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Home My WebLink AboutPermit D06-379 - Hemenwaqy - Lot 1HEMENWAY - LOT 1 4037 S 128 ST D06 -379 Parcel No.: 7340600758 Address: 4037 5 128 ST TUKW Suite No: Tenant: Name: HEMENWAT - LOT 1 Address: 4037 S 128 ST , TUKWILA WA Owner: Name: HEMENWAY HAROLD JAMES Address: 4036 S 128TH ST , TUKWILA WA 98168 Phone: Contact Person: Name: JONATHAN M. HARKOVICH Address: 1201 MONSTER RD SW, STE 320 , RENTON WA 98057 Phone: 253 315 -3170 Contractor: Name: PITZER HOMES INC Address: 46533 84 AV SE , ENUMCLAW WA 98022 Phone: 253- 632 -9159 Contractor License No: PITZEHI978Q4 DESCRIPTION OF WORK: CQNSTRUCTION OF 2103 SF SFR WITH 409 SF ATTACHED GARAGE Value of Construction: $208,870.03 Fees Collected: $4,986.46 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 • doc: IBC - 10/06 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206-431-3665 Web site: httn: / /www.cttukwila.wa.us DEVELOPMENT PERMIT * *continued on next page** Permit Number: D06 - 379 Issue Date: 03/09/2007 Permit Expires On: 09/05/2007 Expiration Date: 11/24/2007 Steven M. Mullet, Mayor Steve Lancaster, Director D06-379 Printed: 03-09 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206431 -3665 Web site: http: //www.cttukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or erformance of work. I am authorized to sign and obtain this development permit Signature: Date:9 / / 7 Print N 4 vile D O 1nfr f t This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. • N Permit Number: D06 -379 Issue Date: 03/09/2007 Permit Expires On: 09/05/2007 Date: W Steven M. Mullet, Mayor Steve Lancaster, Director permit and know the same to be true and correct. All provisions of law and ordinances r specified herein or not. doc: IBC -10/06 006 -379 Printed: 03-09 -2007 Parcel No.: 7340600768 Address: 4037 3 123 ST TVKW Suite No: Tenant: HEMENWAY • LOT 1 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: D06 -379 Status: ISSUED Applied Date: 10/06/2006 Issue Date: 03/09/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206 /431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Aix Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 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 distance of 4- inches shall be maintained above the controls with the strapping. doc: Cond -10/06 006379 Printed: 03-09-2007 19: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http:/lwww.ci.tukwila.wa.us 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 Washington State Department of Labor and Industries (206/248 - 6630). 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. 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be .Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 22: Maximum grade for all projects is 18 %. 23: Adequate ground ladder access to rescue windows shall be provided. 24: .Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 811. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)5754407. 26: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 27: The applicant must notify the City Utility Inspector at (208)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 28: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 29: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 30: .Any material spilled onto any street shall be cleaned up immediately. 31: Temporary erosion control measures shall be implemented as the fast order of business to prevent sedimentation off -site or into existing drainage facilities. 32: From October 1 through April 30, cover any slopes and stockpiles that are 311:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 33: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All doc: Cond -10/06 D06-379 Printed: 03 -09 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us disturbed areas of the site shall be permanently stabilized prior to final construction approval. 34: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. * *continued on next page ** doc: Cond -10/06 D06-379 Printed: 03-09 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. © � — (� 5 -9- o 7 Signature: Date: Print Name: .\ /C ;aid t J C Q lil V o r doc: Cond -10/06 006 -379 Printed: 03-09 -2007 SITE LOCATION 1 Lo T/ KEA'MF /Aly King Co Assessor's Tax No.: 73`121 07f Site Address: .401 S . Uf a ST T rt v /L4 CUA fag Suite Number: Tenant Name: New Tenant: Property Owners Name: fr /T2I/2 I9&// 4' /VG Mailing Address: '7 S 53 29y ra Sef I CONTACT PERSON - who do we contact when your permit is ready to be issued Name: rata/ /// / Mailing Address: Tp7/ /J '%S Jex /OA'1 `'e 3.7-0 E -Mail Address: ✓onA GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: / /T214? M7/7 /L 7/61/ Mailing Address: '96 7f S,T Contact Person: S77M P/TZE/€ E -Mail Address: / O/r i Zere5 Z6. &ao /cont Contractor Registration Number: fit ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: 2 awe DES/M/ bMiaf Mailing Address: AO. a 906 ,C4'11 e /Ty G'A f'OZ'/ State Zip Contact Person: Sfl r. E C.9/!/Van, E -Mail Address: 51 ao %er/rr ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: /n/left'Ea EN6 //1/EEi2 /N6 Mailing Address: W2/ Idea AYE N.r ,'/XE /ittTG/+4 CZ E -Mail Address: deectee Vblue • /7E' QiApphwlamWomm- Applicatimu li 0n nev -2006 ath - P Ap iwimdac Contact Person: Revised 9-2n16 bh CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hitp://www.cl.tukwila.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 " Building Permit No. /0C/' 2 711 1 Mechanical Permit No. so(' -1.1-s Plumbing/Gas Permit No. 2/1/1/_ Public Works Permit No. Project No. (For office use only) City Fax Number: G1/A State Floor: Yes Day Telephone: (753) ?/5- ❑ ..No 9Pozz Zip kfitireei Ludt__ 9P457 City State Zip Fax Number: ( Si 726 - 7277 flue tcitL/lW WA c - eerie" City State Zip Day Telephone: (Z5 3) 6 3Z - 9/C9 Fax Number: C36O) 902 - yyoy Expiration Date: /Z - %6- 0 7 City ) Day Telephone: ��s!Z6 Fax Number: (in522 Z z - wy7 ,te -Dft emeo ton td osz City State Zip Day Telephone: (t2) 797 6 Clay) 7V7- 5yW, Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ /SS 0 ° Existing Building Valuation: $ Scope of Work (please provide detailed information): g 4/IW S/rt/6.?r- f.¢/Tf /6y grS✓,p,C, Ct /we/a/in4/ d 'e'A /N* ou dT/0 t ,) ha/es, ANG) f7 Pte. Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over l8 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): 20 1 4 Floor area of principal dwelling: Z /d3 Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 2 Compact: Handicap: Will there be a change in use? ® Yes ❑ No If eyes ", explain: Ibets.Dvr LOT NLW ge caviler FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm © None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes - ❑ No If 'yes', attack 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. Q:Uppiica11o,a1Forms- Applicetiaa On LineU- 21101 - Permit Applicalion.dnc Revised: 9.2006 d+ Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 777 r Floor /326 a Floor Floors / thru - L Z 40 Basement Accessory Structure* Attached Garage 170 Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ /SS 0 ° Existing Building Valuation: $ Scope of Work (please provide detailed information): g 4/IW S/rt/6.?r- f.¢/Tf /6y grS✓,p,C, Ct /we/a/in4/ d 'e'A /N* ou dT/0 t ,) ha/es, ANG) f7 Pte. Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over l8 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): 20 1 4 Floor area of principal dwelling: Z /d3 Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 2 Compact: Handicap: Will there be a change in use? ® Yes ❑ No If eyes ", explain: Ibets.Dvr LOT NLW ge caviler FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm © None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes - ❑ No If 'yes', attack 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. Q:Uppiica11o,a1Forms- Applicetiaa On LineU- 21101 - Permit Applicalion.dnc Revised: 9.2006 d+ Page 2 of 6 Sewer District ❑...Tukwila ❑ ...Sewer Use Certificate PUBLIC WORKS PERMIT INFORMATION - 206 - 433 -0179 Scope of Work (please provide detailed information): ,4 /VIN/ S24v4t3 - fin/ RES.DfivCr Ldir/J /A/c /DEivy- -L G,ey,7/4ib Fo/L F-ou v ,f7 /o4 , efitE- o'Ai/ tat -As; ,9ivp i9 pEc4. Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ...Tukwila 21... Water District #125 ❑...Water Availability Provided ...ValVue ❑..Renton ❑...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" x34 ") ❑ ...