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HomeMy WebLinkAboutPermit D06-375 - Main Residence - New HouseMAIN RESIDENCE 14203 56 AV S D06 -375 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: 3365900176 14203 56 AV S TUKW City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: httn: / /www.ci.tukwila.wa.us MAIN RESIDENCE 14203 56 AV S , TUKWILA WA WICKS GEORGIA M 341 PELLY AV N , RENTON WA 98055 Contact Person: Name: DAVE MAIN Address: 40305 302 AV SE , ENUMCLAW WA 98022 Phone: 206595 -6386 Contractor: Name: MAIN STREET BUILDERS LLC Address: 40305 302 AV SE , ENUMCLAW WA 98022 Phone: 360 825 -2599 Contractor License No: MAINSBL982P2 Value of Construction: $219,746.32 Type of Fire Protection: NONE Type of Construction: VB DEVELOPMENT PERMIT * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: 10/22/2008 Fees Collected: International Building Code Edition: Occupancy per IBC: Steven M. Mullet, Mayir D06 -375 12/19/2006 06/17/2007 Steve Lancaster, Director • • • DESCRIPTION OF WORK: CONSTRUCTION OF 2122 SF SFR WITH 440 ATTACHED GARAGE AND 288 SF OF COVERED DECK. PUBLIC WORMS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, SAN. SIDE SEWER, WATER MEth t W /SERVICE LINE, UNDERGROUNDING OF POWER, AND STREET USE FOR WORK IN THE PUBLIC RICHT OF WAY. PAVEMENT MITIGATION FEE MAY APPLY - TO BE DETERMINED IN THE FIELD $10,543.35 2003 22 • • doc: IBC -10/06 006 -375 Printed: 12 -19 -2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS• Y Water Main Extension: Water Meter: Permit Center Authorized Signature: Signature: Print Name: setthi>1 . VA btkn .1 doc: IBC -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: httn: //www.ci.tukwila.wa.us N Y Private: Public: II IJ,.A ilk t •SAi, Permit Number: DO6 -375 Issue Date: 12/19/2006 Permit Expires On: 06/17/2007 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 20 c.y. Fill 20 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Date: i2_11 , ,LI I hereby certify that I have read and 'Tf7 - permit and know the same to be true and correct. All provisions of law and ordinances governing this wo 'tat° plies er specified herein or not. The er g of ' s not presume to give authority to violate or cancel the provisions of any other state or local laws regulating eve ruction th ce of work. I am authorized to sign and obtain this development opment rmt Date: 11 S 0 Sr) Steven M. Mullet, Mayor Steve Lancaster, Director • • • • 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. • D06 -375 Printed: 12 -19 -2006 Parcel No.: 3365900176 Address: 14203 56 AV S TUICW Suite No: Applicant: MAIN RESIDENCE City of Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -433 -0179 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us WATER METER INFORMATION DESCRIPTION OF WORK: CONSTRUCTION OF 2122 SF SFR WITH 440 ATTACHED GARAGE AND 288 SF OF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, SAN. SIDE SEWER, WATER METER W/SERVICE LINE, UNDERGROUNDING OF POWER, AND STREET USE FOR WORK IN THE PUBLIC RIGHT OF WAY. • PAVEMENT MITIGATION FEE MAY APPLY - TO BE DETERMINED IN THE FIELD METER #1 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204t06 TOTAL WATER FEES: 55,248.00 Steven M. Mullet, Mayor James F. Morrow, P.E., Director Permit Number: D06 -375 Issue Date: 12/19/2006 Permit Expires On: 06/17/2007 METER #2 METER #3 • Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: 5600.00 50.00 50.00 Cascade Water Alliance (RCFC): Y $4,848.00 $0.00 $0.00 • • doc: WTRMTR 006-375 Printed: 12 -19 -2006 Parcel No.: 3365900176 Address: 19203 56 AV S TUKW Suite No: Tenant: MAIN RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D06 -375 Status: ISSUED Applied Date: 10/05/2006 Issue Date: 12/19/2006 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. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. • • 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 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. 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. 18: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. doc: Cond -10/06 D06 -375 Printed: 12 -19 -2006 19: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.cttukwila.wa.us • 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. • 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. • 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7nun). (IFC 505.1) 22: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. «PC 503.1, 508.1) 23: Maximum grade for all projects is 15 %. 24: Adequate ground ladder access to rescue windows shall be provided. 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 811. 11 you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. • 27: ** *PUBLIC WORKS DEPARTMENT CONDITIONS*** 28: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433-0179 of commencement and completion of work at least 24 hours in advance. 29: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 30: The City of Tukwila has an undergrounding ordinance requiring the power, teleconununications, and cable service lines be underground front the point of connection on the pole to the house. • 31: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 32: Any material spilled onto any street shall be cleaned up immediately. 33: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). • doc: Cond -10/06 006-375 Printed: 12 -19 -2006 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 34: A bond in the amount of 150% x cost of work within the public right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 35: 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. 36: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 20 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. * *continued on next page ** • • • • 006 -375 Printed: 12 -19 -2006 • The granting of this permit do constructi eperfo Signature: 4 Print Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Date: b1 • 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. s not presume to give authority to violate or cancel the provision of any other work or local laws regulating e of work. • • • • doc: Cond -10/06 006 -375 Printed: 12-19-2006 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci tkwi7a. wa. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION erl Site Address: i 116 Pato Tenant Name: /� Property Owners Name: 'AiVit a WIWI Mailing Address:4'010C no ' jJ s ei CONTACT PERSON Name: 31 .4 ^I Mailing Address: 4 C , 30L11 1 _ • Sit ✓ r-" E -Mail Address : &4 -1QA+\ p r►1Qtn- ' \I:46s.. torn GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) ) Company Name: bi&Pr11J 900.S r Ill t t.t>e- s. LL C_. Mailing Address: 40 -, 05 - SC7i = Att. 5.r. ►.jj r'nf l."1ni 14 1 /9 01.7 . /� City State Zip Contact Person: `� t V I in ` 4 t /� Day Telephone: ZO(- - S G- (r� 3`r�(n E - Mail Address:C) t.t ean e � W l lrs..)v O -k . :Va4.44. 7 (.0 Fax Number: �O fo .CC Contractor Registration Number: Y� , IU 1 5$t-q g r.n. Expiration Date: 10 \ttlt7(0 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: ---- 1‘1\05-- - V .- 1 7 4.4-1 0 \ *1 Mailing Address:FW( a9,tCC C Q:tApplicetimu\Fom - plicaums On Line t3- 3005 - Permit Appliwion.doc Rwised: 4-2006 w I�f�,er-C4rr 1 Company Name: A 4 .IY n t . • R.✓5 W TUKWILA w Building Permit No. X06-3 /11�106 -; al Pe,o4 -171 Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record or of ice use onl King Co Assessor's Tax No.: 3 910011 (.o Suite Number: Floor: i r-IfY0MC104. Q City New Tenant: ❑ Yes ❑..No V24 State Day Telephone: ZO& C ? (It 3 86 Eh„ov v3A ED I2- City State Zip Fax Number: 3 (9p"-p —63519 ei Zip —� ` L I to V 9 43 8 Contact Person art ,r4oY{ `` `1 Day Telephone: 7it b 0 E-Mail Address: Q&ll N C br0 \o4110>Ifin Wt AO S. t A✓ l Fax Number: Mailing Address: 1347- 7, — Sr V-t t -A'VA WOE 9bD3'3 Zt SatiA ♦ t� City ,., / State r Contact Person: 44*»1v1f.t f-00V'eXe %%.4 Day Telephone: 4z z eta ? j E -Mail Address: Fax Number: +Farb z.?- 2 677 Page 1 of 6 1 [BUILDING PERMIT INFORTION — 206- 431 -3670 41r Valuation of Project (contractor's bid price): $ 161. crpc Existing Building Valuation: $ Scope of Work (please provide detailed information): L 4 511te r- ,'r�rfslh V/C4- •• CAT 6e- Will there be new rack storage? ❑..Yes 1:53 ...No (If yes, a separate permit and plan submittal will be required) Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single-family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 1 3 5fo *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Vila Floor area for accessory dwelling: 'Provide documents ion that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: at Compact: Handicap: Will there be a change in use? ❑....Yes J..No If "yes", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: 0.. Sprinklers fl ..Automatic Fire Alarm ®:None ❑ -Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes 12C.No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. SEPTI SYSTEM- On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q Applicatiom\Poma- Applications On Lme \1 -2006 - Permit Application:dos Revised: 4-2006 6n Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 "Floor /54 2n Floor Wee A V 3` Floor Floors thru Basement Accessory Structure* Attached Garage 440 Detached Garage Attached Carport Detached Carport Covered Deck t 8 e Uncovered Deck [BUILDING PERMIT INFORTION — 206- 431 -3670 41r Valuation of Project (contractor's bid price): $ 161. crpc Existing