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HomeMy WebLinkAboutPermit D09-090 - LEE RESIDENCE - ADDITION AND REMODELI.1F.E RESIDENCE 1262142 AV S D09 -090 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: 7340600681 12621 42 AV S TUKW LEE RESIDENCE 12621 42 AVE S , TUKWILA WA HEMENWAY DANIEL TRUST C/O HEMENWAY JOHN D WEE , 4816 RODMAN ST NW 20016 Contact Person: Name: PHOEBE LEE Address: 11510 17 AVE NE , SEATTLE WA 98125 Phone: 206 - 268 -0541 Contractor: Name: OWNER AFFIDAVIT - PHOEBE LEE Address: Phone: Contractor License No: CitAtof 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 DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: Expiration Date: D09 -090 06/24/2009 12/21/2009 DESCRIPTION OF WORK: ADD 154 SQ FT TO EXISTING MAIN FLOOR FOR NEW ENTRY. REMODEL EXISTING HOUSE MAIN LEVEL AMD BASEMENT. Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 $67,269.56 V -B * * continued on next page ** D09 -090 Fees Collected: International Building Code Edition: Occupancy per IBC: $1,800.03 2006 22 Printed: 06 -24 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: Signature: Print Name: doc: IBC-10/06 City a Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us N N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Private: Profit: N Private: Permit Number: D09 -090 Issue Date: 06/24/2009 Permit Expires On: 12/21/2009 End Time: Fill 0 c.y. Public: Non - Profit: N Public: I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied hether specified herein or not. The granting of this pe t does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perman e of work. I am authorized to sign and obtain this development permit. /" "V l i Le Date: This permit shall becom null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended P Y P or abandoned for a period of 180 days from the last inspection. D09 -090 Printed: 06 -24 -2009 Parcel No.: 7340600681 Address: 12621 42 AV S TUKW Suite No: Tenant: LEE RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D09 -090 Status: ISSUED Applied Date: 06/01/2009 Issue Date: 06/24/2009 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 inspel :tors 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, property 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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. 13: 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. 14: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping roc ms, bathrooms, toilet rooms, storage closets, surgical rooms. 15: 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 doc: Cond -10/06 D09 -090 Printed: 06 -24 -2009 • 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 distance of 4- inches shall be maintained above the controls with the strapping. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: Cond -10/06 * *continued on next page ** D09 -090 Printed: 06 -24 -2009 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 construction or the performance of work. doc: Cond -10/06 D09 -090 Date: of law and ordinances governing other work or local laws regulating Printed: 06 -24 -2009 SITE LOCATION Site Address: Tenant Name: Property Owners Name: Kph 1 , r^,ih5 —/a , L. C ; e e Mailing Address: 1 V'? 0 Name: Mailing Address: E -Mail Address: ?tvarl,eLee 0 t @ .o w C .) r►, , . GENERAL CONTRACTOR I - ( Contractor Information for Mechanical,(pg 4) for Plumbing and Piping_(pg 5 ) Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Mailing Address: Contact Person: E -Mail Address: it }1e,,rhiscl, 70.1.4 f w'v' Company Name: Mailing Address: 42. ez /v //• CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www. ci. tulavila. wa. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Xing Co Assessor's Tax No.: 7 3 l top 6' 8 t Z ►, c ��leu < /c1Je S -. g 16 Suite Number: New Tenant: Lee f7�,peh. 1 1 S't 1 t` A NE TeCkM LL( 6$30 N(: f3, ell Wcy,Swte C r'Q Ro 10.... A H € ; oi s clt , ?QCJ' r\ trt,ct Lt.( 673 o /' Ltkem Wa Si.%IP li e ln.. s ct, V` e . Contact Person: E -Mail Address: rke; eke) 70 - •. H'ApplicationsTorms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1-2009 bh Mechanical Permit No. Plumbing/Gas Permit N Building Perm Public Works! Project For office. use only) City CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: City Floor: Z- ❑ Yes E :.No State State Fax Number: Company Name: 0 wl, r Mailing Address: City Day Telephone: Fax Number: Expiration Date: State 1$1, )Cenrhol.e, L..4\ c1 0Z,j City State Zip zG� -oi9 -1 Zip Zip ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Zip Day Telephone: (. lob) 3— of 01 t Fax.Number: (2o i,) L IA — 1+4 0 ENGINEER OF RECORD must 1 we ecoi. stamped by Engtn C. Pir►g 1$ I e ir O z City State Zip Day Telephone: ().. ) t — Fax Number: ()-06) S �— 1 4- 1- 1 - OR Page 1 of 6 BUILDING PERMIT INFORMATION 206- 431 -3670 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Will there be new rack storage? ❑ Yes 1 Floor 2 Floor 33' Floor Floors hru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck keh.,a € X75" 3q0 Provide All Building Areas in Square Footage Below H:\Applications\Forms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh EiNo If yes, a separate permit and plan submittal will be required. Addition to Existing Structure Existing Building Valuation: $ ew 'Type of Construction per Type of Occupancy per IBC 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): �s b Y' S I F. Floor area of principal dwelling: I b It S 5 C Floor area of accessory dwelling: 3 1 0 S *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: Al 0 ., Z " " 5 Compact: Handicap: Will there be a change in use? ❑ Yes EL/No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm Qj/ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 'PUBLIC WORKS PERMIT INFORMATION 206=433'-0179 Scope of Work (please provide detailed information): Water District ❑ ,..Tukwila ❑ ...Water Availability Provided Sewer District ®Tukwila ❑...Valley View ❑ .. Renton ❑...Sewer Use Certificate ❑...Sewer Availability Provided 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction /Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut ❑ ...Total Fill ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements El ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water FINANCE INFORMATION . Water District #125 cubic yards cubic yards ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. 71 WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ .. .Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: H:\Applications\Fonns- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1-2009 bh • • Call before you Dig: 1 -800- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Highline ❑ .. Renton ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage City City ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrcunding ff State Zip State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU I Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/1nd • MECHANICAL CONTRACTOR INFORMATION Company Name: O"h (r RQh ncl Mailing Address: cit State zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 7 U Q Scope of Work (please provide detailed information): Use: Residential: New .... [' Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas....❑ Other: Indicate type of mechanical work being installed and the quantity below: H:Upplications'.Fornu- Applications On Line12009 Applications1l -2009 - Permit Application.doc Revised: 1 -2009 bh Page 4 of 6 Fixture Type: . YP Qty Fiit Type: YP Qty - Fixture Type: , - ",Qty Fix xture Type: •Qty • _ Bathtub or combination bath/shower Bidet Clothes washer, domestic 1- Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks - — Urinals t Water Closet -1 Building sewer and each trailer park sewer _ (� / _ Rain water system — per drain (inside building) Water heater and/or vent I Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping System serving 1 -5 :nlei :s /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 / Gas piping outlets _ PLUMBING AND GAS PIPING 'PERMI T'INFO • • PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 0% er i&m s. d Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ OHO Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: H: Applications\Forms- Applications On-Line \2009 Applications \1 -2009 Permit Application.doc Revised: 1 -2009 bh Page 5 of 6 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 Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUT r ED / AGENT Q Signature: -r'/ -n 7 °( /L, Date: Tit)- Print Name: ( Pl ,)e li Le-e, 't, )(-)v-5 Day Telephone: (2-0b) r I O t - o 7 Mailing Address: 1 1 V I J i -11C hc- s SeG LP S-1 Z — City State Zip Date Application Accepted: Date Application Expires: Staff Initials: H:\Applications\Forms- Applications On Line \2009 Applications \t - 2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 Receipt No.: R09 -01281 Payee: PHOEBE LEE Payment Cash Authorization No. ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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.citulcwila.wa.us RECEIPT Parcel No.: 7340600681 Permit Number: D09 -090 Address: 12621 42 AV S TUKW Status: ISSUED Suite No: Applied Date: 06/01/2009 Applicant: LEE RESIDENCE Issue Date: 06/24/2009 Initials: WER Payment Date: 08/1/72009 11:32 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount 60.00 Account Code Current Pmts 000/345.830 60.00 Total: $60.00 • Payment Amount: $60.00 doc: Receiot -06 Printed: 08 -17 -2009 Parcel No.: 7340600681 Address: 12621 42 AV S TUKW Suite No: Applicant: LEE RESIDENCE Receipt No.: R10 - 00381 Payee: LEE RESIDENCE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Cash Authorization No. ACCOUNT ITEM LIST: Description BUILDING INVESTIGATION RECEIPT Initials: LAW Payment Date: 03/04/2010 02:31 PM User ID: 1632 Balance: $0 60.00 Permit Number: D09 - 090 Status: ISSUED Applied Date: 06/01/2009 Issue Date: 06/24/2009 Total: $60.00 Payment Amount: $60.00 Account Code Current Pmts 000.322.800 60.00 R AYME' ECEIVED doc: Receiot -06 Printed: 03 -04 -2010 Copy Reprinted on 06 -24 -2009 at 09:07:14 06/24/2009 RECEIPT NO: R09 -00959 Initials: WER User ID: 1655 Total Payment: 1,342.91 Payee: PHOEBE T LEE SET ID: 0624 SET NAME: LEE RESIDENCE SET TRANSACTIONS: Set Member Amount D09 -090 M09 -060 PG09 -049 TOTAL: 1,092.70 166.21 84.00 1,092.70 TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA ACCOUNT ITEM LIST: Description BUILDING - NONRES MECHANICAL - RES PLUMBING - RES STATE BUILDING SURCHARGE CiPy of Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us SET RECEIPT • Payment Date: 06/24/2009 1,342.91 TOTAL: 1,342.91 Account Code Current Pmts 000/322.100 1,088.20 000.322.102.00.0 166.21 000.322.103.00.0 84.00 640.237.114 4.50 TOTAL: 1,342.91 PAYMENT RECEIVED Parcel No.: 7340600681 Address: 12621 42 AV S TUKW Suite No: Applicant: LEE RESIDENCE Receipt No.: R09 -00806 • City of Tukwila Initials: WER Payment Date: 06/0A /2009 10:47 AM User ID: 1655 Balance: $1,0112.70 Payee: PHOEBE LEE 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - Authorization No. 03671C ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT 707.33 Account Code Current Pmts 000/345.830 707.33 Total: $707.33 Permit Number: D09 -090 Status: PENDING Applied Date: 06/01/2009 Issue Date: Payment Amount: $707,33 doc: Receiot -06 Printed: 06 -01 -2009 COMMENTS: Type rnspecti n: l 6 ,14 Addr s: 1 1-(021 4 ZJiE .r. rrt4 . pr7Lt -e Special Instructions: / Date Wanted 2_7,0 cw , I 1 � c 3 J1.I ; ■ ' * — i 1 -1\ * c 03 _ , t NS . 