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 >e- 0 ...Total Cut 0 cubic yards ❑ ...Total Fill 0 cubic yards Q:tApplicstlmiWmms- Applications On LineU -2006 - Permit Appl'iaion:doe Revised: 9-2006 bh Call before you Dig: 1400- 424-5555 ❑ .. Highline ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use - Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ID ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Water ,, ® ...Permanent Water Meter Size... 3/�/ " WO # ❑ ...Temporary Water Meter Size.. " WO # ❑r ry � ...Water Only Meter Size " WON ❑ ...Deduct Water Meter Size ...Sewer Main Extension Public )C Private _ 2 ...Water Main Extension Public X Private ❑...Traffic Impact Analysis ❑ ...Hold Harmless - (SAO) ❑ ...Hold Harmless - (ROW) FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Snit AW, S /.vW Day Telephone: (263,n 32 - 9/s9 Mailing Address: °/ 5 2gya SE E/vue0<.44w tc)9 9e62 a Ciry State Zip Water Meter Refund/Billing: y� Name: 54i�tt /75 /lSv` Day Telephone: Mailing Address: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU 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 /I,000,000 BTU Suspended/WaIVFloor 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/Ind MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: rep Mailing Address: City dale Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ I /ZGYl - Scope of Work (please provide detailed information): Cant/ ANO /NSTALG * C1) 1:Cf Aieg ct /jNQ Aecr GrmAt Use Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas....0 Other: Indicate type of mechanical work being installed and the quantity below: Q 'Applicalioea \FamsApplicatimu On LineU -NNW - Permit Application doe Revised' 9-2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Z Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets 3 Bidet Food -waste grinder, commercial / indirect waste Clothes washer, domestic / Floor drain Sinks 3 Dental unit, cuspidor Shower, single head trap Urinals 'f Dishwasher, domestic, with independent drain / Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent / Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Company Name: PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION pirze g AbinE5 , //te Mailing Address: y65 Zef1ie / SE Contact Person: J /`h p I rZE/C E -Mail Address: !//i r4leOm Contractor Registration Number: Al.Zr.GL Valuation of Plumbing work (contractor's bid price): $ /0 WO Valuation of Gas Piping work (contractor's bid price): $ /07470 Scope of Work (please provide detailed information): I4/Ea/ <1/414 46 / infa7 a-4 %,af/ /N6 /D4/1/m1. G,QAD/N - Fat Fnus/>/Pl1O.d /7,e/vfa.'i/ <v4L,� A>'00 , ,DEe . /4/57N44770/t/ OP ,°Ltorngnvo- Rivj Gm15 Building Use (per Int'I Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Q'.UpphcauonssFmms- Applications On Line3.2n06 - Permit Applicauon.doc Revised 9 -2006 bh Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: 'sane //slrr/ cc /.4 fWOZ City State Zip Day Telephone: ( Z53) ( 9 /59 Fax Number: ( 3 E0) E?OZ— Vfo, Expiration Date: /Z - 26 -O7 Sewer: 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 O .. Signature: // / «yam /�it/T Date: /006 Print Nam V' //f1 Rae:4 Day Telephone: (253) 6 .1Z-9%57 Mailing Address: f65 Zey SL E erfireZA U 414 Z2 City Slate Zip I Date Application Accepted: Q tApplicalion4Fama- Applicaaonp On IineU -210(. - Permit Applicaim doc Revised. 9-2004 bh Date Application Expires: D�(de�dk Staff Initial Page 6 of 6 Parcel No.: 7340600768 Address: 4037 6 128 ST TUKW Suite No: Applicant: REMENWAY - LOT 1 Receipt No.: R08 -00800 Payee: PITZER HOMES INC ACCOUNT ITEM LIST: Description doe: Receiot -06 BONDS /DEPOSITS 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.cttukwila.wa.us Payment Check 2522 1,500.00 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Initials: LAW Payment Date: 03/17/2008 04:29 PM User ID: 1632 Balance: $0.00 Account Code Current Pmts 000/386.908 1,500.00 Total: $1,500.00 Permit Number: D06 -379 Status: ISSUED Applied Date: 10/06/2006 Issue Date: 03/09/2007 Payment Amount: $1,500.00 0148 03/13 9710 TOTAL 1500.00 Printed: 03- 17.2008 Doc: RECSEIS-08 RECEIPT NO: R07 -00339 Initials: JEM Payment Date: 03/09/2007 User ID: 1165 Total Payment: 7,489.12 Payee: PITZER HOMES, INC. SET ID: 0227A SET NAME: HEMENWAY, LOT 1 SET TRANSACTIONS: Set Member Amount City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us D06 -379 3,228.00 D06 -380 3,228.00 M06 -225 175.56 M06 -226 175.56 PG06 -179 338.50 PG06 -180 343.50 TOTAL: 7,489.12 TRANSACTION LIST: Type Method Description Payment Check 2367 ACCOUNT ITEM LIST: Description BUILDING - RES GAS - RES MECHANICAL - RES PLAN CHECK - NONRES PLAN CHECK - RES PLUMBING - RES PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES SET RECEIPT TOTAL: Amount 7,489.12 7,489.12 Account Code Current Pmts 000/322.100 3,949.12 000/322.100 176.00 000/322.100 351.12 000/345.830 -36.39 000/345.830 66.39 000/322.100 476.00 000/342.400 450.00 000/386.904 9.00 104.367.120 2,047.88 TOTAL: 7,489.12 5363 )3/12 7716 TOTAL 71K __. RECEIPT NO: R06 -01590 Initials: JEM User ID: 1165 Payee: PITZER HOMES, INC. SET TRANSACTIONS: Set Member Amount 1,758.46 M06 -225 36.39 PG06 -179 66.50 TOTAL: 1,861.35 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW f • ty o f Tu kw i l a Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 SET RECEIPT Payment Date: 10/06/2006 Total Payment: 1,861.35 SET ID: S000000582 SET NAME: Tmp set/Initialized Activities TRANSACTION LIST: Type Method Description Amount Payment Check 2260 1,861.35 TOTAL: 1,861.35 Account Code Current Pmts 000/345.830 36.39 000/345.830 1,349.96 000/322.100 250.00 000/345.830 225.00 TOTAL: 1,861.35 0570 10/10 9710 TOTAL 1861.35 Proj /Zzsf,ra 4/ / Type of Inspection: Add/r�es,s.:2. 56- Date Called: Special Instructions: Date Wanted: 3 /7 '] (// J � a.m. / eiS Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 'R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ap proved per applicable codes. 0 Corrections required prior to approval. COMMENTS: cterim9/ Lk, Tlr.iw.r e. / 7;544 77, 5 'G1) `4 /C , /7ei7_ii Ga Inspector . 05513.00 EINSPECTION paid at 6300 Southcent Date: E REQUIRED. Prior o inspection. fee must be r Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: Date: Project: kkeItnv)A1 Type of Inspection: CI odit t-ASU GCT7 04 Address: 4031 Soolin 1 2$ St', Date Called: Special Instructions: t Date Wanted: l S , 1 4 - Os Lot 1$- { Requester: Phone No: — Z 1/4 — Id 151 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWIIABUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. bo -3r7c1 O Corrections required prior to approval. COMMENTS: /V/A Inspect r: f u Date: $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedute reinspection. !Receipt No.: !Date: COMMENTS: J Type of Inspecti RA) / Y. ., ,/`7 6 j t i t - k i th - 5 i S N it S' ytP�1 n WI — IAks Nei (, nf -Peh- gie,oi A-F 0 n ELI (—i A 0) _ r : p c 0 - A 4Ct A10 ( IA PIT' i i■ v o "r\ 1 I 0 ii Ilk t a b ( ?),To J r i) t ∎r tip � C trG °l r Project: 1 }e erWnA Type of Inspecti RA) n: Q 1 —A 1 Address: `r 4()3 <D 12s s". Date Called: Special Instructions: Lod`* 7,2 4" ∎, ■ Date Wanted: 3 4 O ' a. ` Requester: Phone No: X 17 D Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ft 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. 'sperm fJ�.J /v Date: 3 _) J G �. $58.00 REINSPEC11ON FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: Date: a Project: Ile eAi Type of inspection: Raj- Aetjt.tii fu( a Address: ! - .1 So of 12x Sr Date Called: Special Instructions: L r It I / Date Wanted: 3- 14 / or a.m. , Requester: Phone No e INSPECTION NO. INSPECTION RECORD Retain a copy with permit Vlq PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd , #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 1 * -k r 0 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: Date: 1 Date:3 _ /4 _ O8 ., 7 Project: Type of Inspection: Address: 4 /03 7 S /26 s Date Called: Special Instructions: Date Wanted: 9 — / 0 a.m. P.m. Requester: Phone 2UO' &%3 INSPECTION N INSPECTION RECORD Retain a copy with permit COMMENTS: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. ❑ Corrections required prior to approval. ;58.00 REINSPECTION E REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: (Date: Project: 1//cnxn/crit79 /6 / ..7 Type of Inspection: 1,€.21// _2 N Si `) Address: / �/O.J 7 5 /25 5-/ Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 3-2_e6 64 g5 INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION l 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- OMMENTS: roved per applicable codes Corrections required prior to approval. et t ' $58.00 REINSPECTIOIfFEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt NQ.: (Date: Project: /�Fcfriedct✓� LdI) Type of I s ection: a,l„,1 Address: </037 5 / 2 - 5 5 1 Date Called: Special Instructions: Date Wanted: 93 - 2 S 7 Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. El Corrections required prior to approval. OMMENTS: Date: //J „ l- (9 $58.00 INS PECTION FEE fZtQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: y -- 434 Laity i d Type / of Inspection 67 , /NC ! ' & 6-/ A dr ss: a Date Called: Special Ins ctions: Date Wanted: a.m. Requester: Pho 9'5„7 e 2 — ^ INSPECTION RECORD Ti Retain a copy with permit INSPE ON N PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -347 proved per applicable codes. ❑ Corrections required prior to approval. k COMMENTS: $58.00 REINSPECTION FE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: I Date: Project: / /41.N9fii a gut Type of Inspect ion: 4w 9 ��-ritil. Address: �� / /2 9 , Datg Called: D Special nstr [ions: Wanted: ate � ( m p Requester: Phone No: 3 - 2‘6-67S D Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE IT NO. CITY OF TUKWILA BUILDING DIVISION 14 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 E 4 Corrections required prior to approval. COMMENTS: rate: ---240-0 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: IDate: • COMMENTS: 6 Type ction: 7» / .Tif//11-1 -- Date Called: ✓ J Address: Iroy/ ...5,_ 7 X /�5 /HS4 /oy4 041;c•-- Ric M — �/ P/'17LNOl-F / r 5 a �ipP r ;et .errQtrt 9 A/ T"pi/i ,-nr- tr✓I tHwg'2 I e fla 7 /....., Or in 4 $ COrno r Requester. Phone No Th A' Project +�' Wa 6 Type ction: 7» / .Tif//11-1 -- Date Called: ✓ J Address: Iroy/ ...5,_ / `� Special Instructions: L "C pm Date Wanted: am. _ 7 �� f�" C �• "i Requester. Phone No ! INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Inspector INSPECTION RECORD Retain a copy with permit PE (206)431 -3 •t,orrections required prior to approval;:: (Date: 54/5'07 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100, Call the schedule reinspection. 