Building Valuation: $ Scope of Work (please provide detailed information): L 4 511te r- ,'r�rfslh V/C4- •• CAT 6e- Will there be new rack storage? ❑..Yes 1:53 ...No (If yes, a separate permit and plan submittal will be required) Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single-family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 1 3 5fo *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Vila Floor area for accessory dwelling: 'Provide documents ion that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: at Compact: Handicap: Will there be a change in use? ❑....Yes J..No If "yes", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: 0.. Sprinklers fl ..Automatic Fire Alarm ®:None ❑ -Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes 12C.No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. SEPTI SYSTEM- On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q Applicatiom\Poma- Applications On Lme \1 -2006 - Permit Application:dos Revised: 4-2006 6n Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Work (please provide detailed information): 444it) t O tt. 41 SC- Gdt4ID6-v/C4 W ter District ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided fi ner District ...Tukwila ❑...ValVue 0 ...Sewer Use Certificate ❑...Sewer Availability Provided $_ u,ynitted with ADalication (mark boxes which anolv): ( ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) rotmsed Activities (mark boxes that anplv): .. .Right -of -way Use - Nonprofit for less than 72 hours ❑.. f ..Right -of -way Use - No Disturbance �, �J. ..Constraction/Excavation/Fill- Right-of -way ✓ Non Right -of -way Ne Total Cut JJ ...Total Fill •�/�...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ Frontage Improvements .Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards If Q:IApplictionsWotns-Applicanons On tined -2006 - Permit Applicanon.dpc Revised: 4-2006 en Call before you Dig: 1400- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Abandon Septic Tank I Curb Cut Pavement Cut ❑ .. Looped Fire Line gCpermanent Water Meter Size... " t-) o4' 5 4°C 4. ❑ ...Temporar Water Meter Size.. ❑ ...Water Only Meter Size El -.Sewer Main Extension Public ❑ ...Water Main Extension Public Private __ Private ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle ❑ .. Approved Septic Plans Provided ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ Work in Flood Zone Storm Drainage ❑ .. Grease Interceptor ❑ hannelization W Trench Excavation Utility Undergrounding ❑ ...Deduct Water Meter Size ........ FINANCE INFORMATION Fire Line Size at Property Line • Water Sewer Monthly Service Billing to: Name: VlAtukR44 .4 1410k1 Mailing Address: 4014)e "3 s Ante- 4 Water Meter Refund/Billing: 2t Name: M &newt Number of Public Fire Hydrant(s) ❑...Sewage Treatment Day Telephone: tine S Z fa34rna.1.4 u.A 9807. City State Zip Day Telephone: Mailing Address: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU ' Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct i Thermostat t 15-30 HP/1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove , 30 -50 HP /1,750,000 BTU Appliance Vent le Hood and Duct ( Water Heater 1 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator— Comm/Ind Other Mechanical • Equipment MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: A'w'.3 Y W- CC�1\-✓O Mailing Address: I5% SO. ceq- cf.s.- 9r w tri a Cuv'C Contractor Registration ber: At.t. v IA- tM_0045 Q Contact Person: E -Mail Address : Use: Residential: New....jtf Replacement....❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Tvpe: Electric ❑ Gas ...X Other: Indicate type of mechanical work being installed and the quantity below: Q.lApplimiautFoms- Applications On LineU -2006 - Permit Application doc Revised 4-2006 bb - 17ortionn 'or Expiration Date: ■ Gs 8S City Day Telephone: 2f- 77C' -7-40 1 Fax Number: State Zip Valuation of Project (contractor's bid price): $ GIPS Scope of Work (please provide detailed information): \TIPS 11C. *,_O *QiakL.VC ° cr \> 4 : 2 1 0 4.% . r 44 :4:1 1 ‘‘ A I Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Z Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic t Floor drain Sinks Dental unit, cuspidor Shower, single head trap 1 Urinals Dishwasher, domestic, with independent drain 1 Lavatory l Water Closet 3 Building sewer or trailer park sewer 1 Rain water system — per drain (inside building) Water heater and/or vent Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Additional medical gas inlets/outlets — six or more PLUMBING AND GAS PIPING PERMIT INFORMATION - 206-431-3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: t/Y f liattAi7�`^'18 %n01 Mailing Address: (4 C i n tdd Ave- Contact Person: nee. 1 / 4 -4 7 " E -Mail Address: 2, -^ Contractor Registration Number: 1/r 1OIN W' 0WW1 Valuation of Project (contractor's bid price): $ ltd Scope of Work (please provide detailed information): t. t 1/444 ' 1G4 Wine" Q:Upplicaticn$Womu- Applications 011 LineU- 2006 - Pemul Application.doc Revised: 4-2006 bb Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quan ity below: "J �Q.\\tx� vSlle Z Ci State Z Day Telephone: Z5 - Z/4 1 : 1 0 Fax Number: ` �r Expiration Date: C Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF . .. . WS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. Signature: ZED AGENT: Print Name7714-tt v V P I,Lj -t vY Q tAppliatiau\Fomm- Applications On LineU -2006 - Pe,mit Applicetion.doc Revised. 4-2006 bb Date: A d it Day Telephone: 7.06 b! Mailing Address: €> ' jn7 itinv, s.a — 4orac a "Ooaz, City State Zip I Date Application Accepted: Date Applications xpires: D v a 5/07 Staff Initials: 1 Page 6 of 6 Receipt No.: R07 -00981 Payee: DAVE MAIN ACCOUNT ITEM LIST: Description PW PAVEMENT MITIGATION City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 3365900176 Permit Number: D06 -375 Address: 14203 56 AV S TUKW Status: ISSUED Suite No: Applied Date: 10/05/2006 Applicant: MAIN RESIDENCE Issue Date: 12/19/2006 Initials: LAW Payment Date: 05/31/2007 12:07 PM User ID: 1632 Balance: 50.00 TRANSACTION LIST: Type Method Description Amount Payment Cash 247.50 Account Code Current Pmts 000/344.101 247.50 Total: $247.50 Payment Amount: $247.50 8788 06/01 9716 TOTAL 247.50 doc: Receipt - 06 Printed: 05-31 -2007 Receipt No.: R07 -00245 ACCOUNT ITEM LIST: Description Payee: MAIN STREEET BUILDERS, LLC BUILDING INVESTIGATION City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 3365900176 Permit Number: D06 -375 Address: 14203 56 AV S TUKW Status: ISSUED Suite No: Applied Date: 10/05/2006 Applicant: MAIN RESIDENCE Issue Date: 12/19/2006 Initials: SB Payment Date: 02/16/2007 03:56 PM User ID: 1670 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 7274 58.00 Account Code Current Pmts 000/322.800 58.00 Total: 558.00 Payment Amount: $58.00 3073 32/21 '716 TOTAL A_ dnr Rernint -OR Printed. 112-16 -2007 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3365900176 Address 14203 56 AV S TUKW Suite No: Applicant: MAIN RESIDENCE RECEIPT Receipt No.: R06 -01576 Payment Amount: 1,930.11 Initials: LAW Payment Date: 10/05/2006 02:44 PM User ID: 1632 Balance: $2,407.28 Payee: MAIN STREET BUILDERS LLC TRANSACTION UST: Type Method Description Amount Payment Check 3001 1,930.11 ACCOUNT ITEM LIST: Description Current Pmts doc: Receipt PLAN CHECK - NONRES PW BASE APPLICATION FEE PW PLAN REVIEW Account Code 000/345.830 000/322.100 000/345.830 Permit Number: D06 -375 Status: PENDING Applied Date: 10/05/2006 Issue Date: 1,342.11 250.00 338.00 Total: 1,930.11 0445 10/05 9716 TOTAL 2038.00 Printed: 10 -05 -2006 RECEIPT NO: R06 -01982 Initials: User ID: Payee: SET ID: Doc: RECSETS - 08 JEM 1632 MAIN STREET BUILDERS, INC. 1208 SET TRANSACTIONS: Set Member Amount 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: htIp : /ww,v.ci.tukwila.wa.ur D06 -375 8,613.24 M06 -221 175.56 PG06 -177 333.50 TOTAL: 9,122.30 TRANSACTION LIST: Type Met hod Description Payment Check 3093 ACCOUNT ITEM LIST: Description BUILDING - RES CASCADE WATER ALLIANCE GAS - RES MECHANICAL - RES PLAN CHECK - NONRES PLAN CHECK - RES PLAN CHECK - WATER METER PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES WATER CONNECTION WATER INSPECTION FEE SET RECEIPT TOTAL: 000/322.100 401/386.550 000/322.100 000/322.100 000/345.830 000/345.830 000/345.830 000/322.100 000/342.400 000/342.400 000/386.904 104.367.120 401/379.002 401/342.400 Payment Date: 12 /19/2006 Total Payment: 9,122.30 SET NAME: MAIN RESIDENCE Amount 9,122.30 9,122.30 Account Code Current Pmts 547.17 4,648.00 88.00 175.56 - 107.89 1,457.50 10.00 238.00 23.50 162.50 4.50 1,285.46 60.00 15.00 Doc: RECSETS-06 City of Tukwila Department o f Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: hrtp: / /www.ci.tukwila.wa.us WATER INSTALLATION (DEP) WATER TURN -ON FEE 401/386.520 401/343.405 TOTAL: 490.00 25.00 9,122.30 Project: Type of Iuspecti n: Address: IyZO3 5 6 Ate S Date Called: Special Instructions: Date Wanted: C9--z0 o`J p•� Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. i PER N 06)431 -3670 ❑ Corrections required prior to approval. COMMENTS: - Pe ryvirf Cl \E-}e (ii k o ct A Jo. L : Dat � Z t7 -do- 558.00 RpNSPgCC \ION FEE RE UIRED. Prior to inspection, fee must be paid at 63000 Sou center Blvd., Suite 100. Call to sechedule reinspectioti. Receipt No.: Date: Project: 4.1 -t Type of Inspection: X702 r ,D Address: /�/� — ,•5� A so Date Called: Special Instructions: , Date Wanted: Requester: Phone No: / ma y / � 7.4e 5 -?c -- /f /�� /C Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. pct Corrections required prior to approval. COMMENTS: /) 4r, 1/ i /o sea/ 1 /27,0 2.) rose, e�h < V S /-rat .4 C c" ' a 7 E $58 REINSPECTIONI REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: `Date: Project: /Q ,!