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HomeMy WebLinkAboutPermit D05-446 - DOAK HOMES - LOT 7DOAK HOMES, INC. 11629 35 LN S D05 -446 z 1 z re Lu2 6 -J C.) 0 co 0 W=' W O` 2 u. co J = H= z1._ I- O.. ZH.. uj o D- O 1- WW. 1- r: U. o: W ..Z 0 O~ z ---. City o., Tukwila 0 2 Department of Comn :unity Development 6300 Southcenter Boulevard, Suite #100 u2 Tukwila, Washington 98188 y. �( Phone: 206-431-3670 1908 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT Steven M. Mullet, Mayor Steve Lancaster, Director Parcel No.: 0733000030 Permit Number: DOS -446 Address: 11629 35 LN S TUKW Issue Date: 02/10/2006 Suite No: Permit Expires On: 08/09/2006 Tenant: Name: DOAK HOMES INC - LOT 7 Address: 11629 35 LN S, TUKWILA WA Owner: Name: DOAK HOMES INC Address: 11812 26 AV SW, BURIEN WA Contact Person: Phone: Name: DARRYL E DOAK, SR Phone: 206 246 -6587 Address: 11812 26 AV SW, BURIEN WA Contractor: Name: DOAK HOMES INC. Phone: 206 246 -6587 Address: 11812 26 AV SW, SEATTLE, WA Contractor License No: DOAKHI *092NZ Expiration Date: 08 /08/2007 DESCRIPTION OF WORK: CONSTRUCTION OF 2432 SF SFR WITH 498 SF ATTACHED GARAGE AND 202 SF COVERED PORCH. PUBLIC WORKS ACTIVITIES INCLUDE: FILL AND GRADING SO SITE SLOPES TOWARDS EAST MARGINAL WAY SOUTH. EXISTING METER WILL CONNECT TO NEW PRIVATE WATER MAIN EXTENSION. STORM DRAIN CONNECTIONS FOR ALL NEW IMPERVIOUS SURFACES. CONNECTION TO VALVUE SEWER. DRIVEWAY CONNECTION TO PAVED EASEMENT. See D05 -422 for erosion, right -of -way work, private water main extension. Value of Construction: $233,718.84 Fees Collected: $4,233.20 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: V -B Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 0 c.y. Fill 150 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N doc: IBC - Permit D05 -446 Printed: 02 -10 -2006 Z �w a � JU 00 Cl) co W NU� W 9Q = CY �w Z H H O w ~ w UC) ON C1 wW LL Z L11 U= O~ Z City ()..Tukwila o? Departntettt of Contntuttity Development 6300 Southcenter Boulevard, Suite #100 N 2 Tukwila, Washington 98188 Phone: 206 - 431 -3670 1908 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Profit: N Water Main Extension: N Private: Water Meter: Y * *continued on next page ** i i i doc: IBC- Permit Steve Lancaster, Director Public: Non - Profit: N Public: Steven M. Mullet, Mayor 005 -446 Printed: 02 -10 -2006 z '~ w � D U O Co CO =. J CO) LL: : w O w =v z� � 0 1 F- w �f U O -. 0 F- Wa tL � —O z U CO. O z � J ,�WIW,�i yq � y O �2 W� O NXk h n * 2 1908 City 0. 'Tukwila Steven M. Mullet, Mayor Departnient of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOu"41a.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director DOS -446 02/10/2006 08/09/2006 Permit Center Authorized Signature4noviv A 5 L V A Date: a `l0 N." I hereby certify that I have read and amity this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constr ion or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: D D Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Z Z W oc 2 U UO LU J F. CO LL W LLQ CO D = �w z 11 w LLj D D U co O !— W �U L L w Z U C/) O Z rfrm- IRr- PPrmif D05 -446 Printed: 02 -10 -2006 Cit y of Tulecwila f9C6 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0733000030 Address: 11629 35 LN S TUKW Suite No: Tenant: DOAK HOMES INC - LOT 7 Permit Number: Status: Applied Date: Issue Date: DOS -446 ISSUED 12/12/2005 02/10/2006 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall doc: Conditions D05 -446 Printed: 02 -10 -2006 Z z �w u� D JU UO U) a W W CO L w U_a �D = F.. w Z z� �p U ON o H- W W �U LL O liJ 2 CO 0 bF- Z City of Tul�wila race Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. Z 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of ;3: w Public Health - Seattle and King County (206/296- 4932). � QQ 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department JU v 0 of Labor and Industries (206/248 6630). co UJI 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, J = CO ~ any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits w O 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. t '' V =w 19: ** *FIRE DEPARTMENT CONDITIONS * ** _ Z f- 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the Z following concerns: 21: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving �o co surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width o an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) = v 22: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within u- z 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a w hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) v O 23: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, Z. equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 24: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 25: The minimum 1=lre flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (IFC Appendix B105.1) 26: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (IFC 505.1) 27: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 29: ** *PLANNING DEPARTMENT CONDITIONS * ** 30: Eaves may only extend 18" into the minimum setback area. Conditions D05 -446 Printed: 02 -10 -2006 �Q City of Tul�wlla r�oa Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 * *continued on next page ** doc: Conditions D05 -446 Printed: 02 -10 -2006 i t Z .a ��— Z �W J U.. U O . rn 0 W =. J �U- W O WQ � 0 _ CJ W Z �. O Z t— W LLJ D0: ;O N 0 I— W UJ' H C.). u. O W Z 1= F- O ;Z City of Tul -wlla Igoe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: r Date: .2 doc: Conditions D05 -446 Printed: 02 -10 -2006 t zz SZ W � Q 0 CO o U) CO LL. W� J Q rn = �W 1--0 z F- ILLI LLj � o U O to � H W W H � ti O. W z U N P O z CITY OF TUKWILA—. s� Community Development Department Public Works Department Permit Center tsoe 6300 Southcenter Blvd., Suite 100 Tukwila, WA. 98188 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 LOCATYON King Co Assessor's Tax No.: N 00a0 q D Site Address: 4 -f G � 1�.4f k1W1 5�W , Suite Number: Floor: Tenant Name: 10ON e I New Tenant: ❑ .... Yes L�..No Property Owners Name: #k / lem I iv G n Mailing Address: /�/ A / 2� - 'P 6 7 � 1 1 ' z L Y AG . / , ti A1 t City State Zip Company Name: S 1/VC , Mailing Address: S' - �>�•, r f ti•.v Cl�/z �� /c�� City G e �/ 2 e, d I t a! - Z.Z A) Contact Person _ _ /L / �, � �-- , Day Telephone: 2 tt~' R eI4 -- e, ,` 7 E -Mail Address: A) - I Fax Number: e9 Contractor Registration Number: M21 V7- Expiration Date: 6r oe * *An original or notarized copy of current Washington State Contractor License must be presented at tile ti a of permit issuance ** ARCHITECT OF RECORD.— All plans must be wet stamped by Architect of Record Compan Mailing City State Zip Contact Person: K Day Telephone: - E -Mail Address: Fax Number: ENGINEER OF RECORD -:All plans must be wet stamped by Engineer of.Re'cord Company Name: 4 1 11/9 A r' 0ef., `,�iUCi A /�_ G A/L��1 _ 4 r_� Mailing Address: P,01 43 0X 24 1 � ' Contact Person: t oN X t°/ & I A /I E -Mail Address: flip - q:ltpcmits pluslice changes\permit application (7 -2004) Revised: 6.8.05 Page l bh e / 9R'072 City State Zip Day Telephone Fax Number: '/ L�zS.xil.LS,:.�:..; =s. +r.:.