'Receipt No.: 'Date: i �� Project: � ,) /cAl ;A� / 1/ z Type of Inspection: /l An ? iiv � - Address: 4 /0 q 1 S /Z<° SI Date Called: Special Instructions: Date Wa" ted: r7 — i7 O7 ; p.m. Requester: P '25 -- G-9S B INSPECTION NO. Ei Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 17 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 0 Corrections required prior to approval. COMMENTS: f2g /4 /c s // ) X58 REINSPECT( GN FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: (Date: • Pro //j ? / /cn/frit' /cf P Type of Inspection: f, , / /Shi /%,Jr5 he\ . - - Address: e/DV/ S /2v e—/ Date Called: Special Instructions: Date Wanted: — / — D - 7 nw Requester: Phone No: 025'3 -2 4C —65'35 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 `0Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: spector: $58.00 REINSPECTIQ FEE REQUIR Prior o inspection, fee must be pa id at 6300 Southcen r Blvd.. Suit 100. Call the schedule reinspection. Roc ipt No.: (Date: { • INSPECTION RECORD Retain a copy with permit (206)431 -36 5 Type of Inspection: \_/ D .S/ Date Called: Special Instructions: [ 2 % ,ai;F,l'I ;,fn'; % - (1.9, —/ - 01- Date Wanted: 7 -, 3 / - O 7 r; a.m. P.m. 7 re- tiCci� / my v Shur ZA/CtM ( ,9/ 49 A .s 5 4 2 m a CT eST TON S /70 / ` 8 0, f L / .5 / / /Hr^ d n-' 9P .0N9,,/HRvs''-f //r .„----, ,9 Proje t: IS" Type of Inspection: \_/ Addddress: yU 9/ s /2 .S/ Date Called: Special Instructions: [ 2 % ,ai;F,l'I Date Wanted: 7 -, 3 / - O 7 r; a.m. P.m. Requester: Phone No: c- 69- 5 I6 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. Dater Y/ d Inspector 0 $58.00 REINS CTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: I Date: Projec : 7 /n nfNLc.my Q / . / Type of�W D specti : " n 5 . Address: /%, c5 /,7.° s Date Called: / Special Instructions: Date Wanted: 4 — e 0 a.15 Requester: Phone 3 2 - ‘SS INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM (206)431 -361(0 'pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: /14 ' ?7cA Otra 7d id (177f n . ector: Date: _Z 7 0 REINSPECIIDN FEE R QUIRED, rior o inspection, fee must be p = Id = t 6300 Southcenter Blv ' ., Suite 1 O. Call the schedule reinspection. r ecd. No.: Date: Project: / 4 e�-I / Type of pe t / d < Address: Date Called: / Special Instructions: Date Wanted r Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V Approved per applicable codes. 0 Corrections required prior to approval. OM MENTS: INSPECTION RECORD Retain a copy with permit 0 $58.00 REINSPECTIOF+f FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. 'Receipt No.: Date: Proje?: . /1 > .1 Ld7"/i /1 t Type ' L , : jitl� . .i \J Address: 7 Date Called: Special Instructions: Date Wanted: a ,ty,. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DI SIGN 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I 1A A .00 REINSPECTION FE - EQUIRED. r to inspection, fee must be d at 6300 Southcenter B( •., Suite 100. Call to sechedule reinspection. R'eipt No.: Date: Date: (206)431.367 COMMENTS: Type ohs ecybn: f—a 4/44 AN%/ &de Address: yn37 S I2 3c/ Date Called: Special Instructions: Date Wanted: y -LS -0 - 7 Requester: A /Pr F ' rrA(3 - (64) _ < V/ 1 /r ✓ / S /.'Vsfa -(il)4 t� t I N Proje9ct: / n hcMFAkc q y fir? Type ohs ecybn: f—a 4/44 AN%/ &de Address: yn37 S I2 3c/ Date Called: Special Instructions: Date Wanted: y -LS -0 - 7 Requester: Phone No: Z D 7 -7Vd- ZY3 INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) Approved per applicable codes. INSPECTION RECORD Retain a copy with permit D Corrections required prior to approval. Receipt No.: REINSPECTION EE REQUIRED. ' or to inspection, fee must be at 6300 Southcenter Blvd., Suite 1 t r Call to sechedule reinspection. Date: Project: 14FnnFNWAS 4.1\ Type of Inspection: N 1 N Address: Date Called: Special Instructions: Date Wanted: Li — I e la■s-- 0 -7 M Requester: Phone No: 2- 6 3 - 7 t lO ZY S I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98t88 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: fj> JJ �%4f/YdaUt 2 7C 41 4_, , .1 a Al LIIII air ►GI 1. ri S58.04 • E[NSPECTION • E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100,,Call to sechedule reinspection. Receipt No.: Date: Project: /J tr*,t5)4e — 150 /1 Type of lnspect : /0) /..e.- -Cerg'7 Address: X37. zd 51 Date Called: Special Instructions: Or // 70 027i3.3 -0 / Date Wanted: ? "y 07 ‘.Lori p.m. R eque st er_ - Phone No: Z V 3 -214- -4959' INSPECTION NO.. - CITY OF T BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 LI Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 El Corrections required prior to approval. COMMENTS: 4/4 LI $58.ObAE*ISPECTION FLEE REQU1kED. 6rior to inspection, fee must be paid at 630 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: 'Date: Project: ( F MC al.4c LEA 1 Type of Inspection: retp -f; \ Address: es 7 ''77 x 9 l 2 R 4 t Date Called: Special Instructions: Date Wanted: U — I( - 0 - 1 a Requester: Phone No: 426- 2loo- L'52/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: INSPECTION RECORD Retain a copy with permit DO6 -37 PER al NO ( 06)431-36 1 ) - 7; c va 1 1 r lyiet 1 )* 1 4,14 41,1 t o, , Sr . ,tit PI A/ ,= u ,^ �7 ,r07 607/ r, ve/7 -ic ,;- 4'6' c '14L fecni en Date: 44 7/ . /..._ El $58.00 REI 5 ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspectio : s -^r` 1 7 / $ C N o , M t T & , � � ez Rol , 6�r eY lien Date Wanted: 03 ? OK to (c&esc 4 1d b( actcoeen p - 3: o0 31z P1 fL4 Phone No: 9 - S , 4 (2-7 k' AA/yids) Project: !- vnen tat y -L0-t 1 Type of Inspectio : s Address: 2 7 $ I k S Date Called: 03/ Jos- Special Instructions: Date Wanted: 03 a.m. e, OK to (c&esc 4 1d b( actcoeen p - 3: o0 Requeste Phone No: 9 - S , 4 54 cm) INSPECTION RECORD Retain a copy with permit tDa-3 - 72 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 (4/� at rottno( floc- Approved per applicable codes. r‘ OCorrections required prior to approval. Inspector: „ / J )Date: V /4 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 'Project '' tL jj fJ t ° f��/�(�ri/! /+llf Type of Inspection: SD Ad 111 7,03' on C 12 t S f c / Date Called: o3/20/U L C Special Instructions: C �d / )') i n. -pop( - to InS}� (l Date Wanted: /fin. ni /aviof a.m. Reques 7 Phone No: as 3? ?G -6 ?sg 51) Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 O Corrections required prior to approval. COMMENTS: 3b f /1ik iv' P // 1, 4y o C 7 / 4a,1 744,-ab < Inspector: (Date: 34.(xi $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Prglect nY1 t - �� \f �[ toil Type of Inspect Add SO ' ) Date Called: 3 _ p4 , 01 Spe al nstructions: 1 `! alai '„`' Date Wante, C � g � J p.m. 1 - - ,— Phone r � Le la 1.�s9 Lk' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved'per applicable codes. Inspector: - INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206)431-3670 El Corrections required prior to approval. COMMENTS: l »94 coif a/ g / DA.a-tr.� i)e /h olAstrieJ (. uLivi w/ 7gtan - ( dgC L rW,eA reli Sc 46 et w-9--27 J c A CJ l . /Zt Ce/vfi'1. PO4p ci:24 (a /t/A4't 7h (mist /01 (~bit..r-S . /' at $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Pro N y 4t /J /D ress: Type of Inspection: Addd 9031 5 /ae S -E Date Called: 6349/0k u.'9 o&te ►4�(oa (qtr Special Instructions: - Date Wanted: a.m. p.m. Requesters 1 Phone No: ' a69 6 -69 Approved per applicable codes. Corrections required prior to approval. ) COMMENTS: u.'9 o&te ►4�(oa (qtr % (ln.we u,01- r Batten fin K1lfA! IJtA11A� n r1i U !^f/l4/? &tw to r I. 1 54. ID Kit) y , 9 » I A 1 AACA i "lM- INCeit -, Q ep•(M Wok' 4 4f.. • ., / I I ' , ..1 4. 1 Jar! as. .la .1 I�i a A. t 1�wY ' t -; ‘ (. d- 7N1 t 2 a+4{4.._ tr>` SibtAt. 5 INSPECTION RECORD Retain a copy with permit ; PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 nspector: • .P Jj -fin 4.1v -e �Date ,11.7 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: !Date: I COMMENTS: N6Mci Type of Inspection: RCS, F,'rL I;in Address: '(037 5 Suite #: /28 sr - • ii Special Instructions: Occupancy Type: XN L1 /� 4CCCi5 '7'O Ke5C Lr l,✓1dDL4 5 P/C, Ir✓IDICG Clete: rri n4.. 5 O r . cy f i,‘ Erc kh, dn.-4 Lo Cry I :Cr, cd ie Project: P,'4z0, N6Mci Type of Inspection: RCS, F,'rL I;in Address: '(037 5 Suite #: /28 sr - Contact Person: V Special Instructions: Occupancy Type: Phone No.: Z,S3 - ZAG - C Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT ,Qoo -3 PERMIT NUMBERS Corrections required prior to approval. Inspector: 5p)37 Date: 31jS o t Hrs.:. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc /- 1/13/06 T.F.D. Form F.P. 113 MITCHELL ENGINEERING INC. s col r (6444: L AL- sl�j nom. 5H t-Ts 2 3 41 ki5) 5A Oa Air-i I I THESE CALCULATIONS ARE COPYRIGHTED AND MAY NOT BE COPIED WITHOUT THE WRITTEN PERMISSION OF MRCI -ELL ENOINEEFUNG. INC. USE OF Tie E C� "1.TIONS IS LIMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON FOR THE CONSTRUCTION OF ONE BUILDING.ANY OTHER USE OR REUSE IS STRICTLY PROHIB- ITED WITHOUT WE WRITTEN CONSENT FROM MITCHELL ENGINEERING, INC. PREPARED BY ' ' ' I PROJECT DATE S al SUBJECT In►��J�I -15.9 1 . ( 4 0 , 4 = Rao rkh S9 5t14, = 1 t ic) Ivor — L Gv12'4,'- I S &F • 75 7 wA�l ( !04. J 35 ' -` sirk 4 0,c$ 54T - 7JvivriA j VGA Ths i4 r ,,) L4Ti.cal.- r?A4 265 I. L2rl.a- [La JOB NO 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 °°P Permit No. AT" -A L ►z 2vo3 T lOttA REVIEWED FOR CODE COMPLIANCE FEB 2 6 Z007 ty Of Tukwila St* Hit fir= BUII�9ING DIVISION fl L, : =8 Cater 444 = 1 { — cnv fv nu h'{ / AtA a t OCi 06 2006 PERMITCENTER Pag fro -Tr,J SHEET NO. OF 20 43 4 - 72 c� d 6,S g s 4e�il- lat�wa S a4 2 44 s fl P cnAL P $1J-4 J - (1 \P41.1' 210; - go 4 -724, 7%61 L Iil- 61917.1 e- 27-co v'/e4'0 ':4 • - - Q G v/»2'ics /co il Mega- ALL ac71 44& a 51- LJ 6 ► JCL cJ AT ALL ;ire ';L,4 La rri�Js --0 h-?5r 4 4 t Tr - 1LL1 r2 -3 s1/2 el- M- IhA L,S &rwt Lo1 &1 - AdiA l tJ ! Lath, a- I JIB L a inks T MA L -]4J I # _- .41.404, Gl1tmJ i 4'2)&4- e° ). 4Ld¢ -72� #?J '47ZL -fret ( art ' 4 art l� r"'t i7r_Iwd =1067-d rvail itevt1nir av Ditvqd r' h °°r/ ql rivti Pew MITCHELL ENGINEERING INC. �Tj 4 L• ✓ 514,- I ��:4 i a d --b g _ a - T - 1' 30 cs15064 f { r' m►-la ac - 1, c� E� Pc 5 10 1 DATE t t r- M -i aaa (IE=1,al; Pia 6$04e6. v 1 ) A ,�cTrc,4L Acc iL LE T - det ct35 =1.25 Lo 6(= 0,5 4 _ v &5t44 C�(Tk4c.Y "c co *sr' co.( -- 1. 015147; -1 k5t 5 Ai - /° .5. o5 /t� VNPL P� 6kliit ` tast ink. .0 ifF. (C5 9 51 Mo I r q - - j J FAG`(aa- to. A 1-Sie tga kee. LL 0j - 5 P> J. 54 -- - 1,0 ,4 1.25_ 1.25 > W • S : 0,5 7 4 1 -5 - 0, '75 505 = 2�� • 2425 = o. 03 Sv>> - 2 / 3 - - 5o l• 25,4, ;5345 cQ/v PREPARED BY 0 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 d‘t WALL PROJECT 1� 412/a SHEET NO. OF_ SUBJECT JOB NO 04'1 2 4' Step # Question Background Inforfnatfon Answer •• • Comment 1 Are you using the formula specified in IBC Section 1617.57 ' Based" n te.tiltimate base shear formula : outlined above N the • .' "'. .a=ping language •. • ` `.. -. Y es reference IBC Sectibn • : 1617.5 for details pertaining to the for ub • values. . .� N o .. D ' " : ' - 2 What is the design elastic response acceleration used? • The design elastic . response acceleration, : SIDS„ for short period as' modMed witti Section ". ' 1515.1.3:Sos % - where:.Srna -Fe S3 per IBC Section 1615.12 - - - 3 Has the seismic force been determined for each level of the building? ' Vertical distribution of seismic forces at each level Is calculated ". 1817. IBC Section 1817.52 .2 using the • following formula FX+1.2SnsWx -- - ' CI X Nc ' 4 Are you dividing the ultimate base shear by 1.4 to get the allowable working stress base shear? Ultimate base shear may be adjusted per IBC Section 1805.3 C'S D Y D No 5 Have you calculated redundancy factor p Check for redundancy p, per IBC Section 1617.22 D Yes D No Design Loads ' Please specify the design dead loads used for the building: Roof = ✓psf !2 . a 30 Ibs snow load, psf Walls/Pa nss co" psf Floor = "La psf Flat roofs s 5% slope with 20% snow load = • Storage area: 25% of reduced FixGd mechanical/pernanent floor live load = _psf equipment= psf . Shear Wall Type Please specify which type of shear wall is utilized in the lateral design S Segmented openings (requires details) _ Force Transference around engineering details) Perforated (requires engineering _ King County Application No. WIND AND SEISMIC LATERAL DESIGN CHECKLIST 2003 1BC f Engineer /Architect Pr ` Z/d9 Seismic Design Performance Criteria Used: Simplified analysis procedure pursuant to IBC Section 1616.6.1. Alternate design procedure from ASCE 7-02.. Wind Design Performance Criteria Used: B uilding and site meet criteria and simplified method used pursuant to IBC 1609.6. r _ Alternate design procedure from ASCE 7 -02. Step by Step Procedures Checklist for Seismic Load Design by Method 1: Simplified 5 Step Question Background Information Answer Comment 1 Have you used the 3- second gust wind speed of 85 MPH in your design? Basic wind speed for most of King County is 85 mph. per Table R301.2 (1) and IBC Figure 1609. 0 Yes • No ,. - - wind speed used is 2 What is the importance factor, rw, used in your design? Importance factor, fw, pursuant to IBC Section 1609.5 and Table 1604.5. h{, Iw — 3 What is the Exposure category used? Exposure category per IBC Section 1609.4 for all building exposure quadrants. Most of King County utilizes Exposure B with the exception of commercial applications where Exposure Cis assumed Unless justifying documentation is provided by the engineer to use a different exposure category. sure ■ ❑C 0 Other.'State) 4 What is the mean building height of the building? Building height �j(,E�� s� — 5 What is the Exposure Adjustment Coefficient used? . Exposure Adjustment Coefficient (EAC),. from IBC Table 1609.62.1 (4) based on mean roof height / a. E.A.0 6 . Has the building been segmented into the specific zones pursuant to the guidelines of IBC Figure 1609.6.21? - . Based on the main wind force resisting System (MWFRS) and Illustrated in IBC Figure 1609.62.1, sections of the building are now , zoned td receive different wind loading conditions. The MWFRS Is comprised of the structural elements that are necessary for the overall stability of the building to resist lateral forms IBC Section 18092 and ASCE 7, Section 82 provides lannpt definitions of what constitutes the MWFRS. a Y a No 7 From IBC Table 1809.821 (1), What are the wind design wind pressures used for the following • zones: Horizontal u Zone A 7 IBC Table 1809:621 (1) specifies the design wind pressures, ps30, for bath the transverse and • longitudinal directions of the main wind form resisting system for buildings less than 30 feet In height and subject to Exposure B. For buildings over 30 feet In height or M • Exposure C , the values from Table 1609.82.1.(1). will need to be adjusted based on the formula: Ps= AIwPs30 • aY ❑N r Zone 8 Zone C Zone 0 _ . Vertical Pressures Zone E _ Zone F Zone G Zone H , Overhang Zone Eou Overhang Zone Gon_ Has the design wind pressures been modified due to building height exceeding 30 feet or subject to Exposure C conditions? 8 Have the wind pressures for the various building zones been applied? Application of modified design wind pressures to designated building zones as outlined in Steps 6 and 7 above. a Y -- a Step By Step Procedure Checklist for Wind Load Design by Method I: Simplified Governing teral Force Of Each Building Level and Dire on. Please describe below: IVY Sell` _ /tom / Piles !r �c . /5di J 5/Cie 5i 56 MITCHELL ENGINEERING INC. 5 1 - 4 74. 11 /= 527 — Ci.c1 3i,g 7/9' 3 15 4.1 ° LI. 2 *ATE 4 4 - took„ /4..' 44.44 rtp - *44AL L� joa 32'= s‘ai 61d e l t I ► � S � GT F4'.-11 /- 44(w. (6 41t,44 tM !NA L I�tIST• - 1( 5 �s o u e t i c a . e . yJ I' - 34 / t2'_ 2 b 6'14 � L.1,44.12 Levi L.- 4100/32 = 13 / c II * 20 t 45 v = 4 o /13 = fl -5 Ai l (irk = tq' -c.;' ), 11 L. J'. M 9 % 13546.6.)2. 44a., s I L I- J / » �= t 11.5 �� t 1.5 /1605741-15- 5 ` r-i2 a L & coo 04,05 - 5/4 Soa s4o 4 r /75y /o /72t,447 & ,-. -5l /s 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PREPARED BY ' PROJECT E-' 12/03 SHEET NO 4° OF DATE v �� SUBJECT JOB NO. 04- 7240 • MITCHELL ENGINEERING INC. 6,4E-0-264.,111) \A'T, L,- r ,* t c. x40 = 1 54 =0 ►-4 54o7172 ha of 1 'f9,0m12 /2IaI tQ 1 3!/p = &. 5� — 9 tri 4.94,-13?-74.54-57 Sz,.L.S %'/ tAt. 2t11K k2;fai 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 '12 s0 425 14' 7"l PREPARED BY PROJECT b--/ 2/o3 SHEET NO AL 7 0F DATE �� SUBJECT JOB NO. � 7� SHEAR WALL SCHEDULE Shear Wall Designation Nail Size Nail Spacing ALLOWABLE SHEAR Hem -Fir #2 #/Ft Edges Studs Top/Btm. Plate Blocking Req'd. G1 -4 6d 4" 4" 4" No 125 P1 -6 8d 6" 12" 6" Yes 210 P1-4 8d 4" 12" 4" Yes 310 P1 -3 8d 3" 12" 3" Yes 400 P1 -2 8d 2" 12" 2" Yes 525 P2 -3 8d 3" 12 3" Yes 800 OD Shear Wall Notes: 1. G1 - Gypsum wallboard one side of wall. PI - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall. P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For P1 -3 , P1 -2 and P2 -3 shear walls use 3x studs at adjoining panel edges, at adjoining panel edges and mudsills nailing shall be staggered per footnote (I) of I.B.C. table 2306.4.1 3. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 4. Nails shall be 8d common. 5. Where plywood is 2 sides of wall, joints shall fall on separate studs each side. 6. MI panel edges backed with 2 -inch nominal or wider framing unless noted otherwise. Install panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally. Space nails @ 12 inches on center ® intermediate supports. 