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Permit D07-029 - CARNAHAN RESIDENCE - NEW HOUSE
CARNAHAN RESIDENCE 4055 S 148 ST D07 -029 Parcel No.: 0041000181 Address: 4055 S 148 ST TUKW Suite No: Tenant: Name: CARNAHAN RESIDENCE Address: 4055 S 148 ST , TUKWILA WA Owner: Name: HUTNH KHAN THI Address: 4051 S 148 ST , TUKWILA WA 98168 Phone: Contact Person: Name: HAN CARNAHAN Address: 11015 12 AV SW , BURIEN WA 98146 Phone: 425 445 -0611 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: httn: / /www.ci.tukwila.wa.us Contractor: Name: EVERLAST CONST & ASPHALT LLC Address: 11016 12TH AVE SW , SEATTLE WA 98146 Phone: (206)909 -8279 Contractor License No: EVERLCA966QH doc: IBC -10/06 City of Tukwila DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -029 Issue Date: 03/28/2007 Permit Expires On: 09/24/2007 Expiration Date: 11/08/2008 DESCRIPTION OF WORK: CONSTRUCTION OF A 2830 SF SFR WITH 844 SF ATTACHED GARAGE AND 72 SF OF DECKING. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERTING, STORM DRAINAGE, AND UNDERGROUNDING OF POWER. WATER DIST. 125 & VAL -VUE SEWER DIST. Steven M Mullet, Mayor Steve Lancaster, Director Value of Construction: $261,108.40 Fees Collected: $7,696.03 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 D07 -029 Printed: 03 -28 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: Moving Oversize Load: N Water Main Extension: N Private: Water Meter: N Permit Center Authorized Signatur I hereby certify that I have read an governing this work will be complie 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 Number: 0 Start Time: Volumes: Cut 30 c.y. Start Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Profit: N Permit Number: D07 -029 Issue Date: 03/28/2007 Permit Expires On: 09/24/2007 Size (Inches): 0 End Time: Fill 30 c.y. End Time: Public: Non - Profit: N Public: Date: V*O `- Steven M Mullet, Mayor Steve Lancaster, Director this permit and know the same to be true and correct. All provisions of law and ordinances tit, w , ether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of j ork. I am auth d to sign and obtain this development permit.. Date: 3 - Z r- 2 Signature: Print Name: 6, // I This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D07 -029 Printed: 03 -28 -2007 Parcel No.: 0041000181 Address: Suite No: Tenant: doc: Cond - 10/06 4055 S 148 ST TUKW 1r/ 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 CARNAHAN RESIDENCE 1: ** *BUILDING DEPARTMENT COND1TiONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -029 ISSUED 01/31/2007 03/28/2007 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 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. 4: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 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 Air 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. D07 -029 Printed: 03 -28 -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 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. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 22: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 23: 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) 24: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 25: The minimum fire flow and flow duration requirements for one - and two-family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (IFC Appendix B105.1) 26: Maximum grade for all projects is 15 %. 27: Adequate ground ladder access to rescue windows shall be provided. 28: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 29: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 514. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 32: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 33: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and doc: Cond -10/06 D07 - 029 Printed: 03 -28 -2007 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us * *continued on next page ** completion of work at least 24 hours in advance. 34: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 35: Any material spilled onto any street shall be cleaned up immediately. 36: 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. 37: The Land Altering Permit Fee is based upon an estimated 30 cubic yards of cut and 30 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 38: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 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. 39: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. D07 -029 Printed: 03 -28 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: / 1 7 1 /9N C', g rt // / �4r1 Date: 3 ` • - 6 doc: Cond -10/06 D07 -029 Printed: 03 -28 -2007 Name: Mw /9 2 /`/.x% fl' Mailing Address: / to/ / 2 A 1.l E -Mail Address: CITY OF TUKWILA Community Developmel�, Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatulcwila.wa.us Company Name: 47/2... LAT Mailing Address: /10/ 6 1 2i � Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD -Al! pians must be wet stamped by Architect of Record ' Company Name: / h e `' f ( r Mailing Address: / 3 r6") /7 "we �( Contact Person: `j/f/¢itk E -Mail Address: E -Mail Address: 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** 40g-- S q � King. Assessor's Tax No.: (L LE 1 00 - OIOI Site Address: 1 — ` ' l / L / .4e i r (i4 2 ) Suite Number: Floor: Tenant Name: (// i if kit, �4 New Tenant: 0 .... Yes 0 ..No Property Owners Name: J Q Mailing Address: / /O /> / 2. 41/4t47 5 City State Zip o do we contact when your permit is ready to be issue Day Telephone: 1'2 J ' -(22'6 / S. L� B41 /2 £ 44fh ze/ se 6' Cit State Zip Fax Number: GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechancal 4) for Plumbing " and Gas Piping (pg 5 ac: (,42_ moo City State Zip Day Telephone:_ 4b2S: 4igr-c J / j Fax Number: Expiration Date: t ry St ate Zip Day Telephone: Fax Number: ENGINEER OF RECORD -All plans must be wet stamped, by Engineer of. Record Company Name: /'l/t 4 t< . P t e — - /tie Ai 74 7 Mailing Address: - 7 R' Z. ( /4g 4-1/(' /c / City State Zip n Contact Person: hil G k Q �/yt e / c .p (42 Day Telephone: 4t2 S 417 / S 0(9 Fax Number: Q: \Applications�Fonns- Applications On Linen -2006 - Permit Appl cation.doc `s ' Q� �/ revised: 9 -2006 o +6 T- -r 11-1 j p 4l O" / e bh Vt t +cLe (j 61l7( keQt ly +.5�LL- ���JJJ0 Page 1 of 6 Valuation of Project (contractor's bid p $ Soope of Work (please provide detailed information): 51 LP '� i44 I Existingding Valuation: $ CC M Gc� Will there be new rack storage? ❑.... Yes .. No If yes, a separate permit and plan submittal will be required. 2-000 3 6 Gt PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Q: Applications\Fonns- Applications On Line n -2006 - Permit Application.doc Revised: 9 -2006 bh Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ( None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safe ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PUBLIC WORKS PERMIT,IN"ORMATION - 206 -433 -0179 Scope of Work (please provide detailed information): Water District ❑ .. kwila .. Water District #125 'QW ""t . ater Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 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. Sub ttted with Application (mark boxes which apply): ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ Raght -of -way Use - No Disturbance ... Construction /Excavation/Fill - Right -of -way / Non Right -of -way Total Cut O cubic yards ...Total Fill y� cubic yards ❑ ... Se�taiy Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water 3D lVlYL 1!T. It i ermanent Ater Meter t ❑ ... .. ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension ❑ ...Water Main Extension Please refer to Public Works Bulletin #1 for fees and estimate sheet. Public Public alVue ❑ .. Renton ... Sewer Availability Provided » ,, Q:\Appliations\PonnrApplications On Line\3 -2006 - Permit Application.doc Revised: 9.2006 bh Call before you Dig: 1- 800 -424 -5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line » WO # WO # WO # Private Private ❑ .. Highline ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Renton ❑ ...Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ ..Work in Flood Zone %Storm Drainage ❑ .. Grease Interceptor ❑ .. Channelization Trench Excavation Utility Undergrounding ❑...Deduct Water Meter Size ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Page 3 of 6 U n i t Type. ; = Q t y ; U n i t - T y p e Qty::; -Unit Type .r , , ,:Qty , 'Boiler /Compressors: ' :,Qty . Furnace<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 /1,000,0 H'?LT"+ k v . Suspended/Wall/Floor Mounted Heater Ventilation System J 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 : e?.S.1 , fl 1 tf'. -} ' Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL CONTRACTOR I1f1TION Company Name: Mailing Address: City Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: Contact Person: E -Mail Address: Valuation of Mechanical work (contractor's bid price): $ 7.5 0 0 Scope of Work (please provide detailed information): / / (_L S Use: Residential: New .... Replacement .... 0 Commercial: New .... ❑ Replacement .... Indicate type of mechanical work being installed and the quantity below: Q:\Applications\Forms- Applications On Line\3 -2006 -Permit Application.doc Revised: 9 -2006 bh Foe State Zip al Ear Fuel Type: Electric ❑ Gas ....0 Other: Page 4 of 6 1 - Fixture Type, . : ,. Qty' 'Fixture Type;; "' Qty : Fixture Type Qty . 'Fixture TYpe: Qt3' Bathtub or combination bath/shower ) Drinking fountain or water cooler (per head) v Wash fountain Gas piping outlets 5 Bidet I Food-waste grinder, 15 /t9 . I Receptor, indirect Clothes washer, domestic 1 Floor drain 0 Sinks Dental unit, cuspidor Shower, single head trap '3 Urinals o Dishwasher, domestic, with independent drain 1 Lavatory 5 - Water Closet , ! ` �' Building sewer or trailer park sewer Rain water system — per drain (inside building) 0 Water heater and/or vent I Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, , including it 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: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: • Valuation of Plumbing work (contractor's bid price): $ 9 �0 Valuation of Gas Piping work (contractor's bid price): $ 20 0 c0 Scope of Work (please provide detailed information): )914 w,. b 1 ti-(c' pc K. rle HSU,d Z 13� T 65 / / /26) K � � C P, Fc-f 1 M t4--e 1-1/417" 1ff N k OtJp e t /02 £ccR& u2 c f p — Building Use (per Int(YBuilding Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:MApplications\Fonna- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh State Zip Page 5 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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). 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. fUILDING 0 Signature: Print Name: 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). Date Application Accepted: R OR AUTH ED AG 1/ 2 /4/W ei 2P Date: / 3 C.9 s- Day Telephone: fZ,S — *If J ' ©!p (/ Mailing Address: / 1 )/ 7 (Z ��P $A eu !Zt B IRJ c j7/ 6 tty State p Date Application Expires: ol-113001- Otil k- Q:Applications\Forms.Applications On Line.3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 6 of 6 Doc: RECSETS -06 RECEIPT NO: R07 -00455 Initials: JEM User ID: 1165 Payee: HAN CARNAHAN SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description 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 D07 -029 5,833.34 M07 -016 203.22 PG07 -033 419.50 TOTAL: 6,456.06 BUILDING - RES GAS - RES MECHANICAL - RES PLAN CHECK - RES PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES SET RECEIPT Payment Date: 03/28/2007 Total Payment: 6,456.06 SET ID: 0322 SET NAME: CARNAHAN RESIDENCE TRANSACTION LIST: Type Method Description Amount Payment Cash 6,456.06 TOTAL: 6,456.06 Account Code Current Pmts 000/322.100 4,706.40 000/322.100 88.00 000/322.100 203.22 000/345.830 2.50 000/322.100 329.00 000/342.400 23.50 000/342.400 75.00 000/386.904 4.50 104.367.120 1,023.94 TOTAL: 6,456.06 647O )3,2_} 9716 TOTAL 6456,06 Doc: RECSETS-06 RECEIPT NO: R07 -00144 Initials: JEM User ID: 1165 Payee: RAN CARNAHAN SET ID: S000000674 SET NAME: Tmp set/Initiafi -ed Activities SET TRANSACTIONS: Set Member Amount 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 11 ' l." 1,862.69 M07 -016 43.31 PG07 -033 94.00 TOTAL: 2,000.00 City of Tukwila SET RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Cash 2,000.00 TOTAL: 2,000.00 ACCOUNT ITEM LIST: Description BUILDING - RES PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW Account Code Current Pmts 000/322.100 6.12 000/345.830 1,668.88 000/322.100 250.00 000/345.830 75.00 TOTAL: 2,000.00 Payment Date: 01/31/2007 Total Payment: 2,000.00 COMMENTS: C) ` A, e ) a f J. Type of Inspection: i ikivt' o . Ihn A j s-P _A ',LAP . (v'd Opt AJGf.6'I c— ) 7 --r-b, 3 /- 2 Ik e T et le_AJ ` T - +D .-- it o W ► A, f Tr w i r -e7 JJ "I Gl k 6 e ; As tf IA) TTCL Aveel) r . f Nee J ; -v see 11- " -- Date Wanted: ✓ t �� U !a.m" p.m. t , 1---/ , r�r,, Aft : rel r k ft (f /- r� ,<. • / w e &LS e 3 4 LA S, f " kip, Project: (/�-r1JA /Mj J/ Type of Inspection: i ikivt' o . Ihn A Address : IS 405-5 S. /4( S Date Called: Special Instructions: Date Wanted: ✓ t �� U !a.m" p.m. Requester: Phone No: ? , n 16 — 22'1 - id3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION re- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 1 Inspecto-4 &,. to7 - Corrections required prior to apps Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: L -. 111 Q (1- r („/As ; ^-1- 1( 'Af S�,„`ro f� A-- 4 v P « .r` t e c_e Pa , n Date Called: 1 r)A0 r Y ,` 4 A t Al r' i- P� 1 . A Agr 1P Li( IF Q 7 e-,) a_e:r L 41 u ilft . AAt t o lt- ef" (A 0J-0J `l1) (1,N LI r . >n a- () r A e P J i) 1.-tyA,? Lee. -- rol ..3A„ S 101, — ? t - > (LA - --1-1J 1 (4.1 LA , J 0) J . r)( ()\-A A 3T (tf ,_` ^ iR,Aorr 1Th ike 1 b1 :1--7 pi b p 1 ` Project: t e S �? 11,x,, ,� T of Inspection: �. I /'- ( / -(. Address: .0-C 1-4k — . Date Called: Special Instructions: f 5. ` i Th J ,` Date Wanted: (. <2a; �d� � ' ? p.m. Requester: Phone No: 7,) (0 ' ZZ ri -- /0/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 (206)431- El Approved per applicable codes. orrections required prior to approval. IInsp Adt Date: � -2,4 CA/ El $58.00 REINSPECTION F'E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.; Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: ( R r [tip pU / 'h J/'f 6 Alb, - ce-J (; /--) f tt(? D ) � , ( ,, , 4 k,,,,JA 513 LA vn :2. ciTh /;, /r C/ U � ' A(e " ,_T_b (.) A A e, Ti) -h f is -./. r e ,.,,, - f1,,,,,✓l Date Wanted: J - 23 - d�' 1 eJ-r 5; AF ( „A -4.71 , ti_ cf O / p Requester: P , u /� r Phone No: 7 1 1 1 0 3 66 i 4 �( mil( t, cr d ) f Flo,, Pi0 uv) e 51 ' 6 4 f 4C'r'd s Pro'ect:�� �,, �Apt' n^ n .rs. Type of Inspection: ( /t �� : -. Address: sveer Date Called: y Speci I Instructions: 2,S 3 0.514 -.SA1 G� l - f "`,11'C "� ."-7Z SQ �`. . Date Wanted: J - 23 - d�' a .m . : Requester: Phone No: 7 1 1 1 0 3 66 ,3 dt INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 orrections required prior to approval. Inspector\ ° L INSPECTION RECORD Retain a copy with permit 'Date: Oon1 -oZ 1 t 1- Off EJ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Proj ct: �/i i2N9fl4ti /2e Type Insp ti n_ _ ce (0 /. S_1..AiS .