�:a: uT..:u:.t! �' a*' �Ya+�aoa;iw.S.G " "�• "� ,t: If: Z = l ~ W JU UO W = H C0 LL WO }} �J u- � = W Z� F- O Z H W w U� O� 113H WW HP LL O . Z • W U= O F.. Z ; TrILDING P'ERMIT;YNFOR1ViATION 16 431 =,J 70: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Existing Building Valuation: $ Will there be new rack storage? ❑ ..Yes JR'No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes X.No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: j ❑.. Sprinklers ❑ ..Automatic Fire Alarm '�1one ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If "yes ", attach list of materia and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. q.A\Permits plusUce ehsngeslpermit Applkstion (7.2004) Revised e.e•os Page 2 a I 14 Z ;H Z �W U CO o CO LU J = CO LL WO 9 J LL? � = w H ZF— H O Z F— W w U� O� C3 H W H� LLI Z CO H� Z Existing' Interior, Remodel - Addition to Existing Structure New .....Type o. Construction per IBC T e of YP Occupancy per IBC l" Floor... f x'.36 2n Floor / T� 3Floor ' Floors thru Basement Accessory: Structure* Attached Garage y�8 `Detached Garage Attached Carport Detached Carport Covered Deck �� Z Uncovered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes X.No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: j ❑.. Sprinklers ❑ ..Automatic Fire Alarm '�1one ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If "yes ", attach list of materia and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. q.A\Permits plusUce ehsngeslpermit Applkstion (7.2004) Revised e.e•os Page 2 a I 14 Z ;H Z �W U CO o CO LU J = CO LL WO 9 J LL? � = w H ZF— H O Z F— W w U� O� C3 H W H� LLI Z CO H� Z FA- WORKS PERMIT.INF TIW--206= d33';U179 l Y Scope of Work (please provide detailed information): LC•J+�C�P�K'><sch c_ CrrAF�iN�i i�A- !t /�'UG Ct> Call before you Dig: 1 -500- 424 -5555 Please refer to Public Works Bulletin #1 for fees "and. estimate sheet.. Water District ..Tukwila El ... Water District # 125 ❑ .. Highline ❑ , Renton ❑ ... Water Availability Provided Sewer District Tukwila r�K ValVue ❑ .. Renton ❑ ...Seattle Qe. Use Certificate ❑... Sewer Availability Provided ❑ Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ... Bond ❑ .. Insurance El.. Easement(s) ❑ .. Maintenance Agreement(s) ... Hold Harmless Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours [:] Use - No Disturbance Ef ... Construction/Excavation/Fill - Right -of -way K Non Right- of-way ...Total Cut O cubic yards 9..Total Fill cubic yards ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use - Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage Rr ... Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention — Fire Protection " Irrigation " Domestic Water " 9 ..Permanent Water Meter Size..." WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size............ WO# ❑ ...Sewer Main Extension ............ Public Private ❑ ...Water Main Extension ............. Public Private ❑ .. Grease Interceptor El.. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ... Sewer Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment i.wuuux octvtcc utuu,1,r- ay. Name: I ulak f /om e i Day Telephone: .Z C7 6 K 6` 65� S 7 Mailing Address: 0/ 29 / Z 1`4 1 1 S 41 -2 6.. �� CY' `' !9 yt< State Zip Water Meter RefundBillins: Name: Day Telephone: Mailing Address: City state zi q: %* mits plwlke chsngcstpermit appticaWn (7.2004) Page 3 Revised: 6•8•05 bh +1 Z W D 0 WW �LL WO �aa LL Q N :) =d F- W Z Z� W W U� ON o�- W HL) LL O 6i U co F— _ O Z 1VIECHANICAL: PERMIT INFORMATION —106-431-3670 MECHANICAL CONTRACTOR INFORMATION Company Name: /y Pr') ' 4 9 e /V Mailing Address: quo / ,d.9 c eK `- ki e �% c ol��,5� (' /� F City State Zip Contact Person: Qf}�i' _ Day Telephone: 9 : 5- 3 E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: /0 = G - e * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): S & Scope of Work (please provide detailed /. Use: Residential: New ... Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Type Electric ..... ❑ Gas... Other: Indicate type of mechanical work being installed and the quantity below: UnitT e: Q Unit Type: Q Unit T ec. Q Boiler/Compressor: Q Furnace<100K BTU Air Handling Unit >I0,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>I00K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat j 15 -30 HP /1,000,000 BTU to Single Duct Suspended /Wall /Floor Ventilation System / Wood/Gas Stove r 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <I0,000 CFM Equipment ,PERMIT APPLICATION NOTES Applicable :to. all permits in this appl>ICation 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. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDINQ- BAI.E,R OR AQTHQRIZED AGENT: Signatu Date: / ` / 2_ Print NameD ,/ �r,19 , 4e x/ ( l ,5',y� qj Day Telephone: 2 Mailing Address: Ld- 2 - - -A 6 Z 1 Z}- Qe 5', [_•t,, 14 1 &2 I(, City State Zip Date Application Accepted: I Date Application Expires: Staff Initials: q:\ \permits plus \icc changa\permit application (7 -2004) Revised. 6.8.05 Page 4 bh I i; Z Z �QQ W� JU 0 (0 n CO W W = F CO W WO J LL Q = F— W ZF_ H O Z F— W LU �p U O� 0 F— W H� !L O W Z U= O Z w� Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 SET RECEIPT RECEIPT NO: R06 -00191 Initials: JEM User ID: 1165 Payment Date: 02/10/2006 Total Payment: 45,620.38 Payee: DOAK HOMES, INC. SET ID: 021006 SET NAME: DOAK HOMES SET TRANSACTIONS: Set Member Amount D05 -392 2,012.53 D05 -393 18,014.95 D05 -422 2,570.62 D05 -423 7,146.06 D05 -445 6,993.38 D0.R rq! 2,368.32 D05 6,514.52 TOTAL: 45,620.38 TRANSACTION LIST: Type Method Description ---- - - - - -- -- - - - - -- --------------------------- Payment check 5140 TOTAL: ACCOUNT ITEM LIST: Description ------------------------------ BUILDING - RES PLAN CHECK - RES PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PAVEMENT MITIGATION PW PERMIT /INSPECTION FEE PW PLAN REVIEW SEWER - ALLENTOWN /RYAN STATE BUILDING SURCHARGE WATER - ALLENTOWN /RYAN WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE Amount 45,620.38 45,620.38 Account Code Current Pmts 000/322.100 14,474.28 000/345.830 - 135.32 000/345.830 40.00 000/342.400 319.50 000/345.830 185.00 000/344.101 100.00 000/342.400 1,137.50 000/345.830 -.50 402/379.004 9,825.30 000/386.904 31.50 401/379.004 17,283.12 401/379.002 240.00 401/342.400 60.00 401/38f2,15R002/10 9716 119 -00 10045620.38 401/343.405 TOTAL: 45,620.38 z Z W tY � �U UO NO CO) LU (N LL WO }} J LL ¢ N� = C! �w z t- O z F- w w U O N: O F-- = U F_ E- �' O .z W Cl) O ~' z Az .face City of Tukwila 6300 Southcenter BL, Suite 100 Tukwila, WA 98188 (206) 431-3670 RECEIPT Parcel No.: 0733000030 Address: 11 640 EAST MARGINAL WY S TUKW Suite No: Applicant: DOAK HOMES, INC Permit Number: Status: Applied Date: Issue Date: D05-446 PENDING 12/1212005 Receipt No.: R05-01771 Payment Amount: 1,864.88 Initials: JEM Payment Date: 12/12/2005 11:30 AM User ID: 1165 Balance: $2,426.28 Payee: DOAK HOMES, INC. TRANSACTION LIST: Type Method Description Amount ---------- -------- --------------------------- Payment Check 5097 ------------ 1,864.88 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------------ PLAN CHECK -,RES ---------------- 000/345 ------------ 1,454.88 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 160.00 Total: 1,864.88 TOTAI... 3:111 3 0 J_ 4 doc: Receipt Printed: 12-12-2005 z Z 13.1 _3 0 00 CO a CO) W LU J 9 LL WO L CY: LLJ 3: F- 01 Z H LU Uj 5 N' 0 LU Uj � L ) U _ -0 Z: CO. 0 F- Z - Pro Act: Type otlqspection: INSPECTION RECORD Retain a copy with permit INSPECTION NO. .... PE NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 , � Pro Act: Type otlqspection: Address: 11&2� S L Date Called: Special Instructions: Date Wanted: 1 � -- /'/- 0 p.m. Requester: Phone NO: per applicable codes. Fl Corrections required prior to approval. A F & 01 Inspector Dat'91 F $ 00 REINSPECTS l4kE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Bl vd., Suite 100. Call the schedule reinspection. Receipt No.: [5ii7e: Z Z� U 00 CO 13 co W LU 3: J I— N LL 0 LL F. LU ? F- Z I O �— Uj 5 00 . 0 0, 0 w IL 0 iii Z C.) Cr) O f 0 Z INSPECTION RECORD 07 Retain a copy with permit Z) INSPECTION NO PERMI 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (20 6)431 3 70 ProA*ct I i� 'Z-v 4 7 Type of Inspection: Address: 2 Date Called: Special Instructions: Date Wanted: Ca 0 p.m. Requester: Phone No: 72 proved per applicable codes. Corrections required prior to approval. F- - MM N T S! I , $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. :elpt No.: ( Date: Z 00 U) a co W W J S2 LL Lu O. LL S2 CY x I .- W Z 2 0. z 11-- W W 5 Co. 0— a � ,W W 7: U. —0, Z 0 Z INSPECTION RECORD Retain a copy with permit DO-5 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 13W., *100, Tukwila, WA 98188 4j� g_1 (206)431-3670 M Approved per applicable codes. Corrections required prior to approval. P ct: -e - 7 Type of Inspection: 3+0rq1 Ogrh Address: x +( Date Called: Special Instructions: Date Wanted* �54 Requester: ,/ Phone No: - 3( z/ ao - 4-G b I I OP ( x/. COMMENTS: l Inspector: ite: Da -2 —I$ 58.00 REINSPEMON FEE REQUIRED. Prior to inspection, fee must be j F paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. R eceipt No.: Date: r . z Z W U 00 U) (3 C/) LLJ UJI C/) LL 0, Ei LL co CY W z 0 z UJ LIJ 5 U) 0 a F- W uJ L ) 0 ui z CO z INSPECTION RECORD Retain a copy with permit j INSPECrION/NO. PE T NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 7 Project* ,6)OA iL < Type of Inspection: /-- Arl Address: Date Called: Special Instructions: Date Wanted: 2.5 c 9— p.m. Requester: Phone No: .7-06 - 3 7Z- Z- 7-- I Receipt No.: I Date: I 01 Z Z fY ILI JU 00 CO 0 C0 w WX F- LL WO LLQ CY H2 F- 0 W 5 Cl Cf) Ll 1— ILI F- 0 z C. ) CO Z L--j paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro5 j - A 0 � Type o Inspection: / Ad ress: i 5 Date Called: Rio /0 - 7 Special Instructions: f ey Date Wanted: a.m. Q -' p.m. Requester.: _ y.' //' Phone No''" -^� �] 5)V1, r / A o a Approved per applicable codes. Corrections required prior to approval. s COMMENTS: n t 1 k 7 1 i ;i `, 11 1 Inspector: Date: .. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date; . . J I 1 z �Z � W W� JU UO W= !2 LL Wo UQ N� T O I .-W F = I— O z H W �p U 0 13 W. LL O f1i z U= o�. z INSPECTION RECORD J /L/ Retain a copy with permit ` INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Spe'7, %/ Addres L Date Called: Special Instructs ns Date Wante . m 4 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. 6 ;a x �i ii. Inspector: Date 4 $58.00 REINSPECTION FEEIEQU11. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: _yE ..4,1l. h., vi.. „ i ' .. ,. y . ,F'. .. YA- 1'.•:4. . ..ti 4 'Y _ i..eralfs�rrvwww. .Aflo �L Z i� Z �W QQ JU UO NO CO J ~. LL WO LL �W Z F- W S O LLj G Q. U ON o�- W LL O W O Z INSPECTION RECORD Retain a copy with permit INSPEUMON70. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 n li Proje t: Type of Inspection: Address: 3S" /-/t/ S Date Called: Special Instructions: Date Wanted: m. — Q 7 p.m. Requester: Phone No: "-T 72 - �? Approved per applicable codes. Corrections required prior to approval. F,, Receipt No.: Date: l Nspec - r0� `? uaS , ? / , / U / G1 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be d- at 6300 Southcen er Blvd., Suite 100. Call to sechedule reinspection. �xt v z �~ W U UO to 0. U) III J H S2 U. WO U . = �w S �z� 1= O W �5 U� ON o F- W H� U- O . z . w �_ O z INSPECTION RECORD r � J Retain a copy with permit '.. INSPECTION NO. PERMIT NO. / CITY OF TUKWILA BUILDING DIVISION / 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3 70 Project: 7 r Type of Inspection: ��1i��� /rte Ad ress: Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: Receipt No.: Date; ::1 r {{ I� Z W 0 Co 0 C0 W J = NLL W O 9-J LL Q =d �W 1= 0 W F- UJ �o U O C0_ OH W U LL O W Z co O h " Z II paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a 4opy with permit ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -6 0 Proj t / : Type of Inspection: Address: // Date Called: Special Instructions: Date Wa nted: U _Q P/ Requester: Phone No: c�Q � 3 72 - 229 Approved per applicable codes. Corrections required prior to approval. COMMENTS: a Insp c r: :0 $ 8.00 REINSPEC' a at 6300 Soutt eipt No.: Dat /A d "� U ;E REQUIRED./Prior to inspection, fee must be Blvd., Suite ItIO. Call to sechedule reinspection. Date: n•lix,'�,er'.x9��.. �;kr`�.r; ?, ... �L'.h ...n.r. %4 •N•'d.eu ^ 'M.e':�,_. r .N.i..a..r. .:, J Z QQ — Z. W ZU UO 0 C/) H (0 u_ WO J U- Q' N� _CY W Z �- O. W ~ W U� O C0' O F- W UJ F- H �O Z 1= _ O Z ya> viv�K..vr .- ... +r N. ... ,!.w. ... , ... y +r. . ,.. . .. ..- ... . . . ... .... :: . . - -� - INSPECTION RECORD P 31-3670 Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2( Projec G Type f In ectio Ad r Date Called: Special Instructions: � Date Wanted: ���..,_• a. Requester: Phone No: .Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: � / � f uate: $(-'.O 0 REINSPE ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 So thcenter Blvd., Suite 100. Call to sechedule reinspectior eipt No.: Date: J! y I k t ji Z �Z JU UO Cl) L_ �L W O LLQ U� = F W ?H ' HO W ~ �5 U� Cl) � H WW U LL — 0 LLI Z CO) O Z .�-- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter.Blvd., #100, Tukwila, WA 98188 (206)431 -36x0 Project: Type of Inspection: Address: Date Called: ! LkA Special Instructions: Date Wanted: p.m. Requester: Phone No a06 - 372 -2Zv Approved per applicable codes. ❑ Corrections required prior to approval. InSpector t Date: /W1W' ) �/- / / - (2 *i� 00 REINSPECTION FEE REQUIRED. Pr�'or to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: I Date: I 1+ I� Z W Q � JU UO Ci) (3 C0 UJI J H N LL W O Q � Q 9 LL _ Cy H =. Z �. t•- O W ~ �5 U� O �.. o ff WW UO .. Z W U= O Z i I 1+ I� Z W Q � JU UO Ci) (3 C0 UJI J H N LL W O Q � Q 9 LL _ Cy H =. Z �. t•- O W ~ �5 U� O �.. o ff WW UO .. Z W U= O Z INSPECTION RECORD Retain a co with p erm i t cop p t y� INS ECTI NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 Proje / Ll Type of InspQction: //V9 / Address: // Z .. Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: i - paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection, Receipt No.: Date: w^... A. a...i,e1..5.:. art. tn,..r lY •I1.. ....S.: N — 'i'i e `n ".t(13 SI / , I.;pv,v.,A" Z Z �W f � JU UO N� J H N U. W O. LLQ in �. = � W Z H I— O W ~ W U� O � C3 F- WW H LLZ ll.l U= O f- Z Approved per applicable codes. Corrections required prior to approval. lz,7e INSPECTION RECORD ( Retain a copy with permit l0 I PEC ION N0. PERM NO. �/ U CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 _,� TApproved per applicable codes. Corrections required prior to approval. COMMENTS: Project: Type of Inspection: Address: 2Q � 1 Date Called: CPA 2- Special Instructions: Date Wanted: (a m. par, Requester: Phone No: Receipt No.; Date: Inspector: Date:����. $58.00 REINSPEj N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Sodthcenter Blvd., Suite 100. Catl to sechedule reinspection. Z ;f Z � W UO. CO W = S2 U- W O U-a co :D = z f- O W �5 U� O co © r- W H� U.Z L11 U2 O� Z INSPECTION RECORD Retain a copy with permit , INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 X . Project. _ Type of Inspection:" Address: 13 Date Called: /v 7/o Special Instructions: Date Wanted: Requeste �. Phone No: �7 ` Q 7 -c Cl Corrections required prior to approval. � Approved per applicable codes. COMMENTS: J C Lee I <ed a L-"j r 1 G - C L. S i g. J Inspector: 6� Date: Receipt No.: Date: ::1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection z Z LLJ JU UO W = �LL W O LLQ = F. W z �O W ~ W U� co_ 0 W F- LL —0 111 z co O z INSPECTION RECORD Dos- 4 6 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: PoaK Nom Type of Inspection: 5 D Address: 1 3.5 Ln J n Date Called: 1-22--0-7 Special Instructions: Lot 7 Date Wanted: a.m. 1 -23 -D7 -m Requester: - Da( r y Tr Phone No: 20 Approved per applicable codes. Corrections required prior to approval. COMMENTS: JV Inspector: G , f Date: l 2 Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid.at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 1 i i i i A Z }�– Z Q � W W� UO N o W J CO LL W O J LL Q a = W H O W~ 0o U O N. W W LL LIJ Z CO O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 y� Approved per applicable codes. Corrections required prior to approval Project: 'DDa i- �ot Type of Inspection: wm P Address: S Date Called: ' /j/0 Special Instructions: Date Wanted: M. l (� P. Requeste : ) \ �y "�•` / [ \/ J L Phone N . Inspector: Date: Receipt No.; Date: ::1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z � W I JU UO CO 0 co LLJ J = Co LL. WO L L �d F W E- WO LLj U �. N I� W uj LLI Z co O Z 13 INSPECTION RECORD Retain a copy with permit �""�� INSPECTION NO. PER 1 O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3e7 e Project: Type of Inspection: Addres 1 142�--3 Date Called: Special Instruct* 9 Date Wanted: Requester: Phone No: Receipt No.: Date: Z �Z � W fY � UO Cf)� J � U. W O 9 -1 LL Q co :) = F.. W Z F- H O W H W U� ON 0H W 2 HC-) u. O Z W U= O Z '.'.` "... ^.` ^;'rt•.l+f!.e,,}.t S77i,f�'t� ln,.;u'.'.hi; 't'A,r'r�`L'�'+�::i ...'«! 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. P T IVISION 0. CITY OF TUKWILA BUILDING D 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -30 . 3 Ir + "fir: Proje � zZa Type of Address: Date Called: Speclal Ins uctions: Date Wanted: a.m. Requester: Phone No: Receipt No.: Date: Z - Z � W it W �0 UO N C0 W W = U.. W O LL Q N = = d �W Z H F- O. Z H U� O C0 0H W I'L H P — 0 .. Z w U= OH Z Approved per applicable codes. M Corrections required prior to approval. Project. 20 2A2 Type of Inspection. Address: 2, 3-5-4 Date Called; Special Instructions: &d/r Date Wanted: M. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE IT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 tO I Approyed per applicable codes. M required prior to approval. I rem FAMMM,-. llnspectoA �,/ Date: ZO A 41 - J$58.00REIJ ' PECf`I0 FEE REQUIRED. Prior to inspection, fee must be F paid at 6300;,Southcenter Blvd., Suite 100. Call to sechedule reinspection. l Receipt No.: Date: I r . ti Z 0 0 (00 cf) LU LL W O 2 � -J L L Cl) 7 WO LLJ 0 U) .0— LLI M 0 z U N 0 Z " INSPECTION RECORD Retain a copy with permit INS ON NO. PE N LAI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila, WA 98188 (206)431 -3670 ProjeA Z.0 Type of Inspection Address: Date Called ;__ __ ... -�- -' - - - -• -- _..... Special Instructions: Date Wanted* " p.m. Requester: Phone No: Approved per applicable codes. O Corrections required prior to approval Receipt No.: Date: ::1 COMMENTS: Y p J ' VP Inspector: L Date $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. z LU = Z JU UO U U. J = 52 LL W O. J u_ Q CO = W HO W �5 U� O- o ff W LU U U O tiw z U co H� O z i` INSPECTION RECORD /� e 1 Retain a copy with permit ~ y INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 06 431 -36 0 r Pro' ct: / Type of I�e4tion: Address:' Date Called: Special Instructions: Date Wanted: F — ��� p.m. Requester: Phone No: a Approved per applicable codes. corrections required prior to approval. COMMENTS: r 4 i L/l�J 1 I U� $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: z Z W J U. UO U co W J = NLL W O LL Q (o n = W Z F. X. I- O W LU U� OS2 O H W W. W F- -O .z W UW O� z r;r-rw^a"r,.•..�w= i+»= =' �. r� INSPECTION RECORD C-� Retain a copy with permit I ZW INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367(0 , Proj ct: Type of Inspection: 1:v Address: //e � 4,,'v Date Called: Special Instructions: Date Wanted: a.m.' Requester: Phone No: Approved per applicable codes. } COMMENTS: '� Corrections required prior to approval. 8.00 REINSPECTION FEE REQUIRED. r to inspection, fee must be paid at 6300 Southcen er Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: I Date: z �Z `~ w �U UO Cl) O. C0 W J = I— NLL W O LL = �w z F I— O W ~ w U� O� �H w LL W z U= O z ��< >.� c•..• rw.�� �"z� "r'� . w .r �'r rye. w '} � =;I� ,. �,`_'���...'. INSPECTION RECORD Retain a copy with permit s 41 INSPECTION NO. P I N CITY OF TUKWILA BUILDING DIVISION` wi. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 4, Projec : ,,,, Type of Inspection: GriHi/ Address: //6 2 �j � s .c /V Date Called: Special Instructions: Date Wanted: a.m �0 O G. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. I spector: / Date, ;1�aa REINSPECTION FE REQUIRED to inspection, fee must be 6300 Southcenter vd., Suite- 00. Call to sechedule reinspection. Receipt No.: Date: i f I' Z �~ W JU UO CO) co W W = F- �L W O LLQ C0 = I .- W z H 1- O W F- W U� O � 0 1-- W HC LL LLI Z U =. p z ,...,.�., ._,..: • nx,•+�.�crrtmtt::.,..,...� ..ti �.....?cr -- :. - - ='_.:_ - ...:<3�u.:.,c ==u�. r,. rcx;•.: .m.�:: _. _ _ i -� INSPECTION RECORD _ Retain a copy with permit L� - #VG INSPECTION N0. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 Pro'ect: , � � /,/0/1 � s Type of Inspectio 1.24 � s�P� � //2l v 5 Address: 11 L/V Date Called: Special Instructions: Date Wanted: a. m. B- 3 d O 6 p.m. Requester: Phone No: per applicable codes. F� Corrections required prior to approval. In pec r: uate• I j/1A" \14A klA 1 � (Y1 J f 5q.00 REINSPECTIO FEE REQUIRED. 101 or to inspection, fee must be p4fd at 6300 Southcenter Blvd., Suite 1 Call to sechedule reinspection. Receipt No.: Date: IS z z W �QQ � JU UO CO) J = C0 LL wo LL a = w z� �o z �- W U� O- O F- W H u. O 111 z CO O z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 PV t: 0"91Z Type of I pection 7" Address / / i d- 5 2 S /— Date Called: Special Instructions: Date Wanted: 7 p.m. Requester: Phone No: cc Fins ')Z.` 17 Approved per applicable codes. Corrections required prior to approval. MMENTS: .00 REINSPECTION FEE �EQUIRED. Prior Vinspection, fee must be I at 6300 Southcenter BWd., Suite 100. Ca to sechedule reinspection. No.: 1Date: I z W JU 0 (00 CO W W M J I.- (1) u- W 0 2� � -j IL Cj) CY UJI Z 0 W �— W LIJ 5 O N W 3 LL z CO) px� 0 z .r+ i+«�e'- ?!e+r t`•wny` ?cY *, r`•�t, it•rw'Ti"r - �•.- ..a- -= �. .... •..e —,.. r . i ,.. ; r ^� --•.. —. •c. -+. -.._ ____. - _ _'�,: C INSPECTION RECORD DOS_ � Retain a copy with permit 6 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 S Phone No: 2 06 Approved per applicable codes. Corrections required prior to approval Project: Doa►K Nornes J Type of Inspection: :5 D Address: Date Called: 4- 2 8- 06 Special Instructions: Loft Date Wanted: ,, a.m. -� p.m. Requester: NY r I Jr. A - Inspector: / A l I Date: �134,o / . �r I I :�:)t$.UU KtINbFLL I IUN ttt KLILLUIKL:U F'nor to tnspectton, Tee must De LJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: I Z �Z '~ W UO 0 LU J N LL W O U - =a �W Z F— E- O W ~ W U O �. 0 H W W H H — O .• W Z U= O ~ z INSPECTION RECORD Retain a copy with permit IN ON NO. U (2O6)431-36 Z NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Proj // G l Type of Inspection: Address: Date Called: SpLfcial Instructions: Date Wanted a. , 76 P M Requester: Phone No: Receipt No.; Date: Z ;H Z W �U UO w= 1.- S2 lL W J N I.—W Z 3: ZO W LLJ ❑p O- ❑H WW �" O Cd Z U� Z L- j paid at 6300 Southcenter Blvd., Suite 100. Calt to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER T N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -36 Project Z- Type of Inspection: 24Y Address: � w 3 � Date Called: Special � 7 Date Wanted: rnDate Wanted: m Requester: Phone No: Receipt No.: Date: Z IZ �- W IX JU UO W� NU- WO 9-j U. N� W Z F- F- O Z F- W U� O� O F- WW F=- �. 6 8 .Z W U= O Z I--I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit z2 INSPECTI N NO. PI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ti ProjectKI U Type of Inspection: Addres� � � Date balled: Special Instructions: Date Wanted: Cia, ' --' p.m. Requester: Phone No: Approved per applicable codes ❑ Corrections required prior to approval. Receipt No.: Date: —7 Inspector;( / C/ Date: _ v r $58AW EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z F W �aa � WU UO W =. U- 0 LL � = W fH = ?P ZO �5 �p O co .0 F- W H LL Z 111 U= O Z INSPECTION RECORD Q cas -- Lit/ f Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila_ Wa. c)81 RR ?nF- S7S -44n7 Project: 0 Type of Inspection: Address: 11(,2_9 $' Contact Person: Suite` #:;� Pre -Fire: Special Instructions: Phone No.: [2 per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occup Type: Inspector: � j Date: b� �� r, 7 Hrs.: / A ity $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 z �~ W D: 2 u� D 00 CO a co W J = (0 W WO 9-1 = a �. W ?� W° LU v 0 - a E- WW �U LL ~ O W U= b H O z l �. V)l A4 ,,;, 4 A' r aiN� ww W W U W W W W W Wwri aas m 0 i Ilk Lc 3 c " I Pam r 11 ^ L �� 17 Wow s� R �w o`�33aocrnI a c 1 rv\ e - - - e WtV\G l , e� - eA- O'}-33a0002o wP C L, 1Jo uJ. X/o R - 9- C),A� p�33� Q � 33 3c� I�or I a V-1 -. 6 h ,7►,O zi I (t �>R.%JCc.Tk- Z '~ w JU u W : r r S2 LL. w L CO D = w Z W O W U� ON U�- W U � E- o. ui z U CO) o~ z I 3 4 -P- 3 lvT y U-0-; AT �- a ( — Lci r r 0. v. �., r• _ it I (t �>R.