7. All anchor bolts shall be installed with galvanized plate washers. Refer to plan for size. 8. Refer to foundation plan for anchor bolt size, spacing and mudsill/rim connections. • STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2003 INTERNATIONAL BUILDING CODE AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF----------------- 25 PSF FLOOR------ - - - -- 40 PSF DECKS 60 PSF LATERAL WIND-------------- EXPOSURE B; 85 MPH SEISMIC — ---- -- SITE CLASS "D" FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500 PSF ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN-PLACE CONCRETE: (SPECIAL INSPECTION NOT REQUIRED) F'c = 3000 PSI @ 28 DAYS. MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6 -3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 H hT ON CENTER UNLESS NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM GRADE 40 FOR #5 AND SMALLER BARS AND GRADE 60 FOR #6 AND LARGER BARS. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" MINIMUM). CORNER BARS (2'-0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: #14 AND #18 BARS #11 BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) 3 INCHES 2 INCHES 1 -1/2 INCHES 1 -1/2 INCHES 3/4 INCH 1 -1/2 INCHES EXPANSION AND EPDXY GROUTED ANCHORS: EXPANSION ANCHORS INTO CONRETE SHALL BE WEDGE -ALL ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY INSTALLED IN ACCORDANCE WITH THEIR RECOMMNEDATIONS. EPDXY GROUTED ANCHORS SHALL BE INSTALLED USING "SET" EPDXY AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. ALTERNATE TYPE EXPANSION AND EPDXIED ANCHORS CAN BE SUBSTITUTED WITH APPROVAL OF OUR OFFICE STRUCTURAL TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN CONFORMANCE WITH I.R.C. SECTION R319.1. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR & ROOF JOIST 4X BEAMS 6X BEAMS COLUMNS LUMBER NOT NOTED HEM -FIR #2------ --- -Fb = 850 PSI DOUG-FIR/LARCH #2 - -Fb = 850 PSI DOUG-FIR/LARCH #2 - -Fb = 850 PSI DOUG - FIR/LARCH #2 - - -Fb = 850 PSI DOUG - FIR/LARCH #2 - - - -Fb = 850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL CONFORM WITH I.R.C. TABLE R602.3(1) AND R802.10 OR I.B.C. TABLE 2304.9.1. FASTENERS INSTALLED IN PRESERATIVE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED PER I.R.C. SECTION 13 19.3. / fl FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING- SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS ALL EDGES SHALL BE BLOCKED WITH 2X WOOD MEMBERS. WALL SHEATHING: . - SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED - LAMINATED TIlVIBER: LAMINATED TIMBER SHALL BE DOUGLAS- FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Fb - PSI, Fv= 225PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. AI.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO AI.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X10. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X810DOUGLAS- FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d / / NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER.. LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS. PRE - MANUFACTURED FLOOR JOIST: JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER PRE - MANUFACTURED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS - FIR/LARCH OR HEM -FIR TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER ALL TRUSS PLATES AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SUBMIT TRUSS DRAWING TO THE ENGINEER OF RECORD AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. PRE - FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. /2 MITCHELL ENGINEERING INC. i i4o1 -6I LL/ 6713 t°,_ 5d AT 4 TtA,) 7821 - I68th Ave. N.E. Redmond, WA 98052 (425) 747-1500 ttelj U PROJECT ��/ SHEET NO. � OF _ 04 72 Ida SUBJECT JOB NO MITCHELL ENGINEERING INC. 44 -WALL IL J I =11► %ILEIII III 1 : 4 III= II IFIII � UIt= - UV 4 4g 1 24 I WA-( a • J, 2 Aida T'S• fa-1141744-1 I! b 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PROJECT 14 � t--0.3 / 2/ SHEET NO. /4 OF _ SUBJECT JOB NO. °T 72(-0 • MITCHELL ENGINEERING INC. Slo r\ Y J. I I I'- I l l INiLL rtA 4 3 • t ;UUE- 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 t .e .24 01,47( h. )44 PROJECT f N 2/o3 SHEET NO 15 0F e4 - SUBJECT JOB NO. • MITCHELL ENGINEERING INC. DATE PREPARED BY t tl 17 74.1 Co no' aT /kti. Ft fWaa�► P PW J LccAt Js SUBJECT 4 ,J 2b 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 icy. 21:1;e, PROJECT SHEET NO. /40 OF JOB NO 04_"2 MITCHELL ENGINEERING INC. DATE PREPARED BY 4 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 - 1500 /Ski 2/03 PROJECT SHEET NO ! OF ' Xc SUBJECT JOB NO •MITCHELL ENGINEERING INC. PREPARED BY DATE 90- ►LlL' t c.o4t - I-�AiL G 4'vc sW04- IA C rEpz SAL S4- r- WA L • 7821 - 168th Ave. N.E Redmond, WA 9805 (425) 747 -150 PROJECT / � SHEET NO 4171 OF �' SUBJECT JOB NO. - � 'MITCHELL ENGINEERING INC. • • ic?-6weJ fcb 274 Kicas‘ vv/C4)1Lool ros-Htileita5 INALL le 7821 - 168th Ave. NI Redmond, WA 9805 (425) 747-150 Z 4 , ctilF14 j‘EAF-1 a 2 1 0 3 PROJECT SHEET NO. fi 04- 72 Ca SUBJECT JOB NO. • MITCHELL ENGINEERING INC. Skikotia- w� L rt (`t�A 4 ;J 4s 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 rrivgso1 11-r- rtA) -I l` ,11 al 2/ 03 PREPARED BY / PROJECT SHEET NO OF DATE �{ S/ __ SUBJECT JOB NO ^.726 MITCHELL ENGINEERING INC. DATE PREPARED BY PROJECT eAki 2/03 SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO. 2/ OF JOB NO. -7240 MITCHELL ENGINEERING INC. Osf' t4aaN4 oJ tv►a er4al w/ ALL � 1-.A. + L F l 11�1c Vv/ [Lod i4A;it9L c4, or G1 -1 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PROJEC Z0 SHEET NO L OF SUBJECT JOB NO. o4 — 720 MITCHELL ENGINEERING INC. em PREPARED BY DATE • ,s& 24 to a il ,-JAiL w`34 4'o e elVeacitrici ;kL 7821 - 168th Ave. •.E. Redmond, WA 98052 (425) 747-1500 PEA-1 2/0 7 3 OF_ PROJECT SHEET NO. 1260 SUBJECT JOB NO. v r - MITCHELL ENGINEERING INC. PREPARED BY DATE LAVA L 4. c2= &5a. Teri*/ Gds Ha ►-- "7" Srld �Llr� G1A - El- c, -_ Y -1-A: L G Ca'cc 6 12-AAt. WALL 4.7 r N 7 A s o o 24c s ;; NA LL. 7821 - 168th Ave. N.E. Redmond, WA 98052 ( 747 -1500 �_. TO 115S aeL PROJECT SUBJECT SHEET NO =+ OF SUBJECT JOB NO. v4 ��2� ouse / / / //, FIGURE C.2. Roof Downspout YWELL INFILTRA Catch Basin (Yard Drain) 0 48 Inch Diameter Hole Filled with 1 -3" Washed Drain Rock Hous Roof Downspout ts Small Site Drainage Requirements flow Roof Downspout O verflow Splash Block --Jo- flow Fine Mesh Screen IC DRY WELL PLAN VIEW NTS Ca ch Basin (Yard Drain) 15' min. DRY WELL SECTION NTS C -15 Topsoil tlf(titlt111■16.1dt Min. 4" dia. PVC Pipe C.23 INFILTRATION TRENCHES AND DRYWELLS Sides of Hole Lined with Filter Fabric SYSTEM Mark Center of ole with 1" Cappe' PVC or Other mea - Flush with S ace r1�i � r,ml�l dnh 1 1' min. ►a% o,\ •Uot? D ea% jg G cc 48 Inch Diameter Hole Flied with 1 -3 "Washed' C. Drain Rock 4' min. 1 Min. 1' above Seasonal High Groundwa er Table 9/1/98 ,'ti c 7 of { . / . 2Xwa / a /7, a S in 1/4— air prep e✓ i C J 17`119/-9x' ' c'3 S /2 B4 ( Hen -r _ c'eognow ` h sA' plan _evi'f>i . cJcavm7j1cWi eleaMie, •--o SId / s `-"fiP Sll€ke /n rea Sons �� - - f -here is a sh_ allow .._re8'tr, to Ierev tier etselts _ e ec oe t -4 Pi' el %. S ' der o s dv' ycoe/Is- e d 2 i s t lel. k e tome's / h - Chi 3 Q v ea a l cs ! 2 s p (wh elec/5 0_1'. - /✓re do ad el 5 -Poc drain drrecft cn'b "tht yralno' 3 - - -5 r.i c'e o-C `Tuktisie does nil bc i. J cS crs __,d r a?ne ih 6 t2 3 ' 5i= ' "ts no Where _ c2e r r U ptUW �✓ _._ �" _111 a w e - 'ON e 'eas Z: _W Grted- drains --Eo _ -the e ,-i ca p's-( thcerel 5 aol &6 ya 9 t o`at d e (v s 0 - tom e e 'TkeMct -down weir atellARP lJ - Pmay . dr 5- 12 a _-}p 02 -12 -2008 JONATHAN M. HARKOVICH 1201 MONSTER RD SW, STE 320 RENTON WA 98057 RE: Permit No. D06 -379 4037 S 128 ST TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, Xc: fer Marshall, t Technician Permit File No. D06 -379 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206- 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why c beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 03/09/2008, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 03 -01 -2007 JONATHAN M. HARKOVICH 1201 MONSTER RD SW, STE 320 RENTON WA 98057 RE: Permit Application No. D06 -379 4037 S 128 ST TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 10/06/2006 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 04/04/2007 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 04/04/2007. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event you do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, KC: rshall it Technician Permit File No. D06 -379 City of Tukwila Steven Al. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 December 6, 2006 Jonathan M. Harkovich 1201 Monster Rd SW, Ste 320 Renton WA 98057 Dear Mr. Harkovich, Sincerely, Jennifer Marshall Permit Technician encl File No. D06 -379 P:VemtiteAConection Letten120061D06 -379 Correction Ur #1.DOC jest City of Tukwila If you have any questions, please contact me at (206) 433 -7165. RE: CORRECTION LETTER #1 Development Permit Application Number D06 -379 Hemenway, Lot 1— 4037 S 128 St Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, , Fire, and Planning Departments have no comments. Public Works Department: L. Jill Mosqueda, at 206 431 -2449, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messeneer service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 Permit #: D06 -379 Project Name: Hemenway Lot 1 4037 S 128 St CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards • Review #: 2 Date: 11.27.06 Reviewer: L. Jill Mosqueda, P.E. Please contact me at 206.431.2449, if you have any questions regarding the following comrhents. The following items from the incomplete letter were not addressed: 1. Public Works will approve all utility work under this permit, including the sewer, power, gas, and cable connections in the right -of -way. Show all expected work. The plans shall show actual locations of utilities, rather than assumed locations. 