^ - Address: Date Called: Special Instructions: Date Wan d: / /) / �. Requester: Phone No: VO 7 0)-if INSPECTION RECORD Retain a copy with permit ON NO. PERMIT N CI OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 proved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: .00 REINSPECTION�E RE( Prior to inspection, fee must be paid at 6300 Southcent Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: / �J � /� �� /�r7l� C Type of Inspection: T G‹.i _6' Address`: yn` Date Called: Special Instructions: Date Wanted: 7 _ /3 -O a.m. .m. Requester: Phon No:,_ L / , _ 4 / 4 6 - - 4/2.5 - yam - - 0 6 / INSPECTION RECORD Retain a copy with permit INSPECT 'N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. El Corrections required prior to approval. COMMENTS: Date $ . 0 00 REINSPECTION FEE R ' UIRED. Pr' rr to inspection, fee must be aid at 6300 Southcenter Blvd.. - uite 100. Call the schedule reinspection. 'Receipt No.: 'Date: - � a►`_� - fi r Do7_ dz� 206)431 -3670 Project• ( Ges/V/7 l�J it /n Type of Inspections (�'J/ WO // � S/ Address: 1 16 S 5, /415 cL Date Called: r�Yo.7 /• Special Instructions: • Date Wanted: 7 - ,,rr�7J 4 �C/� Requester: 1 /2-5- 1 / 1 6 .- -C-Z// Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 mil (JJ). // 7;� c (,4 &COQ Coo_ l 7100. -- _ //i1. $58.00 ' EINSPECTION REQUIRED. Prior to inspection. fee m st be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: ,Date: INSPECTION RECORD Retain a copy with permit PER R N (206)431 -36 Proigt: (--- 4a',r /P.FirlcXtoic.` Type of In4s ection: , ea 1 i,1 IA< Address: 405 /l/g r./ Date Called: / Special Instructions: Date Wanted: 7- 2-0 ___ 7 P.m. Requester: Phone No: X/ INSPE ON NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 7 jg Corrections required prior to approval. COMMENTS: JO/ s A (.0 /174 J"--) G 43.,4 /1617/ le-f427 s00740 74",„-A-2 , A7 - 75 /79A, 6-040 S • El $58.00 EINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcent r Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection: - 4 -J ' // I "' g .7 f kr 3 C Oi•-14P v S' Special Instructions: 7 A fr-kr ice s-e. 7i--14.St e4' f kyl iff/A-ts Requester: / 4" o-i.ezi . ..4,1 0,- i(7 / 1 ) 49a '17 _.., 01.. 14/7 prt2vI .1(1; /I GI /0 re/ ■ o, zukple A r le n-_-p taw' 4 fr-e#7701.4-00ek- ' / /04`..4fZ9/7-% wol/5- .0 tatti-_,2_ 4 4 4 LS 7' 4 W. 0 ).- ei I at /A Project: e ///i/V Type of Inspection: - Address: &Z.> -5. S Date Called: Special Instructions: Date Wanted: 6-25-07 ,ITI: Requester: Phone No: 42 5 — WC 46 // 111.41111■ // El Approved per applicable codes. Inspect° INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Date: PER (206)431-3670 orrections required prior to approval. fl 2-06 1 -471 /Z, ? $58.00 REINS ECTION FEE REQUIRED. Priorto inspection ,i must be ig paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: Date: 3 '• T"."- Project: /7 ,7 /2A// ?//r74/ ,c>• Type of Inspection: 4/Li // 5 \ Address: 4 f• s /< / 9 — C-7/ Date Called: Special Instructions: Date Wanted: -- / 6' -7 m; Vim. Requester: Ph No: y2 5 yam— 46 // INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -36(70 COMMENTS: ( / (A. l /she. ///7; 40 nspe t !Date:— .00 REINSPECTION IjEE REQUIRED. Pifior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. R'ceipt No.: 'Date: Approved per applicable codes. Corrections required prior to approval. Project: C /9 ,2/v/9"14,v ,�,'s Type of Inspectio : / "/4 ' u Address: y6.5 S' S // 5/ Date Called: Special Instructions: Date Wanted: j-- / / — C) - 7 m. Requester: Phone No: - -�/% qZS Q 6 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 _.Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: - / / U E REQUIRE q. Prior to inspection. fee must be paid at 6300 Southcent- r Blvd.. Suit 100. Call the schedule reinspection. eceipt No.: INSPECTION RECORD Retain a copy with permit .00 REINSPECTION 'Date: (206)431 -3 COMMENTS: A% 7 / 2 / Type of Inspecti / ,4 `S/7r7I / /) 5 7/ `17A/.... 7e'r - 7%.:' -- -‹ LTY1HPl )zic;, TG ---7€d �. /d // /C e . NC / ! To Date Called: ✓, b r�� 77/4, , 6 c _ ` S- 7 - 7.4r 6 he ,&. Date Wanted: /D -o -- 2 l S S „oil,- iiOOIr /.7, ) — 1 /;_,,, �/I I Requester: L � L1 z.-4 P G � - .7h '� 7 y7 ? - / `e Phone No: %25- -5 -et / / ProoJiect: / 1 79/2/M /f/ 41 Type of Inspecti / ,4 `S/7r7I / /) Address: _ �eJ. 3 _ /L�b‘..lg - / Date Called: J Special Instructions: Date Wanted: /D -o -- 2 Requester: Phone No: %25- -5 -et / / 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 -/d 7 -o2 PER • 4 i •4 06)431 -3670 rrections required prior to approval. Date: $58.00 REINSPECIN FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: ( /w) ///14J , Type of Inspecti : ,4)06 /AAJ Address: /d...5 S . s //-/,_ 5- Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: /L s S/e/5 - o // INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (Receipt No.: /Z6 2) S ,- r? /9/,'>/7 nsp-- or X44 -A-� /2'- .. .G Date: !Date: � 7-02C $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter lvd.. Suite 100. Call the schedule reinspection. • Project: (y le/i//9 //i74/ 47s Type of Inspection: GSA // Sle44)t-5 Date Called: Addr ss: D 5 5 5 /VS-5-7 Special Instructions: Date Wanted: a. Requester: Phone No: g yS INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 ' 6)431 -3670 Approved per applicable codes. Corrections required prior to approval. C MENTS: , .1 et).4— / /.rl - .1 f < Inspector; 4 / 4 '1 - 4 Date: 4 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: ro (" /9R /(//?// 14/ �2 < Type of Inspecti /2001 ■7 4 ) Address: y 3 5 1 4� e 5 Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: yz ; -�-- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit vv7 I,(I C orrections required prior to approval. C MMENTS: I- 11/1,d4 �- (t2, _4 5 Err( /t/e> //hi, < i � I Date: L5 - O J $58.00 REINSPECTIOI(FEE REQbIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: C a p Al41L/7 Type of Inspection: 30/ . S4 . T S Address: Date Called: /� Special Instructions: Date Want-/"-.07 Requester: Phone No ac / S // INSPECTION RECORD Retain a copy with permit INSpeertO NO. CITY OF TUKWILA BUILDING DIVISIQN 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -`` COMMENTS: Inspector: a Date: El $58.00 REINSPECTION F'E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao sechedule reinspection. Approved per applicable codes. El Corrections required prior to approval. Receipt No.: Date: Proje • G/1-1 4 Address: ' V SS = S� "Kg"— Type of Inspection: i Date Call tea ), ��� '-�. 9c._ /4_„, Special Instructions: , Date Wanted: y --e2 e 2 p.m. Requester: Phone No: 4 /4 yys- eir 1 C i INSPECT ON NO. pproved per applicable codes. COMMENTS: Inspector: 1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: PERMI 2 Corrections required prior to approval. 4 4_' PAZ? � ,- / - 9 e' �r -(-/ $58.00+1f FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: r'1 Project: /� RA/A9 IAA, /�rS Type of Inspection: � / / ? /� %// Address: 4 —5 ..S /' /( s i Date Called: Special Instructions: Date Wanted: — C s -v "7 � G/ m Requester: Phone No: 4 /2 e/4-,/ S --G C// Ei Approved per applicable codes. ik . INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: 7 �' /) /0 £e ( nspect Date AAA IDate: -6-c)) ri 8.00 REINSPECTION F E REQUIRED. Pr to inspection, fee must be aid at 6300 Southcenter lvd., Suite 100. Cat to sechedule reinspection. 'Receipt No.: COMMENTS: � /2�S - Type of Ins ection: oCD /A/ G spe, J 4/ -,i!/r . 