%JCc.Tk- Z '~ w JU u W : r r S2 LL. w L CO D = w Z W O W U� ON U�- W U � E- o. ui z U CO) o~ z PERMANENT FILE COPY AFTER RECORDING MAIL TO: Doak Homes, Inc. 1181216th Avenue Southwest Burien, RYA 98146 111111 11111111111111 1 111111 IHIII 20051027002141 CHICAGO TITLE WD 37.00 PAGE001 OF 005 10/27/2005 15:50 KING COUNTY, WA E2165004 KING COUNTY, WA TAX 9,973.00 .SALE $560,000.00 PAGE @01 OF 001 Grantor: Cedar Grove Properties, LLC Grantee: Doak Homes, Inc. STATUTORY WARRANTY .DEED qs ---� Abbreviated Legal LOTS 2, 3, 4, 5, 6, 7, 8, 9, 10, AND 11, BENNETT'S INTERURBAN TRACTS UNREC RDED. Assessor's Tax Parcel Number(s): 073300 - 0010 -02, 073300 - 0020 -00, 073300 -0025 -05, 073300- 0030 -08 THE GRANTOR Cedar Grove Properties, LLC, a Washiugton Limited Liability Company for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to Doak Homes, Inc., a Washington Corporation the following described real estate, situated in the County of King, State of Washington. LOTS 2,3,4,5,6,7,8,9, 10 AND 11, BE NNETT'S INTERURBAN TRACTS UNRECORDED. SEE ATTACHED EXHIBIT "A" FOR FULL LEGAL DESCRIPTION Subject to Easements, Restrictions, and Reservations of Record. Dated C tY QQ Cedar Gr ve r er es, C 7 n L. Vortman,,' tS SO a em er 4 I certify that I know or have satisfactory evidence that Marlin L. Vortman isAw the person( -+ who appeared before me, and said person(s) acknowledged that he signed this instrument, on oath stated he is/are authorized to execute the instrument and acknowledge it as the Sole Member of Cedar Grove Properties, LLC i to be the free and voluntary act of such party(ies) for the uses and purposes mentioned in this instrument. Dated: j Notary Public in and for the State of Washington *3is Residing at i s . i My appointment expires: ML ti Z Z ~ Q W W� UO D W� CO LL W O IL N CY = W F— _ Z� F— O Z UJ � j U ON 0 F— W U u. O. W Z U= OH Z STATE OF Washington } County of K. ) N G } SS: . CHICAGO TITLE INSURANCE COMPANY Order No.: 001168930 LEGAL DESCRIPTION PARCEL A: THAT PORTION OF GOVERNMENT LOT 6 AND THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 10 AND THENCE RUNNING SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 10, 1168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF PROPERTY RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT COMPANY BY INSTRUMENT RECORDED AUGUST 7, 1913; THENCE EAST AT RIGHT ANGLE ALONG THE SOUTH LINE OF SAID RELEASED LANDS, 924.51 FEET TO A•STONE MONUMENT SET AT THE INTERSECTION OF SAID RELEASED LANDS WITH THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY; THENCE SOUTH 13 0 05' EAST ALONG THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY 82.14 FEET TO A LINE PARALLEL TO AND 80 FEET SOUTH OF THE SOUTH LINE AFORESAID RELEASED LANDS AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 13 0 05' EAST, ALONG THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY 236 FEET; THENCE NORTH 76 0 55' EAST, PERPENDICULAR TO SAID HIGHWAY 200.29 FEET, MORE OR LESS,. TO THE WESTERN MARGIN OF THE RIGHT OF WAY OF THE PUGET SOUND ELECTRIC RAILWAY; THENCE NORTHWESTERLY ALONG SAID WESTERLY MARGIN OF SAID RIGHT OF WAY 201.43 FEET, MORE OR LESS, TO SAID - LINE PARALLEL TO AND 80 FEET SOUTH OF THE SOUTH LINE OF AFORESAID RELEASED LANDS; THENCE WEST ALONG SAID PARALLEL LINE AND 80 FEET SOUTH FROM THE SOUTH LINE OF RELEASED LANDS. 168.23 FEET MORE OR LESS, TO' THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON FOR STATE HIGHWAY NO. 5 —M BY DEEDS RECORDED UNDER RECORDING NUMBERS 3122159 AND 3120159; AND EXCEPT FOR PORTION DEEDED TO THE STATE OF WASHINGTON FOR SOUTH 116TH STREET EXTENSION BY DEED RECORDED UNDER RECORDING NUMBER 3120159. (ALSO KNOWN AS LOTS 2, 3, 4 AND;5, BENNETT'S INTERURBAN TRACTS ACCORDING TO THE UNRECORDED PLAT THEREOF, LESS STREETS.) PARCEL B: THE NORTH 46 FEET AS MEASURED PERPENDICULAR TO THE NORTH LINE OF A TRACT, DESCRIBED AS FOLLOWS: A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: LEGALi /RDA /eM Z �Z Q �W W� JU UO U U. J H CO U. WO LL Q =a FW Z� i— O Z F_ W LLJ �p U O -. 13 F— WW F_ �. LL O w Z U= ~O F- Z CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 Z EAST, W.M.; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10" W AFORESAID, 1,168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE Q LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST J V 7, 1913; UQ THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE J = H OF THE SAID RELEASED LANDS WITH EAST MARGINAL LINE OF PACIFIC HIGHWAY; C 0 LL THENCE SOUTH 13 0 05 1 00" EAST ALONG SAID EAST MARGINAL LINE OF THE PACIFIC HIGHWAY 318.14 FEET, TO THE POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 0 05 1 00" EAST ALONG THE EAST MARGINAL LINE OF THE PACIFIC Q HIGHWAY 89 FEET; cn THENCE NORTH 76 0 55 1 00" EAST PERPENDICULAR TO SAID HIGHWAY 229.38 FEET, MORE W OR LESS, TO THE WESTERN MARGIN OF THE RIGHT -OF -WAY OF THE PUGET SOUND Z F ELECTRIC RAILWAY; p THENCE NORTHWEST ALONG SAID WESTERN MARGIN OF SAID RIGHT -OF -WAY 93.68 FEET, W E- MORE OR LESS, TO A LINE 89 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS ? Q TRACT; U THENCE SOUTH 76 0 55 1 00" WEST ALONG SAID LINE 89 FEET FROM AND PARALLEL TO THE co 0 SAID SOUTH LINE 220.29 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; W = W U EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED O RECORDED UNDER RECORDING NUMBER 3124198; „ Z W (ALSO KNOWN AS A PORTION OF TRACT 6, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF); Z SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON; TOGETHER WITH A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10 AFORESAID, 1,168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST 7, 1913; THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE OF THE SAID RELEASED LANDS WITH EAST MARGINAL LINE OF PACIFIC HIGHWAY; THENCE SOUTH 13 0 05'00" EAST ALONG SAID EAST MARGINAL LINE OF THE PACIFIC HIGHWAY 318.14 FEET, TO THE POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 0 05'00" EAST ALONG THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY. 89 FEET; THENCE NORTH 76 0 55'00" EAST PERPENDICULAR TO SAID HIGHWAY 229.38 FEET, MORE OR LESS, TO THE WESTERN MARGIN OF THE RIGHT -OF -WAY OF THE PUGET SOUND EXLMALC /RDA /069 CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION B H i i i i Order No.: ELECTRIC RAILWAY; THENCE NORTHWEST ALONG SAID WESTERN MARGIN OF SAID RIGHT- OFIWAY 93.68 FEET, MORE OR LESS, TO A LINE 89 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS TRACT; THENCE SOUTH 76 °55'00" WEST ALONG SAID LINE 89 FEET FROM AND PARALLEL TO THE SAID SOUTH LINE 220.29 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT THE NORTH 46 FEET AS MEASURED PERPENDICULAR TO THE NORTH LINE OF SAID TRACT; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3124198; (ALSO KNOWN AS A PORTION OF TRACT 7, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF) ; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TOGETHER WITH A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M. THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10, AFORESAID, 1,168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST 7, 1913; THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE OF THE SAID RELEASED LANDS WITH EAST MARGINAL LINE OF PACIFIC HIGHWAY; THENCE ALONG SAID HIGHWAY LINE SOUTH 13 0 05'00" EAST 407.14 FEET TO POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 0 05'00" EAST ALONG EAST MARGINAL LINE OF PACIFIC HIGHWAY 80 FEET; THENCE NORTH 76 0 55 1 00" EAST PERPENDICULAR TO SAID HIGHWAY 263.13 FEET, MORE OR LESS, TO WESTERN MARGIN OF RIGHT -OF -WAY OF PUGET SOUND ELECTRIC RAILWAY; TOWNSHIP NORTHWEST ALONG SAID WESTERN MARGIN OF SAID RIGHT -OF -WAY 86.85 FEET, MORE OR LESS, TO A LINE 80 FEET FROM AND PARALLEL TO SOUTH LINE OF THIS TRACT; THENCE SOUTH 76 0 55'00" WEST ALONG SAID LOT 80 FEET FROM AND PARALLEL TO SOUTH LINE 229.38 FEET, MORE OR LESS, TO POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3124198; (ALSO.KNOWN AS A PORTION OF TRACTS 8 AND 9, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF) ; EXLEGALC /RDA /0699 Z iF- W . JU U O co o J = F— (o LL WOO F- u- N =d F.. W Z O Z F--. W W U� ON W W H� LL O W Z U cf) O Z EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3124198; (ALSO KNOWN AS A PORTION OF TRACTS 10 AND 11, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TOGETHER WITH A TWENTYFIVE FOOT WIDE EASEMENT FOR INGRESS, EGRESS AND UTILITIES, ADJACENT TO THE ABOVE DESCRIBED PROPERTY (TRACTS 6 THROUGH 10 OF BENNETT'S INTERURBAN TRACTS) ON EAST, AND EXTENDING NORTHERLY ADJACENT TO TRACTS 2 THROUGH 5 OF BENNETT'S INTERURBAN TRACTS ON THE EAST, TO 116TH AVENUE SOUTH IN TUKWILA, WASHINGTON WHICH IS ALSO DESCRIBED AS: THAT PORTION OF THE WEST 25 FEET OF THE CITY OF SEATTLE'S TRANSMISSION LINE RIGHT OF WAY, SHOWN ON EXHIBIT "A ", AND BY THIS REFERENCE MADE A PART HEREOF, WHICH LIES SOUTHERLY OF SOUTH 116TH STREET AND NORTHERLY OF STATE OF t WASHINGTON DEPARTMENT OF•HIGHWAY'S ENGINEER'S STATION (H.E.S.) 4 +20 AS SHOWN ON SHEET 4 OF PRIMARY STATE HIGHWAY NO. 1 (SR -99) FOSTER INTERCHANGE TO SOUTH 118TH STREET, NOW KNOWN AS SR -599, ALL BEING LOCATED IN GOVERNMENT LOT EXLEGALC /RDA /0699 Z �W QQ� JU UQ co C0 LU J = H cl) LL WO LL Q = C1 W Z N ZO W �p U O� o F- WW U u- -0 111 Z . U- p _. O Z CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: TOGETHER WITH