0/. J ' ? Lae7^ redcJ d AA( A j)' e ei �---, A 1 fl Proj ct: c— lie. f , ' �eAa Type rnspecti n: l 6 ,14 Addr s: 1 1-(021 4 ZJiE .r. Date Called: Special Instructions: / Date Wanted ` a.m lO - I e - ry p.m. Requester: Phone No: 633 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 069 -d7) PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. Ei Corrections required prior to approval. nspef tor: �� / Date: G t 11 .� fO -1O El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioli. Receipt No.: 'Date: J Project Type of Inspection: Address: Date Called: Special Instructions: / Date Wanted: �' / r t t a. m. p.m. Requester: Phone No: 1 ?.v ? (033 - a'7 I3 INSPECTION RECORD Retain a copy with permit INSPECTI • N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: sr ( VA/ Pg_._J . ) r c. Receipt No.: Inspectpr: �� �, �� 1�. Date. 60.00 SPECTION FEE REQUIRED. Prior to inspection, f $ QU RED. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: .03q, oq( PERMIT NO. (206)431 - :3670 1 Pro'ect: Ref: Je_�. 41_ Type of Inspectiork: el20 A- 7 Address: 4 / 26 2 1 zi 2"'14ve s, Date Called: Special Instructions: 7a K-- �^"`� /� ✓ �� Date Wanted: C a.m. Requester: Phone No: ] INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: F- s o(P.. . S U 4f r B J n, I°k? Inspect r: n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: oq j 0 PERMIT NO. (206)431-3670 Date / 7 COMMENT . ` ._5-A c-r2 Al D� C � -- 0 o 1Z {'- y M v SI SL-, 0 I,.) ,!! i'' 7 o 61.) ) t- =-s nee .P, Vi) Lk.. . z D 4I)(e_k N , A 14-,)" re 'Gk(eJ'ur t•Jf(l. D ?r s 5 i.- 5:A- . ,15 0 /1 E S C t ) fi t o / . . ? ' - 7 ( ))5 £ / k ki ra /1 ► 44.1A,re . !s-D p,..) Si AAL.As` 114... 5AAAL .fiec.,'.).^ A ( ./ As ./41-(2.F44 pp ��Cr0f5 J n J r <-5 - T 6,9n A r c■T t-411I,JAi e T,J-ry OA ( J 4 ) 71 ` /I ju s ( M e A JS A-4P nay 6 1 ,.r1: e. c'(. - r) heA.- -t . (D ? Jo r /...,-. r 00 I ' 7 ._ T-r" ; s [ „(( of 1 ,JA7' - r'r. 6 ''ii- - 0, ,T :/c) p e. a 9 A . CO d :sir ' n) (; r i oAn) /3e4 -t • Project: P /P �Ln/t? o d ress - Type of ovr ∎ /Nj D& Address: /.a62/ y< „la 5 Date Called: Special Instructions: AA,. 57 ,It- i t/;(12 7U S2P 4 3p 11AI j y� , I :Art.) I / /_ Date wanted; // / /, /a5 . , . p.m. Requester: Phone No INSPECTION RECORD Retain a copy with permit 4 91 PERMIT NO. - CITY OF TUKWILA BUILDING DIVISION 14 ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. Ins pecjorm A ltiA A Date: /3 - al] E '$ REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioln. Receipt No.: Corrections required prior to approval. Date: r COMMENTS: Ars .- AA xy p/ a J I‘" Address: 2 2/ 4/2 .i a S Date Called: S I, ti n p 9t /0Pe_Sf t _i C J A, , a cf., (� c J Al l pi b r _T , !<) J J' l. f () r__ --r--, , D d2s G ti., ? e. Project: Zee / 4P5 . Type of Inspection: _ e. Address: 2 2/ 4/2 .i a S Date Called: Special Instructions: ./rr Date Wanted: 7 /3_ A S EIG, p. Requester: Phone No: INSPECTION NO. J Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)431-3670 Corrections required prior to approval. .r Inspec r. Receipt No.: Date: (3 s C LI $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: Project: Zee' e° A Type of Insp tin: /4 ( /S, Address: 41 62/ yZ 4v S Date Called: Special Instructions: _/ Date Wanted: 9 .-- /v . D .. P p.m Requester: Phone No: -- X3.3 -0 7i 4 5 44 INSPECTION RECORD Retain a copy with permit bi -G PERMIT NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No.: Date: 5 , 0 1 7 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee muse: be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule.reinspection. 1Date: COMMENTS: App /.1,J d 4 p Af-n/l( Address: /.a 6z/ '/2 ' S Date Called: S 4,)( ,i'.1-7J I,.A-AA 7 (3Je..r• t, )A - 1( / Date Wanted: 9— /D -6 64 e,e . p A- r\ ef JAI I ((f Requester: 641( I e.r "; ? , N /�. -. .© ,/I! 1 ■1 a Phone No: /2 0 -6S3- 07 3 • /l 04- 7 - 0 ; n u t A - r' d /ILn LJ'e. ` P"7e 1,,i A'( A) -4/n JT 4 erg,k -- / k - t- . i) Project: 2 t' �Ps Type of Inspection: ,C oo Q _ALT - f d/V Address: /.a 6z/ '/2 ' S Date Called: S 4,)( ,i'.1-7J Special Instructions: Date Wanted: 9— /D -6 p. Requester: Phone No: /2 0 -6S3- 07 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION IPA- 1� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 370 ❑ Approved per applicable codes. Inspect\ Receipt No.: INSPECTION RECORD Retain a copy with permit 009" v PERMIT NO. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. aEL Corrections required prior to approval. 'Date: 1 COMMENTS: rA ,,,,, i- �Z A V, rv 6k- (A) s J(10 T P er AeQ-6 s r , A i , <.r f f� a -) LL 1 C e * ! t ' r : z.-,6 A — f 1 • �:�<< ` t I. ` Tro ' ' �f � � �a J� W: 7� J aE � 11) I r" e si,La otzt Cl6r O f k a. (p P' nz i t,J i' SM I rf l/v. �,:_l'A AD s�rever - v 0 A 5T ., n ut J r A .Je CAJ-- v iOr ■ (j i1eg, p pc 0. 0 �e� 4 r 0 -- 1 • o1/4 s d /dr *.A me N3t (rte-- y,j. Proj ct: .,fie Pes . Type of Inspection: / /z1/yl /!t/e„, Address: Date Called: Special Instructions: Date Wanted: ' • a . Requester: Phone No: ,e6 -mo6 - 0 /9 - 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 12- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Inspg'ctor: N orrections required prior to approval. Date'' 1 `y y ri $60.00 REINSPECTION FEE IkEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ��cc ( L) —IT < ,l� R J A A L -0 3?f tAi (1 s` _ l.AS ( k R l ,rte 1,..):4 O S or �=� P2 �'�.,4 � ��f� RI �,� Dr.'s 'T rA - 0 . I, 1 rnr rte, , Al A. y `f- (;;A- 0c . )rr: rA-{ z e i .A * 1, }A. ' A..9n1,) .E 3l :!t� .� l � -4' — 7 - 1) r I ��'J 4 ` ` 6. : AAe, � A LA l r 4 � nn 5-0 A t e J t n I I — /A)A r; a,1 to J1 l 0 Phone No: 12.o-633-0-7i - Project: 1.....e .e Re 5... - Type o Inspection: 14I IS6'°m1 6 t 6 ii'0 Address: Date Called: Special Instructions: _ Date Wanted: 3 I - OS (a. p.m. Requester: Phone No: 12.o-633-0-7i - INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. .1 (206)431367 A pproved per applicable codes. El Corrections required prior to app�•oval. z ( Inspector: 1Date: ■ (i $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: Project: L-c e Res Type of Inspection: L �J n (` S �a1"I ;Aj‘ b..tio Address: 1 - ((L 1 t^ I 2 $h) S Date Called: Special Instructions: Date Wanted: a Z- 9 - 0 ( Lazo) p.m. Requester: Phone No: 1Zc) C'33ro7) o CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 ..3670 ❑ Approved per applicable codes. COMMENTS: nspect 0 INSPECTION NO. 60. al INSPECTION RECORD Retain a copy with permit D6 PERMIT NO. Corrections required prior to approval. 1/ -LEQ A 81..c 0 g.o( ►9 e 7 PUS 4' AL) _a, A I I �_1i IJSO -f Y � Dat , � 8 -. 0 REINSPECTIO FEE RECUR D. Prior to inspection, fee must be at 6300 Southcen er Blvd., Suit 100. Call to schedule reinspection. 1 Recit No.: 'Date: COMMENTS: Type of Inspection: /.f419/ /// - A Address: /a. c2/ -/2, e rt- . *41 iL d -SL L) ,A, 1 / ( 3 ( -f i P le-J}. (.t/ )4 ii-J taut OA i iJ 5 .) ArA r4" _. . b J/-- t -� f fi �. t o : ( It • C c . ' A..f.a .-,)R, -- Lj4 f / AC F .34 t i A I Project: S ,Q Type of Inspection: /.f419/ /// Address: /a. c2/ -/2, ' S' Date' CaL edL . J . f — I ." Special Instructions: / _ iS -.4, "w - • / -. L/ Date Wanted: 2 7— U tila p.m. Requester: / / PPhone / //j/ o: // /! /� . 1� I .A�' YIJ.�6)- 47 ko INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION It-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 pproved per applicable,codes. 1 1 Receipt No.: 'Date: ,co -a5;] PERMIT NO. orrections required prior to approval. Date: (fit `S� „ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must: be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspect ion. COMMENTS: Typ l JfA spell n:. Address: 4 .. 12021 42 k Special Instructions: Date Wanted: - 1 -1 l� 6, --i ( Requester: . \ tiJ I do f 'S / 'nJ , „e I 7 1 'S �.;p tA a -.et L n� -P � ( ; .1 �----, k, ) r S LC L 1 ( / J A-1 ( R 1 A Project: / Typ l JfA spell n:. Address: 4 .. 12021 42 Date Called: Special Instructions: Date Wanted: - 1 -1 l� - - a.m. p.m. Requester: Phone No: INSPECTION RECORD nn Q Retain a copy with permit Lo 1 q f INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 111Approved per applicable codes. nsp tor: orrections required prior to approval. • { I Date : L1 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: — CO1 -,oc_ rvr (b1S ,.(leg fit PUL COO of rU' -i S Da Ian .I.'G� „G :A t1 S ide c 4 Gf e heu . 0L 4 J2ccW fI. Special Instructions: �) l/"1 �' y/friv2- g7/ °1 p' 'G 1.�� Date Wante V u e '-- Phone No: 4 1/39 Protect: e Type o spection: I 3�L) A cs I 4 , ∎ Date Called: 7 , / Special Instructions: �) l/"1 �' y/friv2- g7/ °1 p' 'G 1.�� Date Wante V u e '-- Phone No: 4 1/39 1,0 SD INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 ..3670 ©Approved per applicable codes. INSPECTION RECORD ,] Retain a copy with permit .V PER NO. Corrections required prior to approval. Inspector: f .... Receipt No.: Date: 'Date: 7 I2 f ocII ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mu.,t be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type o nspe4tion U)f - SLg -+? 1 A- / Date Called:r� ,,,, 0„,..., Q i --- A ( Date Wanted: . � Z p.m. Requester: Phone 7,6 - 63 - o / if 3 (1_1)U - t, hi Ks 1.. e '"N-S. .p 7/ lr% t e'I L f 1 y f f e - ..tnrf` N I. I t w 1 A Proj t: R il Type o nspe4tion Address: is-1 17,621 �f7, S. Date Called:r� ,,,, 0„,..., Q i Special Instructions: 1 1 / r Date Wanted: . � Z p.m. Requester: Phone 7,6 - 63 - o / if 3 INSPECTION RECORD AQ .,� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 3670 App • • per appli Corrections required prior to approval. Inspector: Date: $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspedion. Receipt No.: Date: COMMENTS: Type of Inspection: I've /.,t /4 /, o et) 1. ''/ Address: /2( / () ---1 o b.-L( -0 lei M 7 A Special Instructions: Date Wanted d5. t a .m m. Requester: N Phone No: /2D-53-'7' J 1 1 ¶: Yr i f • ' < ' - Z:) Nit -el ATM) A S: R . ■ Project: 4 r-e R osi S Type of Inspection: I've /.,t /4 /, o et) 1. ''/ Address: /2( / /2 Av 5 Date Called: Special Instructions: Date Wanted d5. a .m m. Requester: Phone No: /2D-53-'7' 3' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 005--5 G 'U PERMIT NO. Inspec(or: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be • paid at 6300 Southcenter Blvd., Site 100. Call to schedule reinspedion. f �M Receipt No.: Corrections required prior to approval. Dater 2 3 'Date: COMMENTS: AO t. '/ 5 N /`. -- b i •; . 