07 J 6 Address: 1 /0-5 -- S - s /VP) mi it hes // , l! . r � Special Instructions: 7 ).//✓y"- /'f-T . J) WCTZ3 [— 57/4'5 Gf v✓ in- 7 . z/ s -�' -�o�i� -�. l39 S / Requester: - ��kC f 600 7 liee€ / e »J 1 4 44 /« Project: (WA/ 4 #44/ /2�S - Type of Ins ection: oCD /A/ G Address: 1 /0-5 -- S - s /VP) Date Called: Special Instructions: Date Wannted:? Vim, Requester: Phone No: yz S qvs -G /1 INSPECTION NO. INSPECTION RECORD 1 Retain a copy with permit 1//4 PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ( 06)431 -36 Corrections required prior to approval. Date;, 3 _ ri $ j'.00 REINSPECT' ON FEE REQUIf ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to`sechedule reinspection. Receipt No.: Date: 0 Project: l�v r►a o,, Type of Inspection: !oy /914 ffOD Address: `(05 S so. � ---." Date Called: Special Instructions: Date Wanted: . - ��� 7 -3 p .m. Requester: Phone No: 2- 3 —1 19..5 7 -40 , 5// INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 IT 749. PERM �.� ?11 (216)431-36 Approved per applicable codes. Corrections required prior to approval. COMMENTS: $58.00 REINS j CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Projec . J!- U Gtl nQ •{tin or Type of Inspecti a pi 1_i✓i Address: , yo 55 § /W St Called: oI/0 Special Instructions: Date Wanted: n11011061' 7p Requester: :"hh n Phone No: 2O(' ?d7 - /o3 / CC INSPECTION NO. 'Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C —� PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: N og f'" Sic //7/6r Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project r n� (-1 Type of Inspection: rIcc..e Address: ` /0 -� )5 __C Date Called: OIs ' ok a Special Instructions: Date Wanted: 01 )O3JUt ■5- a .m. Requester: Phone No: - ( 2oG aa7- /o INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 E1 Approved per applicable codes. 'Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 LJ Corrections required prior to approval. COMMENTS: / l -374 C l 01 (LA dr 170 f(4 (Ire-il /10 Nd Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Proj C/A r/1G -�t /) a( a Type of IBS i Fi eica r ' Address: 1 /0s5 5 /Vk Sf ed: Date Called: /a1/07 Special Instructions: Date Wanted: / . /o7 (a.m� P.m. Request /7C c 7) Phone No: '7 - y5 - o6// INSPECTION RECORD Retain a copy with permit Doi - PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /l/oi A- /'/r v�c�I� (7r? Gj Inspector: 'Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pro' t: Q Type of Inspection; A dress: 4 iVer Date Called: 070 /UY2 _ c5 Special Instructions: Date Wanted: 0 /o � a ~ m Requester: W n Phone No: Ya 5 - yys- 06 / l El 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: 0 iv 15 /) N , C Inspector: 6 (Date: « f J67 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: 1 5,/L A � Ai ,. 71A,\ (ejaSI -'Wc_c__ Type of Inspection: v S Address: ( as--- 5— Suite #: S (Lk v �`- Contact Person: th t) CAre 014- 1,,v11,_ Special Instructions: Pre -Fire: Phone No.: t(2-s — _ L/( c ---- 06 ( Needs Shift Inspection: /■ Sprinklers: iv Fire Alarm: S i✓e- Hood & Duct: "`' Monitor: Pre -Fire: ate Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT rk East, Tukwila, Wa. 98188 206 - 575 -4407 vedper applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: Inspector: s, y Date: 1 / / %,f 7 Hrs.. . t _ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 20 PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 113 Project: a 92h J9 Ho 9n PCS,` r)c4rt„ Type of Inspection: ge ;ptt -1- Address: gass S J '/ e seT,, Suite #: Contact Person: /,/ Ci4 /2/v 4 .4r90/ Special Instructions: Phone No.: t /z.S- t/y$ -oae/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT ver Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS Corrections required prior to approval. COMMENTS: 1 01 vovn . Inspector: 5 ,c/s Date: i / /g107 Hrs.: A $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he 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 scope of work lateral gravity roof framing beam approved MITCHELL ENGINEERING INC. PREPARED B / PROJECT /40/4b/ 4/-"° SUBJECT tl'fl FILE COPY N Permit No. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 THESE CALCULATIONS ARE COPYRIGHTED AMA MAY NOT BE COPIED WITHOUT THE ! i WRITTEN PERMISSION OF - MITCHELL E 3' ''EE ING, INC. USE OF THESE CALCUI, ATIONN'S IS LIMITED TO A SPECIFIC PROJECT -FOR PERSONS NAMED HEREON FOR THE CONSTRUCTION OF. ONE BU ID; NG. ANY Oi `:ERUSEOR _ ... REUSE IS STRICTLY PROHfE3- ITED WITHOUT THE WRITTEN CONSENT FROM MITCHELL ENGINEERING, INC. SHEET NO. OF JOB NO. - MCO beam upper floor framing members beam lateral seismic lateral design criteria wind seismic MITCHELL ENGINEERING top plate shear side shear front SHEAR WALL SCHEDULE Shear Wall Designation Nail Size Nail Spacing ALLOWABLE SHEAR Hem -Fir #2 #/Ft Edges Studs TopBtm. 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 Shear Wall Notes: 1. GI - Gypsum wallboard one side of wall. P1 -.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. All 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 (U.B.C.) 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 PER ZONE -D FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN-PLACE CONCRETE: F'c = 2,500 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 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE . FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE WATER PROOFED PER ARCHITECTURAL SPECIFICATIONS. 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 CRSL DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A -615, GRADE 60 FOR #6 AND LARGER AND 40 GRADE REINFORCEMENT FOR #5 AND SMALLER 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 WEA'T'HER: #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) 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 PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR & ROOF JOIST 4X BEAMS 6X BEAMS COLUMNS LUMBER NOT NOTED 3 INCHES 2 INCHES 1 -1/2 INCHES 1 -1/2 INCHES 3/4 INCH 1 -1/2 INCHES HEM -FIR #2 Fb = 850 PSI DOUG - FIR/LARCH # Fb = 850 PSI DOUG - FIR/LARCH #2—Fb = 875 PSI DOUG- FIR/LARCH #1 —Fb = 1000 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 BE IN ACCORDANCE WITH LB.C. SCHEDULE. 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 10d 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 -Az JOINTS SHALL OCCUR AT SUPPORTS. NAIL SUPPORTED PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. 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 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED 0 rHERWISE ON THE DRAWINGS. GLUED - LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS - FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fv =165 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.LT.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A.LT.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) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIECED 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) 2X8 DOUGLAS - 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 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 /o SHALL BE LC.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SPECIAL CONDITIONS: ' i'HE 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 HIE 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. ALL, IN 441-1.*1 51 4 .&I/u / , -1 ,4 rr-9 A-L4 544,41441 - 1,1.,41P 71-tar Or, c4„1 Act 51-1au 5TAi=41.