� /5 Type of Inspection: /Zct0!'�f 'Al /ALS - - Address: /yZ Of S io Ala S Date Called: , Special Instructions: Date Wanted: J Z 5 U 7 a. m. m Requester: Phone No: — S -----. X3(56 IN SEION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 COMMENTS: /vn^5 / 7A'tA -t /C c ( Date'_ 3 - z7 —fl 00 REINSPECTION 4E REQUIRED. Prior o inspection. fee must be Id at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: (Date: Approved per applicable codes. [3 Corrections required prior to approval. NO. (206 31-3670 Project: ` L . i --_,_ i�.. Type of Inspection: - v .i ii Address: /t12-0', -,c /4-,J 5 Date Called: Special Instructions: Date Wanted: - .3-2907 a.r�1. �� Requester: Phone No: 5fl- 19 INSPECTION RECORD Retain a copy with permit IN CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 pproved per applicable codes. Corrections required prior to approval. COMMENTS: Date: ? 10,_ $58.00 REINS:, ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: J Project: ten A1NI 'Res. Type of Inspection: LUAU INS Address: I Wit, tail S Date Called: Special Instructions: Date Wanted: a. - S — Z I — b 7 P.m. Requester: Phone No: 2 (D(., -G3 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. OMMENTS: r 2" --0 LI $58.0d'7CEINSPECTION FEE R�QUIREI�. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: INSPECTION RECORD Retain a copy with permit PER (206)431.3 j7 Date: Project: Type of Inspection: .-5,0 V 440. IC-frre4.41, Address I2n3 Ao S Date Called: Special Instructions: Date Wanted: / 3-i / �i - ,� e:�, 6:,7 P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSP ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 {36 Ap proved per applicable codes. n Corrections required prior to approval. COMMENTS: $58.00 YIPY SPECTION F , REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: Date: Project: Mu. S■> Type of Inspection: Y0 9 ,r.e. .� &- / 4 Address: An d2 3—S6 .6, 4 Date Called: Special Instructions: Date Wanted: hr2 1967 4 /9 (v c„l44 -s 9 m) 6 f — /agY fp-,.SS J %,h /C ,4 / �� 7 N .m. Requester: Phone No: -, 5 C:6386 COMMENTS:`) , // b A � ) / g b Tv, c)L- it /a i u/ c,4,, &- / 4 ,,,: / i Ql-L 1, pl � LI /) H /i.�.“ / (,_ !1`ctem, i •� `,,i J hr2 1967 4 /9 (v c„l44 -s 9 Si T, -,�. 66L /..7„ .11,S -, 6 f — /agY fp-,.SS J %,h /C ,4 g oo v4 n,� Al /4 elI�z 5 zet Inspector Date: 9 /t `e NSPE TIO FEE REQ IU RED. Prior to inspection, fee must be Southcenter Blvd., Suite 100. Call to sechedule reinspection. $58. E paid at 6300 Receipt No.: Date: /0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4t100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. Corrections required prior to approval. Project: �/ A b tin Type of Inspection: Mot r l- S Address: u > �� y am / / 1 12r - CV /F1I Date Called: ' Special Instructions: "Date Wanted: -V " 7 a.m Requester. Phone No: 'Inspector: Date: / INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 SouthcenterBlvd., #100, Tukwila, WA 98188 fitif Approved per applicable codes. COMMENTS: L- INSPECTION RECORD Retain a copy with permit (206)431 -367 El Corrections required prior to approval. EJ $58.00 REINSPECTION (EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Project: _ l / '&i /Y/'S. Type of Inspection: SA /4 'V- / / /f/, -i / %i/ Address: /5/263 TG A4. S Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: UGC -.5 - 6 3 83 INSPECSI (NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: p f� Aeci. 6K ; o C f!� (spec $ 8.00 REINSPECTION F REQUIRED. 'or to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Date: /.� 2-- 2 d- C____Z INSPECTION RECORD Retain a copy with permit (20•)431.3 0 Corrections required prior to approval. Project: MA / 4. 1 /r Type of Inspection: , Gt/A // S /h' 1/ Address: /9 2 o3 SC* A„ S Date Called: Special Instructions: Date Wanted: g - .2 a vm` ' equester: Phone No: aotc- 595- 6 ?c5( INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Date , -)dfd77 Receipt No.: Date: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3 Corrections required prior to approval. 58.00 REINSPECTION'fEE REQUI D. Prior to inspection, fee must be paid at 6300 Southcent r Blvd., Re 100. Call to sechedule reinspection. j , 7 Project: /f M/1 ri/I &I) -s- Type of Inspection: / - - Q j 00 f-..S .04 lntev 5 - Address: /92(13 s< AU 5 Date Called: Special Instructions: Date Wanted: 2 - 2G-o "7 a.m. e Requester: Phone No: (5V , s s &.3(9( INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit (20. 431-36 Corrections required prior to approval. N 58.00 REINSPECTION FEET REQUIR to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: IDate: Project: ry , 4 rtde s K r rcr r Type of spection: `� \ 1 C) 2.�� `; 9/JNP V A res ; D,? SG -94/ S Date Called: Special Instructions: Date Wanted: —5 - 0 7 eW a.m. Requester: Phone No: cod -- 59S x..16 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit A%/ r r.. .��1, 7� ,Z,t-n6 h 00 vhj• jr) L JIj/JU ' Date 07 g $58.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Project: � Grk7 Type of Inspection: C •ii ,1 4 iel Address: J �� -t56/t ' c Date Ca ed: ^ Special Instructions: Date Wanted: a.m. 7r/ -07 Requeys�t�r /1 `_,� V Yc /i n Phone No: 7. — S -6* 3f34 INSP CITY OF TUKWILA BUILDING DIVISION 6300 Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit /X -375 COMMENTS: z 3 - Z.) y J40, 7_1- 5 U 1 /41c,r<.1i /as- J 70, 5 /KM- :' q El Approved per applicable codes. Corrections required prior to approval. ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: . Project: fli4' / /Rfi5 - Type of I i , p eO Tny v r � i Address: /472 SOM' S Date Called: Special Instructions: Date Wanted: /— e a.m. (p.n.s Req uester: Phone No: asi -ozs -o6il9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 roved per applicable codes. 0 REINSPECTION FE REQUIRED. at 6300 Southcenter Blvd., Suite 1 1)0 37$ PE 206)431 -3 Corrections required prior to approval. 7 COMMENTS: ibr to inspection, fee must be . Call to sechedule reinspection. Receipt No.: 'Date: Project: /27i1'AJ RCS • Type of Inspection: Foci /NG /)Dn/eVN A iz/ Z o 3, 5/ (' a v S Date Called: Special Instructions: Date Wanted: a. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSP' TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERM (206)431 -36 Corrections required prior to approval. Ir. COMMENTS: O - sI fide - Ov/t — 4fl .ove c - / rat/e 0 7 .00 REINSPECTION.FEE REQUIRED/140r to inspection, fee must be id at 6300 Southcenter Blvd., %tte 100. Call to sechedule reinspection. (Receipt No.: 'Date: Project: / A, / ?-°c. Type of Inspection: / & Ater /.u+ -u Address: ivao3 SG /III 5 Date Called: Special Instructions: Date Wanted: rim„ /..- y va p.m. Requester: Phone No: $ P roved per applicable codes. Corrections required prior to approval. COMMENTS: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Date: (206)431.367 DateJ t /, 8.00 REINSPECTION FEE REQ(JIkED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd. Suite 100. Call to sechedule reinspection. Receipt No.: Project: /uu,'y. Type of Inspection: 7n/ °�',4 V Address: �-/ ,( Date Called: Special Instructions: r Date Wanted: 9 -2- a.m P.m. Requester: Phone No 2c67 5 - 95 - - 63 INSPECTION RECORD Retain a copy with permit INSPECTI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: j( EJ $58 ' INSPECT! cQ( FEE REQIfRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: a/ 15• 47,9i / 's Type of Inspection: /' r ('O NJ / /7 /A7l. O t/ » Address: / ...<6 49 5 Date Called: Special Instructions: Date Wanted: Ca.nt: / 2 /2 O/0 P.m. Requester: D n9-vc Phone No: 2oG- 5i5 - - -' Approved per applicable codes. Corrections required prior to approval. COM ENTS: INSPECTION RECORD etain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Date: /2 -7 4— 00 REINSPECTION F1EE REQUIRED. Py(o to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: 4 COMMENTS: Type of Inspection: p Address: ' ! //740 'M i'11" c/3i107 ci h wetA Special Instrucfions: :PO Date Wanted: / '7 /�! UG a.m. P.m. Request f �: ( k( GCS l r, r r Phone o: A r . it t / if +r 57'»/17 A-,t^...v 4 Lb.