1 ( ?xf ( 410-7--;( 1 J A � . A-1 f / I -or . �. ''_`,3 71 � S A--� ��, ��A,� i - n � A S i-- $L- C eJ , S , J & V 1IA. , ) � c ei &Ai re Si1/vLTv • re Ma Af ( . (\e.e A ii.n :,, eP 1- 7) j :AK, l_.R - -Te 3 , /Ar, ?I ! ` {1 AAP k S Special Instructions: —,� , P1 J/ GO ti.N 1 25 _4-1 (- at LA :, \ , t t.J/\_t M\,. .)1 A J rt ( 1-0,,, LAX ,,, u)( )3" *-- (J - rte p1 I- jAA4k,JAre )ST: P B/A Art ta l " f ( i , R,I v d r 1 "-4 f e G ,,,.,: r f M n1T — Project: ..Z. �e. Type of Inspection: F2907 Att. Address: /c 602 / 1 /2 friv � Date Called: Special Instructions: —,� , P1 J/ GO ti.N 1 25 _4-1 Date Wanted: 7-2,o- Q G�i� p. Requester: Phone No 9OG -330 -7/,' INSPECTION RECORD Retain a copy with permit .1)407—C) j v INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Q-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. orrections required prior to approval. ri $60.00 REINSPE.CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Engineering www.tecinstruct.com Client: Project: FILE COPY 12621 42nd Ave Tukwila, WA 98168 Description: Lateral Design Building Codes: EOR: Date REVSIN IBC /IRC 2006 ASCE 7 -05 Structural Design/ Roland Heimisch, P. E. Phone 206 553 9076 07/22/2009 tO 090 tecinstruct LLC 6830 NE Bothell Way Suite C, PMB 181 Kenmore, WA 98028 Phone (206) 553 9076 FAX (206) 529 4408 rl ieimisch @vahoo.com www.tecinstruct.com REVIEWED FOR CODE COMPLIANCE STRUCTURAL DESIGN APPPIOVED AUG 14 1009 Hong Wing Ho, Phoebe Lee City of Tukwila 1i BU1L0INGCI 0 N RECEIVED JUL 2• 7 PERMIT CENTER 4111,: 12621 42nd Ave S Tukwila, WA 98168 EZ- Locate returned a segment match. Matched Address Location (WGS -84) 2000 Census 12621 42ND AVE S SEATTLE, WA 98168 Decimal Degrees Deq:Min:Sec FIPS State...: 53 FIPS County..: 033 Tract •0272. Block • 2010 FIPS Place...:72625 FIPS MCD •92928 MSA • 7600 Mete • 42644 Metro •42644 Micro 0 Lat: 47.490075 47:29:24.270N Lon: - 122.280243 122:16:48.875W Standard Address Postal 12621 42ND AVE S TUKWILA,WA 98168 -2554 Carrier • C004 JSP Page EZ- Locate Interactive Geocoding Results Click here to log off the system Use of these geocoding results is subject to License EZ- Locate Interactive at www.geocode.com © 2009 Tele Atlas. All rights reserved. Tele Atlas Click here to geocode another address Page 1 of 1 http:// www .geocode.com/EZLI /FindServlet 7/22/2009 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.490075 Longitude = - 122.280243 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.482 (Ss, Site Class B) 1.0 0.510 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.490075 Longitude = - 122.280243 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.482 (SMs, Site Class D) 1.0 0.765 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.490075 Longitude = - 122.280243 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2 /3xSM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 0.988 (SDs, Site Class D) 1.0 0.510 (SDI, Site Class D) a_ Sklar Rased Contours (2000) • 50 ice c.a. - lb ad onto. Arterial Streets - (bah.. County - Slab Rouraf rawy. - run.. Freaways No warranties of say sod. handing ...sq. Wins. or merchantability obeempany Ova produci Copyright 20055.00 Rignts Remind. City 05 Seattle Prepared June 23 . 20255 by DPI}GIS PROCEDURE TO DETERMINE UPLIFT /DOWNFORCE STRAPS /HOLDOWNS H 4; :_ ____ __� w - restriction Roof / Floor with tributary length perpendicular to wall - w - restriction Wall I II e - i' - -- - - - - - -- - TDF TU Moverturning = PxH =vxLxH Mrestricting = 0.6 x (Mrw+ Mr x = 0.6(HxLxl0psf +I +Lxl2psf)x- For stacked walls, H and I are accumulated for all tributing Floors Uplift: U = (M - M / (L - e) Downforce: DF = Mot/L (only calculated where SW is supported by beam or post instead of wall below) Anchor Bolt Capacity: for 5/8" wedge anchors, embedment 4 -1/2 ", and concrete strength 2,500 psi, all shear is 2,915 lbf (per Simpson, interpolation between 2,000 and 3,000 psi). This value is used for anchoring in concrete slabs and footings For anchors in concrete stem walls: Edge distance: Reduction factor All shear per bolt E-p =vxL v = shear lbf/ft (0.6 per Basic Load combination) for 8" concrete wall, edge distance = 4" Allow 1/2" variation for installation inaccuracy »> critical edge distance = 3.5" = 0.49 = 2,915 x 0.49 = 1,482 lbf tecinstruct LLC, Kenmore, WA 98028 Engineering 1. LATERAL DESIGN tecinstruct LLC 6E30 NE Bothell Way Suite C, PMB 181 Kenmore, WA 98028 Phone (206) 553 9076 FAX (206) 529 4408 rheimisch @yahoo.com Project: Phoebe Lee, Remodel, 12621 42 Ave, Tukwila, WA 98168 1.1 Seismic Design Criteria Basic Seismic - Force - Resisting System Diaphragms t Shear Walls Medium Building Height H = 20 ft Seimic Use Group I Importance Factor l = 1.0 Site Class D Seismic Design Category D Response Factor R = 6.5 (light frame wood building) Mapped Acceleration S = 1.482 S1 = 0.510 < 0.6 Site Coefficient F = 1.000 F„ = 1.500 Design Acceleration SD = 0.988 SD, = 0.510 I = 1.0 C = 0.02 K = 0.75 Fundamental Period T = Ct X (h = 0.02 x (20) = 0.189 sec Seismic Response Coefficient C = SDs / (R /I) = 0.988 / (6.5/1.0) = 0.152 max C = SD / (T x R /1') = 0.510/ (0.1891(6.5/1) = 0.415 min C = = 0.01 » C = 0.152 tecinstruct LLC, Kenmore, WA 98028 Project: Phoebe Lee, Remodel, 12621 42 Ave, Tukwila, WA 98168 Building Weight The weight of the walls is applied by adding 5 psf to the roof DL (upper half of walls) and 10 psf to the floor DL (full story height) 2nd Level W = (15 + 5) x 55 x 34 = 37,400 lbf 1st Level W = (12 + 10) x 55 x 34 = 41,140 lbf Total Building Weight W = 78,540 lbf Base Shear VBase = C x W = 0.152 x 78,540 = 11,940 lbf Design Shear: To convert from strength level to ASD, Base Shear is multiplied by 0.7 VDesign = 0.7 x 11,940 = 8,360 lbf Vertical Distribution: F = C „ x V= C „ x 8,360 Cvx = (w x h I I (w x h with k = 1.0 for T < 0.5 sec Level w hx wxhx wxhx /Lwihi F. LN /S vxNS LE/w vxEW (lb) (ft) (Ib -ft) ( %) (lbf) (ft) (lbf/ft) (ft) (lbf/ft) Roof 37,400 15 561,000 70 5,852 55 106x1.12 30 195 Main Floor 41,140 6 246,840 30 2,508 55 46x1.12 30 84 I 78,540 807,840 100 8,780 * * Note: As seismic loads govern in N/S direction, and wind loads governing in E/W direction are only 12% higher than seismic loads (9,380/8,360), while the allowable load increase factor for shear panels is 40% for wind loads, the seismic load in E/W direction is increased by 12 %. This yields the required uplift forces for the (higher) wind loads. For the all shear forces per foot, the criteria for seismic loads (incl aspect ratio) are applied, i.e. no 40% increase is applied. This is conservative. tecinstruct LLC, Kenmore, WA 98028 Project: Phoebe Lee, Remodel, 12621 42 Ave, Tukwila, WA 98168 1.2 Wind Design Method 1 per ASCE 7 -05 Design Criteria: Basic Wind Speed 85 MpH Exposure B Importance Factor l,, 1.0 Adjustment Factor 1 1.0 Wind Speed up factor 1.0 Roof Slope 10 degrees ps3o for Wind zone A 12.9 psf B -5.4 psf C 8.6 psf D -3.1 psf Where total wind load based on above listed factors is less than total wind load calculated with 10 psf, the latter is used (ASCE 6.4.2.1.1) . For wind tributary areas, see sketches next page(s) Design Method Building is a simple diaphragm building per ASCE 6.2 Building height = 20 ft < 60 ft, with h < least bulding dimension, » building is low rise per ASCE 6.2 Building is enclosed per ASCE 6.2 Building is regular- shaped per ASCE 6.2 Building is not classified as flexible per ASCE 6.2 Building has not response characteristics described in ASCE 6.4.1.1 Building has approximately symmetrical cross sections Building is not partially enclosed, therefore no torsional load cases »> Building qualifies for design method 1 per ASCE tecinstruct LLC, Kenmore, WA 98028 Iwt (v; di icy a -I° /2 / /0.0 - (N . lo4 v I2,J IS°3 4 )u.Q S Zr o / y 30 vt. Ps (/) fi) J l C I la /ay 2 At fe-irst.jc g 3c» , /4`) (e IV 14 id 211E TOP L_I ( n 40y Av Yy+ La ). 4,4 ./ e.I (d = AS K � � l 134 fat, a ` (t',V "v < e4d / - � �( (iv -- t'fi 3 4- . y �ti 4.1 GI 1 11 -4 7 0 /sT l /it Svc 04 ift f 601 .1 61/4, c „ (p4,0 Za s z o, , y c t R-_ 12 ,j G/ D I.� v • ) ■ • -7-1 - ;Um/ I . 11 ii ; 1 • 1 I; i 1 •,, 1 : r. milm••■•■ 717 ot t e Lev 1F / CEy'( . r f r - 1 - 1 /)/ /7J 75 = ) 1 1 , 7 5) 1 " --) 7AC1 v �y 11/ J Eu 19 Shear Wall Types Straps Holdowns Project: Lee Residence SW OSB Nails Nail Nails Nails Boundary Seismic Wind Anchor Clips Clip type embmt edge field Member list x .94 x 1.4 Bolt 5/8" type Spacing @ @ (to adjust @ @ (in o.c.) (in o.c.) for HF) (lbf/ft) (in o.c.) (in o.c.) (NA) P1 -6 15/32" 8d 1 -3/8" 6" 12" 2x 244 342 48 LTP4 24" P1 -2 15/32" 8d 1 -3/8" 2" 12" 3x 602 842 36 LTP4 12" Callout Strap All Wood Nails/ T Member Bolts (lbf) (in) A MST 37 2135 (2) 2x 20 -16d Callout HD All Wood Nails /bolts Bolt Bolt T Member dia embmt. (lbf) (to wood) (to conrete) 1 LTT19 1125 (2) 2x 8 -10d 1/2" 7" 2 HTT4 3105 (2) 2x 18- 10dx1/2 5/8" 9" 3 HD7 6480 3 -1/2" (3) - 7/8" 7/8" 15" tecinstruct LLC, Kenmore, WA 98028 Shear Plane 1 Level Shear Shear Length Shear SW Panel L h Moment Wall R/FI Moment Uplift Uplift HW total total uniform Type OT trib.H trib.L Restr. T T V (lbf) V (lbf) L (ft) v (lbf/ft) (ft) (ft) (lbf-ft) (ft) (ft) (lbf-ft) (lbf) (lbf) (acc) 2 2945 2945 21.5 137 P1 -6 1 -1 10.00 8 10958 8 15 6900 427 427 1 -2 11.50 8 12602 8 15 9125 316 316 1 Concrete level in plane 1 Project: Lee Residence tecinstruct LLC, Kenmore, WA 98028 Shear Plane 2 Project: Lee Residence Level Shear Shear Length Shear SW Panel L h Moment Wall R/FI Moment Uplift Uplift HW total total uniform Type OT trib.H trib.L Restr. T T V (lbf) V (lbf) L (ft) v (lbf/ft) (ft) (ft) (lbf-ft) (ft) (ft) (lbf-ft) (lbf) (lbf) (acc) 2 2945 2945 21 140 P1 -6 2 -1 4.00 8 4488 8 15 1104 967 2 -2 5.00 8 5610 8 15 1725 863 2 -3 6.00 8 6731 8 15 2484 772 2-4 6.00 8 6731 8 15 2484 772 1 1260 4205 31.5 133 P1 -6 2 -1 4.00 8 4272 16 30 2208 590 1557 2 -2 7.00 8 7476 16 30 6762 110 978 2 -3 8.00 8 8543 16 30 8832 -38 734 2-4 12.50 8 13349 16 30 21563 -684 88 tecinstruct lic, Kenmore, WA 980258 L-•\ Shear Plane A Project: Lee Residence Level Shear Shear Length Shear SW Panel L h Moment Wall R/FI Moment Uplift Uplift HW total total uniform Type OT trib.H trib.L Restr. T T V (lbf) V (lbf) L (ft) v (lbf/ft) (ft) (ft) (lbf-ft) (ft) (ft) (lbf-ft) (lbf) (lbf) (acc) 2 1860 1860 27 68.9 P1 -6 A -1 27.00 8 14880 8 4 26244 -429 < 0 1 810 2670 x 0.5 1335 7.5 178 P1 -6 A -1 2.50 8 3560 16 6 413 1574 1574 A -2 5.00 8 7120 16 6 1650 1216 1216 western part of this shear plane is full height concrete wall, i.e. 50% of load applied to wood shear panel this is conservative, as based on its rigidity, the concrete wall will take most of the load, if not all tecinstruct Ilc, Kenmore, WA 98028 Shear Plane B Level Shear Shear Length Shear SW Panel L h Moment Wall RIFI Moment Uplift Uplift HW total total uniform Type OT trib.H trib.L Restr. T T V (lbf) V (lbf) L (ft) v (lbf/ft) (ft) (ft) (lbf-ft) (ft) (ft) (lbf-ft) (lbf) (lbf) (acc) 2 3300 3300 7 471 P1 -3 B -1 7.00 8 26400 8 4 1764 3790 3790 1 Full height concrete wall at lower level Project: Lee Residence tecinstruct LLC, Kenmore, WA 98028 Shear Plane C Project: Lee Residence Level Shear Shear Length Shear SW Panel L h Moment Wall RIFI Moment Uplift Uplift HW total total uniform Type OT trib.H trib.L Restr. T T V (lbf) V (lbf) L (ft) v (lbf/ft) (ft) (ft) (lbf-ft) (ft) (ft) (lbf-ft) (Ibf) (lbf) (acc) 2 1440 1440 12 120 P1 -6 C -1 9.00 8 8640 8 4 2916 673 673 C -2 3.00 8 2880 8 4 324 1022 1022 1 625 2065 4.5 459 P1 -3 C -1 2.00 8 7342 12 8 240 4735 5408 C -2 2.50 8 9178 12 8 375 4401 5423 tecinstruc t 11c, Kenmore, WA 98028 Engineering www.tecins•ruct.com Client: Project: 12621 42nd Ave S Tukwila, WA 98168 Description: Deck Addition Building Codes: Structural Design/ EOR: IBC/IRC 2006 ASCE 7 -05 Date 05/26/2009 Poelfsvo w �� STRUCTURAL CSESIGN Hong Wing Ho, Phoebe Lee Roland Heimisch, P. E. Phone 206 553 9076 Fax 206 529 4408 DO9 090 tecinstruct LLC 6830 NE Bothell Way Suite C, PMB 181 Kenmore, WA 98028 Phone (206) 553 9076 FAX (206) 529 4408 rheimisch @yohoo.com www.tecinstruci.com t do tEn FOR R APPPOO JUN UN 2 2 2009 -- ; c# o DIVIPIO , D J's / Z' ! 