A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M�1, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; v? THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10 AFORESAID, 1168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST 7, 1913; THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE OF THE SAID RELEASED LANDS WITH EAST MARGINAL WAY OF PACIFIC HIGHWAY; THENCE SOUTH 13 0 05 1 00" EAST ALONG SAID EAST MARGINAL LINE OF PACIFIC HIGHWAY t 487.14 FEET, TO POINT OF BEGINNING OF THIS TRACT; ' THENCE SOUTH 13 0 05 1 00" EAST ALONG SAID EAST MARGINAL LINE OF PACIFIC HIGHWAY 80 FEET; THENCE NORTH 76 0 55 1 00" EAST AT RIGHT ANGLES 267.51 FEET, MORE OR LESS, TO THE EAST BOUNDARY LINE OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 10; 1 THENCE NORTH 00 0 04 1 10.7" WEST ALONG SAID EAST BOUNDARY OF SOUTHWEST QUARTER OF THE NORTHWEST 1/4 49.52 FEET, MORE OR LESS, TO THE WEST MARGIN OF THE RIGHT -OF -WAY OF PUGET SOUND ELECTRIC RAILWAY; THENCE NORTHWEST ALONG SAID WEST MARGIN OF SAID RIGHT -OF -WAY 35.35 FEET, MORE OR LESS, TO A LINE 80 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS TRACT; THENCE SOUTH 76 °55'00" WEST ALONG SAID PARALLEL LINE 263.13 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3124198; (ALSO KNOWN AS A PORTION OF TRACTS 10 AND 11, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TOGETHER WITH A TWENTYFIVE FOOT WIDE EASEMENT FOR INGRESS, EGRESS AND UTILITIES, ADJACENT TO THE ABOVE DESCRIBED PROPERTY (TRACTS 6 THROUGH 10 OF BENNETT'S INTERURBAN TRACTS) ON EAST, AND EXTENDING NORTHERLY ADJACENT TO TRACTS 2 THROUGH 5 OF BENNETT'S INTERURBAN TRACTS ON THE EAST, TO 116TH AVENUE SOUTH IN TUKWILA, WASHINGTON WHICH IS ALSO DESCRIBED AS: THAT PORTION OF THE WEST 25 FEET OF THE CITY OF SEATTLE'S TRANSMISSION LINE RIGHT OF WAY, SHOWN ON EXHIBIT "A ", AND BY THIS REFERENCE MADE A PART HEREOF, WHICH LIES SOUTHERLY OF SOUTH 116TH STREET AND NORTHERLY OF STATE OF t WASHINGTON DEPARTMENT OF•HIGHWAY'S ENGINEER'S STATION (H.E.S.) 4 +20 AS SHOWN ON SHEET 4 OF PRIMARY STATE HIGHWAY NO. 1 (SR -99) FOSTER INTERCHANGE TO SOUTH 118TH STREET, NOW KNOWN AS SR -599, ALL BEING LOCATED IN GOVERNMENT LOT EXLEGALC /RDA /0699 Z �W QQ� JU UQ co C0 LU J = H cl) LL WO LL Q = C1 W Z N ZO W �p U O� o F- WW U u- -0 111 Z . U- p _. O Z ,y 5 AND GOVERNMENT LOT 6, IN SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST OF W.M., AND ALSO IN THE NORTHWEST QUARTER OF THE SOUTHWEST QUATER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST OF W.M., IN KING COUNTY, WASHINGTON. Ma rr ALC /RDA /M9 Z = z W� U 0 UJ J F. cf) O, W� u- Q N d = W Z 0 Z 1- 5. U �, . N. ,a H W W U LL 0 .. Z' W U =, Z i 14 10.00 > � \\ AC f L •� Y ri �:c>sa +s �sns DU WAMiSfq ', RIVER ' ; �yL00008 ' 1 1 ; 1 t ' 1 � ••• +� t "' LWi 1 770DOS ' -- - --, '. 774745 }yQQd3 scc 645G* 1 1 1 L •\ t 1 100 1 L 1 I i t 1 1 t r 46' ` + 4.d I 431 11 41 41;'' 40 BONN T 'S 1 R 1 �+ � ell N I 1y i f' N 11 •f r o 1 , ' I , 4pC�0'y° ( 117:0 1 1 '• 111 ; Q22� 017.211 i D2V t A- _ n 3� � L 1 1 ✓7 t ti � � 8fi00Rs � t t4 . 4'.LY N92. A ) •9 x Z t \4 rJ k A•1�0.00 — 1 .. t `t - LOT. :? 1 i 1 \ v ' 1 i t L ♦ lTt I t `, t \ 1 \ J ! I p v _u � � I ' 26 u LOt 8 4!RA v 'cv+ t311.. 27 � '• � :.5" 797?M pflp tp L ' i � 29 loo " 1 ,1 rl 1 l NI "tJ � � I 1 7 Y L_- 11 ♦ - w 1 r,* ..• .S r 12 n '1 ♦ ♦ ♦» ' - -.13 1 jai �u 073340 - - Sc 7d1$1S 10 1 IL i 2t100�D ��' ♦ �. 1 - L � L ..� •• IV�1N 4' 4 40 1 I C7! ri 1 4J C : Z - Z �w 0 W = ''^ D LL w U ry w I— Z _ X 1-- w ~ w U� CO aH w LL Z ui U 1 = __,, O t— Z e` I Permit No. Plan isions. Return Address: Doak Homes, Inc. " ~ 11812 — 26th Ave. SW L,_ Burien, WA 98146 Title: PRIVATE DRAINAGE EASEMENT AGREEMENT L _.. Grantor: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantee: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantors Legal Description: LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, R4E, W.M., KING COUNTY, WASHINGTON. Grantees Legal Description: LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N R4E, W.M., KING COUNTY, WASHINGTON. Section, Township, Range: Section 10, T23N, R4E, W.M. Tax Parcel Number(s): 0733000010, 0733000020, 0733000021, 0733000025, 0733000030, 0733000031, 0733000032, 0733000033, 0733000034 RECEIVED CITY OF TUKWILA Page 1 of 3 JAN 0 5 2006 PERMIT CENTER INCOMPLETE LTR# z �Z 00 co f-- CO a, w o �: a, ¢ If) �. = a �. w z F.. I- 0. z �- �o oN 0 I-- w W, �o w z U= z PRIVATE DRAINAGE EASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) in fee simple of lots 4 through 10, inclusive, described in the attached Exhibit A ("Grantor" herein), and lots 3 through 11, inclusive, described in the attached Exhibit A, ( "Grantee" herein). For and in consideration of the mutual covenants and agreements hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: Grantor hereby defines, declares, grants and conveys to Grantee, it's heirs, successors and assigns, a non - exclusive perpetual Private Drainage Easement over, across, along, in, upon and under that portion of said Grantors land described as follows: The westerly 15.00 feet parallel with and adjacent to the east boundary thereof of Lots 4 through 10, inclusive, as described in the attached Exhibit A; Together with the southerly 5.00 feet parallel with and adjacent to the south boundary of Lot 8, as described in the attached Exhibit A; And together with the northerly 5.00 feet parallel with and adjacent to the north boundary of Lot 9, as described in the attached Exhibit A; The herein Private Drainage Easement is granted and accepted subject to the covenants, reservations and conditions described as follows: 1. This easement is for the sole purpose of installation, operation and maintenance of a storm water drainage facility to be used for collection and conveyance of storm and surface water from said Grantees and Grantors property, together with the right for Grantee to enter said drainage easement for the purpose of installation, operation and maintenance of the drainage facilities contained within. 2. Maintenance costs of the drainage facility constructed within said easement shall be borne solely by Grantee, their heirs, successors or assigns. 3. The amount and type of maintenance to be performed on the drainage facilities shall be determined by majority vote of the lot owners. Each lot shall have one vote regardless of the number of owners owning any lot. For the purpose of maintaining the drainage facility within said easement, each fee simple owner using the drainage facility shall be assessed a proportional share of the actual cost of such maintenance. Such assessment, together with interest thereon, and costs of collection as herein provided, shall be a charge and become a continuing lien on the owner(s) land on which assessment is made and shall be the personal obligation of said owner(s) at the time the costs are incurred which form the basis of the assessment. If any assessment is not paid within thirty (30) days after it is due, the assessment shall bear interest from the due date at the rate of twelve percent (12 %) per annum and any of the said Page 2 of 3 z �w Q � JU 00 N o cn w J H S2 U_ w �a CO D s CY �w z ZO �5 U O� 0 I- wW U_ 0 ui z U= o �- z PRIVATE DRAINAGE EASEMENT AGREEMENT, continued owner(s) may bring an action at law against the person or persons obligated to pay the assessment and interest, costs and reasonable attorneys fees of any such action shall be added to the amount of such assessment and all such costs shall be included in any judgment. The lien of the charges provided for in this instrument shall be subordinate to the lien of any bonafide mortgage or deed of trust. The herein easement and covenants may be amended only upon the written agreement of the Grantor and Grantee herein. This easement shall run with the land and shall be binding on all parties having or acquiring any right, title, or interest in the land described herein or any part thereof. GRANTOR AND GRANTEE by: Darryl Doak, Sr. Date: STATE OF WASHINGTON ) )ss. COUNTY OF KING ) GRANTOR AND GRANTEE by: Estrella M. Doak Date: On this day of January, 2006, before me a Notary Public in and for the State of Washington, personally appeared Darryl Doak, Sr. and Estrella M. Doak, to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in the instrument, and on oath stated that they were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Notary Public in and for the State of Washington, residing at My commission expires: Page 3 of 3 • � �. � � ..v . ��.