-ve-OS srwk.L I- lar - r✓TkEL. MITCHELL ENGINEERING INC. PREPARED BY /` 7821 - 168th Ave. N.E Redmond, WA 9805: (425) 747-150( PROJECT SHEET NO. /2 OF - SUBJECT JOB NO. /° _q4, section footing drain shear wall plywood section blocking treated mud sill MITCHELL ENGINEERING INC. PREPARED BY section 4 MITCHELL ENGINEERING INC. /-krd,z/ 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PROJECT SHEET NO. /5- OF SUBJECT JOB NO. shear wall mud sill anchor bolt foundation plan expansion anchors anchor bolts shear wall holddown threaded rod anchor bolt holddown beam shear wall shear wall plywood laps shear wall plywood filler water proof membrane joist nailed shear wall solid rim toe nail MITCiELL ENGINEERING INC. PREPARED BY PROJECT SHEET NO . l OF v DATE r / '� v SUBJECT JOB NO. a& �" le2 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 MITCHELL ENGINEERING INC. ,1 t �4 � p I;dI kact � s h 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 ili t\ ( / / 7/ 24"- PROJECT SHEET NO. OF SUBJECT JOB NO. 4 MITCHELL ENGINEERING INC. PREPARED BY DATE SiT,f_J 4 7821 - 168th Ave. N.E Redmond, WA 9805 (425) 747 -150i 74 ) PROJECT SHEET NO. OF SUBJECT JOB NO. MITCHELL ENGINEERING INC. TF 9464 ridzaq5 t• T 4 1 ;..q, r ii Fir 1 f rio gar PREPARED BY DATE - 15 Le 7821 - 168th Ave. N.E Redmond, WA 98057g (425) 747-150( PROJECT SHEET NO. 2v OF e:)‘• Q SUBJECT JOB NO. • MITCHELL ENGINEERING INC. PREPARED BY DATE PROJECT //dy,/// Icg SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 SHEET NO. 2 7 OF r JOB NO. _7 i • li • , 3 ) 7: 44.k i , A' 7J i 24 ,24 7`l2 `�/`a f/Jok- �!U G✓�c.�C, G.aL 7 /4‘ lk;671- te4 - - 9J4i 2 A 7 yi1 4I ? s, /-1 ,T AB S 4.)4 A77L -j$. f \Le) 1 54terii-i 4 440 re;) s;4441 j/cLciAJ i LJN(4 It 4- olkg- .4 Vaio, )6 17:1- kArlsia-- F=4 `I 24 /24 f 1 '2 ' March 12, 2007 Han Carnahan 11015 12 Av SW Burien WA 98146 RE: CORRECTION LETTER #2 Development Permit Application Number D07 -029 Carnahan Residence — 4055 S 148 St Dear Mr. Carnahan, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Piannine Department: Brandon Miles, at 206 431 -3684, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messen>oer service. Sincerely a Akete arshall hnician end File No. D07 -029 City of Tukwila P:Uennifer\Cor ection Letters \2007007-029 Correction Ltr #2.DOC jem 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 DATE: CONTACT: RE: ADDRESS: ZONING: March 8, 2007 Han Camahan D07 -029 4055 S. 148 Street LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. The driveway for the proposed house occupies too much area. TMC 8.25.020 (E) notes, "No more than 50 percent of the front yard or 800 square feet, which ever is small, may be approved durable uniform surface ". The driveway is currently 2,386 square feet. The driveway needs to be made small in order to comply with the code language noted above. 1 I- February 23, 2007 Han Carnahan 11015 12 Av SW Burien WA 98146 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -029 Carnahan Residence — 4055 S 148 St Dear Mr. Carnahan, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Fire, Planning, and Public Works Departments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Fire Department: Pat McCoy, at 206 575 -4407, if you have questions regarding the following comment. 1. Please indicate the location of the fire hydrant on the site plan. Planning Department: Public Works Department: Joanna Spencer, at 206 431 -2440, if you have question regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerel , fer arshall hnician encl File No. D07 -029 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director P:Uennifer\Correction Letters \2007\D07 -029 Correction Ltr #1.DOC jem Brandon Miles, at 206 431 -3684, if you have questions regarding the attached memo. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 I Building Division Review Memo Date: February 6, 2007 Project Name: Carnahan Residence Permit #: D07 -029 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide two sets of the engineered plan sheets that are original wet stamped and signed by the engineer. 2. Plans shall identify code compliance for combustion air for the mechanical equipment in the garage. (IRC G2407.6.1) 3. Provide notes on the plans to show whole house ventilation requirements shall meet code per Washington State Ventilation & Indoor Air Quality Code. (2003 WSVIAQC 303.4.1.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: sod February 13, 2007 Ham Carnahan D07 -029 4051 s. 148 Street LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. When the City approved this short plat application, the setback along the north property line was required to be 20 feet (short plat attached). The current building permit application has the house at only five feet. Redesign and /or reconfigure the house to meet the front setback of 20 feet along the north property line. r PROJECT: P: Joanna/Comments 1 D07 -029 PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: February 22, 2007 Carnahan SFR 4051 S 148 St PERMIT NO: D07 -029 REVIEW NO: 1 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. Part of the improvements (sewer, water, storm drainage) were done under a separate Public Works permit for short plat infrastructure. Show which part of the utilities you are constructing under this permit (show existing stubs /points of connection for new house). 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 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1" 100,000, PLUS $13.25 for each 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 adjust estimated fees PROJECT NAME CARN,11114/J `$6) PERMIT # 2307— OZ' (@ floss s. 14.8 th yr} If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 51a1 (1) 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention 25d Water /Sewer /Surface Water 50b/ 500000 Road/Parking/Access 150 A. Total Improvements bOb 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 PLAN REVIEW FEE (B +C +D) $ 1. - (4) 5. Enter total excavation volume 3 0 Enter total fill volume ton and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 so 1 cubic yards cubic yards Use the following table to estimate the grading plan review and permit fee. $ ( TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 5 25. °! The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for 1S 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1S 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 6. Permit Issuance/Inspection Fee (B +C +D) 8. GRADING Permit Review Fee Approved 09.25.02 Last Revised Jan. 2006 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees $ I S Pavement Mitigation Fee $ —. The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. (6) (7) 0 $ 23 ' (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2007 — 12.31.2007 Total Fee 0.75 $600 $5297 $5897 1 $1100 $13,242.50 $14,342.50 1.5 $2400 $26,485 $28,885 2 $2800 $42,376 $45,176 3 $4400 $84,752 $89,152 4 $7800 $132,425 $148,015 6 $12500 $264,850 $277,350 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ / G. Other Fees $ Total A through G $/02 3 (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Approved 09.25.02 Last Revised Jan. 2006 0.75" 2.5" $300 $1,000 Temporary Meter 3 Oldjy 34z/ 5 i` / phis ✓ t �:.R F ky' fA i f . r 011t/.1JN�Y P \lF t,. a .d','�£a r Fi •h�k? .3 �+ . s. y .