0\J RECEIVED JUN 012009 PERMIT CENTER Project: Hong Wing Ho, Phoebe Lee, Deck Addition, 12621 42 Ave S, Tukwila, WA 98168 Design Criteria Dead Loads Roof Coating/Waterproofing 2.0 Sheathing OSB /Plywood 15/32" 2.0 Trusses / Framing 3.0 Insulation R -38 1.2 Gypsum Board 5/8" 2.8 Miscellaneous (Sprinkler, HVAC etc) 1.5 Total 12.5,. say 15 psf Floors Living Finished Floor (carpet) 1.0 Sheathing OSB /Plywood 3/4" 2.5 Floor Joists / TJIs 2.5 Insulation R -11 1.0 Gypsum Board 5/8" 2.8 Miscellaneous (Sprinkler, HVAC etc) 1.5 Total 11.3, say 12 psf Decks /Balconies Decking 3.0 Floor Joists / TJIs 2.5 Miscellaneous (Railing/Waterproofing) 1.5 Total 7.0 say 8 psf Ext. Walls Siding 3.5 Sheathing 15/32" OSB /Plywood 2.0 2x6" Studs @ 16" o.c. 1.7 Insulation R -21 0.6 Gypsum Board 5/8" 2.8 Total 10.6, say 12 psf Int. Walls 2x4" Studs @ 16" o.c. 1.5 Gypsum Board (2 sides) 5/8" 5.6 Total 7.1, say 8 psf Live Loads Roof 20 psf Floors 40 psf Decks 40 psf Balconies 60 psf Snow Load Snow Ground Load 25 psf Snow Roof Load (no reduction applied) 25 psf Snow Exposure Factor C = 1.0 Snow Load Importance Factor I = 1.0 Thermal Factor C = 1.0 tec LLC, Kenmore, WA 98028 Project: Hong Wing Ho, Phoebe Lee, Deck Addition, 12621 42 Ave S, Tukwila, WA 98168 List of designed members Key No. 01 Deck Joists, HF No. 2, 2x10 ", @ 16" o.c., P. T. Key No. 02 Beam, HF No. 2, 10x16 ", P.T. Key No. 03 Column, HF No. 2, 6x6 ", P.T. Key No. 04 Spread Footing, fc = 2,500 psi, 24x24x10" Key No. 05 Deck Joists, HF No. 2, 2x6 ", @ 16" o.c., P. T. Key No. 06 Beam, HF No. 2, 4x10 ", P.T. Key No. 07 Column, HF No. 2, 4x4 ", P.T. Key No. 08 Spread Footing, fc = 2,500 psi, 18x18x10" Key No. 09 Floor Joists, HF No. 2, 2x6 ", @ 16" o.c. Key No. 10 Continuous Footing, fc = 2,500 psi, 12x10" Key No. 11 Garage Header, verify min DF No. 2, 6x10" i tecinstruct LLC, Kenmore, WA 98028 Project: Hong Wing Ho, Phoebe Lee, Deck Addition, 12621 42 " Ave S, Tukwila, WA 98168 Key No. 01 Deck Joists, HF No. 2, 2x10 ", @ 16" o.c., P. T. Span: = 14 ft Load: DL = 8 psf LL = 40 psf SL = 25 psf For calculation see attached design sheets Connection to beam: Simpson H 2.5 Connection to Ledger Simpson U 28 Connection ledger to wall: Bolts 5/8 ", A 37, @ 18" o.c. Key No. 02 Beam, HF No. 2, 10x16 ", P.T. Span: = 21 ft Load: from deck w/ trib area 7 ft DL = 7 x 8 = 56 Ibf /ft LL = 7 x 40 = 280 lbf/ft SL = 7x25 = 175 lbf/ft For calculation see attached design sheets Connection to column: Simpson CC 106 Key No. 03 Column, HF No. 2, 6x6 ", P.T. Height: = 9 ft Load: from beam 02 PDL = 630 lbf PLL = 0.75 x 4,777 = 3,583 lbf For calculation see attached design sheets Connection to footing: Simpson Post Base AB E 66 Key No. 04 Load from Spread Footing, fc = 2,500 psi, 24x24x10" column 03 P = = 4,213 lbf/ft Concrete weight 4 cbft x 150 = 600 Ibf /ft Total = 4,813 lbf/ft Soil pressure = 4,813 / 4 = 1,203 psf < 2,000 Reinforcement: (4) # 4 each direction tec I.,L.C Kenmore, WA 98028 Project: Hong Wing Ho, Phoebe Lee, Deck Addition, 12621 42 Ave S, Tukwila, WA 98168 Key No. 05 Deck Joists, HF No. 2, 2x6 ", @ 16" o.c., P. T. Span: = 8 ft Load: DL = 8 psf LL = 40 psf SL = 25 psf For calculation see attached design sheets Connection to beam: Simpson H 2.5 Connection to Ledger Simpson U 24 Connection ledger to wall: Bolts 5/8 ", A 37, @ 18" o.c. Key No. 06 Beam, HF No. 2, 4x10 ", P.T. Span: = 12 ft Load: from deck w/ trib area 4 ft DL = 4 x 8 = 32 lbf/ft LL = 4 x 40 = 160 lbf/ft SL = 4 x 25 = 100 lbf/ft For calculation see attached design sheets Connection to column: Simpson End Post Cap EPC 44 Key No. 07 Column, HF No. 2, 4x4 ", P.T. Height: = 9 ft Load: from beam 02 PDL = 240 lbf PLL = 0.75 x 1,560 = 1,170 Ibf For calculation see attached design sheets Connection to footing: Simpson Elevated Post Base EPC 44 Key No. 08 Load from Spread Footing, fc = 2,500 psi, 18x18x10" column 07 P = = 1,410 lbf/ft Concrete weight 2 cbft x 150 = 300 lbf/ft Total = 1,710 lbf/ft Soil pressure = 1,710 / 2.25 = 760 psf < 2,000 Reinforcement: (4) # 4 each direction tec LIE, Kcnmore, WA 98028 Project: Hong Wing Ho, Phoebe Lec, Deck Addition, 12621 42 " Ave S, Tukwila, WA 98168 Key No. 09 Floor Joists, HF No. 2, 2x6 ", @ 16" o.c. Span: = 7 ft Load: DL = 12 psf LL = 40 psf For calculation see attached design sheets Key No. 10 Load from Continuous Footing, fc = 2,500 psi, 12x10" floor w/ trib 4 ft + non bearing wall P = 4 x (12 +40) + 10 x 10 = 308 lbf/ft Concrete weight 2 cbft x 150 = 300 lbf/ft Total = 608 lbf/ft Soil pressure = 608 / 1 = 608 psf < 2,000 Reinforcement: longitudinal: (2) # 4 Hooked verticals # 3 @ 18" o.c., alternated Key No. 11 Garage Header, verify min DF No. 2, 6x10" Span: = 9 ft Load: from deck w/ trib area 7 ft + wall above w/ h = 9 ft + roof w/ trib 2 ft DL = 7x8 +9x10 +2x15 = 176lbf /ft LL = 7 x 40 = 280 lbf/ft SL = 7 x25 + 2 x25 = 225 lbf/ft For calculation see attached design sheets tec LLC, Kenmore, WA 98028 it ® I .I J Wood Wo r k s SOY MARY MRWOOOn &SMLN COMPANY tecinstruct LLC Kenmore, WA 98028 May 26, 2009 21:30 PROJECT Deck Addition 12621 42nd Ave S Tukwila, WA 98168 01 Deck Joist Design Check Calculation Sheet Sizer 8.11 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL LL SL Dead Live Snow Full Area Full Area Full Area 8.00 (16.0)* 40.00 (16.0)* 25.00 (16.0)* psf psf psf *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : i 1 0 ' 14 Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 75 606 75 606 529 529 #3 0.87 1.00 #3 0.87 1.00 Lumber -soft, Hem -Fir, No.2, 2x10" Floor joist spaced at 16" c/c; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 51 fb = 1039 0.44 = L/384 0.47 = L/355 Fv' = 172 Fb' = 1237 0.47 = L/360 0.70 = L/240 fv /Fv' = 0.30 fb /Fb' = 0.84 0.94 0.67 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 150 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 3 Fb'+ 850 1.15 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 3 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 3 Emin' 0.47 million 1.00 1.00 - - - - 1.00 1.00 - 3 Shear : LC #3 = D +.75(L +S), V = 529, V design = 471 lbs Bending( +): LC #3 = D +.75(L +S), M = 1852 lbs -ft Deflection: LC #3 = D+.75(L+S) (live) LC #3 = D+.75(L +S) (total) EI = 129e06 lb -in2 Total Deflection = 0.50(Dead Load Deflection) + Live Load Deflection. D =dead L =live S =snow W =wind I= impact Lr =roof live Lc= concentrated All LC's are listed in the Analysis output Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. I WOod Wo r k © SOH WARE xnk W001) nacir.N COMPANY tecinstruct LLC Kenmore, WA 98028 May 26, 2009 21:44 PROJECT Deck Addition 12621 42nd Ave S Tukwila, WA 98168 02 Beam Design Check Calculation Sheet Sizer 8.11 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL LL SL Dead Live Snow Full UDL Full UDL Full UDL 60.0 280.0 175.0 plf plf plf MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : I il, I0' 211 Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 630 4777 630 4777 4213 4213 #3 1.10 1.00 #3 1.10 1.00 Timber -soft, Hem -Fir (N), No.2, 10x16" Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 38 fb = 698 0.46 = L/547 0.50 = L /503 Fv' = 155 Fb' = 753 0.70 = L/360 1.05 = L/240 fv /Fv' = 0.24 fb /Fb' = 0.93 0.66 0.48 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 3 Fb'+ 675 1.15 1.00 1.00 1.000 0.970 1.00 1.00 1.00 1.00 - 3 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.1 million 1.00 1.00 - - - - 1.00 1.00 - 3 Emin' 0.00 million 1.00 1.00 - - - - 1.00 1.00 - 3 Shear : LC #3 = D +.75(L +S), V = 4213, V design = 3695 lbs Bending( +): LC #3 = D +.75(L +S), M = 22119 lbs -ft Deflection: LC #3 = D+.75(L +S) (live) LC #3 = D +.75(L +S) (total) EI = 3243e06 lb -in2 Total Deflection = 0.50(Dead Load Deflection) + Live Load Deflection. D =dead L =live S =snow W =wind I= impact Lr =roof live Lc= concentrated All LC's are listed in the Analysis output Load combinaticns: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. ), rv, „ = W00d Wo r k s ® .ruFIWAR& OR WOOD D &SSCN COMPANY tecinstruct LLC Kenmore, WA 98028 May 26, 2009 22:00 PROJECT Deck Addition 12621 42nd Ave S Tukwila, WA 98168 03 Column Design Check Calculation Sheet Sizer 8.11 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit PDL PLL Dead Live Axial Axial (Ecc. = 0.00 ") (Ecc. = 0.00 ") 630 3600 lbs lbs MAXIMUM REACTIONS (lbs): co 0 ' 9 ' Timber -soft, Hem -Fir, No.2, 6x6" Pinned base; Loadface = width(b); Ke x Lb: 1.00 x 9.00= 9.00 [ft]; Ke x Ld: 1.00 x 9.00= 9.00 [ft]; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design Axial Axial Bearing fc = 140 fc = 140 Fc' = 464 Fc* = 575 fc /Fc' = 0.30 fc /Fc* = 0.24 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL /CP CF Cfu Cr Cfrt Ci LC# Fc' 575 1.00 1.00 1.00 0.807 1.000 - - 1.00 1.00 2 Fc* 575 1.00 1.00 1.00 - 1.000 - - 1.00 1.00 2 Axial : LC #2 = D +L, P = 4230 lbs D =dead L =live S =snow W =wind I= impact Lr =roof live Lc= concentrated All LC's are listed in the Analysis output Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 1 %Vood\jVo r ks ® SOFIWARt FOR WOO!) f)! tr.N COMPANY tecinstruct LLC Kenmore, WA 98028 May 26, 2009 22:11 PROJECT Deck Addition 12621 42nd Ave S Tukwila, WA 98168 05 Deck Joist Design Check Calculation Sheet Sizer 8.11 LOADS: Load Type Distribution Pat- tern Location (ft) Start End Magnitude Start End Unit DL LL SL Dead Live Snow Full Area Full Area Full Area 8.00 (16.0)* 40.00 (16.0)* 25.00 (16.0)* psf psf psf *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 1 0' 8 { Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 43 346 93 346 302 302 #3 0.50* 1.00 #3 0.50* 1.00 *Min. bearing length for joists is 1/2" for exterior supports Lumber -soft, Hem -Fir, No.2, 2x6" Floor joist spaced at 16" c/c; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 49 fb = 960 0.22 = L/433 0.24 = L /400 Fv' = 172 Fb' = 1461 0.27 = L/360 0.40 = L/240 fv /Fv' = 0.28 fb /Fb' = 0.66 0.83 0.60 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 150 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 3 Fb'+ 850 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 3 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 3 Emin' 0.47 million 1.00 1.00 - - - - 1.00 1.00 - 3 Shear : LC #3 = D +.75(L +S), V = 302, V design = 268 lbs Bending( +): LC #3 = D +.75(L +S), M = 605 lbs -ft Deflection: LC #3 = D +.75(L +S) (live) LC #3 = D+.75(L +S) (total) EI = 27e06 lb -in2 Total Deflection = 0.50(Dead Load Deflection) + Live Load Deflection. D =dead L =live S =snow W =wind I= impact Lr =roof live Lc= concentrated All LC's are listed in the Analysis output Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. I /� !