�F.' .w. 1:k a...1.w.; L'..Si:. �.s,U!.i *1.ML*y$i yy »ifi .J M1•1. ...l:r Z z �LU . U UO N co W J = S2 U. wo LL Q cl) = F- w Z �. �O Z F- W U� O� o�- LU LU U o .. w z 0 = Z EXHIBIT A LOT 3 That portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Z Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: _ Beginning at the northwest corner of said Section 10 and thence running south along the west line of w the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of 5 land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded 0 August 7, 1913; M p Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument co w J set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line — Co u- w parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western u- margin of the right of way of the Puget Sound Electric Railway; = 0 Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said _ line parallel to and 80 feet South of the South line of aforesaid released lands; Z Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 w O feet, more or less, to the True Point of Beginning; W W EXCEPT the south 101.00 feet, as measured perpendicular to the south line thereof; �p AND EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds o — = recorded under recording numbers 3122159 and 3120159; v AND EXCEPT for that portion lying north of the south boundary of the lands deeded to the State of u- i-- Washington for the South 116 Street Extension by Deed recorded under recording number 3120159. — z ui co (Also known as that portion of Lot 2 lying south of South 116 ' Street and Lot 3 of Bennett's 0 H: Interurban Tracts, less streets.) Z LOT 4 The north 52.00 feet of the south 101.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 and the southwest, quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along' said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; EXHIBIT A, continued. Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South I I 6 Street Extension by Deed recorded under recording number 3120159. (Also known as Lot 4, Bennett's Interurban Tracts, less streets.) LOT 5 The south 49.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 1 05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South 116` Street Extension by Deed recorded under recording number 3120159. (Also known as Lot 5, Bennett's Interurban Tracts, less streets.) LOT 6 The north 46.00 feet, as measured perpendicular to the north line of a Tract, described as follows: A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; „ .. .. ... ... ..... ... .. .w:aa a.t.. :::l.l:w:.._Si;.c:.u..:e.. ;,,sG:w.,n,�. �.V�•:...;.::...J..,.64:. ...,.. ....:w4;.s:,.5:� ».wd,�lw.a:q�:c .la..wu....:vwl�::t;f V.:tr' .'L•tt;:N:n3.,iwA� t' :;bu�A.iA ?. z z �w aa JU U C U CO CO U.1 U. U.1 J LL Q UD �w z f- F- O z f- w w U� CO o� ww U LL ..z w CO O z EXHIBIT A, continued. Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 °55'00" East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 229.38 feet, more or less, to western margin of said right -of -way 93.68 feet, mor or less, to a line 89 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 6, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 7 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 °55'00" East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 229.38 feet, more or less, to western margin of said right -of -way 93.68 feet, more or less, to a line 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT the north 46 feet as measured perpendicular to the north line of said Tract; AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; }vi Af. .. .• ,'�. u:A..... a.l {�: _ i.l. ...d efet .,l��ulL+:1/N{.tuiT1T.I a613•. veulwtu. .n:w;A:ubwrL.r��Yi�.q ':a::J.w. .� .. K.%a..rtawu`r:.w::=.iti:.:;.»w' %it:��du«iu z Z �w QQ JU UO Cl) CO U.1 LU CO U. w O LL ¢ =d �w z F- F- O z t- U� O- � H w w ~ H LO ..z w U CO) O z 1 EXHIBIT A, continued. (Also known as Lot 7, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 8 The north half of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 1 05'00" East along the east marginal line of the Pacific Highway, 407.14 feet to the Point of Beginning of this Tract; Thence South 13 1 05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 1 55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 1 55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 8, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 9 The south half of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 407.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; ' --- . « .•.- ,...,,,wa " ;" isw �+ aepeaa nwnvz t�K:"• ��: h+;; nwrnl% �6f ?s.4�.!+.Y' .rrn -- z i� '~ w � QQ 2 JU UO Ww LL w 0 LL ¢ N � = C! �w Z = F- F- O z F- LU W U� D F- ww F- O i11 z U= O ~. z h ' rte, EXHIBIT A, continued. Thence North 76 °55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 9, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 10 The north 40.00 feet of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 1 05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east boundary line of the southwest quarter of the northwest quarter of said Section 10; Thence North 00 °04' 10.7" West along said east boundary of the southwest quarter of the northwest quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric Railway; Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 1 55'00" West along said parallel line 263.13 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 10, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. z z �w D UO CO co ui J = CO U� w O UQ co D = �. w z X F- E- O w �5 U� ON o E- wW U LLO w z co U OH z 6 'f EXHIBIT A, continued. LOT 11 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, z f3 Range 4 East, W.M., in King County, Washington, described as follows: 2 Beginning at the northwest comer of Section 10, Township 23 North, Range 4 East, W.M.; w t Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a s stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish v. All Investment Company by instrument recorded August 7, 1913; U O' } j Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument co W Y set at the intersection of said south line of the said released lands with the east marginal line of the LU ' a't Pacific Highway; LL O Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the w Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; LL < r'! Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east N � } boundary line of the southwest quarter of the northwest quarter of said Section 10; W Thence North 00 °04' 10.7" West along said east boundary of the southwest quarter of the northwest z P M4 quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric Z 0 ; Railway; n Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet �o from and parallel to the south line of this Tract; co, `5 Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of o I- f Beginning; = W U EXCEPT the north 40.00 feet thereof; L Z AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under co _ recording number 3124198; z F : N (Also known as Lot 11, Bennett's Interurban Tracts, less streets.) a'. Situate in the City of Tukwila, County of King, State of Washington. Permit No. Return Address: Doak Homes, Inc. 11812 — 26th Ave. SW Burien, WA 98146 Title: UTILITY EASEMENT AGREEMENT Grantor: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantee: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantors Legal Description: LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, R4E, W.M., KING COUNTY, WASHINGTON. Grantees Legal Description: LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, R4E, W.M., KING COUNTY, WASHINGTON. Section, Township, Range: Section 10, T23N, R4E, W.M. Tax Parcel Number(s): 0733000010, 0733000020, 0733000021, 0733000025, 0733000030, 0733000031, 0733000032 ,0733000033,0733000034 Pagel of 3 CITY OF RECEIVED JAN 05 2006 PERMIT CENTER INCOMPLETE L T R # _�_�_____ z Z,. '~ W o! j . JU 00 N W= (n U. W O U. N� = �W ?