-, n(C TL 4.P -L,e / Irv0 (5 44i) Project:' /r'1 /''�"�,� °- Type of Inspection: p Address: ' ! //740 'M i'11" Date Called: Special Instrucfions: :PO Date Wanted: / '7 /�! UG a.m. P.m. Request f �: ( k( GCS l Phone o: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. El Corrections required prior to approval. Inspector: /' A / (Date 510 0 $58.00 REINSPECIIQN FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: IDate: COMMENTS: Re Type of Inspection: 1WaterJihe 5,47 cxrcW o Brie A i et i -"CMA ��. r )T ("o.f»#1 / A �d Special Instructions: r J , `-- ac %4 l' ,i a >t�C -P1, Phone No: Dale 253 - 311 -456$ Project: Main Re Type of Inspection: 1WaterJihe Address: S6 Ave 5 Date Called: 2 —I 4 —Di Special Instructions: Date Wanted: 15 07 J te , m � Requester: Jennifer 263 - 735 -0911 Phone No: Dale 253 - 311 -456$ kV wig INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit D -37 PERMIT NO. ❑ Corrections required prior to approval. Inspector: Date: 317/07 $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: , ate Type of Inspection: tom Addr s � "s: / 920 5 Air .3 Date Called: 0//a 576 Special Instructions: /0. vQ 6 /'r1 I 74C> c75 4 917 Date Wanted: am. v/ /26 r /v Requester: 5/Y/ Phon 3- 0) siS'-3Y3C7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 516.375 PERMIT NO. Corrections required prior to approval. COMMENTS: I119)6 61u-btu cr /frt Si i vlh J am ► /) /. I 7a Iuc4 (- 3(7 -(,c,,, /'•-. () Or Inspector: Receipt No.: 'Date: Date: /4 ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Project: Res. Type of Inspection: 55 5 J Z A Address: 4203 56 Ave s Date Called: I —13 -07 Special Instructions: Date Wanted: I — 24 -O7 m. E. Requester: . h A W n Phone No: 253- 255 -34436 , Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 006 -375 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: t{j b CO a Sri—Lt Z „ P u` J 7-D I! -1 Inspector: (iid 'Date. V2)162 $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: mm i n Re<,P, Sprinklers: Type of Inspection: Girt. AIN ri-1 ; n Address: it/z,0 ) (4, 4J. Suite #: S. Contact Person: Special Instructions: Pre -Fire: Phone No.: ZoC- S56 C 3 Pc Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: Permits: Occupancy Type: 2 INSPECTION NUMBER F -' Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 .0C. - 375 ,toc -077 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 n Corrections required prior to approval. COMMENTS: P;rl... r .-t a PG - i4kijc oM 1lyr)17 �L U Inspector: Scv 51 Date: C/2 a/A 7 Hrs.: 1 4 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from { he C of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 N4IL. (DS) DENOTES DOPAISPOUT LOCA1IQ S b t'. t 1.;' SITE PLAN '0 10 zo 69' *1 10' REAR SE1BACK N47E� SILT FENCES TO BE PROVIDED AT NI DOWNS1REN4 AREAS - NO laCEPOONS ASPHALT ACCESS TRACT • N 40305 302ND AVE SE ENUMCLAW WA 98022 380.8252599 kno 114 CONS1RUC1NIN ACCESS TO BE 12'x20' OF 4' -6• QUARRY SPAS DASHED LINE REPRESENTS ROOF OVERHANG, DOUBLE UNE REPRESENTS WALL UNE, 1W. POWER n NECT TO ■ of CONCRETE PAO TUKWILA, WASHINGTON 20' FRONT SETBACK 5 SIDE YARD SL1BAQ( SANITARY SEWER HOOK -UP x.95 GAS UTILITY HOOK -UP CIT1�OFTUKWl1A OCT 0 5 2006 PERMIT IMPERVIOUS SURFACES F DRIVEWAY: NOOP: 232 S.F. WALXS: 25 S.F. ROOF: 1956 S.F. TOTAL: 2590 S.F. LOT AREA = 6500 S.F. T COVERAGE = 39.8% pole 3 L04 -074 P 91206 I M-1 II'_` II'IILill3 i�lll�lf 41'Ilf I�IIIIlIlI5 II1�1�111�1�i�6 2 Inch 1/18 I I. I _. S(nee 18721 z y i g'tti 5IL• b6 E6 Z6 (.(. 06,�;'�; I6 -'a` 8 L 9 5 ".::.:-4 E Z 4 W� ' IIU- Illllllllnilllnllllnlinllnlulu' Illiiilullllnillal�l. lllllfll�lliiilil�llllilllllillliillilillllll�lilllillliiiililillfl�llllli���illlllillll ►I se plans have been reviewed by the Public •ks Department for conformance with current standards. Acceptance is subject to errors and >sions which do not 'authorize violations of aed standards or ordinances. The responsibility the adequacy of the design rests totally with the ;ner. Additions, deletions or revisions to these' 'ings after this date will void this acceptance will require a resubmittal of revised drawings ubsequent approval. I acceptance is subject to field inspection by ?ublic Works utilities inspector. By. CITYOF iiKwlLA INCOMPLETE OCT 18 ?I1n i LTR# PERMIT C NTEf t')fJ n ��� NOTE., NOTE: (DS) DENOTES DOWNSPOUT LOCATIONS`' DRAIN W AIDE OF SPLASH BLOCKS. SILT FENCES TO BE PROVIDED AT ALL CONSTRUCTION ACCESS TO BE 12'x20' OF • AWAY FROM STRUCTURE AS NOTED • DOWNSTREAM AREAS - NO EXCEPTIONS 4" -6' QUARRY SPALLS WITH DIRECTIONAL ARROWS 4'x4'x4' DRYWELL PER DETAIL THIS PAGE CRAWL SPACE DRAIN. DASHED LINE REPRESENTS SLOPE GRADE TOWARD DRAIN ROOF OVERHANG, DOUBLE CONNECT TO DRYWELL LINE REPRESENTS ASPHAL ACCESS TRACT WAIL LINE, TYP. 204.02' — $T,97' P01� CONNECT, TO 196' \ S 89'51 " W VAULT 56TH AVE 20' FRONT SETBACK .\ o `V S \ \ 5' SIDE YARD SETBACK — -- — — SA \ CJ 0 \ of LO I b �. rvcl \ I I \ I Z SANITARY SEWER rte- ©I 1 \ 31 • — •I I HOOK -UP — NI ROPOSEa.. —� -T� 0 0l ESIDENCE\ I _ — _ _ z 11 N 88T33" 00. S-20 F DAT 205NAl0N D' Ni C t FlNISHl •GRADE 7 TI I EL 203.59 GAS UTILITY HOOK -UP 202 oT DS - — — — ac c CONCRETE PQO � 04' -i% fo s \ HUM FABRIC ALL SDES FROM FFOMI�NG TOP AND OMM OF Wffl Ld I a " \ ' -0 36' -0" at CRAWL DUNS a 20I.W t ar d I \ °i 206' a.2M.DD fo L-- - - - --1 Fin a 19m th N. 89'51'59" E 6= �,ob1N� +'-�' D t 209,3 8,69' D'.63 DRMELL DETAIL 10' REAR SETBACK Y\ SITE PLAN �206 4' FY'E TD DRYNfl1 4• �NlMlola PEW M MM WA CMR �DRNN we wr MUM m+ncr m oRrrtu mml 0 10' 20' 40' SCALE: 1" ='20' DRAIN DETAIL MAIN STREET BUILDERS SHORT PLAT NO. L04 -074 DA'F 9.12.06 REV.: 10.17.06 40305 302ND AVE BE ENUMCLAW WA 98022 360.825.2599 �pI p TU KV Y I L A, WASHINGTON M-1 II'_` II'IILill3 i�lll�lf 41'Ilf I�IIIIlIlI5 II1�1�111�1�i�6 2 Inch 1/18 I I. I _. S(nee 18721 z y i g'tti 5IL• b6 E6 Z6 (.(. 06,�;'�; I6 -'a` 8 L 9 5 ".::.:-4 E Z 4 W� ' IIU- Illllllllnilllnllllnlinllnlulu' Illiiilullllnillal�l. lllllfll�lliiilil�llllilllllillliillilillllll�lilllillliiiililillfl�llllli���illlllillll ►I se plans have been reviewed by the Public •ks Department for conformance with current standards. Acceptance is subject to errors and >sions which do not 'authorize violations of aed standards or ordinances. The responsibility the adequacy of the design rests totally with the ;ner. Additions, deletions or revisions to these' 'ings after this date will void this acceptance will require a resubmittal of revised drawings ubsequent approval. I acceptance is subject to field inspection by ?ublic Works utilities inspector. By. CITYOF iiKwlLA INCOMPLETE OCT 18 ?I1n i LTR# PERMIT C NTEf t')fJ n ��� 14 ue el 07:00 MAIN W tU) III t�IL0ER5, LLC +QCbU2 223608256355 5 79 03- 21 -'07 17:51 FRII-ASHCON. INC. •4258222679 ADD 0) RECEWED c.L$ S MAR 2 9 2007 sZO tia ew • ss AS S�kaN. D ARTi EW .I G001'n014 i6 ACG 11 tt • 4 T-816 P. 002/002 P. 001 P001/001 F -068 • w••- Inn San- ta resew 2ao Res. Q. t V t l�• WA eel « MAIN STREET BUILDERS FOUND. &FLOOR 40305 302ND AVE SE ENUMCLAW WA 98022 380a252 FRAMING PLANS J 4F1 MAIN STREET BUILDERS' PAGE GI LATERAL STRUCTURAL COMPUTATIONS rL$ con pr-rat No. FOR THE v 1y''CANA) P' CLIENT: MAIN STREET BUILDERS INDEX TO COMPUTATIONS: THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE SITE OR SOILS CONDITIONS. C �� KWILA OCT 0 5 2006 pEMTCEMTER JOB:MAIN ST.BUILDERS BY: R.B./M.K/B.KH DATE:09 /05/06 REVIEWED FOR CODE COMPLIANCE A nnonvcq DEC - 7 2006 r BASIS FOR DESIGN: I Ci Of Tukwila BUILDING DIVISION CODE:INTERNATIONAL BUILDING CODE(2003 EDITION) WIND: j MPH, EXPOSURE "6" SEISMIC:Ss =1.50, S1= 0.50(SITE CLASS "D ") ROOF SNOW: 25PSF GENERAL 01 LATERAL LI -L11 GRAVITY B 1 -B6 iris; Dcif -- S15 Achcon Consulting Enrineers 1312 s.a Far(05$22 %679 d , r, X3 3 L LATERAL (K9 so Ulmer Floor )y 1'4 Main Floor X 5 JOB: MA1)0 7- J,3U DATE: o 9/ O 6 194 \ Basement A/ >A Ps= )1WPs30 for h 30 (F3LB)% 1:0 1W =1.0 P 30 obtained from table 1609.62.1 and applied for figure 1609.62.1(S5mph 3.sec. gust exp. B). ROOF PITCH = 6 ;) Z MIN.PRESSURE= 12.1) s F HORIZONTAL PRESSURE Kr- 1 y A —fq.N B=2 C um/ D= 74 STRUCTURAL DESIGN 294 74 SIMPLIFIED DESIGN WIND PRESSURE S 1809.5210) SflJ G (YAW WINDFORCE�IESISTDiG BYS'ia� p B M A Continued 2003 INTERNATIONAL BUILDING CODER lib 9 -- - - -- -- -- -- - - -..r -•. ZONES Notbonhl Plenum Vort al Plenum A E C 0 E F G N t5 0to 5° Flu 1 113 -5.9 7.6 -33 -13.8 -7.8 -9.6 -6.1 -19.3 -15.1 10° 2 1 12.9 -3.4 11.6 -3.1 - 13.8 -8.4 -9.6 -63 -19.3 -15.1 15° 3 1 14.4 41 9.6 -2.7 -13.8 -9.0 -9.6 -6.9 -19.3 -15.1 { ` 1 73 f 4 1 ' IV _ 10,6 -23 -13.8 AS -9.6 -7.3 -19.3 -15.1 6 1 14.4 23 10.4 2.4 6A -2.4 -8.7 -4.7 -4.6 -0.7 -7.0 -3.0 -11.9 - -10.1 - 30°6145* 7b12 I 2 129 123 8.8 88 102 102 7.0 7.0 1.0 S.0 -7.8 -3.9 43 43 4.7 -2-8 -43 -43 -5.2 -5.2 90 Om5° Plat 1 121 -6.7 83 4.0 -15.4 -61 -103 -6.8 -21.6 -16.9 10• 2 1 143 40 9.6 -33 -15.4 44 -10.7 -72 -21.6 -16.9 15° 3 1 16.1 -3.4 103 -3.0 -15.4 -10.1 -10.7 -7.7 -21.6 -16.9 20 4 1 171 -4.7 11.9 -2.6 -15.4 -10.7 40.7 -1.l -21.6 -16.9 25° 6 I 2 16.1 - 2.6 - 11.7 - 23 - -7.2 -2.7 -9.8 -5.3 -52 -0.7 -7.8 -3.4 -13.3 - -11.4 - 30° 0145 7 m 12 1 2 144 14.4 9.9 9.9 11.5 113 7.9 7.9 1.1 5.6 6.8 . 43 0.4 4.8 - 73 -3.1 -5.1 -5.1 -5.8 -5.8 100 0m? Plat 1 15.9 -8.2 103 4.9 -19.1 -10.8 -133 4.4 -26.7 -20.9 10° 2 1 17.9 -7.4 11.9 -4.3 -19.1 -11.6 -13.3 -8.9 -26.7 - -20.9 15' 3 1 - 19.9 - 6.6' - 133 -31 - -19.1 -12.4 -13.3 -93 -26.7 -20.9 20 _ 4 5 22.0 - s.$ Mk -19.1 -133 -133 -10.1 -26.7 -20.9 29 6 I. t`9 32 14.4 33 -8.8 -3.4 -12.0 -6.6 4.4 -0.9 9.7 -42 463 44.0 30° m 45° 70,12 1 2 17.8 17.8 - 122 121 142 14.2 9.8 91 1.4 6.9 -101 -5.3 03 5.9 -9.3 -3.8 -6.3 63 -7.2 -7.2 110 0105° Plu 1 19.2 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 10° 2 1 216 -9.0 14.4 -52 -23.1 -14.1 -16.0 -10.8 -32.3 -25.3 15° 3 1 24.1 4.0 16.0 -4.6 -23.1 -15.1 -16.0 -113 -323 -253 20° 4 1 26.6 -7D 17.7 -3.9 -23.1 -16.0 -16.0 -12.2 -323 -253 25° 6 1 2 24.1 3.9 - 174 - ' 4.0 - -10.7 -4.1 -14.6 -7.9 -7.7 -1.1 -11.7 -5.1 -19.9 - -17.0 - 3099 45 7m 12 1 2 , 21.6 216 14.8 14.8 173 172 11.8 11.8 1.7 83 - 13.1 -63 0.6 72 1113 -4.6 - 7.6 -7.6 - 8.7 -8.7 120 0b5° Plat 1 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -38.4 -30.1 10° 2 1 23.8 - 10.7 17.1 62 - 27.4 - 16.8 - 19.1 - 12.9 - 38.4 - 30.1 15° 3 1 28.7 -93 19.1 -5.4 -27.4 -17.9 -19.1 -13.7 -38.4 -30.1 20" 4 1 31.6 -83 21.1 -4.6 -274 -19.1 49.1 -14.5 -38.4 -30.1 25° 6 1 2 28.6 - 46 - 20.7 - 4.7 - -12.7 41 -173 -94 -9.2 -13 -13.9 -6.0 -23.7 - -312 - 30° m 45' 7 b 12 1 2 25.7 23.7 17.6 17.6 20.4 20.4 14.0 14.0 2.0 9.9 45.6 -7.7 0.7 1.6 -13.4 -5.5 -9.0 AA -10.3 -10.3 U0 0 b 5° Flu 1 261 -13.9 171 42 -32.2 - 183 -21.4 - 142 -45.1 -353 10° 2 1 30.2 - 125 20.1 -7.3 -32.2 -19.7 -224 - 15.1 -45.1 -353 15° 3 1 333 -11.2 22.4 6.4 -322 -21.0 -224 -16.1 - -45.1 -353. 