_i ICI %Vood\A/o r ks ® ;.. ' - SOF!WARF FOR WOOD DFSIGN COMPANY tecinstruct LLC Kenmore, WA 98028 May 26, 2009 22:19 PROJECT Deck Addition 12621 42nd Ave S Tukwila, WA 98168 06 Beam Design Check Calculation Sheet Sizer 8.11 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL LL SL Dead Live Snow Full UDL Full UDL Full UDL 40.0 160.0 100.0 plf plf plf MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : i, .J. 10 121 Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 240 1560 240 1560 1410 1410 #3 0.99 1.00 #3 0.99 1.00 Lumber -soft, Hem -Fir (N), No.1 /No.2, 4x10" Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 57 fb = 1017 0.25 = L/584 0.27 = L/530 Fv' = 167 Fb' = 1380 0.40 = L/360 0.60 = L/240 fv /Fv' = 0.34 fb /Fb' = 0.74 0.62 0.45 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 145 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 3 Fb'+ 1000 L.15 1.00 1.00 1.000 1.200 1.00 1.00 1.00 1.00 - 3 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 3 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 3 Shear : LC #3 = D +.75(L +S), V = 1410, V design = 1229 lbs Bending( +): LC #3 = D +.75(L +S), M = 4230 lbs -ft Deflection: LC #3 = D +.75(L +S) (live) LC #3 = D +.75(L +S) (total) EI = 369e06 lb -in2 Total Deflection = 0.50(Dead Load Deflection) + Live Load Deflection. D =dead L =live S =snow W =wind I= impact Lr =roof live Lc= concentrated All LC's are listed in the Analysis output Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. I Wood'vVorks ® %OtlWARI to P WOOD Pfl /ON COMPANY tecinstruct LLC Kenmore, WA 98028 May 26, 2009 22:20 PROJECT Deck Addition 12621 42nd Ave S WA 98168 07 Coumn 07 Column Design Check Calculation Sheet Sizer 8.11 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit PDL PLL Dead Live Axial Axial (Ecc. = 0.00 ") (Ecc. = 0.00 ") 240 1170 lbs lbs MAXIMUM REACTIONS (lbs): W m p n) o -p 0 ' 9' Lumber Post, Hem -Fir, No.2, 4x4" Pinned base; Loadface = width(b); Ke x Lb: 1.00 x 9.00= 9.00 [ft]; Ke x Ld: 1.00 x 9.00= 9.00 [ft]; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design Axial Axial Bearing fc = 115 fc = 115 Fc' = 380 Fc* = 1495 fc /Fc' = 0.30 fc /Fc* = 0.08 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL /CP CF Cfu Cr Cfrt Ci LC# Fc' 1300 1.00 1.00 1.00 0.254 1.150 - - 1.00 1.00 2 Fc* 1300 1.00 1.00 1.00 - 1.150 - - 1.00 1.00 2 Axial : LC #2 = D +L, P = 1410 lbs D =dead L =live S =snow W =wind I= impact Lr =roof live Lc= concentrated All LC's are listed in the Analysis output Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. %VoodVVo r k 11 St r.,FrWAat aoRW<���� >D,;., ® COMPANY tecinstruct LLC Kenmore, WA 98028 May 26, 2009 22:23 PROJECT Deck Addition 12621 42nd Ave S Tukwila, WA 98168 09 Floor Joist Design Check Calculation Sheet Sizer 8.11 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL LL Dead Live Full Area Full Area 12.00 (16.0)* 40.00 (16.0)* psf psf *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : ii 1 Iv 71 Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 56 186 56 186 242 242 #2 0.50* 1.00 #2 0.50* 1.00 *Min. bearing length for joists is 1/2" for exterior supports Lumber -soft, Hem -Fir, No.2, 2x6" Floor joist spaced at 16" c/c; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 38 fb = 673 0.11 = L/788 0.12 = L/686 Fv' = 150 Fb' = 1271 0.23 = L/360 0.35 = L/240 fv /Fv' = 0.26 fb /Fb' = 0.53 0.46 0.35 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 150 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 850 1.00 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Ervin' 0.47 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = D +L, V = 242, V design = 211 lbs Bending( +): LC #2 = D +L, M = 424 lbs -ft Deflection: LC #2 = D +L (live) LC #2 = D +L (total) EI = 27e06 lb -in2 Total Deflection = 0.50(Dead Load Deflection) + Live Load Deflection. D =dead L =live S =snow W =wind I= impact Lr =roof live Lc= concentrated All LC's are listed in the Analysis output Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. August 26, 2009 Phoebe Lee 11510 17 Ave NE Seattle, WA 98125 RE: D09 -090 Dear Ms. Lee: Thank you for speaking with me on the phone yesterday regarding the above permit application. As I noted, the proposed permit shows that there are two kitchens and two laundry rooms in the house that you are remodeling. The proposed layout of the house indicates that a duplex is being constructed. The property is zoned Low Density Residential (LDR) and multi - family structures are not permitted in the LDR zone. I also reviewed the proposed house layout to see if the building would qualify as an accessory dwelling unit and the project does not meet the City's requirements for accessory dwelling units, specifically the requirements that the accessory dwelling unit not be more than 33 percent of the primary residence. The approved plans need to be modified to reflect that the structure will only have one kitchen. This can easily be done by bringing in the approved plans to be redlined by the City. If you have any questions, please call (206) 431 -3684 or send an email to bmiles @ci.tukwila.wa.us. Bran d6nnJ. ril's Senior Planner Department of Community Development Jack Pace, Director cc. Carol Martin, Build jx(g Inspector File (D09 -090) Jim Haggerton, Mayor August 13, 2009 Phoebe Lee 11510 17 Ave NE Seattle, WA 98125 RE: Your Building Permit, D09 -090 King County Parcel, 734060 -0681 Dear Ms. Lee: On June 24, 2009, the City issued you a permit to renovate an existing house located on King County Parcel 734060 -0681. As part of the scope of work you included a front deck. When I called you today you indicated that the deck was new. The site plan you provided to the City shows proposed lot lines. In March of 2009 you did a pre - application meeting with the City to discuss a possible short plat of the subject parcel. You have yet to submit a short plat application to the City. When the City reviews a construction application it reviews the structure in relationship to existing property lines. Please note that when you submit for a short plat application you will have to comply with all existing development regulations in place at the time of submittal of a complete application. The deck, as proposed, will not meet setbacks from the proposed lines that you have shown on your site plan. Thus, at the time of a short plat application you will have to either relocate the property line or remove the deck. In no way is the City making any warranties, guarantees, or assurances that you will be able to short plat the subject property in the future. As noted above, you will have to comply with all development regulations at the time of submitting a short plat application. Please understand that development regulations can change which could impact your development objectives. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Sincerely, randon J. Miles Senior Planner cc. File (D09-090) City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director I July 28, 2009 Phoebe Lee 11510 17 Ave NE Seattle, WA 98125 RE: Letter of Incomplete Application # 1 Development Permit Application D09 -090 - Revision #1 Lee Residence — 12623 42 Ave S Dear Ms. Lee, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 27, 2009 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 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 four (4) 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) 431 -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: D09 -090 City of f Tukwila W:\Permit Center \Incomplete Letters\2009\D09- 090 Inc Ltr #1 to Rev #1 . DOC wer Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 431 - 366_S • • Determination of Completeness Memo Date: July 28, 2009 Project Name: Lee Residence Permit #: D09 -090 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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.) I. On July 20 during a field investigation with Carol Martin (building inspector) and I, we discovered the scope of work had exceeded what the plans show and what the permit scope of work had indicated. The scope of work indicated" ADD 154 SQ FT TO EXISTING MAIN FLOOR FOR NEW ENTRY. REMODEL EXISTING HOUSE MAIN LEVEL AMD BASEMENT ". However the actual work we observed included gutting the entire house, all bathroom fixtures were new, all new electrical and plumbing replaced throughout. Also the new floor plan revision did not include a new stairway which we also observed as new (stairway did not meet headroom clearances or stair riser requirements). New non bearing furred in walls were also seen in the garage not indicated on the plans or the revision. The legend and floor plan indicates some new walls and the remaining walls existing indicating no changes which would indicate not other work on those walls or replacing of bathroom or kitchen fixtures. Please provide revised plans to indicate the entire house completely gutted with all new electrical, plumbing, mechanical etc. The new plan shall include the new stairway with details and show the changes to the interior framing to meet headroom clearances as we discussed during the onsite visit. Please be clear to include all other details and notes as necessary for any work not shown on the plans. Clearly indicate all that is existing with no change and indicate all that is new. 2. During our visit I was asked if the front deck beam could be downsized with a post in the middle. However the revised plan did not show this change. Please indicate if this is the intent and include this new detail change with a center post with footing specified in footing and post details. This shall be included in the engineer specifications and engineered plans. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. June 11, 2009 Phoebe Lee 11510 17 Ave NE Seattle, WA 98125 RE: CORRECTION LETTER #1 - Development Permit Application Number D09 -090 Lee Residence —12621 42 Ave S Dear Ms. Lee, 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. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. 