� s, j, 'f Y r y ., � Name: Kt( � 4 y,A7/1/1 Name: A C Gylit j`� Address: 5 Addres f� 7 Phone: • 924 q 45 — O in ( Phone: 'Z5— 67 i! I ( Own /Agent Signature CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 Site address (attach map and legal de cription showing hydrant location and size of main); This certificate is for the purposes of: Ph Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is 74/0 ft. Area is served by (Water Utility District): / 2 S eolp1+ fjr dtst I ❑ Preliminary Plat 1. The proposed project is within �t.. (C -�v t ti 2. Ef1 improvements required. I hereby certify that the above information is true and correct. N/N tom. CO. W ft BT fzr Agenc+/ hone D6 - a --c+7 `rte 1 %applicationskwater availability (7 -2003) Printed: 9 -16-03 CERTIFICATE OF WATER AVAILABILITY Required only If outside City of Tukwila water district PERMIT NO.: ' MI" u2-"k 1 31 ?,<.LA) ❑ Short Subdivision ❑ Other / -� — c am Date (City /County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 3 8 ©p gpm at 20 psi residual for a duration of 2 hours at a velocity of I Z - '7 fps as documented by the attached calculations. 5. Wat ailability: Acceptable service can be provided to this project REC ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. CITY OF TU:<rLq ❑ System is not capable of providing service to this project. IJAN 31 2007 PERMIT CENTEi. Date , _ Z ens 170* OZi Part A: (To Be Completed by Applicant) Purpose of Certificate: . 12 Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: EA Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: k 1 K Ifi h 4 Phone: y _ yys— o61/ y Property Address or Approximate Location: Tax Lot 405'1 S PI SI-- ooY 1 W o/ P+4 Legal Description(Attach Map and Legal Description if necessary): Lot .Z of s 44 -f /c, . Part B: (To Be Completed by Sewer Agency) 1. w a. Sewer Service will be provided by side sewer connection only to an existing 6 a size sewer (.2 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. IN 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: $ CITY Off TUK a. District Connection Charges due prior to connection: • IJAN 31 200 GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) PERMIT CENTE King 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 /Metro without notice.) b. Easements: ❑ Requireq Require ❑ May LT Req ired c. Other: Gizm o be d v a- .i gmc u rn• c eG - ha . Residential: $50 14816 P" Road South P.O. 6L..39550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Commercial: $100 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fr e date of signature. By Title 1 -!4 S Pit/ 2 Yio? Date DOS-- 021 ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not.constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that maybe extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understand the terms and conditions h •'n. /- 4(97 Applicant's Signature Date PERMIT COORD COPY `. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -029 DATE: 3 -15 -07 PROJECT NAME: CARNAHAN RESIDENCE SITE ADDRESS: 4055 S 148 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # before Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 3 -20 -07 Complete Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route U Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 Fire Prevention Structural PIa nind Division Permit Coordinator ❑ Not Applicable ❑ ❑ No further Review Required ❑ DUE DATE: 4 -17 -07 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -029 PROJECT NAME: CARNAHAN RESIDENCE SITE ADDRESS: 4055 S 148 ST Original Plan Submittal X Response to Correction Letter # 1 DATE: 02 -27 -07 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bui J 63� f ng Division Public Works Yln A 4X) /01 Complete Comments: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 5I4 u " ";° Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ DATE: PlWg Division IX Permit Coordinator n DUE DATE: 03-01-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required 121 Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: n DUE DATE: 03-29-07 Approved n Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D07 -029 PROJECT NAME: CARNAHAN RESIDENCE SITE ADDRESS: 4'b56 S 148 ST DATE: 01 -31 -07 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS; Complete Comments: Approved ❑ Notation: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: 6I L d e4 4 eJ 1 ;: j o1 Fire revention Structural Incomplete ❑ PI nning 6 Permit Coordinator ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: /37 CCV Departments issued corrections: Bldg Fire Ping PW' Staff Initials: DUE DATE: 02-01-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DUE DATE: 03-01-07 Approved with Conditions ❑ Not Ap proved (attach comments) REVIEWER'S INITIALS: DATE: Project Name: Entered in Permits Plus on City of Tukwila Department of Community Development 6300 Southcenter. Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax etc. Date: —2 ^ © `� Plan Check/Permit Number: D07-029 ❑ Response to Incomplete Letter # Response to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Carnahan Residence Project Address: 4055 S 148 St Contact Person: I-4aI-( ett12JY/4 Phone Number: Summary of Revision: Deb' ; 6/ o orf M / ' -n - PA AilaAM \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: r - iri4 3k Sheet Number(s): "Cloud" or highlight all yeas of revision including date of revision Received at the City of Tukwila Permit Center by: Steven M. Mullet, Mayor Steve Lancaster, Director S = 414s' -fit? / . RECEIVED 8 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: 3 — " 1 $ —0 7 Plan Check/Permit Number: D07 -029 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Carnahan Residence Project Address: 4055 S 148 St � Contact Person: (,1d ( r'�f /UV" h Phone Number: lzI7S — 4T(S- 12 '7/ Summary of Revision: p C.ft-t4N (>< -. )4Yt S CaPtes Sheet Number(s): "Cloud" or highligh l l areas of revision including Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 5 tic ' 01 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director License Information License EVERLCA966QH Licensee Name EVERLAST CONST & ASPHALT LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602443230 Ind. Ins. Account Id #2 Business Type LIMITED LIABILITY COMPANY Address 1 11016 12TH AVE SW Address 2 City SEATTLE County KING State WA Zip 98146 Phone 2069098279 Status ACTIVE Specialty 1 PAVING /STRIPING Specialty 2 SANITATION SYSTEM SIDE SEWER Effective Date 11/8/2004 Expiration Date 11/8/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #2 PLATTE RIVER INS CO 41063815 03/15/2006 Until Cancelled $6,000.00 03/15/2006 Business Owner Information Name Role Effective Date Expiration Date MCDOUGALL, SHANE PARTNER/MEMBER 11/08/2004 Look Up a Contractor, Electric ; an 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. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= EVERLCA966QH 03/28/2007 • 119 wNiLA. - r (1) 1 V1 n�� , IAc J u d r Thece plans have been reviewed by the Public 1 orks Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubanittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: # L- vehemppow .: - .now. / . ' "bw14 1 P l F0 IJ v4l.'1.2 ArgeA FA T° 32 - jobbS : 1 1-40% ireCEVEZ CITY OF TUKWILA MAR 15 2007 PERMITCEN -R CORRECTION LTR# Isa 001-02-1 t SHORT PLAT NUMBER L -04 -086 • /ERTiCAL DATUM: (NGVD -29) 'ITY OF TUKWILA, SOUTH 150TH STREET C PROFILE PLAN. 'OUNO TWO PK NAILS "USED NORTH ONE" LOCATED IT THE INTERSECTION OF 42ND AVE S. STREET AND ;50TH STREET. ;LEVATION - 247.83' SEARING MERIDIAN: RECORD OF SURVEY AS RECORDED IN BOOK 29 OF SURVEYS. PAGE 151, RECORDS OF KING COUNTY, WA. S87'53'09'E ON CENTERLINE OF S. 148TH STREET SURVEYOR'S NOTES: FOR ORIGINAL SUBJECT PROPERTY ZONED L .D.R. PER CITY OF TUKWILA. SUBJECT PROPERTY TAX PARCEL NUMBER 004100 -0180. SUBJECT PROPERTY'S WATER 6 SEWER SERVICE IS PUBLIC THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN SEPTEMBER OF 2004 AND AUGUST OF 2006. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 5) SUBJECT PROPERTY SITE ADDRESS: 4051 S. 148TH ST. SEATTLE, WA. 98168 S. 144TH STREET 15 N. LINE OF SEC. 22-23-4. 22 S. 46TH STREET S. 148tH STREET :- 'HOD OF SURVEY: S. 150TH STREET VICINITY MAP NOT TO SCAL Q. 'UMENTATION FOR THIS SURVEY WAS A 1 " GEODIMETER 600 RONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS . Y WAS' A CLOSED TRAVERSE. MEETING OR 'DING STANDARDS SET BY WAC 332 - 130 -C.9O. 'ERENCES: ..AT OF ADAMS' HOME TRACTS VOL. 12, PAGE 50 ECORD OF SURVEY IN BOOK 29, PAGE 151 ECORD OF SURVEY IN BOOK 15, 115 ECORD OF SURVEY IN BOOK 145, PAGE 42 a. S. MAP FOR THE N.W. 1/4 SEC. 22 -23 -4 3ECORDS OF KING COUNTY, WA, rVU ti1 A"1(1vvC' IN THAT PORTION OF THESE. 1/4 OF THE N.W. 1/4 SEC. 22, TWP. 23 N., • X, W.M. CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON GRAPHIC SCALE 1" -20'2 0 A!4v57 20'06 5E7 3/6" BAR I CAP '0E00 L S4 15025" AT PROPERTY CORNER ▪ TYPICAL " 20 SPHAL T ROAD GC° V Q • I • 1 " N ,H' u7 I v1 69.64 r•, e 1111 rd F.F. 271-6' cc ZCONC " STAIRS - f 10 N BUILDING TO REMAIN ENVELOPE AREA 1. 065 SOFT. 12 r —OH p, 2� S87 "53 " 09 "E 4 64 ' CB CONC : RET WALL LOT 1 04 F.F 2672' r' Alb Q. � • rr 0 °) MAPLE TREE 171-1 5'121A. p I N 2 � I m 2 I a 00' �2 A ) ii 1-- v FENCE I 0.4' W. OF LINE R -O- END OF WOOD FENCE IS 0.7' W OF LINE BEG. OF CHAIN LINK FENCE IS ON LINE N 4 0• 2ro W 2 FENCE COR. IS 1.3' E. 6 1.9' t .I OF PROP. CORNER + 10 - EDGE OF ASPHALT 0 1Z 2.5 HELD BEARING S87 PER ROE 29/151 "3048 � CAL C'D" 0 PAINTED FOGLINE DRI VEWA Y APRON N87 '57 • 33"W 94.64 h NORTH LINE OF SOUTH 101' OF LOTS 15 G 16 18' O S87 '57'33 'E 2 94. i . .-4 0 0 z x ROC ER ' _ O rr 2 a x : 6 SHED T' 8 REMOVED 0 201 25.00' 42' rb es* 0 m • EDGE OF ASPHALT 0 S, 148TH STREET PUBLIC ROADWAY" • D ASPHALT 0- ROAD i ps r�i R -0_W 1, x ASST 2006 her 348" BAR 4 GAP ! "6E00 L5# 15025" AT PR0FERTY CORNER x (p "TYPICAL" • 51 i • •1 `FENCE IS OF LINE FENCE CORNER IS E. 5 1.3' N. OF PROP. CORNER , :... : " D.A.H. CHI- . J. t DATE SCALE NEW LOT AREAS: LOT I AREA 9,572 SO.FT. ---' LOT 2 AREA 10,410 SO.FT ORIGINAL PARCEL AREA IS 19. 982 50. FT. 11/08/2006 2 I VOLUME FOUND MONUMENT IN GA5E NOTE: PROPOSED EASEMENT AREA IS 2,138 SO.FT. S. I44 7H T N. 1/4 COR. SEC. 22-2.3-4 cri w w to X to 47 N a t � 0 LEGEND 4- FOUND MONUMENT IN CASE • SET 3/8" BAR C CAP - GEOD © ELECTRIC METER () RECORD CI WATER METER FOUND PK NAIL ps SANITARY SEWER MANHOLE '0 FIRE HYDRANT x SPOT ELEVATION S. UTILITY POLE El GAS METER ® CATCH BASIN F.F. ELEVATION GAS VALVE ® DECK CONCRETE SURFACE WOOD FENCE CHAIN LINK FENCE ROCKERY OVERHEAD WIRES CENTERLINE OF ROAD BUILDING LINE _ ❑ —0-0 L5 #15025 rn DECIDUOUS TREE NOT SHOWN TO SCALE) TRUNK DIA. SHOWN IN INCHES CONIFER TREE NOT SHOWN TO SCALE) TRUNK DIA. SHOWN IN INCHES MAPLE TREE NOT SHOWN TO SCALE) TRUNK DIA, SHOWN IN INCHES CEDAR TREE (NOT SHOWN TO SCALE) TRUNK DIA. SHOWN IN INCHES Nf +i1 *% O V RECEIVED CITY OF TUK`NR.;'i FEB 2 8 2007 1N 20' JOB NUMBER RRECTION PAGE 6210 FAIRWAY PL. SE ensions SN09UALMIE, WA. 98065 PHONE (425) 458 -4488 4208 SHEET 2 OF 2 2 0 c to w FOUND PK NAIL ON LINE a STRUCTURAL NOTES CM: DESIGN IS IN ACCORDANCE WITH THE 2003 L*CTERNATIOI AL BUILDING CODE (1..B.C.) AS AMENDED BY THE LOCAL E 1LDING DEPARTMENT. LIFE LOADS: ROOF - -. -... - -- 25 PSF FLOOR --- 40 PSF DECKS ----- 60 PSF LATERAL WIND -- EXPOSURE B; 8.4 MPH SEISMIC - PER ZONE -D FOUNRATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED DEAJUNG CAPACITY OF 2000 PSI, ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF I' -6" BELOW ADJACENT EXTERIOR FIN SEED GRADE. CAST -IN -PLACE CONS: F'c = 2,500 PSI @ 28 DAYS. MINIMUM 5-in SACKS OF CEMENT PER CUBIC YARD OF CONCRETE A.ND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 944 SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1f2 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 PO »4G CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 ENCH MLNENIUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED W'I7'A.TN 6 INCHES OF EACH END OF TIRE SILL PLATE , FOUNDATION WALLS ENCLOSING A BASEMENT BELOW MESHED GRADE SHALL BE WATER PROOFED PER ARCHITECTURAL SPECIFICATIONS. RE[MORCDG 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 CRSL DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A -615, GRADE 60 FOR #f AND LARGER AND 40 GRADE REINFORCEMENT FOR #5 AND SMALLER BARS. ALL REINFORCING BAR BENDS SHALL BE MADL COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (I.' -7" ' xlN NIUM), CORNER BARS (2' -0" BEND) SHALL 113E PROVIDED FOR ALL HORIZONTAL REJNFORCEMENT. LAP ALL BARS A SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATION'S WITH SUPPLIER AND FT ADDITIONAL TRL SSES AS REQUIRED. SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN - r 'E FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTR.ACKTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND S'T1FFENINGS 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 BI ILDE G DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NO7' SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SL TLAR CONDITIONS NOT SHOWN. 4.7 / INAs , r}.4, 5w-#teu, HA ,4144 timmt Ac4 TwiawAT*421 .5;4ALL fl try � 11:. t- - 1 �,r'k r► J r MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWL GS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH. CONCRETE EXPOSED TO EARTH OR WEATHER: 6 THRODUGII #IS BARS BAR AND SMALLER. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: t14 AND #18 BARS #11 BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) 2X FLOOR & ROOF JOIST 4X BEAMS 6X BEAMS COLUMNS LUMBER NOT NOTED 3 INCHES 2 INCHES ES 1 -I/2 INCHES 1_12I INCHES 314 INCH 1 -I /2 INCHES STRUCTURAL TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASRERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: HEM -FIR #2 Fb = 850 PSI DOUG-FIR/LARCH # Fb = BSO PSI DOUG- FIRILARCH. #2.. Fb = 875 PSI DOUG -FIT ARCH #1 —Fb = 1000 PSI DOUG- FIR/LARCH 42 F6 - S5O PSI MISCELLANEOUS HANGERS TO BE SLWPSON 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 SIS INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH I.B.C. SCHEDULE. FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE. N.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS DOTED OTHERWISE MAIL WITH 10d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT LNTERMEDiATE SUPPORTS. THE FLOOR SHEATITIN'G SHALL BE GLUED TO THE JOIST ANiD THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SREATHING: SHEATHING SHALL BE 7(16 INCU A.P.A. RATTED SHEATHING. G. SPAN RATTING 32/16, INSTALLED LONG DIMENSION ACROSS SUPPORTS. PANEL END gi LI /4 lOWNOWIAP OD. M4 6 0,:l rsM rr t 4 AtNi #4 t!7t, Pot fir14 kivt. Omit, 4044, �S p N L4 1 51restlllt 441 solognab 114 goinliart I $ t# $4ClA If egio t4 410%. 0- a Io AIR. @ Doc Cftr. l w . A�..1 4 PKAIstre , 1 aiii4 0 l 1-4114. limo/ 4 frid4. *awe* W/. A . VII . JOINTS SHALL OCCUR AT SUPPORTS. NAIL SUPPORTED PANEL EDGES WITH $d NAILS AT 4 INCHES ON CENTER AND 16 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. WALL SHEATHING: SHEATHING SHALL BE 7/16 INCFL A.P.A. RATED SHEATH1NG. SPAY RATING 24/[ PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANiEL EDGES WITH ad NAILS AT 4 ENCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. CL UED - L AMINATED TIMB ER LAME SATED TIMBER SHALL BE DOUGLAS•FIR LARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (14 2400 PSI, Fr16S PSI1 FOR SIMPLE SPANS AND 24F-VS FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMA-NCE REQUIRED. GLU- LAMS SHALL CONFORM TO A.LT.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGLN'EER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. LLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X$. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER. BEARING WALL FRA L t': ALL DOOR AND WINDOW HE.ADERSNOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS-FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD FACE END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLL NS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER wrrE 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 111 INCHES ON CENTER LAP AND FACE NAIL PLATES TrS 2-16d NAILS A'T EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 L C'H ES. FACE NAIL BOTTOM PLATE TO WITH 2- 16d NAILS. 'RE -MAINL fa AC'1'U RED ROOF TRU ES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS- FIR'LARCH OR HEM- ilk TRUSS 14MANUFAC URER SHALL SUBMIT SHOP DRAWLNGS AND CALCULATIONS STAMPED. SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER ALL TRUSS PLATES AND CONNECTORS IP thy I MP 14 X16 t 7 l I4 ii.N4r1 +la, Io ; l l ( t >x) (I) 46 6 IMF 140•40 a FAIL • TAMP WAIN& 1"0 CA 4 SEPARATE PERMIT REQUIRED FOR �'� cal V ©ectrica1 P lumbing Gais Piping City of Tukwila BUILDING DIVISION aq f ``tu L. tkO FILE COPY Permit No. Plan review approval is subject to eras and ire. Approval of construction documents does not the violation of any accepted cede or of approved Feld Copy and coed' BY City of BUILDING DIVISION RIMISIRBIR No ad work shall be made to tthe� scope cf o .+ without p. /or approval Cf Tu!Lwila Building Dhriis:."Jn. NOTE: Revisions will require a new plan subm €ital and may include additional plan review fees. vz' ` i ( 1 y 1'71" , t llJ . 'Ei Vii: t.1 4 cr1 *!_ / . 1-01144.41,2 / 12444UP r' t`! v ° 14' t 4. bra-.:;:::: ' =;:feet$5 ► 11.40 ° o FEB REceiveo 2 8 20071 a pp VIEKE O R E comPLIANCE �- bb,)etaIcr) MAR 2 12007 l eD�f�r r ,2J1 i r FDt e ° or � cL�La7 .P Hip -ster 6x10 Hdr Hip master P1 -4 ..; 3-1/8" x 12' Similar ' der truss 4x10 Hdr OR x •�. F kl ��. M1305.1.3 Appliances in attics. Attics containing appliances requiring access shall have with an opening and a clear and unobstructed passageway large enough to allow removal of the largest appliance, but not less than 30 inches high and 22 inches wide and not more than 20 feet long when measured along the centerline of the passageway from the opening to the appliance. The passageway shall have continuous solid flooring in accordance with Chapter 5 not less than 24 inches (610 nun) wide. A level service space at least 30 inches deep and 30 inches wide shall be present along all sides of the appliance where access is required. The clear access opening dimensions shall be a minimum of 20 inches by 30 inches, where such dimensions are large enough to allow removal of the largest appliance. U I Pi . lufocor. REVIEWED FOR CO DE COMPLIANCE oPron rcl MAR 2 7 2007 ci tcvviid BUILDING DIVISION Shear Wail 1'+Tail Designation Sine . 1 -4 6d P14 8d P1 -4 8d Shear Wall Notes Cages 6' 4* twcaii _ acin T pintnn. Blocking Studs KW i etl'd, 4'' 12' 12' SHEAR WALL SCHEDULE 4 Na 6" Yes 8d 3 , 12" 3 Pl -2 &1 2' 12" P2 -3 8d 3 P 12 II Yes Yes _ 2" Yes 3" Yes ALLOWABLE SHEAR Hem-Fir #2 # /Ft 125 2 10 310 400 525 800 t (i i - Gypsum m wallhciard one sine of wall P1 - 7/1o. A P r rategl Plywood or Orientated Strand Board (O.S.13.) on one side; of wall. I'2 - 7 /16 A P A. rated Plywood or Orientated Strand Board (0.S.13.) on each side of wail 2 For P I - , P1.2 and P2 -3 s1 ear walls use :Ix studs al adj inirig panel edges, at adjoining panel edges and mud siIls nailing shall l ; slur ,gored per footnote (1) of 1,l.C., table 2306.4.1 .1. Where plywood is installed on bath sides of wall plywood joints shall fall on separate studs each side. 4 Nails shall be 8d common. S Where plywood is 2 sines of wall, joints shall fall on separate studs each side. MI lentil edges backed with 2 -inch narnirial or wider framing Unless noted otherwise Install Panels either horizatttrtlly or 'vertically te)r pLywcuiil of A P A rated g rd,illring, gypsum shear walls shall be installed with the. sheets limning horizontally. sE Space nitil5 1 12 inches an center rr' intermediate suppoils. CITY 7. All anchor bolts shall he installed with garyanized plate washers. Refer to plan for size. J ; ,1 8 Refer to foundation plan for anchor bolt sale, spacing and snudsilllr•icn connections. CENP ) F TUI<W!LA J 2n 6,u0 r0Lev. • HOLDOWNS Denotes Simpson PHD6 w / (18) - 1/4" x 2-1/2" wood screws At : 014Z. I li g 11. W 2410 WWI* (2) - PT 6x6 post w/CB66 41!.. ren)PrATiop F41,14 • * ; ilto REVIEWED FOR CODE COMPLIANCE p connimmt) MAR 2 1 Z007 City Of Tkwjig BUILDING DIVISION RECEIVED CITY or 'F.: m 3 1 aiLl PERMIT CENTER t. 1.1 ;is I' • 5 pT OJFC T. �.--- . Crf#jECT - 7821 - E68th Ave. ReE1mcrc , WA 98052 (415; 747 -15CJJ PREPARED BY SU"BJECT- - - �.t i 4.l.Z. 7821 - I f+: th Ave. N.E. Redmond, WA. 93052 (4:25) 747.1500 PREPARED BY f 0' DATE PROJECT "`-` 574 1 s ti 4 51 141014. w / 1 : Alicl r444:1-9144 i ) -1 4:i14.1 0 r ) 1- 4 / 61/41- P f 2 f P 14.0" - . VqA wg. s ,,t , ii . f ' t-i 6erAdi `e M ar 701 - I6Sth Ave N . Recrril md, WA 98o5.2 (425) 747 -1500 r 7821 -16Rth Ave. 14.2 Redmond, wA 9805' (425) 74 7 -15{1t ST: BrFc .■..• 168t Ave. NJ, Redmond, WA 9805 (425; 747 -15CC PREPARED 3Y . '1$121 -163th N,E. R drnond, WA 98052 (425)747-1.500 -- - MITCHELL ENGINEERING EERIN INC. (2_ A 2" i Po4 f { ? ' f� 1 , A .14i.T ') I 6 c MTh 611- 7821 - :b3th Ave.. N.E. Redmond, WA 98052 (425) 7 47.150(1 jam ,; r (....1.2460.1 ;,:.�; ' ;. ; "ke:, " 'r EF PREPARED ' � � , , q {EET NU. OF c REP ARED BY ! RQ- E (., . �..... _ DATE . 1 '' StiBJE.0T . .�_ ;01 NO..., -, f MITCHELL ENGINEERING EEC INC. REVIEWED COMPLIANCE. CODE n prorolcn - 11AR 212007 13UILDItG DIVISION l'4"5d6 Pkg. f*A-1 fide >e% .94 Se-47,A-P- CLAArr 4 lac 2 g4 A.4 A 7h21 - 168th .axe. IY.E. Redmond. WA 98052 {425) 747 -] 500 ,;O or ]013!10. RECENECS r71; F Fyr 31 2 MITCHELL ENGINEERING F MITCHELL ENGINEERING . [40k46-4AIL, 4 PRI`'.PAREIJ BY DATE • • ;x, 40 ? r f PROTECT_ - ,�. f f SHEET `O. SUBJECT _ - 0440 '; .:EJECT '82: - :6/1.th A% .e, N. E. Red-110nd, WA 9BO52 ( 747 -1500 7K. • 68th Ave N.E. Redrr-niri. Wps,.'}EO52 (4'S) 747 150E +�I 1 !)M EET NC) 2 t7F PROJECT_ - `t7B � .„. IVIMITELL ENGINEERING IN PREPARED BY ....- --; DACE DATE br- 52 r — r+ i+�rw..i. a wry +4. - -' • .• w� 1• �rr.�+.+ri+�ir.�vr •w ti► 41, ',NA LL 1poA 1 (OcliD 1 mnicRELL E ERE T C i i4 • t. 14 f , 1 741 - / ) ALA 7 321 - 16 th Aye. N.E. Rcdnic:r.d, WA 98052 (425) 747 -1500 5 � /274 ,j057"/Jii44-2 dI / 2)f f f - Tny r+r r PRoJ: L t .~Jtr�) =; o. _ i 5I:3rECr__ - - :O}]. NO. — Redmond, WA 9a05. . S� -az_ 'id 7 - 1KGr f PR :JEc PREPARED l 'i {""`• ST-TEE :' :•rO. 9h SLBJF-C7. - JOB `JO). MITCHELL LL F INEERIN - I'' t PREPARED BY i r f l QA _ t4 1 fE 41 A :'ROsFCT 7 SHEET NO. 22 OF �.. JOB NO _ -- St.:BJECT .. _ 7821 - 168th Aye. N E. Redmond. WA 98052 (425) 74'7.1500 MITCHELL ENGINEERING I -- DATE,: T , x- 4 A Pte.,. -& . E , a PREPARED BY Q 1 d . PRo1;Wt:T_ • . _ SHEET Viz. 4>: 30B NO. cd r + f 4,6 7821 - 158± Ave. NE Redmond, WA 9E052 025; 747- :50C MITCHELL ENGINEERING INC PATH PREPARED BY PROjEC77.' ' 4'12 i a'7. 1..9 ! t f 1-1 . 1 ftibr - rR 21 - 16gt ;i A }c. N.E. Redmond, WA 98052 (425)747-1M SHEET Nt) � _ of SUBJECT JOB X14. ''..0 4467 - MITCHELL ENGINEERING INC • REVIEWED FOR CODE COMPLIANCE o prbetmcn MAR 2 2007 w -: El - City Of Tukwila BUILDING DIVISION I:'RUJ I CT iLa 7/4/11/./// SUBJ F,t'T 1,4 SAL '. 2 7 6 . I . 1, t }- (; 404:1 itts =1 7E1 - 16S hAve. N.G. It!Ammid- WA 9805.2 (425) 7 7.1500 S11E T. NO. 2 7 OF !OS NO. RECEIVED JAN 3 1 2007