20° 4 1 37.1 -93 20.7 34 -322 - 224 -22.4 -17.0 -45.1 -313 25° 6 I 2 336 - 5.4 - 243 - 53 - -14.9 -5.7 -20.4 -11.1 -10.8 -13 -16.4 -7.1 -27.8 - -23.7 - 30° m 45° 7 m 12 1 2 30.1 30.1 206 20.6 24.0 24.0 16.5 163 23 11.6 -18.3 AA 0.8 10.0 -15.7 -6.4 -10.6 40.6 -12.1 -12.1 STRUCTURAL DESIGN 294 74 SIMPLIFIED DESIGN WIND PRESSURE S 1809.5210) SflJ G (YAW WINDFORCE�IESISTDiG BYS'ia� p B M A Continued 2003 INTERNATIONAL BUILDING CODER STRUCTURAL DESIGN Ent tan }) sr, L 34 ) t FIGURE 1809.821 MAIN WINDFORCE LOADING DIAGRAM Longitudinal Em For SI: 1 foot = 304.8 tom, 1 degree = 0.0174 rad. Notes: 1. Pressures are applied to the horizontal and venial projections for Exposure B. at h = 30 feet, for fw 1.0. Adjust to other exposures and heights with adjustment factor X. 2. The load patters shown shall be applied to each comer of the building in turn as the reference comer. 3. For the design of the longitudinal MWFRS, use 8 = 0°, and locate the Zone E/F, G/11 boundary at the mid - length of the building. 4. Load Casa 1 and 2 must be checked for 25° <8 545 °. Load Case 2 at 25° is provided only for interpolation between 25° to 30°. 5. Plus and minus signs signify pKesums axing toward and away from the projected surfaces, respectively. 6. Fa roof slopes other than those shown, linear interpolation is permitted. 7. The total horizontal load shall in be less than that determined by assuming p =0 in Zones B and D. 8. The zone pressures represent the following: Horizontal pressure zones — Sum of the windward and leewad net (sum of internal and external) pressures on venial projection of: A – End zone of wall C – Inntaior zone of wall B – Ed zone of roof D – Interior zone of roof Vertical pressure zones — Net (sum of internal and external) pmssutes on horizontal projection of: E – End zone of windward roof G – Interior zone of windward roof F – Ed zone of leeward roof H – Interior zone of leeward roof 9. Where Zone E or G falls on a roof overhang on the windward side of the building, use E ad G for the pmssum on the horizontal projection of the evahae& Overhangs on the leeward and .Me edges shall have the basic zone pressure applied. 10. Notation: a 10 parent of least horizontal dimension or 0.4h, whichever is smaller, but not less than eit 4 patent of Mss horizontal dimension or 3 feet. h: Mean ma height, in feet (meters), except that save height dull be used for roof augks <10°. 8: Angie of plane of roof from horizontal. in degrees. slur+ taVTFRNATIDNAL BUILDING CODE® Project: MA) I),) 57' 8ul)i,ek By: X'g }.H•K Client: Date:a, 106 Subject: 2_" .-5--- c6 Le 5 Page: L q I)) S S _ l.S� Uax -.. 1/At -uES ��' S k -..o• S s &._ . We85nTE ... F 1.0 PEA 7AtLE S M.g z.: CLOAK E rok ES C a : l t . • O� ( o • s h . s o , bt z)PE cnDES .PCr4 5 .1 j 213 � — 2,13 67.7s) - of $© .. _P €S Pcs, J S' €C7474,A I L1.5 .SEa/z 49.:5 2. 2) f/ - t cz A SS.. t` .a rsr- As .4J T . 9 , 2 G ' a 5D Sr. .jc..5 . a. a /s?y O•S_ .: _. Tenza .. = e ` ki '}'_. _ a. azo S .Z 5.3 - O . 2.3 cSe_c_ wgegt 71 ?scat � : al :'ec r'c - nerdab ,r 1�.�. Co.r" )frog hx'a PICA ft . t✓A u-.s .Pea aad?,)?astc i�tie.3<t) J _ _ .. M a;o 53. a u; l d e.- s By. RP, l CCGa& Date: v Subjc& Leif Colts Pa#c L ill Ashco ' onsulun Engineers 1312 2nd Street Kirtland, WA 98033 Td: (425)822-3009 Far (425)822 -2879 Cat (208)3512055 E•ms8: rbehwmedSad.ean k -X = 01 xq ') • 12 p 5 P - s, z75 I. II 14: 7, 1/ k,P !upper) F LATERAL ERAL con k f f5 rZpsf-_ - .t3kie.1 I F +- (4, '•i (upper) r 5*- 4 3 " f5i- 72.0 a 1P4Fec/1A-1A) cyr - au-plaer_s • Cleat . Stiject L./yr. CA& QUAKE FORCES ) (4 0 ,t,..9 .)] + e ' 1 s-t-i )( •4 :: y 4 s ` e " A bee ..... \j ‘ t2 tS2A o )S X 9'9- k '2 12 4 1 A.PA A/VA7 6, 0 /re 1 6/ .5 ./A) A LA,_ t Prtc T ) n cjonsulting ((Engineers 1312 2181 Street . (( -4009 'cc (425)822-2879 Nit 91 SHEARWALLS IN X-X DIRECTION: V @x,_ 7,q. Imo - (WIND) 36' v ( W IND) y 35' V @ = (WIND) SHEARWALLS EN X DIRECTION: v @X = 3.ig . 11.5' t- �) 43 "5 WIND FORCES Fwx -x =7 @Upper ii' +3 +7.5'+3,5 , 4 "- q2S' +s'6y.zs'f yI 1/3 " (,5 f (ozs' Fwx-x= it @ Upper h 31111 ?-'43,5' IC 2 3 JOB: M & , i f ' 61-3 DATE: R /06, r %11 - 311"" Xz ( 2L' 4-4 )� v@ __ `� 1$ . 15 + 3 ` iy = - z Gi 2(, (Wnsal) 1 /3.5 3 - 3 ' 4-(z'+ z. V I-0 D 0./..) Ugf sr 1.2 5 / 1 04 . f nsulting Engineers 1312 2nd street 'addend, WA 98033 Tel: (425)922 -3009 Fat (425)822 -2870 Cell: (.tSi351 -2095 E-rnek: rbehennestaaotaxn SHEARWALLS IN Y -Y DIRECTION: Upper Floor �7 3. ? 4 ( WIND) t. N k�'P • 3 - y' F 1514-3: (0 V @y = (WIND) Main Floor V@ y3= 7.2G 2 ' -30 t 31-A (WIND) V@ ya = `} at k ,p • = 3 . (03 ky (WIND) 2l.5' v@ WIND FORCES Fw y -y = ' . t ( k+r @Roof 3.` -k,r 12:1- 15' _ 13`- Fw y-y = 7,729 14 JQ @Upper ! -8'1- 3' = Z(p 3 I I 3.7 = £ `� Z M Y 3' JOB: Ma 4). 5 � r' DATE: 9/ 3 Aw 1 33 Projecfi / t , /fr >.ti it - L' 1) , . rc` , s BT s:d,r i i, Client re410 Subject 2-4Th c,4 L S L, I1/ Ash t3L3S taiavel WA S UW750224009 f•s4C5)C3-3677 Cet015)357 bath V o o ulti ngmeers CHECK OV iJRNINGJN �5 L = PL = 't� 2 (o �� 3 = 1 -2 R- = a WDi. k C•wi+u.) ' q ), L= c Pc. I 1/4(7 n KL S77t =1 ff 7 ;.? te , c _ 'key b_ s M? d :z et'w64-1/ A;e1 - 3 s — '-4c 0 ?4 o= i 2, r a 2( 8 �x rk-Z • i , ( I z - 0 7 ( 1 ° I o t, 8 ion .S Q St0 - C x 81i =7A NI BMW) rana � 0 monerinTslangqint role P0 3 ams rn 15 MUD 4sV Form No. TT -100A Figure 3. Recommended construction details for APA portal -frame bracing design with hold -downs (For use details see Table 2) MAX. HEIGHT 10' EXTENT OF HEADER SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) ,i CT078' FASTEN TOP PLATE TO HEADER WITH TWO 1000 LB ROWS OF 16D SINKER NAILS AT 3. 0.0. TYP. STRAP (REF 1660 LS STRAP OPPOSITE SHEATHING N0. LSTA24) FASTEN SHEATHING TO HEADER WITH 60 COMMON OR GALVANIZED BOX NAILS IN r GRID PATTERN AS SHOWN AND r O.C. IN AU. FRAMING (STUDS, BLOCKING. AND SILLS) TYP. FOR BRACING: MIN. WIDTH • 16' FOR ONE STORY MIN. WIDTH 24' FOR USE IN THE FIRST OF TWO L R� STORIES. FOR ENGINEERED USE SEE TABLE 3. 1211 1 MIN. (2) 2x0 I MN, (2) 2x4 FRONT ELEVATION APA -The Engineered Wood Association EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BMW) WALL PANELS) 818' MIN. THICKNESS W000 STRUCTURAL PANEL SHEATHING MIN. 4200 LB STRAP TYPE TIE-DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING). INSTALLED PER MANUFACTURER. (REF. NO. STHD14.) MIN. •%7X3118' PLATE WASHER ONE WE DIA ANCHOR BOLT WITH r MIN. EMBEDMENT TYPICAL PORTAL FRAME CONSTRUCTION FORA PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24' OF MID- HEIGHT. ONE ROW OF TYP. SHEATHING-TO- FRAMING NAILING 1S REQUIRED. IF 2X4 BLOCKING 113 USED, THE 2X4'S MUST BE NAILED TOGETHER WITH 310D SINKERS MIN. 1000 LB TIE DOWN DEVICE (REF N0. STUDS) 44 SHEATHING FILLER IF NEEDED 16D SINKERS 2 ROWS r O.C. 4200 LB TIE DOWN DEVICE (REF. NO. STHD14) FOUNDATION PER CODE 1000 LB HEADER STRAP (REF. NO. LSTA24) IAN. 27A FRAMING TYP. SECTION A - A SLOE ELEVATION{ 1 Page 8 of 8 Bracing First story of one-story First story of two -story Code Section IBC 2308.9.3 & IRC R602.10.6 APA Portal- frame si IBC 2308.9.3 & IRC R602.10.6 APA Portal - frame Design Minimum Width (inches) 32 16 32 24 Hold -Down Requiredt'i9 Yes Yes Yes Yes Sides Sheathed 1 1 2 24 Minimum Width Maximum Height Ultimate Load (pounds 0 ASD Allowable Design Values per Frame Segment Load Factor Shear Deflection (inches) (pounds 0 (inch) 16 2,7-80 1,000 0.32 2.8 nl 3 2,180 600 0.40 3.6 24 8 . 4,720 _1,700 0.32 2.8 10 3,630 1,000 0.34 3.6 • Form No. TT -100A tested performance 'age 7of8 Table 2. Portal -frame equivalence to bracing in model codes as determined by a. Hold-down refers to end stud hold -down and not sill plate anchorage, see code or alternate for details. Table 3. Recommended allowable design values for APA portal frame used on a rigid base foundation for wind or seismic loading"' d _ a. Design values are based on use of Douglas -fir or southern pine framing. For other species of framing use the specific gravity adjustment factor =1140.5-SG)), where SG = specific gravity of the actual framing. This adjustment shall not be greater than 1. b. For construction as shown in Figure 3. c. Values are for a single portal frame. For multiple portal frames, allowable design values can be multiplied by number of frames (e.g., two = 2x, three = 3x, etc). d. Interpolation of design values for heights between 8 -feet and 10-feet is permitted. APA -The Engineered Wood Association Ashton Consulting Engineers 1312 2nd street Kirkland, wa 98033 ph)425-822-3009 Fax) 425 -822 -2679 Rev: 680004 User KW-0604409, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description General Timber Beam MAIN STREET ,134 /ktr,CHECK HEADER @ GARAGE General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever Summary al l Max @ Left Support Max @ Right Support Max. M allow fb 1,228.80 psi Fb 2,760.00 psi 3.125x12 Bending Analysis Ck 20.711 Le Cv 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction DL DL DL 3.125 in 12.000 in GluLam 1.150 Pin -Pin #/ft #/ft #/ft Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fe Allow E Full Length Uniform