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 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D09 -090 W:\Permit Center\Correction Letters\2009\D09 -090 Correction Letter il1.DOC wer • • City of Tu la Department of Community Development Jack Pace, Director 1,2,10 Jim Haggerton, Mayor 6300 Southcenter Boulevard. Suite #100 • Tukwila Wachinotnn OR1RR • Phnnv• 9nA_A 21.2A7n ., c...... '111.c A •11 •IaLc Building Division Review Memo Date: May 4, 2009 Project Name: Lee Residence Permit #: D09 -090 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The plan shows one guardrail post at each corner of the deck. The concern is for the ability of the guardrail to resist the concentrated loads of 200 lbs. applied in any direction at any point along the top and where the attachment devices or bolts supporting the guardrail post shall be sufficient. Also the plan shows the guardrail post notched out at the base, where the potential of the post splitting in the middle at the notch depth to where the structural integrity of the post may be compromised. By notching the post as shown, the remaining material is only half of the post thickness at the most critical point. Provide details to show the guardrails attached to be sufficient to withstand horizontal concentrated loads as prescribed per building codes. (IBC 1607.7.1, 1607.7.2) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D09 -090 DATE: 08 -05 -09 PROJECT NAME: LEE RESIDENCE SITE ADDRESS: 12623 42 AVE S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: t 1?JW �' • ing Division Public Works IP • PE ` T COPY PLAN REVIEW /ROUTING SLIP n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Fire Prevention Structural Incomplete VA AP Planning Division ❑ Permit Coordinator DUE DATE: 08-06-09 Not Applicable Comments: u 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 n Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 DATE: DATE: DUE DATE: 09-03-09 Approved C Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DEPARTMENTS: A s c ew "11$ Building Division ub » /A- 7: -0 1 lic Wo ks Complete Approved Notation: Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP 4 MIT ACTIVITY NUMBER: D09 -090 DATE: 07 -27 -09 PROJECT NAME: LEE RESIDENCE SITE ADDRESS: 12623 42 AVE S Original Plan Submittal Response to Correction Letter # X Revision # 'I After Permit Issued Response to Incomplete Letter # TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: AM Ai/A 7- 7-11.1?-07 Fire Prevention my Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Planning Division Permit Coordinator DUE DATE: 07 -28-09 DATE: Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: x8 LETTER OF COMPLETENESS_ MAILED: Departments determined incomplete: Bldg ' Fire ❑ Ping ❑ PW ❑ Staff Initials: �V�"�j► No further Review Required DUE DATE: 08-25-09 REVIEWER'S INITIALS: DATE: n Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: frT VC/ artik Building Division Public Works n Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT f t � •::�; COPY • PLAN REVIEW/ROUTING SLIP Structural TUES/THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: ACTIVITY NUMBER: D09 -090 PROJECT NAME: LEE RESIDENCE SITE ADDRESS: 12621 42 AVE S Original Plan Submittal X Response to Correction Letter # 1 DATE: 06 -17 -09 Response to Incomplete Letter # Revision # After Permit Issued Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 06-18-09 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DATE: Planning Division Permit Coordinator Not Applicable U DUE DATE: 07 -16-09 Approved fl Approved with Conditions EV 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: ACTIVITY NUMBER: D09 -090 PROJECT NAME: LEE RESIDENCE SITE ADDRESS: 12621 42 AVE S X Original Plan Submittal Response to Correction Letter # DATE: 06 -01 -09 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: &ling ivision lic Works Complete Comments: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 41° 'NOON if • PLAN REVIEW /ROUTING SLIP Incomplete APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: 1A i 4(fr 0U'A-o' Fire Prevention Structural n n DATE: DATE: annin D ivision 9 Permit Coordinator DETERMINATION 0 COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-02-09 Not Applicable TUES /THURS R UTING: Please Route Structural Review Required ❑ No further Review Required DUE DATE: 06 -30 -09 Not Approved (attach comments) n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping El PW ❑ Staff Initials: Permit Center Use Only CORRECTION LETTER MAILED: 10 © ( Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 1 -0 1 Summary of Revision: +eere St�cAvA,. ( re J; re r✓t Ph,i.s Pe ► r.s r oh enV'J .ec - V`f e9(h Received by: 7 L C REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: • PROJECT NAME: Ltee s; c , PERMIT NO: 9^ CFO SITE ADDRESS: 1 ?-3 yi 4, Ve S REVISION LOG • ORIGINAL ISSUE DATE: (p-.l'4 -Q (please print) (please print) (please print) (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: U (0V(0 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 1 • Sheet Number(s): "Cloud" or highlight all areas of revision including date of r Received at the City of Tukwila Permit Center by: - Entered in Permits Plus on a'fi4 Plan ChecWPermit Number: D09 -090 Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Steven M. Mullet, Mayor Steve Lancaster, Director Project Name: LEE RESIDENCE Project Address: 12623 42 Ave S r Contact Person: tI(�jt(,a AC e04\54 Phone Number: - MO 5c 0 l'C Summary of Revision: CAc 5Q-G4f (M cal cv l(M O-vt mag k A3 ALL vlew vic4v o,c�c9�ed OL\U ��►c�,ieck Qd ac In LW; (dew eec44r tvwtbiu` RtakmecLauicQl \vac, / vv le.d wAli E.-s ? q -O`fq �loq -( o as A Mk d - �d 4 o - kU - k de��, is �no� �1�n�e to �Qd le .tt e eta i uee r RECEIVED e1iVV OF TI IKWII A A'JS 0 51009 ;A). cENTESk • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: - 5 v-I/ 2. , Plan ChecWPermit Number: D 0g— 0 0 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: 1 2 - 1 3 - - ~ ` Ave s T I�•�C w i) c- , \,4-s, (I g.' 6 t. Contact Person: ?to- el,( Z.? -e Phone Number: 2-o 6) I g r 0 C-0 7 Summary of Revision: lappIications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Et' oere4 S c hww„A H er a -.', S Mt(. tgdtI) CITY OF TUKWILA 1 JILL 2 7 2009 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision includingjlate of revisio Received at the City of Tukwila Permit Center by: /Entered in Permits Plus on • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: v 6 ( ' i I c q Plan ChecWPermit Number: 1bO 1 G O ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: k0 � r Project Address: �`' _e 2—( -2-- l,,d A-05-', u (9 Contact Person: P t .e fjia I # ( g._ Phone Number: 2._ (g _ 05 Summary of Revision: A+ v ,rtt t (Le (� RECEIVED BOLA JAN 17 2009 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ( t 7 ` \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431-3665 E -mail: tukplan0ci.tukwila.wa.us AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 13 , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction'4ork. • , states as follows: Owner /G)wner's Agent* Signe a PERMIT NO: VO I i 1�� 11P Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 - 0 1 79 Planning Division 206 431 -3670 and sworn to before me this ,20 01 day of NOTARY PUBLIC in and for the State of Washington Residing at Name as commissioned: My commission expires: , County 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed • by a registered contractor; ii. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; i8. An entity who holds a valid.electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a.certified-residential 'specialty electrician, or an electrical trainee meeting the requirements of chapter.19.28'RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electricpgwer and 'United. waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries, lessee has been interpreted to be equivalent to owner for the purpose of these exemptions. SYMBOL LEGEND = Exist. FDN New FDN = Exist. Walls mmm = New Walls 0 = Smoke Detector = Vent = Light Source = Window Tag = Door Tag 0 M N 9 CV 1 0 M 8' -0" 17' -3" 50 CFM Fan LALII` D 40 SF BEDROOM 130 SF rigKirdir LITILITY 30 SF !!!! !!!!2 1 2' -4" O ... F.. I! F . F.. i! ArdZi l. - AVAI..P.FiA/A91 r l►ai►dziorrmor e RAriv !,9 r BEDROOM 136 SF i.,,•• • 4ti•.� . .:) i:'i i.ti:S:��,: lr :• .• �.', �"y: �i' r'i • 1. GARAGE 479 SF 23' -3" .�► ..r r .r . - I s r .. v .r r +�" �.: , .a.�. :: aF .te :. ...s .... our . '.:.,Z 2 :Z_. t .' ... N N Lj N 0 N — 1 r 10' -2" BEDROOM 114 SF 110V Smoke Detector 6' -5 1/2" T- CLOSET 31 SF Jr,/ .177271V CI.JOSET BR 130 SF Built -up to provide Headroom below for new stairway (see Stair Section) BEDROOM 166 SF 12' -6" 10 Smoke Detector 23' -3" HALLWAY 121 SF KITCHEN 274 SF LIVING 264 SF 12' -0" CLOSET 30 SF 8' -3 '1/2" 11' -6" 12' -0" we/Aar 4 4 • ENTRANCE FRONT D CK 294 SF P 15R 5' -0" 10' -8" Egress Egress / 2' -6" 4' -2" 3' -0" / 4' -2" 6' -0" Egress 6' -0" 3' -0" 4' -O" 5' -0" 10' -0 3' -0" BASEMENT FLOOR PLAN SCALE: 1/4" = (1:48) 30' -9" 7' -5" 6' -0" 7' -1" 52' -11" Egress 6' -0" MAIN FLOOR PLAN 3' -0" 3' -0" 54' -6" 54' -6" 54' -6" 6' -3" 8' -2" 2' -6" 14" 3' -0" 6' -0" SCALE: 1/4" = 1' -0" (1:48) 3' -4" 6' -0" 4' -0" 7' -6" 22-2" 11' -5" 2' -9" 4' -0" 1 1 2' -6" 19" >— F 4 N P NING APPROVED No changco bo nwe .to ^ piano without approval Pio Planning Division of CD Approved B Date: REVISIONS hanges shall be made to the scope of work without prior approval of Tukwila Building Division. dOTE: Revisions will require a new plan submittal and may incluo .0 +itional plan review fees. I WINDOW SCHEDULE KEY NO. 0 R.O. SIZE (width x height) 30 x 30" 24 x 36" 36 x 36" 36 x 42" 48 x 36" 48 x 42" 72 x 36" 72 x 42" 72 x 48" 48 x 42" STYLE TBD by Owner ii ii ff ii ii ii f ff REMARKS Safety Glass Egress (2) Egress (2) Egress DOOR SCHEDULE KEY NO. 6 13 DOOR SIZE (width x height) 53 x 80" 36 x 80" 60 x 80" 32 x 80" 36 x 80" 32 x 80" 66 x 80" 30 x 80" 30 x 80" 30 x 80" 24 x 80" 60 x 80" 9' x 7' HINGE /SWING R /in Hand + SL L /in Hand French Door R /in Hand L /out Hand L /in Hand Slider R /in Hand R /out Hand L /out Hand R /in Hand DBL Door Garage Door REMARKS Entrance (1) Exterior, (1) Garage Deck Deck Interior Interior Interior Interior Interior Interior Interior Interior in C, REVIEWED FOR CODE COMPLIANCE APP R �1/ [y AUG 1'1 •• wt - City of Tukwila BUILDING DIVISION N FELE COPY Porn* No. Plan review approval is subject to errors and omissions. A IN EACH SLEEPING ROOM Approval of construction documents doss not authorize the violation of any adopted code or ordinance. Receipt A IN EACH STORY OF DWELLING UNIT of approved Field Co y an Mons is acimowled0ed.10. EGRESS WINDOWS TO BE By /_ ` I .� �� A MIN. 20" (W) X 24"(H) AND 5.7 SF MIN. CLEAR Date: OPENING REVISIO City Of lbkwila BUILDING DIVISION INCOMPLETE LTR# 0 6"/ dr7 , i-i MISCELLANEOUS NOTES 1. PROVIDE FIRE SEPARATION BTWN RESIDENCE AND GARAGE PER IRC2006 R309 A DOORS: 1 -3/8" MIN. THICK SOLID CORE WOOD OR 1 -3/8 MIN. THICK SOLID OR HONEYCOMB CORE STEEL OR 20- MINUTE FIRE -RATED A WALLS & CEILING TO RESIDENCE ATTIC: 1 /2" MIN. TYPE "X" GWB (GARAGE SIDE) A CEILING TO HABITABLE ROOMS ABOVE: 5/8" TYPE "X" GWB 2. SLOP DECKS AND /OR PATIOS 1 /4" PER FOOT AWAY FROM DOORWAYS 3. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDE 4. FOR BATHROOM FIXTURES PROVIDE CLEARANCE OF A 21" IN FRONT OF ANY BATHROOM FIXTURE A 4" BTWN TOILET & SINK A 15" BTWN WALL /TUB & TOILET O.C. 5. INTERIOR STAIRWAYS TO BE PROVIDED W/ ARTIFICIAL LIGHT SOURCE IN IMMEDIATE VICINITY OF LANDING (REF IRC2006 303.6) 6. EXTERIOR STAIRWAYS TO BE PROVIDED W/ ARTIFICIAL LIGHT SOURCE IN IMMEDIATE VICINITY OF THE TOP LANDING. ILLUMINATION SHALL BE CONTROLLED FROM INSIDE THE DWELLING UNIT: EXCEPTION: LIGHTS THAT ARE CONTINUOUSLY ILLUMINATED OR AUTOMATICALLY CONTROLLED. (REF IRC2006 303.6) 7. PROVIDE HANDRAIL AT LEAST ONE SIDE OF STAIRS W/ MORE THAN 3 RISERS (REF IRC2006 R311.5.6) 8. PROVIDE MIN. 1 /2" GYPSUM BOARD ON UNDERSTAIR SURFACE AND ENCLOSED WALLS OF ACCESSIBLE SPACE UNDER STAIRS (REF. IRC2006 R311.2.2) 9. INSTALL HARD WIRED 110V SMOKE DETECTOR WITH BATTERY BACKUP INTERCONNECTED (REF. IRC2006 R313.2) ➢ NEAR EACH SEPARATE SLEEPING AREA A WINDOWSILL HEIGHT MAX. 44" ABOVE FLOOR (REF. IRC2006 R310.1) 11. SAFETY GLAZING WINDOWS TO BE USED (REF. IRC2006 R308.1) A WITHIN 24" OF EXTERIOR DOORS A FOR SIDELIGHTS AND SLIDERS A FOR BATHROOM WINDOWS W/I 60" FROM TUB /SHOWER NOTE: SAFETY GLAZING MUST BE RECEIV'h PERMANENTLY MARKED AS SUCH. AUG 05 2009 PERMIT CENTER vaie tecinstruct USC 6830 NE Bothell Way - Suite C, PMB 181, Kenmore, WA 98028 Telephone (206) 553 9076 - Fax (206) 529 4408 ENGINEERING BUILDER: JOB SITE: PARCEL NO.: DESCRIPTION: DATE: ENGINEER: Kong Wing Ho, Phoebe T. Lee 12623 42nd AVE S, Tukwila, WA 98168 7340600681 Remodeling 08/4/09 SCALE: Roland Heimisch, P. E. SHEET A2 Exist./ 0 EL = Fin Grade Slab on Grade L EL 14.4' Exist. Grade 21.7' EL TOP 21'-8" TOP 1T-63/4" TOP 9'-6 3/4" Fin Floor TOP Slab on Grade 21'-8" TOP CD 9'-6 3/4" Fin Floor TOP 21'-8" (+/-) TOP 9'-6 3/4" Fin Floor 17'-6 3/4" TOP Slab on Grade NORTH ELEVATION SCALE: 1/4" = (1:48) L J EAST ELEVATION SCALE: 1/4" = 1v-0" (1:48) EL 16.7' WEST ELEVATION SCALE: 1/4" = (1:48) Exist. Grade 9'-6 3/4" Fin Floor TOP SOUTH ELEVATION SCALE: 1/4" = 1'-0" (1:48) fa rill MT mTuril i AN EnTi Till Wel &Ts i ------ 1 era NI Ware Nil raT 1 ill iiii" isanammemaammmummumumaamumaammummunammainaimmansammamisamiumumanammis mosino11110100111111010.011000010.1111 1011 00111110110111111111111111110111010111011110 inommumniumasommumommormis INN 11111111111111111111010111101011111111111 ION MOM aimam maismo IN NONIN 11010. INININNINNIMININ NW MUM NOM INIONOMN • iri 1 Wird IS NI 1111111111111111111111 VaTIONIATA aia o o o v7 o o, r 'or ....,•Adyn Crt.' et 4 o wo • • ,• 17 C.” 4,404 *.• J Asphalt Shingles Siding jJ STAIR SECTION A SCALE: 1/2" = (1:24) REVIEWED3OR CODE COMPLIANCE APPRINED AUG 1 4 2009 City of Tukwila BUILDING DIVISION ANGLED STAIRS 9 Riser, Tread depth 10" (incl. 1" nosing) 2 Landing Steps 36 x 36" @ 90 degree 3 Riser, Tread depth 10" (incl. 1" nosing) Stair Width 36" (min.) Provide railing on at least one side Height 34-38" r TYP. HANDRAIL DETAIL SCALE: 2" = (1:6) Circular handrails min. 1-1/4", max. 2" provide Built-up above Stairs to achieve required Headroom (2x6" @ 16" o.c. 4'-6" 14 Riser @ 7-7/16" - TOTAL RISE 8'-8 1/4" - to be verified in field (The largest rise is not to exceed the smallest by more than 3/8" max. rise 7 3/4"; min Tread depth 10") RECEIVE! AUG 0 5 2009 PERMIT CENTER 1-1/2" min. iq 60 Oy 7oj tecinstru c t LT C 6830 NE Bothell Way - Suite C, PMB 181, Kenmore, WA 98028 raLl Telephone (206) 553 9076 - Fax (206) 529 4408 mg". ENGINEERING BUILDER: JOB SITE: PARCEL NO.: DESCRIPTION: DATE: ENGINEER: Kong Wing Ho, Phoebe T. Lee 12623 42nd AVE S, Tukwila, WA 98168 7340600681 Remodeling 08/04/09 SCALE: as noted Roland Heimisch, P. E. SHEET A3 SOLE PLATE NAILING SIZE & FOUNDATION ANCHOR BOLTS SIZE & SPACING ALLOWABLE LOAD SEISMIC / WIND SIMPSON CLIPS 16d @ 5" 5/8" @ 48" o.c. 244 PLF / 342 PLF LTP4 © 24" o.c. (2) ROWS 16d @3" 5/8" @ 16" o.c. 724 PLF / 1013 PLF LTP4 @ 12" o.c. 10 T-5" Istrormaiwiftwoommoosoiriftwiiiiiiimemiwwwwwww_ KOMM2ZOZOZ MAINFLOOR SHEAR WALL PLAN SCALE: 1/4" = (1:48) a=077-e:M pEEI:JtAgmz2 =222ZaZZEMia...._.1 Full height Concrete Wall 5'-11" 12'-9" SHEAR WALL SCHEDULE' - NAILING PATTERN VERICAL DIAPHRAGM SHEARWALL TYPE WALL SHEATHING (PANEL) THICKNESS & GRADE 15/32" APA RATED/OSB ONE FACE 15/32" APA RATED/OSB ONE FACE SPAN INDEX NAIL TYPE NAILING BLKG REQ'D 6" o.c. 2" o.c. FIELD 12" o.c. 12" o.c. WALL STUD GRADE & SPACING HEM-FIR @ 16" o.c. HEM-FIR @ 16" o.c. BLOCK SIZE ABUTTING PLYWOOD PANEL EDGE MEMBER SIZE TOP PLATE NAILING SIZE & SPACING 16d @ 5" (2) ROWS 16d @3" HOLDOWN SCHEDULE SYMBOL HOLDOWN Simpson LTT19 Simpson HTT4 Simpson HD7 BOLT SIZE EMBED. SCREWS 8-10d x 1-1/2 18-10d x 1-1/2 3 Stud Bolts 7/8" MIN. WOOD MEMBER TICKNESS CODE COMPLIANCE APPRrAfrO AUG 1 4 2009 City of Tulwila BUILDING DIVISION STRAP SCHEDULE SYMBOL STRAP MST37 MSTC48B3 WOOD MEMBER NAILS 42479 tecinstrL 6830 NE Bothell Way - Suite C, PMB 181, Kenmore, WA 98028 Telephone (206) 553 9076 - Fax (206) 529 4408 ENGINEERING BUILDER: JOB SITE: PARCEL NO.: DESCRIPTION: DATE: ENGINEER: Kong Wing Ho, Phoebe T. Lee 12621 42nd AVE S, Tukwila, WA 98168 7340600681 Remodeling 07/24/09 SCALE: Roland Heimisch, P. E. SHEET BLKG w/ Vent Opening (Typ.) Gutter Trim Board Wall Sheating per SW Schedule Rim Board Wall Sheating per SW Schedule Exist. Stem Wall Exist. Foundation 4" perfor. Drain Pipe w/ 16" of gravel round TYPICAL WALL SECTION SCALE: 3/4" = 1-0" (1:16) Asphalt Shingles on #15 Felt gad I 11 1 MAN I 'I 1 IIi!g 1 Iv 11 I!IIIIIII ,1 II!I 1 I 11 r. 9 d . O• • Boundary Nailing R38 2x6" DBL Top Plate R21 2x6" Bottom Plate Floor Sheating I LrIfittittillitiftint � Kil ,..„, t I R11 (acoustic) 2x6" DBL Top Plate R21 2x6" Sill Plate Roof Sheating Anchot Bolt per SW Schedule Exist. Slab on Grade R10 Insulation P w •, P S . e V. e I • e• ANCHOR BOLT INSTALL. (TYP.) SCALE: 1" = 1' -0" (1:12) Anchor Bolt (size and spacing per SW Schedule) w/ washer 3 x 3 x 0.229" distance from end of sill plate 12" min. 2 bolts per sill plate min. embedment 7" min. 3 -1/2" min. (2) 2x 8" HD INSTALL. (TYP.) SCALE: 1" = 1' -0" (1:12) Stud wall 2 x 6" P.T. Sill Plate Wall Sheathing per SW Schedule Simpson Holdown (see shearwall plan for Typ and locations) Sill Plate 2 x 6 ", PT for min. embedm. see Holdown Schedule LTT INSTAL. (TYP.) SCALE: 1" = 1-0" (1:12) 8 " Wall Sheathing per SW Schedule Simpson LTT19 (see shearwall plan for locations) Sill Plate 2 x 6 ", PT for min. embedm. see Holdown Schedule ANCHOR BOLTS INSTALL WI (2) BOTTOM PLATES SCALE: 1" = 1' -0" (1:12) Anchor Bolt per SW Schedule 8d nails, staggered @ 12" o.c. Simpson LTP4 @ 24" o.c. HTT INSTAL. (TYP.) SCALE: 1" = 1' -0" (1:12) 8" Exist. Floor System wAssor Exist. Post Simpson A33 IV It 9 V • . . • ;3 . 2 x 6" P.T. Sill Plate new 2 x 6" P.T. Sill Plate (exist. to remain) w/ (2) rows of nailing Concrete Stem Wall Wall Sheathing per SW Schedule Simpson HTT4 (see shearwall plan for locations) for min. embedm. see Holdown Schedule SCALE: 1" = 1' -0" (1:12) Exterior wall Sheathing Shearwall nailing per SW Schedule (2 rows) Sill Plate 2 x 6 ", PT BEAM / POST CONN. DETAIL Exist. Beam Simpson 1212HT Exist. Concrete Slab Exist. Footing (no modification) FIREBLOCKING DETAIL (BASEMENT WALL) SCALE: 1" = 1' -0" (1:12) Wall Sheathing Exist. Concrete Wall REVIEWED FOR CODE COMPLIANCE Api AUG 14 2009 City of Tukzwlla KONG rwtfi M Exist. Floor System above provide Type "X" Gypsum Board @ ceiling to separate dwelling unit Dbl. Top Plate provide Fire BLK along sill plate (1x or Typ "X" Drywall) & seal gap w/ draftstop (fireblock) material provide mineral wool or fiber glass insulation min. R -21 2x6" Interior stud Wall FIREBLOCKING NOTE: PROVIDE... ...FIREBLOCKING IN CONCEALED SPACES BTWN STUD WALL AND CONCRETE WALL ...FIREBLOCKING @ THE LINE OF DWELLING UNIT SEPARATION AND HORIZONTALLY @ INTERVALS NOT EXCEEDING 10 FEET ...DRAFTSTOP SEALANT @ UTILITY OPENINGS FOR ELECTRIC AND PLUMBING ... TYPE "X" GYPSUM BOARD @ CEILING TO SEPARATE DWELLING UNIT RECEIVEr JUL 27 2009 PERMIT CENTE O2 I 24-7 cl.] tecinstruct TIT 6830 NE Bothell Way - Suite C, PMB 181, Kenmore, WA 98028 Telephone (206) 553 9076 - Fax (206) 529 4408 ENGINEERING BUILDER: JOB SITE: PARCEL NO.: DESCRIPTION: DATE: ENGINEER: Kong Wing Ho, Phoebe T. Lee 12621 42nd AVE S, Tukwila, WA 98168 7340600681 Remodeling 07/24/09 SCALE: Roland Heimisch, P. E. SHEET S4 6,6 LO NIT 1 Fence LO NIT 4 9,1 SF P.L. 100' PARCEL # 7340600681 EL 8 BLDG 1 1,050 SF BLDG 4 GARAGE TO BE REMOVED 590 SF 6" Concrete Wall w/ Board Fence PLANNING APPROVED No changes can be mada to these plans without approval from the Pi: in Divielon 310CD ilp/3113vcd By: 1)9 Onto: \ SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION LANING DATA PROPERTY OWENER: KONG WING HO, PHOEBE T. LEE 12623 42 AVE S TUKWILA, WA 98168 PARCEL# 7340600681 LEGAL DESCRITPTION: RIVERSIDE INTERURBAN TRS N 424.4 FT LESS E 100 FT OF W 200 FT OF S 88.01 FT LESS POR WITHIN FOLG - BAAP ON W LN TR 46 165.83 FT N OF CO RD TH EAT R/A TO W LN 100 FT TH S PLW W LN 182.9 FT TO SD CO RD TH WLY ALG CO RD TO W LN TR 46 TH N ALG SD W LN 165.83 FT TO POB LESS ST HWY - TAX POR PART EX UNDER ROW 84.36.381 THRU .389 ZONING: LDR OCCUPANCY GROUP: R CONSTRUCTION TYPE: V - B LOT COVERAGE (measured to outside walls): LOT AREA: 32,500 SF BLDG 1 EXIST. STRUCTURE: 1,050 SF TOTAL BLDG 1: BLDG 2 EXIST. STRUCTURE: 1,510 SF PROPOSED ADD'N: 135 SF DECKS: 390 SF TOTAL BLDG 2 : 2,035 SF LOT UNIT 1 AREA: 6,686 SF LOT UNIT 1 COVERAGE: BLDG 3 EXIST. STRUCTURE: TOTAL BLDG 3: BLDG 4 EXIST. STRUCTURE: TOTAL BLDG 3: LOT COVERAGE: SQUARE FOOTAGE SUMMARY: BLDG 2 FIN BASEMENT: 758 SF FIN MAIN FLOOR: 1,375 SF TOTAL LIVING AREA: 2,644 SF GARAGE: DECKS: 1,350 SF 590 SF 1,050 SF 2,035 SF = 30.44% SF 1,350 SF 590 SF 5,025 SF= 15.5% 511 SF 390 SF REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. avendil■ REVIEWED FOR CODE COMPLIANCE APPROVQD JUN 2 2 2009 PITA City of Tukwila BUILDING DIVIRION ENERGY REQUIREMENTS HEAT SOURCE: INSULATION Y. ■-+T- -V LL'-'," -e,- , - ^ -.^, ^ y J- 'T. y , N " -•ry. Tv, y - m a -• v N IN COMPLIANCE WITH THE 2006 WAHINGTON STATE ENERGY CODE FOR PRESCRIPTIVE OPTION IV THE FOLLOWING MIN. INSULATIVE VALUES ARE TO BE PROVIDED FOR ALL NEW AND EXISTING AREAS WHERE FLOOR WALL AND CEILING FINISH HAS BEEN REMOVED AND CAVITY IS EXPOSED: CEILING: R-38 VAULTED CEILING: R-30 WALL (ABOVE GRADE): R-21 WALL (BELOW GRADE): R-21 (INT), R-10 (EXT) ROOF R-38 NOTE: MAINTAIN 1" AIR SPACE BELOW ROOF SHEATHING FLOOR OVER UNHEATED SPACE: R-30 FLOOR R-11 SLAB ON GRADE R-10 DUCTS IN UNHEATED SPACE: R-8 IN SLAB: R-5 > WINDOW GLAZING > SKYLIGHT GLAZING > DOORS BY Date: FORCED-AIR FURNANCE 0.35 U-VALUE 0.58 U-VALUE 0.20 U-VALUE FELE COPY Permit No. 1) ° Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Cop and condill ns is acknowledged: CIw Of lblaulla BUILDING DIVISION RECEIVEn JUN 012009 PEWIT CENTEt tecinstruct LTIC 6830 NE Bothell Way - Suite C, PMB 181, Kenmore, WA 98028 Telephone (206) 553 9076 - Fax (206) 529 4408 ENGINEERING BUILDER: JOB SITE: PARCEL NO.: DESCRIPTION: DATE: ENGINEER: Kong Wing Ho, Phoebe T. Lee 12623 42nd AVE S, Tukwila, WA 98168 7340600681 Remodeling 05/25/09 SCALE: as noted Roland Heimisch, P. E. SHEET Al SYMBOL LEGEND = Exist. FDN = New FDN = Exist. Walls MEM = New Walls 0 = Smoke Detector = Vent -(:)-= Light Source KD = Window Tag = Door Tag c c 0 c) 8 z? 1 '55 LO 2'-6" 0 0 4'-2" 11 BEDROOM 135 SF 4 17'-3" 6 Egress 0 KITCHEN 192 SF 111 I II BEDROOM 114 SF Egress 6 110V Smoke Detector 0 — r was arrair 7 k 50 qFm Fan Vent to Exterior LAUNDRY 46 SF _ a) .9 > E a) - 2 CLOSET 28 SF 5 10'-0" BASEMENT FLOOR PLAN SCALE: 1/4" = 1-0" (1:48) 30'-9" /\4 I I r'jl E? _\ 6 SF 3 32 SF „ • V ''`5• 5 ; 5 Z.' Egress 7 'IC 52 HALLWAY 68 SF 12 23'-3" a) 0 > 8 E if; ri) C3 6'-3 1/2" 0 Egress 54'-6" 3 BEDR 001\A 169 SF MAIN FLOOR PLAN 54'-6" 54'-6" e• 6 3 2'-6" 14" 3 0 0 1 1 ... ,.t$ • . • r• ,....": ;41,4, .7.7 4 • ts .. 