2. The plans must be prepared, signed, stamped and dated by an engineer licensed to practice in Washington. 3. Provide an engineer's estimate for the construction of utilities and driveway onsite. 4. Provide a set of civil site plans meeting Public Works' standard. See the Development Guidelines and Design and Construction Standards in Appendix C. 5. The plans shall show expected cut limits in the right -of -way. 6. The plans you provide shall include an approval from ValVue and WD125 for the water and sewer plans. 7. The power shall be underground from the pole. 8. Show how runoff from the roof downspouts will be handled. IN ADDITION: 9. Please refer to the marks on your site plan which is enclosed. • • 10. Each house needs a separate meter. Both site plans show the same meter for each house. Also, there are three symbols at the right -of -way that I do not understand. The symbols are not on the key and the site plan indicates the symbols are the water meter and the sewer. connections. However, the sewer connections are shown elsewhere. Please correct this before you get approval from WD125 and ValVue. 11. Please provide more details for the roof downspouts. For instance, what happens to the storm drain as it runs through the water meter or sewer connections or whatever those are? What do you intend to happen at the outfall? Is there really something there to allow the pipe to end there? What are the elevations so that I can determine if the water will run downhill Please get an engineer to help with this. ° 12. Please explain why you provided a joint side sewer easement, but show separate sewer line connections. Provide approval from ValVue sewer for the sewer main location and connection you show on the plans. (206) 824-2802 November 27, 2006 City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 LAW OFFICES OF JOHN H. O'ROURKE 618 SOUTH 223" SUITE 6 P.O. BOX 98741 DES MOINES, WASHINGTON 98198 Attn: Planning Dept. RE: Permit No. D06 -379 (4037 So. 128 St.) Hemenway, Harold John H. O'Rourke Daniel M. O'Rourke RECEIVED DEC 01 006 COMMUNTry DE PARNENT Dear Planning Dept.: I represent Jackie Dempere, who resides at 4033 So. 128 Street, (Permit No. D06 -317). Ms. Dempere currently has a pending permit to move her existing dwelling 30 feet to the north. Her neighbor, Harold Hemenway, has a pending permit for the construction of two single family dwellings following a short plat on a lot adjoining Dempere's property on the east side. - This letter is to notify the City of an ongoing boundary dispute between Dempere and Mr Hemenway. Ms. Dempere asserts that the common boundary between the two parcels on the north side is a stone pillar which marks the east end of a rock wall that runs along the front of her property. Running south, the boundary was a row of large maples whose ownership was disputed by Hemenway. In 1990, the Shefllers, owners of 4033. So. 128 St. before my client, told her of this dispute and that the trees had been poisoned and presented a hazard. She paid an additional $5,000 for a survey of the property (# 90053) and removal of the dead trees to have peace; unfortunately the stumps were left in, which make laying a durable driveway infeasible and she still may have to go to court to protect her rights. In 1995 Hemenway moved his fence several feet to the south to line it with the Bitzig's, his neighbor to the east. When his south neighbor complained, Jeff Hemenway who was on friendly terms with my client, asked for her 1990 survey done by Schroeter Surveying. Schroeter Surveying was also hired by Hemenway to do his survey (# 95067). This survey does not mention finding any of my client's 1990 survey markers and my client suspects that they had been removed. Hemenway moved his south fence to its previous location knowing it was about four feet into his neighbors to the south. In June 17, 1997 my client saw Hemenway building a fence on top of the old stumps using her property since theirs was full of blackberries and in the process they cut down a birch tree she had planted and two large lilac trees. She wrote them a letter denying them access to her property, opposing the fence location and reported the damage to Tukwila police # 97 -5168. Last month your department told my client that she would ultimately have to lay a concrete or asphalt driveway, and when she told you of her property dispute and the stumps, she was told that she will have to solve this issue since she could not get her permit final until the driveway was completed. Now you have stated that you will not issue a permit to my client or Hemenway until the property issue is resolved. In regards to Hemenway who is building a house where _ setbacks are an issue and he may sell, it makes legal sense, but my client has over 10 feet of driveway width so there is no legal reason for delaying her permit. She needs to stop the flooding on her basement with a new foundation (install windows and siding) to avoid worse damage in case of an earthquake. Measuring from the 2x4 wood fence on top of her west rockery and butting against the Hemenway fence, she only has 48 feet 11 inches where the survey shows she has 50 feet, so she is not the one depriving others of property. The encroachment by Hemenway is problematic because his marker (and fence) is 17 inches west of the NE stone pillar to the east which marks the driveway entrance and which Dempere considers her boundary. This pillar is part of a stone wall that is an asset to her property and that she wants to remain hers. The other issue concerns the large stumps which must be removed if her driveway is to last. As a result, she opposes issuance of a building permit to Hemenway for the reasons outlined above. If you should have any questions, do not hesitate to call. Cc: Jackie Dempere December 4, 2006 John H. O'Rourke Attorney at Law PO Box 98741 Des Moines, WA 98198 City of Tukwila RE: Your Letter, dated November 27, 2006 Hemenway Building Permits D06 -379 Dear Mr. O'Rourke: Department of Community Development Steve Lancaster, Director The Planning Division of the Department of Community Development has reviewed your letter dated November 27, 2006. The letter is regarding an alleged property line dispute between your client, Jackie Dempere and Harold Hemenway. The property line in dispute is the west property line. In your letter you note that Ms. Dempere objects to the issuance of a building permit for the Hemenway property. In 2006, the City of Tukwila approved a short plat for the Hemenway property (L04- 078). The short plat map was prepared by Schroeter Land Surveying. The short plat notes that the length of the west property line is 168.37 feet. This is same length that is shown on the surveys prepared by Schroeter Land Surveying in January of 1995 ( #95067) and May of 1990 ( #90053). Given that S. 128 St. curves at this location, any discrepancies in the surveys would be indicated by the west property line having a different length. Since all three surveys show the same length each survey must be showing the property line in the same location. Planning staff visited the property and located the property marker along the northwest corner of the property. The marker included a cap from Schroeter Surveying. The City of Tukwila has no evidence that the property marker has been moved. The proposed house on the Hemenway property meets the setback requirements for the Low Density Residential (LDR) zone. If Ms. Dempre asserts that the property line is the stone pillar found in the NW corner of the Hemenway property such a claim can only be resolved through an adverse possession action with King County Superior Court. The City was unable to find a legal action pending with the court, if an action is pending please provide the City with the case number. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206-431-3665 In conclusion the City will be issuing the permits for the Hemenway to construct two homes on the property adjacent to Ms. Dempre. The City has been provided no factual information that the surveys prepared by a licensed Washington Surveyor are inaccurate. If you have any questions please call (206) 431 -3684 or send an email to bmiles ' ci.tukw la.wa.us. Br don J. Miles Assistant Planner cc. Steve Lancaster, Director Files October 12, 2006 Jonathan M. Harkovich 1201 Monster Rd SW, Ste 320 Renton WA 98057 RE: Letter of Incomplete Application # 1 Development Permit Application D06 -379 Hemenway, Lot 1 — 40xx S 128 St Dear Mr. Harkovich: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 6, 2006 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Planning Department: Brandon Miles, at 206 431 -3684, if you have any questions concerning the attached comments. Public Works Department: L. Jill Mosqueda, at 206 431 -2449, 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) 433 - 7165. Sincerely Enclosures File: D06 -379 AMA rshall cian City of Tukwila Department of Community Development Steve Lancaster, Director P:Vcnnifer\lncomplete Letters \2006\Building\D06 -379 Incomplete Ltr #I.DOC jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: October 10, 2006 Jonathan M. Harkovich D06 -379 40XX South 128 Street. LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. There is an overhang on the right elevation which extends into the side setback area. The only permitted intrusion within setback area is 18 inches of roof overhang. A 2 story floor is not permitted to extend into the setback area. Permit #: D06 -379 Project Name: Date: Reviewer: CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards Hemenway Lot 1 40xx S 128'" St 10.09.06 L. Jill Mosqueda, P.E. This application is incomplete. Please contact me at 206.431.2449, if you have any questions regarding the following comments. 1. Public Works will approve all utility work under this permit, including the sewer, power, gas, cable connections in the right -of -way. 2. Provide an engineer's estimate for the right -of -way work. 3. Provide an engineer's estimate for the construction of utilties and driveway onsite. 4. Provide a completed King County Sewer Use Certificate. 5. Provide a set of civil site plans meeting Public Works' standard. See the Development Guidelines and Design and Construction Standards in Appendix C. 6. The plans must be prepared, signed, stamped and dated by an engineer licensed to practice in Washington. 7. The plans shall show all the proposed work in the right -of -way and onsite. 8. The plans shall show existing water, sewer, and other improvements. 9. The plans show expected cut limits in the right -of -way. 10. The plans you provide shall include an approval from ValVue and WD125 for the water and sewer plans. 11. The power shall be underground from the pole. 12. Show how runoff from the roof downspouts will be handled. 13. Show the access as paved from the existing pavement to 20' onto the property (or to the garage if the garage is less than 20' from the property line). QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1" 10,000, PLUS $24.50 breach additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $1325 breach additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adfust estimated fees PROJECT PERMIT # if you do not provide Contractor bids or an engineers estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: General • Erosion prevention Water _ Sewer Storm water Ftoad/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PI.AN REVIEW FEE (B +C +D) the excavation and fill volumes. Approved 092522 Revised 03.18.03 Revised 05.13.03 Revised 06.07.00 1 $250 (1) $ 2 25 ` (4) GRADING Plan Review and Permit Fees $ 2 F. `--` (5) Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading apple ation fee. Use the greater of TOTALFLAN REVIEW AND APPRO AL FEE DUE WITH PERMIT APPLICATION (1- 4+5) $ yyif 50 The Plan Review and Approval fees cover TWO reviews: 1) tie first review associated with the submission of the applicationlplan and 2) a follow -up review associated with a correction letter. Each additional review, which.isatributableto the Applicant's action or inaction shall be charged 25% e(NrCEIVED Total Plan Review Fee. I Y OF OCT 06 2006 PERMITCEMER t2OL' Construction Cost Estimate In ROW At 40XX South 126 (Lot 1) Tukwila, WA. Total cost estimated in ROW is $4,000 to install power, telephone, cable, gas, water, and sewer lines. Installation to include saw cutting existing street pavement approx. 2 feet x 10 feet and 6 feet in depth, backfill and to repave. All above work will be in accordance to City of Tukwila specifications. P zer Homes, nc. mes Pitze 3/6 Dated: r. President PERMANENT FILE COPY RECEIVED CITY orn WILD NOV 0 6 2006 PERMIT CENTER INCOMPLETE LTR# 1 PLEASE RECORD AND RETURN TO: HaertIA I-kennev. 4obra S. r1944, 5 Seattle, WA 98168 tillil 1010111 20060328000700 ,,, MZ ax.b ante c�twn, i ONE PARTY DECLARATION OP EASEMENT FOR SIDE SEWER WHEREAS, THIS AGREEMENT, made this _27 _ day of March . 2006, between OWNERS NAME Haroki Hemenwav Owner of the following described real property situated in Rang County, Washington, to 40rot S 128" St, Lot 1 SP #L04078 And 4Dia S 128" St Lot 2 SP &04878 is desirous of establishing a aide sewer easement for the benefit of each of said properties. WITNESSEIH: That for and in consideration of the mutual covenants herein expressed, it is hereby agreed by the above party as follows: 1st -Aside sewer shall be constructed as follows: Brief Leaal: Wirth1 0 #L04 - 078 7 O -07GS 2nd - There shall be, and each party does grant unto the other, an easement for sewer for the use of said properties and for the purpose of constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline and lines and all necessary connections and appurtenances thereto, together with the right of ingress and egress therefrom for the purpose of enjoying the easement, and also granting to each party and to those acting under or for each party the use of such additional area immediately adjacent to the above easement as shall be required for the construction of the sewer pipeline or lines in the easement, such additional area to be held to a minimum necessary for the purpose, and immediately after the completion of the construction and installation, or any subsequent entry upon the easement, the responsibleparty(s) shall restore the premises as near as may be to Its condition immediately before such construction or entry. 3rd - The cost of construction of said sewer shall be borne by the owners of the said properties as follows: As mutually agreed 4th - The cost of maintenance, repair or reconstruction of that portion of the sewer used in common shall be borne in equal shares, except that the owners of any Lower parcel shall not be responsible for the part of the sewer above their connection; and when necessary to repair, dean or reconstruct the newer, the parties to this agreement shall have a right of entry for that purpose. 5th - This agreement shall be a covenant running with the land and shall be binding upon all parties, their heirs and assigns forever. IN WITNESS WHEREOF we hereunto set our hands and seals the day and year first above written. RECEIVED NOV 0 7 2006 - t; UKWILA PUBLIC WORKS EXC19ETAXNOTR QulRID Oo.rtaootb C�nfi INCOMPLETE NOV 06 ?nc PERMITCENTER �� PLEASE RECORD AND RETURN TO: H nw1A tie..vt¢a- .vaa.E 403 la 5 et"S Seattle, WA 98168 Page 2 STATE OF WASHINGTON ) ) SS COUNTY OP ICING This is to certify that on this 9W day of „t4.4.41_, 20010, before me, the undersigned, a Notary Public in ) and Air the State of Washington, duly commissioned and sworn, personally came r Ll a tski 4(ib fa /ate( to me known to be the parties who executed the thin instrument, and acknowledged tome that (S&LS she ) signed and sealed the same as their purposes therein mentioned. WITNESS my hand and serd �e day and year in 's certificate r t above written. �� NOT y��;NOtary Public in and for the Statypf 4 v 2 Washington, residing at >° . %Ar cl\Oti artr �eri a vie t - -, free and voluntary act and deed for the uses and STATE OF WASHINGTON ) ) SS COUNTY OF KING This is to certify that on this ^ day of 20 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally came tome known to be the parties who executed the within instrument, and acknowledged to me that ( they. he, she 1 signed and sealed the same as ( their his, her 1 free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and seal the day and year in this certificate first above written. Notary Public in and for the State of Washington, residing at Residential Sewer Use mortification Sewage Treatment Capa ity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 411) y Saari lZrAtir. LDr/ Property Street Address ra/c Wit 4 ant 9e /6g City State ZIP Haotd YEN aL e", Owner's Name ! S. /nits": Owner's Address City TuK�✓/ 6vA 99/St (200 ZYN -Zu2 Owner's Phone Number (with Area Code) Y6s33 WY S i r Street Address State ZIP (253)3/5-Vie Q ffi w l o,aa Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): P /na *00-5 frve Name ettsw nali / wm fent City State ZIP Residential Customer Please check appropriate box: Single- family (free standing, detached only) Multi - Family (any shared walls): ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1 0 — Signature of Owner /Representative Print Name of Owner /Representativ 1057 (Rev. 10/041 - White - King County Equivalent (RCE) 1.0 1.6 2.4 3.2 If Multi- family, will units be sold individually? ❑Yes ❑ No King County Department of Natural Resources and Parks Wastewater Treatment Division For King County Use Only Account # No. of RCEs Monthly Rate 6 Month Rate Sewer District Date of Sewer Connection Side Sewer Permit Number 73 Ya6 007x1 Required: Property Tax Parcel Number Subdivision Name Subdivision Number Lot Number Block Number Building Name Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes 2110 Was building on Sanitary Sewer? 