loon <-; :.lpoll Fri e existing - DE. COKPI_IN pub 31 1001 p£ -[u \ila C QIN _ ®VISION New -round Exist tie H RECEIVED CITY OF TUInMLA AUG 0 6 2007 PERMIT CENTER. Pg i and /or olished rebuilt ucture, er t0 ails F1 pg 3, er to ?plan and pg1 for ual new ucture Hif ication. loset (new) �exIst`ng)� Storage shelves Bathrcbm (new) V F $ / / r/l ck Breaker 0 Q Living oJarY cv '7 L O C-R3 8313) 0 K tchen (ex sting to be remo ^` died) O / O Cabinet uppers and lowers (exIs xpanded) Range, vent, roierawave sec q Ai 'EL Led Deck (new) Bedroom 2 (existing) below 6 wall mount light recessed tight ceiling mount light e , thermostat -220V outlet 110V outlet switch 3 -way timer switch 220 heater e vent c fan New electrical flourescent fixture fire alarm, hardwired and interconnected wall mount light 0 recessed light ceiling mount light 220V outlet 110V outlet switch 3 S 3 -way switch tvent . timer switch 220 heater vent fan 0 thermostat flourescent fixture baseboard heater Existing electrical to remain P g Bo,<>e e ex links to 3 way switch In dining and NW ext, walkway lights crawl access 09y ABEICEO pUG3 -2 �`� pf Tukw � � WIN Existing finished basement room /4 RECEIVED CITY OF TUKWILA AUG 06 2007 PERMIT CENTER