Loads I Span= 16.00ft, Beam Width = 3.125in x Depth = 12.in, Ends are Pin -Pin Max Stress Ratio 0.445 1 Maximum Moment 7.7 k -ft Allowable 17.2 k -ft Max. Positive Moment 7.68 k -ft at 8.000 ft Max. Negative Moment 0.00 k -ft at 0.000 ft Deflections Center Span... Dead Load Deflection 0.000 in ...Location 16.000 ft ...Length/Defl 0.0 Camber ( using 1.5 * D.L. Defl ) ... @ Center 0.000 in @ Left 0.000 in a Right 0.000 in 0.00 k -ft 0.00 k -ft 17,25 fv 67.58 psi Fv 218.50 psi 0.000 ft 0.000 Max Moment 7.68 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 2.53 k 11.599 in2 218.50 psi 1.92 k 1.92 k Total Load -0.437 in 8.000 ft 439.46 Sxx CI LL LL LL Scope: Reactions... Left DL Right DL 75.000 in3 0.000 S,oc Redd 33.39 in3 0.00 in3 0.00 in3 @ Right Support 2.53 k 11.599 in2 218.50 psi Title : Dsgnr. Description : Bearing Length Req'd Bearing Length Req'd 16.00 ft ft ft 2,400.0 psi 190.0 psi 625.0 psi 1,800.0 ksi 240.00 #/ft #/ft #/ft Lu Lu Lu Maximum Shear *1.5 Allowable Shear Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Job # Date: 6:54PM, 5 SEP 06 0.00 ft 0.00 ft 0.00 ft Beam Design OK 2.5 k 8.2 k @ Left 1.92 k @ Right 1.92 k Camber @ Left 0.000 in @ Center 0.000in @ Right 0.000 in 0.00 k 0.00 k Area 37.500 in2 Allowable ib 2,760.00 psi 2,760.00 psi 2,760.00 psi Max 1.92 k Max 1.92 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.983 in 0.983 in 0.000 in 0.000 in 0.0 0.0 Ashcon Consulting Engineers 1312 2nd street Kirkland, wa 98033 ph)425- 822 -3009 Fax) 425 -822 -2679 Rev: 580004 User KW-0804409, Ver 5.8.0, 1- Dec-2003 (e)1983.2003 ENERCALC Engineering Software General Timber Beam Page 2 Description I t Mum:. t.ar Vmu a left • 1. ft Title : Dsgnr. Description : Scope: MAIN STREET Bu, d4- ,CHECK HEADER (d GARAGE Sketch & Diagram ol T ll lii illl iT iTiT - I l l{ 44gra,r. 1.7 -n am • -0.4me Job # Date: 6:54PM, 5 SEP 06 • Ashcon Consulting Engineers 1312 2nd street Kirkland, wa 98033 ph)425- 822 -3009 Fax) 425 -822 -2679 Rev: 580004 User: KW-0004409, Ver 5.8.0, 1- Dec-2003 (e)1983 -2003 ENERCALC Engineering Sortwa Description MAIN STREET 5U; General Information Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 'Full Length Uniform Loads I Center Left Cantilever Right Cantilever Span= 6.00ft, Beam Width = 3.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 0.432 : 1 Maximum Moment 2.7 k -ft Allowable 6.3 k -ft Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb Fb 4x10 649.15 psi 1,504.20 psi Bending Analysis Ck 28.975 Cf 1.200 @ Center © Left Support © Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing © Supports Max. Left Reaction Max Right Reaction Le Rb DL DL DL 3.500 in 9.250 in Sawn 1.150 Pin -Pin Deflections Center Span... Deflection ...Location ...Length /Deft Camber ( using 1.5 • D.L. Defl) ... (A Center 0.000 in © Left 0.000 in © Right 0.000 in Dead Load 0.000 in 6.000 ft 0.0 2.70 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 6.26 fv Fv 0.000 ft 0.000 Max Moment 2.70 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 2.01 k 9.704 in2 207.00 psi 1.80 k 1.80 k General Timber Beam er ,CHECK HEADER @ DEN Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined #/ft Mt #/ft 62.05 psi 207.00 psi Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E at 3.000 ft at 6.000 ft Total Load -0.047 in 3.000 ft 1,519.98 LL LL LL Reactions... Left DL Right DL Sxx 49.911 in3 CI 0.000 Sxx Read 21.54 in3 0.00 in3 0,00 in3 © Right Support 2.01 k 9.704 in2 207.00 psi Title : Dsgnr: Description : Scope: Bearing Length Req'd Bearing Length Req'd 6.00 ft ft It 1,090.0 psi 180.0 psi 625.0 psi 1,600.0 ksi 600.00 #/ft #/ft #/ft 2.0 k 6.7 k @ Left 1.80 k @ Right 1.80 k Camber © Left 0.000in C Center 0.000 in @ Right 0.000in Maximum Shear * 1.5 Allowable Shear 0.00 k 0.00 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length /Deft Lu Lu Lu Stress Calcs -ma I Area 32.375 in2 Allowable fb 1,504.20 psi 1,504.20 psi 1,504.20 psi Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.823 in 0.823 in Job # 83) Date: 6:43PM, 5 SEP 06 0.00 ft 0.00 ft 0.00 ft Page 1 Beam Design OK Max 1.80k Max 1.80 k 0.000 in 0.000 in 0.0 0.0 Ashton Consulting Engineers 1312 2nd street Kirkland, wa 98033 ph)425 -822 -3009 Fax) 425 -822 -2679 Rev: 680004 User. KW-8804409, Ver 5.8.0, 1- Dec-2003 (01983-2003 ENERCALC Engineering Wiese soi+ITITITITIM i r ,,T r T r� ar�r,tttrt; Amax • 1.Bk Vert O Me • 1.ee Mr ax ■ 2.7101 Omni • a.xtan Reel • 1.0 AMAX co e• 1 .0k Title : Dsgnr: Description : Scope : General Timber Beam Description MAIN STREETS° i )- cr ,CHECK HEADER @ DEN •m Bea1M g MCIAti 6 s awe i ......... as is Beall, 4Lea, n ee au { D• /N � eae is Location m Job # Date: 6:43PM, 5 SEP 06 f .._. ..._ i s s a Ashcon Consulting Engineers 1312 2nd street Kirkland, wa 98033 ph)425- 822 -3009 Fax) 425 -822 -2679 General Timber Beam Page 1 Rev: 580004 User: KW-0604409, Ver580, 1-Dee-2003 (c)1983 -2003 ENERCALC Engineering Software MAIN STREET$19r )acy-,CHECK BEAM @ PORCH BY DEN. Description General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC 2003 NFPA 5000. Base allowables are user defined Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever Summary 4x12 Max. M allow fb 1,005.71 psi Fb 1,378.85 psi DL DL DL 3.500 in 11.250 in Sawn 1.150 Pin -Pin Deflections Center Span... Dead Load Deflection 0.000 in ...Location 15.000 ft ...Length/Defl 0.0 Camber ( using 1.5 • D.L. Defl ) ... @ Center 0.000 in @ Left 0.000 in Right 0.000 in Stress Calcs Bending Analysis Ck 28.975 Cf 1.100 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 6.19 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 2.18 k 10.522 in2 207.00 psi 8.48 fv 55.31 psi Fv 207,00 psi 1.65 k 1.65 k Mt #/ft #/ft Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E LL LL LL Reactions... Left DL Right DL Title : Dsgnr. Description : Scope: Span= 15.00ft, Beam Width = 3.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.729 1 Maximum Moment 8.2 k -ft Allowable 8.5 k -ft Max. Positive Moment 6.19 k -ft at 7.500 ft Max. Negative Moment 0.00 k -ft at 0.000 ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Total Load Left Cantilever... -0.377 in Deflection 7.500 ft ...Length/Defl 477.29 Right Cantilever... Deflection ...Length/Defl Bearing Length Req'd Bearing Length Req'd 15.00 ft ft ft 1,090.0 psi 180.0 psi 625.0 psi 1,600.0 ksi 220.00 It/ft #/ft #/ft 0.00 k 0.00 k Lu Lu Lu Maximum Shear * 1.5 Allowable Shear. Sxx 73.828 in3 Area 39.375 in2 CI 0.000 Sxx Redd 53.85 in3 0.00 in3 0.00 in3 @ Right Support 2.18 k 10.522 in2 207.00 psi Allowable fb 1,378.85 psi 1,378.85 psi 1,378.85 psi Job # Date: 6:56PM, 5 SEP 06 8 0.00 ft 0.00 ft 0.00 ft Beam Design OK 2.2 k 8.2 k Left 1.65 k @ Right 1.65 k Camber @ Left 0.000 in @ Center 0.000 in @ Right 0.000 in Max 1.65k Max 1.65k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.754 in 0.754 in 0.000 in 0.000 in 0.0 0.0 • Ashcon Consulting Engineers 1312 2nd street Kirkland, wa 98033 ph)425-822-3009 Fax) 425-822-2679 Rev: 580054 User KW-0804409, Ver 5.8.0, 1-Dec-2003 (0)1983-2003 ENERCALC Engineering Software Description MAIN STREE1 Su Jerky CHECK BEAM @ PORCH BY DEN. Sketch & Diagram Rmax Vmsx a hot - 3Ijf lax - e.234t Dmax • -0.377in General Timber Beam antes • tek Iftnloc n 1.84 . „ „...... .s, 4,3 I 1 g 3.03 1 I 3.71 2.47 I } I . Dogma) Mandl% S 116 17 1O en flue: Dagen Description : Scope : Job # Date: 6:56PM, 5 SEP 06 fax tie tee 7 oe tie 11.00 4340 337 Locton 1111 Page 2 40 use isa to .13&4 Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 1111111 111111111111 20070710000674 CITY OF TUKWIL MISC 35.00 PAGE001 OF 004 07/10/2007 10:35 KING COUNTY, WA Above this line reserved for Recorder's use CONVEYANCE OF PUBLIC IMPROVEMENTS 9 0 Grantor /Borrower: David Main for Main Street Builders, LLC 40305 392 Ave SE Enumclaw, WA 98022 Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): D06 -375 Section/Township /Range: SW 14 23 4 Assessor's Tax Parcel Number(s): 336590 -0176 Property Address: 14203 56 Avenue S, Tukwila Property Legal Description (abbreviated): 14 2 Hillmans Seattle Garden Trs Lot 2 & and int in strip of land for rd & utility purposes def in Tukwila BLA #7 -79 REC #7909040682 of Tukwila Short Plat #L04 -074 Rec #20050713900001 SD SP being Lot 14 blk 2 less W 60 ft of SD Plat aka tr 1 of Tukwila BLA 7 -79 Rec #7909040682 DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page / of '7 The Grantor, Main Street Builders, LLC, conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: APPROXIMATELY : Twenty-seven (27) feet of -inch type K copper pipe, one (1) each -' inch water meter box with' inch check valve and angle stop, one (1) water tap service, one (1) %" by eight inch saddle, one (1) %" corp. stop, and all appurtenances. ENGINEERING COSTS: $ 0.00 CONSTRUCTION COSTS: $ 600.00 TOTAL: $ $600.00 DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page )- of 7 situated in King County, Statof Washington. DATED this Se day of VA A , 2002. STATE OF WASHINGTON ) ) ss. COUNTY OF KING DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS GRANTOR: _ By: y ,/L�� : (print name) (title) On this S ( day of 2007 , before me personally appeared cUGC�I ► 1aXr , to me known to be the (Wr7e( of !Main Street alelkr5 , a Washington corporation, that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute and in fact executed said instrument on behalf of the corporation. Given under my hand and official seal this day of c-1, 200- rt t ` (1-4,02,> W5 Type /Print Name '1'e /1 4C Notary Public in and for the s..el iatAt State of Washington residing at My Commission expires OS-?