4 C.... at I. 1 t■ , s u • I • . .: • .7.7771."7 4 . .... ..•,......-. %• ...,.••, II • • ..• •..11%.011,..,,II • %) ., 1 • I sl, .*.• 11 • • ,•• •,0. yo ); zt,... • I:• to ,..•.. ..'• ir . 6'-3" HALLWAY 121 SF KITCHEN 274 SF 3 11 GARAGE 511 SF 6 6 SCALE: 1/4" = 1-0" (1:48) 4 t9 lzr J 3'-6" 23'-3" 22'-2" : 5• r 11 L 6 LIVING 264 SF 12'-0" 12 6'-5 1/2" CLOSET 30 SF 110V Smoke Detector CLOSET 31 SF 10 8 1/2" OFFICE . tc , 90 SF Z= EN 51 SF 8 2'-6" 19" 14 WINDOW SCHEDULE KEY NO. R.O. SIZE (width x height) 30 x 30" 24 x 36" 36 x 36" 36 x 42" 48 x 36" 48 x 42" 72 x 36" 72 x 42" 72 x 48" 92 x 60" STYLE TBD by Owner if if ft ft it REMARKS Safety Glass Egress (2) Egress (2) Egress DOOR SCHEDULE KEY NO. 6 • DOOR SIZE (width x height) 53 x 80" 32 x 80" 36 x 80" 32 x 80" 66 x 80" 30 x 80" 30 x 80" 30 x 80" 24 x 80" 60 x 80" 9' x 7' HINGE/SWING R/in Hand + SL L/in Hand French Door 36 x 80" 60 x 80" R/in Hand L/out Hand L/in Hand Slider R/in Hand R/out Hand L/out Hand R/in Hand REMARKS Entrance (1) Exterior, (1) Garage Deck Deck Interior 4 Interior Interior Interior Interior Interior Interior Interior DBL Door Garage Door REVIEWED FOR CODE COMPLIAMCE APPROVED : JUN 22 2009 City of Tukwila BUILDING DIVISION a MISCELLANEOUS NOTES tecinstruct LT 6830 NE Bothell Way - Suite C, PMB 181, Kenmore, WA 98028 Telephone (206) 553 9076 - Fax (206) 529 4408 ENGINEERING BUILDER: JOB SITE: PARCEL NO.: DESCRIPTION: DATE: ENGINEER: Kong Wing Ho, Phoebe T. Lee 12623 42nd AVE S, Tukwila, WA 98168 7340600681 Remodeling 05/25/09 SCALE: Roland Heimisch, P. E. SHEET A2 1. PROVIDE FIRE SEPARATION BTWN RESIDENCE AND GARAGE PER IRC2006 R309 A DOORS: 1-3/8" MIN. THICK SOLID CORE WOOD OR 1-3/8 MIN. THICK SOLID OR HONEYCOMB CORE STEEL OR 20- MINUTE FIRE-RATED A WALLS & CEILING TO RESIDENCE ATTIC: 1/ MIN. TYPE "X" GWB (GARAGE SIDE) A CEILING TO HABITABLE ROOMS ABOVE: 5/8" TYPE "X" GWB 2. SLOP DECKS AND/OR PATIOS 1 /4" PER FOOT AWAY FROM DOORWAYS 3. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDE 4. FOR BATHROOM FIXTURES PROVIDE CLEARANCE OF A 21" IN FRONT OF ANY BATHROOM FIXTURE A 4" BTWN TOILET & SINK A 15" BTWN WALL/TUB & TOILET 0.0. 5. INTERIOR STAIRWAYS TO BE PROVIDED W/ ARTIFICIAL LIGHT SOURCE IN IMMEDIATE VICINITY OF LANDING (REF IRC2006 303.6) 6. EXTERIOR STAIRWAYS TO BE PROVIDED W/ ARTIFICIAL LIGHT SOURCE IN IMMEDIATE VICINITY OF THE TOP LANDING. ILLUMINATION SHALL BE CONTROLLED FROM INSIDE THE DWELLING UNIT. EXCEPTION: LIGHTS THAT ARE CONTINUOUSLY ILLUMINATED OR AUTOMATICALLY CONTROLLED. (REF IRC2006 303.6) 7. PROVIDE HANDRAIL AT LEAST ONE SIDE OF STAIRS W/ MORE THAN 3 RISERS (REF IRC2006 R311.5.6) 8. PROVIDE MIN. 1/2" GYPSUM BOARD ON UNDERSTAIR SURFACE AND ENCLOSED WALLS OF ACCESSIBLE SPACE UNDER STAIRS (REF. IRC2006 R311.2.2) 9. INSTALL HARD WIRED 110V SMOKE DETECTOR WITH BATTERY BACKUP INTERCONNECTED (REF. IRC2006 R313.2) A NEAR EACH SEPARATE SLEEPING AREA A IN EACH SLEEPING ROOM A IN EACH STORY OF DWELLING UNIT 10. EGRESS WINDOWS TO BE A MIN. 20" (W) X 24"(H) AND 5.7 SF MIN. CLEAR OPENING A WINDOWSILL HEIGHT MAX. 44" ABOVE FLOOR (REF. IRC2006 R310.1) 11. SAFETY GLAZING WINDOWS TO BE USED (REF. IRC2006 R308.1) A WITHIN 24" OF EXTERIOR DOORS A FOR SIDELIGHTS AND SLIDERS A FOR BATHROOM WINDOWS W/I 60" FROM TUB/SHOWER NOTE: SAFETY GLAZING MUST BE IVEP PERMANENTLY MARKED AS SUCH. REC.. JUN 01 2009 PERMIT CENT& Exist. Grade 21.7' EL 21'-8" (+/-) TOP �D 9'-6 3/4" Fin Floor TOP Exist./ 0 EL = Fin Grade Slab on Grade 9'-6 3/4" Fin Floor TOP Slab on Grade . EL 14.4' 21'-8" TOP 17-6 3/4" TOP 9'-6 3/4" Fin Floor TOP Slab on Grade NORTH ELEVATION SCALE: 1/4" = V-0" (1:48) _El El —1- L 1 1 --J h ■•■■■•■■■ EAST ELEVATION SCALE: 1/4" = 1'-0" (1:48) WEST ELEVATION SCALE: 1/4" = I-0" (1:48) EL_16.7' Exist. Grade 21'-8" TOP Exist. Exist 17 3/4" TOPEt 9'-6 3/4" Fin Floor TOP Slab SOUTH ELEVATION A mannimannafinanannannannannanamir •IMENEffierfir 11010111111111010MINIMMUMIUMMUMNIUMUMMINIUMMUNINSINUNINIMMUMMINIMNINNININI •M IMERMILI MEIMEMI 0 0 0 0 L J Asphalt Shingles J SCALE: 1/4" = 1-0" (1:48) L REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 2 2009 City of Tukwila BUILDING DIVISION tecinstru ct TLC 6830 NE Bothell Way - Suite C, PMB 181, Kenmore, WA 98028 Telephone (206) 553 9076 - Fax (206) 529 4408 ENGINEERING BUILDER: JOB SITE: PARCEL NO.: DESCRIPTION: DATE: ENGINEER: Kong Wing Ho, Phoebe T. Lee 12623 42nd AVE S, Tukwila, WA 98168 7340600681 Remodeling 05/25/09 SCALE: as noted Roland Heimisch, P. E. SHEET A3 RECEIVED JUN 0 1 2009 PERMIT GENTEI KEY NO. STRUCTURAL MEMBERS Deck Joists, HF No.2, 2x10" @ 16" o.c., P.T. 01 Beam, HF, No.2, 10x16" P.T. 02 Column, HF No.2, 6x6" P.T. 03 Spread Footing, fc = 2,500 psi, 24x24x10" 04 Deck Joists HF no.2, 2x6" @ 16" o.c., P.T. 05 Beam, HF No.2, 4x10", P.T. 06 Column HF No.2, 4x4" P.T. 07 Spread Footing, fc = 2,500 psi, 18x18x10" 08 Floor Joists, HF No. 2, 2x6" @ 16' o.c. 09 Cont. Footing, fc = 2,500 psi, 12x10" 10 Garage Header, verify min. DF No.2, 6x10" 11 D6 S2 4 [06_ 07 07 •^1`. .========= 05 similar .., " i: , i ! 1 [ .V • Exist.Full Height Concrete Wall Exist. Step down E E LL D5 S2 FOUNDATION PLAN w w Exist. 6x6" Post (typ.) FRAMING ABOVE BASEMENT Exist. Concrete Stem Wall 27" Exist. 6x8" SCALE: 1/4" = 1 0 48) Existing Slab on Grade (r) w • SCALE: 1/4" = 1'-0" (1:48) 9 D6 S DBL Joist under wall bove Exist. 6x12" • . 1 . •-•_ _ ...,u ......_...- • I re_ • , r [ . • L Guard Posts 03 04 ============= :==============4 :==========1,` ========== �mXf 02 03 SYMBOL LEGEND = Exist. FDN = New FDN = Exist. Walls 7ZM = New Walls Do STEEL WOOD COfiRECTION LTR# 0 GENERAL STRUCTURAL NOTES GENERAL 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (2006 EDITION) AND MODIFICATIONS TO THE INTERNATIONAL BUILDING CODE. BY THE LOCAL JURISDICTION. 2. DEAD LOADS ROOF 15 PSF FLOORS 12 PSF DECKS 8 PSF EXTERIOR WALLS 12 PSF INTERIOR WALLS 8 PSF LIVE LOADS ROOF FLOOR (RESIDENTIAL) DECKS BALCONIES SNOWLOADS GROUND LOAD 25 PSF ROOF SNOW LOAD 25 PSF WIND BASIC WIND SPEED 85 MPH IMPORTANCE FACTOR IW = 1.0 ADJUSTMENT FACTOR A = 1.0 WIND SPEED UP FACTOR NA 3. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (2006 EDITION) AND MODIFICATIONS TO THE INTERNATIONAL BUILDING CODE. BY THE LOCAL JURISDICTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 6. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON EITHER AISC-LFRD, AISC 355, OR AISC-HSS AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. 7. STRUCTURAL STEEL SHALL BE GRADE A-36 UNLESS NOTED OTHERWISE. 8. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON EITHER AISC-LFRD, AISC 355, OR AISC-HSS AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. 9. ALL SOLID LUMBER TO BE GRADED BY WCLIB OR WWSA. ALL LUMBER SHALL BE HEM-FIR #2 (HF #2) OR BETTER. ALL SOLID LUMBER 5" X 4" OR LARGER SHALL BE DOUGLAS FIR #2 (DF #2) U.N.O. ALL GLUE-LAMINATED LUMBER SHALL BE GLULAM 24F-1.8E WS. LUMBER IN CONTACT WITH CONCRETE AND ALL EXTERIOR WOOD SHALL BE PRESSURE TREATED, ALL CONNECTORS GALVANIZED. 10. INSTALL SOLID BLOCKING BTWN JOISTS AT ALL BEARING POINTS. 11. THROUGH BOLTS AND LAG BOLTS SHALL BE ASTM A307. PROVIDE MALLEABLE IRON WASHER AT ALL BOLT AND LAG BOLT LOATIONS. PROVIDE CUT WASHER FOR ALL BOLTS PROTRUDING BEARING WOOD. 12. ALL METAL (CONNECTORS, NAILS, BOLTS, ETC.) IN CONTACT WITH P.T. WOOD SHALL BE HOT DIPPED GALVANIZED. 13. FOR FASTENER SCHEDULE FOR STRUCTURAL MEMBERS SEE IRC TABLE R602.3(1). 0 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 2 2009 City of Tukwila BUILDING DIViin ni 20 PSF 40 PSF 40 PSF 60 PSF RECE1VErP 06 //o oi , Ju 1 7 2009 PERMIT CENTEh tecinstruct T iLC 6830 NE Bothell Way - Suite C, PMB 181, Kenmore, WA 98028 Telephone (206) 553 9076 - Fax (206) 529 4408 ENGINEERING BUILDER: JOB SITE: PARCEL NO.: DESCRIPTION: DATE: ENGINEER: Kong Wing Ho, Phoebe T. Lee 12621 42nd AVE S, Tukwila, WA 98168 7340600681 Remodeling 06/15/09 SCALE: as noted Roland Heimisch, P. E. SHEET S1 V min. 12" 3 " CLR below Ground DETAIL 4x4 Guard Post (2) 1/2" Bolts, A307 bolted through Rim Board Simpson ECC106 min. embedm. 5.5" 04 Simpson ABA66 4x4 Guard Post (2) 1/2" Bolts, A307 bolted through Simpson EPC44 Simpson EPB44 min. embedm. 5.5" -J V min. 12" below Ground Pu %, r „ O r 24" 8" 0 8" SCALE: 1" = 1vO (1:12) Guard Post Conn. (TYP.) 4 " max. 4 " max. 4 " max. 18" 03 01 10 " (3) Rebars #4 each direction DETAIL 4 SCALE: 1" =1 (1:12) 06 02 (3) Rebars #4 each direction ) and Decking by Others Simpson LU28 Note: Max. distance btwn Guard Posts = 6ft Railing and Decking by Others Floor Sheathing 4x4 Guard Post 4" max. (2) 1/2" Bolts, A307 bolted through Stud Wall Bottom Plate I-- Exist. Floor Joists R21 11 Garage Door 2 x 6" Stud wall 5/8" dia. Anchor Bolt w/ washer 3 x 3 x 0.229" min. embedment 7" R30 DETAIL <— Slope DETAIL 10" Galvanized Flashing provide 2" drop-down Railing and Decking by Others Deck 1 /4" per foot 8" 12" Bolts 5/8", A307 @ 24" o.c. 05 DETAIL Siding 2 x 10 Ledger P. T. Exterior Wall Sheathing Siding Simpson LU26 —Simpson H2.5 2 x 8 Ledger P. T. Galvanized Flashing provide 2" drop-down Railing and Decking by Others Bolts 5/8", A307 @ 24" o.c. Simpson LU28 2 x 6" P.T. Sill Plate Vertical J-Bars #4 alternated @ 18" o.c. V min. 12" below Ground (3) #4 Rebars both directions Slope Deck 1/4" per foot 02 SCALE: 1" = (1:12) SCALE: 1" = (1:12) .///\/\ dia. perfor. Drain Pipe with 16" of gravel around SCALE: 1" = (1:12) Ei Stud Wall Bottom Plate Garage Door Exist. Floor Joists 01 Floor Sheathing R 4x4 Guard Post (2) 1/2" Bolts, A307 bolted through Sill Plate P.T. Exist. Footing DETAIL New Footing SCALE: 1/2" = 1°-0" (1:24) Dowels Rebars #3, 4" min. embedm. @ 12" o.c. use non-shrinkage grout ROOF FRAMING EXISTING STRUCTURE, NO STRUCTURAL MODIFICATION ..T -......_;._IL.........1.:_.:„,.:M . .. . "L > , ,, 1 i 1 1 \ I \ I 1 \ .......... 1 l' 1 • Ii ',2 a) / 3 Li r r"i _ 4 -:-.=:=R•i- 4x4 Guard Post (2) 1/2" Bolts, A307 bolted through Rim Board DETAIL SCALE: 1" = 1 (1:12) 4 " max. 01 0 REVIEWED FOR CODE COMPLIANCE PPROVED City of Tukwila BUILDING DIViRinm JUN 2 2 2009 SCALE: 1/4" = 1 (1:48) 42479 ""zirrl RECEIVED 4 / / _ JUN ,1 7 2009 PERMIT CENTER tecinstruct T 6830 NE Bothell Way - Suite C, PMB 181, Kenmore, WA 98028 Telephone (206) 553 9076 - Fax (206) 529 4408 ENGINEERING BUILDER: JOB SITE: PARCEL NO.: DESCRIPTION: DATE: ENGINEER: Kong Wing Ho, Phoebe T. Lee 12621 42nd AVE 5, Tukwila, WA 98168 7340600681 Remodeling 06/15/09 SCALE: as noted Roland Heimisch, P. E. SHEET S2