0 Yes .2'IVo Sewer disconnect date' Type of building demolishedgFCENQ) Request to apply demolitgEIXPETd i l e buildings? ❑ Yes PfNo NOV 06 201 iii PERMITCENTER Yellow - Local Sewer Agency Pink - Sewer Customer Pursuant to King County Code 26.84, all sewer customers who establish a new service which uses metropolitan sewage fa lines shall be suje to a capacity charge. The amount of the charge Is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-684-1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for set ination of a revised capacity charge. of/ y j. � ( fl Date /rn „ iffn INCOMPLETE LTR #- ' If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No I • • CITY OF TUNIVIL4 Community Development Departmeni Pernik Center 6300 Scut hcenter Blvd., Suite 100 Tukwila, WA 98188 11- i i5P'' 1 11 ; 1 ■ it" • , uKyvilsri W e lf 1St Site address (attach hap iid.100111teseript1011ShoWln hydrant location and Us Of main): it 7 a 0 0 77 7 • gine: fikets C on sul4ini; tic Addrasan th N 51,t, Phonee.a 5 fi tg B gel .5-9 This certificate Ilifor the purisoses of. Residential OUIlding Permit Commerclalandustdal Building Permit istinutted number td service connections and water Inkier &Cs): Vshicillar distance from nearest hydrant tci the Point jibint of structure Is R. Ares Is Strived by (Water Utility District): —I' s.- Owner VA gent I r (1/se imuiritd shoo( If more morn la soodod) Kelt-144,W 9107 8 PrelfthinarY Plat Fiesdne 4. Slued upon the Improvements Sated above, watt tan be el la pel residtha for a duration of 2 hours it velocity of S. W ter ability: Acceptable service pan be provided lit project Acceptable service cannot be provided Id this project unless the System Is not tenable of providing service this project. thereby Certify that the above Information IS ha arid Correct. it-fag CO. it/visa-PEA- b/Stiaa Cite — 9 Agentyntone CERTIFICATE Of WATER AVAILABILITY Required only If Outside City of Tukwila water district This certificate is tot valid without Water District No "Attachment to Certificate of Water Availability.' Name' 1. e Hoke fif Address: 12 co on ste Rd. SW Phoncia 60- o Short Subdivision Other Permit Center/Suilitieg Division: 206431.3070 s q Public Works Department: 206-433-0179 , Planning Division: 206-431-3670 — PERMIT NO.: I 0 C ila 45;: Oats • . pi ' 1 frin, 4 r 'ICY+ ' r >it - :■'?: "t The proposseprojett Is within - MCA. Liu'' et (City/County) 1. . 1. 111-frro Imprtivements required. a. The improvements required to Upgrade the wider item to bring it Into compliance with the utilities' comprehensive plan or Mild the minimum floal requirements Of the prtilict before connection and to meet the State cross ccinnection control • .1 requirements , , • ' •••'' ,Jk • • d.win be available at the die d flow of fps is documented by the attached calculations. 125's attacbme.nt entitled Renfrew, tvA • • /7 gbh Improvements in item 13.2;t RECEIVED 1)1;.;14C1 08 2006' NOV 0 7 2006 PERMITCAvym TUKWILA PUBLIC WORKS, . By e,4) stiv bete . espr-eS /San Part A: (To (Be Completes by Applicant Pu o e of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other Short Subdivision , ❑ Rezone Pro Ti ed ed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name:1)1 v is ( Okoli rm. .11 Phone: Zoo, 7/8 Q9 7f e i Properly Address or Approxi to Location: I Tax t Nu ber: ,A Legal Description(Attach Map and Legal Description if necessary): Part B '(Tci Completed by Sewer Agency 1. ® a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewe 0 feet from the site and the sewer system has the capacity to serve the proposed use OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment 3. 41 a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ Ito a. District Connection Charges due prior to connection: GFC: $ 8SV SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) IGng County /METRO Capacity Charge: Currently, $4250.70 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Met( without notice.) - RECEIVED � b. Easements: ❑ Required ❑ May be Required c. Other NOV n 7 20(18 in 08 2(06 TUKWILA PERMffCENTER PUBLIC WORKS By 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242-3236 Fax: (206) 242 -1527 CE RTIFICATE OF SEWER A AVAIL A BILIT } . � � ... Certificate of Sewer Availability OR ❑ Certificate of Sewer Non- Availabi I hereby certify that the above sewer-agency information is true. This certification shall be valid for one fro he date of signature. Title 7/2 -S1-1 ACTIVITY NUMBER: D06 -379 DATE: 01 -22 -07 PROJECT NAME: HEMENWAY, LOT 1 SITE ADDRESS: 4037 S 128 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division f l Public Wo ks A4& Z. Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 07 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Approved with Conditions DATE: DATE: Planning Division Permit Coordinator DUE DATE: 01-23-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DUE DATE: 02 -20-07 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -379 DATE: 11 -06 -06 PROJECT NAME: HEMENWAY, LOT 1 SITE ADDRESS: 4037 S 128 ST Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPART�M��E Buying D ivision `, Public Works , 00vitt li-11 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATIQN OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-07-06 Complete Comments: Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUJING: Please Route u Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip.doc 2 -28-02 QERMIT COORD COPY CI REVIEWER'S INITIALS: DATE: ❑ Pla nl Di'visi on /r' ❑ Permit Coordinator ❑ DATE: Not Applicable U No further Review Required CI DUE DATE: 12 -05 -06 Approved with Conditions ❑ Not Approved (attach comments) 112 Permit Center Use Only CORRECTION LETTER MAILED: i L Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW' Staff Initials: ACTIVITY NUMBER: D06 -379 DATE: 10 -06 -06 PROJECT NAME: HEMENWAY, LOT 1 SITE ADDRESS: 403'J $ 128 ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTME(VTS: Bw in Di lswn Public Works CUAA Structural Complete ❑ Comments: Approved ❑ Notation: PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 -fe G DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: ; PERMIT COORD COPY Fire Prevention Incomplete Planning Division Permit Coordinator DUE DATE: 10-10-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: (thi Departments determined incomplete: Bldg ❑ Fire ❑ PIng'j PWF1 Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DATE: DUE DATE: 11-07 -06 Approved with Conditions ❑ Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila REVISION SUBMITTAL I Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: b/12.07 Plan ChecWPermit Number: D06 -379 ❑ Response to Incomplete Letter # Z Response to Correction Letter # 1 RECEIVED ❑ Revision # after Permit is Issued JAN 2 21001 ❑ Revision requested by a City Building Inspector or Plans Examiner pERMR cs{rER Project Name: Hemenway, Lot 1 Project Address: 4037 S 128 St Contact Person: RWgfi %v /11• S_ Phone Number: 2 53 — i /S— 7/7e) Summary of Revision: 04 t5 70 S/ Pte) / L 071t ,tV854cetp/ft 4c-4f/foist, G/lZ tZ D /$zta-r4 /7-5 `r /G/ly /1e/f " 5 mS OF 491a'*/_.27 "ifs 77,5 Ma/ Sheet Number(s): 9 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: E ntered in Permits Plus on 1,4 a Iv- �t \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206431 -3665 Web site: httn: / /www.cttukwtla.wa.us Steven M, Mullet, Mayor Steve Lancaster, Director • • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: //6�6 Plan Check/Permit Number: D06 -379 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Hemenway, Lot 1 Project Address: 4Oxx S 128 St Contact Person: Tvtralh/ 47 Arse Phone Number: CZS�) 3'5 3 /Z/ Summary of Revision: ..r .9eitit /aeES3 fr'+9' /irrf7 at, $$E C iiiit/T Lty,z25 r .rG .e /U`.G) . t44v/2 fI /e 65 C/'G �t*40 /lj T "Gat cAelr etc /f'.t ,o wE bit/ 71 ,EG VA5 y4 S/4 >d L " dci' t_- Ar 'E Ce%9Y Aar A G S / & n t a ' , Q t i t » t ' $ / e l ; 7 A / S . A s AIX nzt s g a z a a ) , , 4 - C p a s s c r 7 1 9 l E 7 A a e G � , 4 C / � f % 3 j / / l G C E / t / T S - ) E , 7Z ) 5S/ /675 Sheet Number(s): 65 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 44 Entered in Permits Plus on all, f01.0 pplications orms- applications on line evision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF ntl(Wlu NOV 0 6 2Dn6 Pau rcalrER License Information License PITZEHI978Q4 Licensee Name PITZER HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602313880 Ind. Ins. Account Id Business Type CORPORATION Address 1 46533 284TH AVE SE Address 2 City ENUMCLAW County KING State WA Zip 98022 Phone 2536329159 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 11/24/2003 Expiration Date 11/24/2007 Suspend Date Separation Date Parent Company Previous License PITZECC993R6 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date PITZER, JAMES M PRESIDENT 11/24/2003 Look Up a Contractor, Electric; to or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond #2 Bond Company Name DEVELOPERS SURETY & INDEM CO Bond Account Number 544074C Effective Date 11/05/2004 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount S12,000.00 Received Date 10/20/2004 CUMBERLAND https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= PITZEHI978Q4 03/09/2007 x x x x x x x x x x x x