-'? -i 0 Page 3 of DEPARTMENTAL APPROVAL: es F. Morrow, Public Works Director RECEIVED FOR FILING: J Cantu, City Clerk ACCEPTED AND APPROVED for the City of Tukwila this 1 day of , 200 , By: CITY OF TUKWILA even M. Mullet, Mayor DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page of l Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 11011 111 11 11 - II 20070710000674 CITY OF TUKUII MISC 35.00 07/10/ 10 :35 KING COUNTY, MR Above this line reserved for Recorder's use CONVEYANCE OF PUBLIC IMPROVEMENTS i e Grantor /Borrower: David Main for Main Street Builders, LLC 40305 392n Ave SE Enumclaw, WA 98022 Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): D06 -375 Section/Township /Range: SW 14 23 4 Assessor's Tax Parcel Number(s): 336590 -0176 Property Address: 14203 56'" Avenue S, Tukwila Property Legal Description (abbreviated): 14 2 Hillmans Seattle Garden Trs Lot 2 & and int in strip of land for rd & utility purposes def in Tukwila BLA #7 -79 REC #7909040682 of Tukwila Short Plat #L04 -074 Rec #20050713900001 SD SP being Lot 14 blk 2 less W 60 ft of SD Plat aka tr 1 of Tukwila BLA 7 -79 Rec #7909040682 DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page 1 of The Grantor, Main Street Builders, LLC, conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: APPROXIMATELY : Twenty-seven (27) feet of % -inch type K copper pipe, one (1) each - 94 inch water meter box with % inch check valve and angle stop, one (1) water tap service, one (1)9" by eight inch saddle, one (1)9" corp. stop, and all appurtenances. ENGINEERING COSTS: $ 0.00 CONSTRUCTION COSTS: $ 600.00 TOTAL: $ $600.00 DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page of V situated in King County, Stats,�of Washington. DATED this 'W day of inn R , 200/. STATE OF WASHINGTON COUNTY OF KING GRANTOR: _ By: ,1S4 ) ss. v wD-Eh LL15' (print name) ertv1Ae.-- (title) On this , day of Oa c� 2007 , before me personally appeared — 4t-AC C (I 1'Ylec i n , to me known to be the Gwri e r of mu�rl Street uilclers , a Washington corporation, that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute and in fact executed said instrument on behalf of the corporation. Given under my hand and official seal this 200 ` K� o I day of i tj %% au1%gU - ME.A; ,,Fg Type /Print Name !'1e fWe✓IC S ' ` 61 .4 4 �' Notary Public in and for the o _ . _ Ns 4 State of Washington residing at � �� 4 ' - k +o ; My Commission expires US i I 0 DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page 3 of y DEPARTMENTAL APPROVAL: s F. Morrow, ��� Public Works Director RECEIVED FOR FILING: J pb Cantu, City Clerk ACCEPTED AND APPROVED for the City of Tukwila this '� day of , 200, By: CITY OF TUKWILA even M. Mullet, Mayor DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page 7 of t Reference Number(s) of Related Document(s): D06 -375 Grantor: M STREET BUILDERS, LLC Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Abbreviated Work Description: Indemnification and Hold Harmless and Permit Temporary in Nature Along 56 Ave. South and adjacent to 14203 — 56 Ave. South Work within the City Right -of -Way, including traffic control & utilities. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this IS -day of , 2006. STATE OF WASHINGTON ) )ss COUNTY OF KING ) I certify I have know or have satisfactory evidence that Dav W Ma; h is/are the person(s) who appeared before me, and said person(s) acknowledged that he /elle/they signed this instrument on oath stated that he/she/they was/were- authorized to execute the instrument and acknowledge as the D,irne,r of the Main Strop t L-itiiders, LEC , a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated ,Oe e r ibe r /c7 2006 b Authorized Signature Authorized Signature Alice A. Dtacvy Notary Public in and for the State of Washington residing at Renton My appointment expires h — /h — OR DATED this GRANTEE: By: Print Name: Its: i g o V4. CITY of TUKWILA d �am� mes Morrow Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) day of 71) e c c»'i / e r' , 2006 On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Name: M.LL +Z 4 L c1 NOTARY PUBLIC, in and for the State of Washington, residing at ut<) 1 c, My commission expires: 0 5 - ?9 - / C 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 I 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for I 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for I 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 P may adjust estimated fees PROJECT NAME 01/1 (SFR PERMIT # -DOG — 3" 1 /1-20 3' S641s AvIC. S.) 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 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention 50 o Water /Sewer /Surface Water cocv / coo Road/Parking/Access So 0 0 A. Total Improvements (p5 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) 5. Enter total excavation volume 2. o cubic yards Enter total fill volume Zo cubic yards Use the following table to estimate the grading plan review and permit fee, Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 1 162 5= $ /G Z Sg— (4) $ ( TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 41z'.2- 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 1" 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for l 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 8. GRADING Permit Review Fee Approved 09.25.02 Last Revised Ian. 2006 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C+D) $ /62. a (6) 7. Pavement Mitigation Fee Ca '31` ����� t $ ��, (7) 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. 5 = $ 2$ (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2006 — 12.31.2006 Total Fee 0.75 $600 $4648 $5248 1 $1100 $11620 $12720 1.5 $2400 $23240 $25640 2 $2800 $37184 $39984 3 $4400 $74368 $78768 4 $7800 $116200 $131790 6 $12500 $232400 $244900 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* Goo D. Water Meter — Water only* E. ' Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al 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 $ 1 2 85' — G. Other Fees $ 4 - 4 g 8 4 4 C,4544 tit Total A through G $ 59 33 — (10) ALu,Nce- (Rcfc) DUE WHEN PERMIT IS ISSUED (6+7+8+9 +10) $ -719 — 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 $300 $1,000 Temporary Meter 0.75" 2.5" 3 Total A through E $ Co 0 o (9) 0147 "/s/ THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDS BY THE POLICIES DESCRIBED HERON IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR LTR aDDL flnO TYPE OF INFORRNr9 POUCY NUMBER POUCY MWEC11VE DATE(MMOD(YYI POLICY EXPIRATION DATE(MMIDD!YY) LIMITS INa1R10 Main Street Builders, LLC 40305 302nd Ave SE Enumclaw, WA 98022 A R GENERAL LIABILITY COMMBI CALL GENERAL LLIAaUTY !D'P200030300 10/01/2006 10/01/2007 EACH ocanlENCE 1 3 noo — x DAYAGETD If3nf9 1 300.000 PRE MI S (Es oacvses ) � GLADSOME 111 OCCUR ME0 EP IAnm ono Portion I 1 10 000 PERSONAL •ADVIALIUIY 11 000 000 seem AGGREGATE / S7 2 00EI non on o non EBTL AGGREGATE UNIT AMES PER: �( ' POLICY Elm 1.FIFCT I I LOC PRODUCTS - COMP/OP AGO MITOMONLE — UABLTY ANYAUTO M ALL OWE® AUTOS BCHELHAED AUTOS HIRED AUTOS NON-OWNED AUTOS COMBINED SINGLE UMT ES loadon G 1 BOOILY HLAIRY PN moon) 1 — — — BODILYINJURY Per oxbow) S PROPERTY DAMAGE Per eeoHenD I GARAGE UASLITY AUTO ONLY EA ACCIDENT S HANYAUKS OT1THAN EA ACC IR3 S AUTOONLY: AGG 1 EmESSANMNRaLA E OCCUR UABRITY IT CLAWSMADE DEDuCTINE RETENTION I EACH OCpAB810E $ AGGREGATE S F 1 I WORKERS COMPENSATION MID EMPLOYEE UABUTY ANY PMMEE1O ARTENEIECUTIYE °FACEIWEMER EXCLUDED? 11YIN� Go IS DON Y�IAL PR IGONS Mow ITS 11 9I I FR EL EACH ACCIDENT 1 EL DISEASE- EA EMPLOYEE 1 EL DISEASE - POUCY UNTT I OTHER DSSCRPnON OF OPERATIONS /LOCATIONS /VEHICLE / OCCLUSIONS ADDED SY BIDORSEMSIT / EECML PROVISIONS Certificate Bolder is listed as Additional Insured as respects: 14203 56th Ave. B, Tukwila, NA 90168 ACORD, CERTIFICATE OF LIABILITY INSURANCE DATE(MMNO/YYrO 12/13/2006 PRODUCER Lockton Risk Services P.O. Box 410679 Kansas City MO RRR - 662 - 1640 64141 - 0679 THIS CERTIFICATE IS ISSUED AS A MATTER OF NFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC* INa1R10 Main Street Builders, LLC 40305 302nd Ave SE Enumclaw, WA 98022 INSown A: Praetorian Insurance Company INSURER B: POURER C: INSURER D: INSURER E Rx Date /Tile DEC-13-2006(VE0) 13:00 12/13/06 02:13 PM CST Lockton via VSI -FAX COVERAGES CERTIFICATE HOLDER City of Tukwila 6300 Southcenter Blvd., Ste. 100 Tukwila, WA 98188 ACORD25(2001 /08) DS #5253899 705245 CANCELLATION SHOULD MY Of THE ABOVE DESCRIED POLIOS E CANCELLED SWORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MM. 1D_ DAYS *FIRM NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LET, BUT FAILURE TO DO SO SHALL E NO OBNGA O UA ILTY OF MY KIND UPON THE INSURER, ITS AGENTS OR P. 001 Page 1 of 3 *121515 II • ACORD CORPORATION 1988 fix Date /Tice DEC -13 -2006 (TED) 13:00 12/13/06 02:13 PM CST Lockton vie VSI -FAX • IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) P. 002 Page 2 of 3 #121515 B October 12, 2006 Dave Main 40305 302 Av SE Enumclaw WA 98082 RE: Letter of Incomplete Application # 1 Development Permit Application D06 -375 Main Residence — 14203 56 Av S Dear Mr. Main: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 5, 2006 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Building Department: Mien Johannessen, at 206 433 - 7163, if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmtta. I have enclosed one for your convenience. Jtevisions must be made in person and will not be accepted through the mail or bv a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Enclosures File: D06 -375 City of Tukwila Department of Communiity Development Steve Lancaster, Director PAienniter\Incomplete Letters \2006\Building\D06.375 Incomplete Ltr #1.DOC jem Steven Al. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206. 431.3665 Determination of Completeness Memo Date: October 10, 2006 Project Name: Main Residence Permit #: D06 - 375 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped not copied.) 1. The site plan does not show a footing or roof-drain discharge system. Provide additional plan details to identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The intent is that groundwater will not accumulate in the basement or crawl space. (IRC R405.1, R408.6) 2. Please note above "PLAN SUBMITTALS" "all sheets shall be the same size" Should there be questions conceming the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. November 14, 2006 Dave Main 40305 302 Av SE Enumclaw, WA 98022 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D06 -375 Main Residence —14203 56 Av S Dear Mr. Main, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. Allcorrection 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. Planning Department: Brandon Miles, at 206 431 -3684, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Je f ife e ' it encl File No. D06 -375 arsha 449 hnician P:Vennifet\Conection Letters \2006006-375 Correction Ltr HI.DOC Km Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: October 24, 2006 David Main 006 -375 40XX S 126`" 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 roof overhang may extend 18 inches into any required setback area. The site map indicates that the overhang may extend two feet into the required setback area. Provide a note on the site map that the maximum overhang shall not exceed 18 inches 2. On sheet A4 please show the finished floor elevation of the foundation of the house. 3. Will any retaining walls be constructed on the property? Please note that retaining walls that are 36 inches or taller must meet setbacks. 4. The NE portion of the property contains steep slopes. On the site map show all trees located on this portion of the property and note if any trees will be removed. If trees are proposed to be removed on a steep slope, a tree clearing permit will be required. If the trees will be retained please show what measures will be utilized to protect the trees during construction. 5. Provide a cut/fill for all construction activities on the site. ‘...)PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -375 DATE: 11 -20 -06 PROJECT NAME: MAIN RESIDENCE SITE ADDRESS: 14203 56 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Complete Comments: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Cie PI9nn "rig Division ❑ Permit Coordinator DUE DATE: 11-21 -06 Not Applicable ❑ 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: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documentilrouling slip.doc 2 -28-02 Approved with Conditions No further Review Required DATE: DUE DATE: 12 -19 -06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -375 DATE: 10 -18 -06 PROJECT NAME: MAIN RESIDENCE SITE ADDRESS: 14203 56 AV S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: AWL/ I0 r B i ng Division PielIjF Worlts RIPC II ®� Structural DETERMINATj OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 0-19 -06 Complete 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 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Notation: REVIEWER'S INITIALS: Documents/routing slip.doe 2 -28-02 �-' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Incomplete Structural Review Required Pla fin'fng Division Permit Coordinator Not Applicable ❑ No further Review Required DATE: DUE DATE: 11-16 -06 Approved ❑ Approved with Conditions Not Approved (attach comments) DATE: Permit Center Use Only (� CORRECTION LETTER MAILED: I t t�Wl! Departments issued corrections: Bldg ❑ Fire ❑ PIngiT PW ❑ Staff Initials: DEEP Building Ivislon I l 'p � -II Public Works Complete ❑ Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing sl ip.doc 2 -28 -02 PERMIT COORD COPY_ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -375 DATE: 10 -05 -06 PROJECT NAME: MAIN RESIDENCE SITE ADDRESS: 14203 56 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DETERMINATION OF COMPLETENESS: (Tues., Tlytlrs.) DUE DATE: 10-10-06 511 AO b -16-dg Fire Prevention 71 Structural Incomplete TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑ Permit Coordinator Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DATE: DATE: Planning Division Not Applicable ❑ DUE DATE: 11-07-06 Approved with Conditions Not Approved (attach comments)❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ct.tukwilawa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 117)0 Plan Check/Permit Number: 1 h �� ❑ Response to Incomplete Letter # Response to Correction Letter # % ❑ Revision # _ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: % A: / (ri,yl pQMco -- ? Se Aru f Project Address. t4t'� �(n = . Sa Contact Person c y4a ,..) Phone Number: 74 26 6 —S l C jig �1 Summary of Revision: ( tM t, lda z QA • ` , vaic , \ V'Ik VAL)LtWe -t.. oar-) ev40 M7 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 1119A:4 ar \appIicauonsWorms- applrcatrons on Iine\evtsion submittal Created: 8 -13 -2004 Revised: s-Vvow di ent Steven M. Mullet, Mayor Steve Lancaster, Director CIN NOV 2 0 2006 r'ERMIT CENTER Date: ►,1 Project Address: Contact Person: 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 mall, fax, etc. Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Main Residence 14203 56 Av S .2/t yilw;-1 -✓ Summary of Revision: (l ^f^,,, rplovvi TrOOVE �Re at the City of Tukwila Permit Center by: �J Entered in Permits Plus on Nitta" \applications\forms- applications on line1revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D06 -375 Steven M. Mullet, Mayor Steve Lancaster, Director CITY OF TUKWILA OCT 1 8 2006 PERMIT CENTER Phone Number: 742(0 —S q s - 603 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision AQ Residential Sewer Use Qrtification Sewage Treatment Capacity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type ih0, 4c0 tws C ao Property Street Address I ogAlitwtk WA 9 R18g City ,, ^ State ZIP VY 1te4kf:.t�lr� VAAr Owner's Name 4 oSOS .7-07 5 L 4yf — SE Owner's Mailing Address e a, rAtiG kvJ %AM 4: City State ZIP Name Sao. Vrk Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Street Address City State ZIP Ptepe check appropriate box: ' Single- family (free standing, detached only) I certify that the information giv any deviation will require resub Signature of Owner /Representative Print Name of Owner /Representative Residential Customer Equivalent (RCE) 1.0 Multi - Family (any shared walls): ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1 0 RCE per space) No. of Spaces x 1.0 - If Multi - family, will units be sold Individually? ❑ Yes 1.6 2.4 32 ❑ No ✓tt, sr/kJ 1057 (Rev. 10104) White - King County Yellow - Local Sewer Agency For King County Use Only Account It No. of RCEs Monthly Rate 6 Month Rate Sewer District Date of Sewer Connection 1�O` Side Sewer Permit Number Lot Number Building Name 3 3l0.5 6 Scotl (o squired: Property Tax Parcel Number Subdivision Number L Subdivision Name King County Department of Natural Resources and Parks Wastewater Treatment Division Block Number Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre existing building? ❑ Yes rlo Was building on Sanitary Sewer? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multi will i_ngs? ❑Yes ❑ No anr0F•R)KW,LA tGt „, 3 OCT O 5 20oi PERMITQEMER If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No Pursuant to King County Code 28.84. all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge Is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this for . - • - ... .. r. y` . County Wastewater Treatment Division at 206-684-1740. at the capacity charge levied will be based on this information and r determination of a revised capacity ch rge. Date ic, 04 10 (O Pink - Sewer Customer 'e -. License Information License MAINSBL982P2 Licensee Name MAIN STREET BUILDERS LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602198431 Ind. Ins. Account Id PARTNER/MEMBER Business Type LIMITED LIABILITY COMPANY Address 1 40305 302ND AVE SE Address 2 City ENUMCLAW County KING State WA Zip 980229769 Phone 3608252599 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 10/22/2002 Expiration Date 10/22/2008 Suspend Date Separation Date Parent Company Previous License MAINSH1147C1 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date MAIN, BARBARA 3 PARTNER/MEMBER 10/22/2002 MAIN, DAVID W PARTNER/MEMBER 10/22/2002 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond #2 Bond Company Name HARTFORD FIRE INS CO Bond Account Number 52BSBC06389 Effective Date 08/14/2003 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount SI2,000.00 Received Date 09/12/2003 • • • • • https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= MAINSBL982P2 12/19/2006 x x x x x x x x x x x x x x