� F - O. A r- 2 5' U o o �' .0 F-- WW U- 0 Z. co U- o z UTILITY EASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) in fee simple of lots 3 through 11, inclusive ( "Grantor" herein) and lots 3 through 11, inclusive ("Grantee" herein), described in the attached Exhibit A. For and in consideration of the mutual covenants and agreements hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described lands do hereby define, declare, grant and convey to themselves and each other, the present and future owners of the lands described in the attached Exhibit A, A non - exclusive perpetual Utility Easement over, across, along, in, upon and under that portion of said Grantors land described as follows: The westerly 10.00 feet parallel with and adjacent to the east boundary of Lots 3 through 11, inclusive, as described in the attached Exhibit A. 2. This easement is for the sole purpose of the construction, use, and maintenance of utilities, together with the right of ingress and egress for such purposes. 3. Said easement is subject to a utilities easement in favor of any electric, telephone, television cable, gas, water, or sewer company, public or private, or their permittees or assigns to install, construct, operate, maintain, alter, and repair their respective utilities for servicing grantees property, together with the right of ingress and egress for said purposes. 4. Routine maintenance and repair costs of the utilities constructed within said Utility Easement shall be the sole responsibility of the owner of the lot(s) serviced by the utility. S. The herein easement and agreements may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title, or interest in the land described herein or any part thereof. Page 2 of 3 z �Z ;i- w 65 .J U UO CO to W J H CO a_ w O �a_ LL Q CI) i �w z �O z f_ W LU � o' oCO o �- w �O w z U CO) o F- z r UTILITY EASEMENT AGREEMENT GRANTOR AND GRANTEE by: Darryl Doak, Sr. Date: GRANTOR AND GRANTEE by: Estrella M. Doak Date: STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this day of January, 2006, before me a Notary Public in and for the State of Washington, personally appeared Darryl Doak, Sr. and Estrella M. Doak, to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in the instrument, and on oath stated that they were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Notary Public in and for the State of Washington, residing at My commission expires: Page 3 of 3 Z w 6 2 , D U O �o LU N u_ W O J: = cy �w Z� Z U� W W' O ui Z. U N O Z EXHIBIT A LOT 3 That portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line ' parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; EXCEPT the south 101.00 feet, as measured perpendicular to the south line thereof, AND EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for that portion lying north of the south boundary of the lands deeded to the State of Washington for the South 116`" Street Extension by Deed recorded under recording number 3120159. (Also known as that portion of Lot 2 lying south of South 116` Street and Lot 3 of Bennett's Interurban Tracts, less streets.) LOT 4 The north 52.00 feet of the south 101.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; z z �w JU U0 w= CO u- w 0 w D CY = w z z O I— W W 1 U � 0� o F-- wW w z LLi 0 z EXHIBIT A, continued. Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South I I6 Street Extension by Deed recorded under recording number 3120159. (Also known as Lot 4, Bennett's Interurban Tracts, less streets.) LOT 5 The south 49.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South 116'' Street Extension by Deed recorded under recording number 3120159. (Also known as Lot 5, Bennett's Interurban Tracts, less streets.) LOT 6 The north 46.00 feet, as measured perpendicular to the north line of a Tract, described as follows: A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; ,t .. :.. z ;= F- D JU 00 0 . CO CO w J = CO L w 9-1 IL CO = w z �. F- 0 z F- w w U O N O F- wW H F- lt. O z .. w U= O F " z �t EXHIBIT A, continued. Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 °55'00" East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 229.38 feet, more or less, to western margin of said right -of -way 93.68 feet, mor or less, to a line 89 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 6, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 7 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 °55'00" East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 229.38 feet, more or less, to western margin of said right -of -way 93.68 feet, more or less, to a line 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT the north 46 feet as measured perpendicular to the north line of said Tract; AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; z w UO (J)0. C0 w J = CO L w 0 LL < �D = CJ �w z 1- O z F- w W U O . ON o ff ww "-- 0 ui z CO O z EXHIBIT A, continued. (Also known as Lot 7, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 8 The north half of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 407.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 8, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 9 The south half of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of lands released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 407.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; z Z �w �D .J U UO NO co w J = to w 0 u_ C0 D z �w ?� z0 W w V D O N o H- w w" H- LL z LLi C.) C0 F= � z EXHIBIT A, continued. Thence North 76 0 55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 9, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 10 The north 40.00 feet of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 1 55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east boundary line of the southwest quarter of the northwest quarter of said Section 10; Thence North 00'04'10.7" West along said east boundary of the southwest quarter of the northwest quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric Railway; Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 10, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. z Z �w JU UO CO C0 w J CO) LL w O. LL Q C = CJ W F` t— O z F-' W LIJ - �o U O �. � F- w W U �O ui z CO O z EXHIBIT A, continued. . LOT 11 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east boundary line of the southwest quarter of the northwest quarter of said Section 10; Thence North 00 West along said east boundary of the southwest quarter of the northwest quarter, 49.52 feet., more or less, to the west margin of the right of way of the Puget Sound Electric Railway; Thence northwest along said west margin of said right of way 3 5.3 5 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of Beginning; EXCEPT the north 40.00 feet thereof; AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 11, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. I z Z oc � -1U UO CO 0 �_ CO W w O. U. a (0 0 _° z E- O z F UJ U O N. o f- wW U' O w z to z 4 �IILA �`• • "'' � 2 Ci of Tukwila Steven M. Mullet Mayor a'• = o w�� f J' `: •' 2 Department of Community Development Steve Lancaster, Director 1908 December 15, 2005 Darryl E. Doak, Sr. Doak Homes, Inc. 1181226AvSW Burien, WA 98146 t V RE: Letter of Incomplete Application # 1 Development Permit Application D05 -445 & 446 Doak Homes — I I6xx East Marginal Wy S Dear Mr. Doak: This letter is to inform you that your application received at the City of Tukwila Permit Center on December 12, 2005 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) need to be addressed: Planning Department: Nora Gierloff, at 206 433 -7141, if you have any questions concerning the attached memo. Public Works Department: Dave McPherson, at 206 431 -2448, if you have any questions concerning the attached memo. Please address the above 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. Revisions must be made its person and will not be accented through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, 1 A `Jennifer Marshall Permit Technician 5 i Enclosures z File: Permit D05 -445 & 446 PNenniferUncomplete Le►tersO05 -445 & 446 Incomplete Ur NLDOC z J.-z �W 0 W� WO U - to CY = a �W Z H O Z t-- W CO �p U O— o �-. W 111 Ho �O W z U= O~ Z 6300 Southcenter Boulevard, Suite ##100 • 7ukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Z . =Z U O: U 0 W= J � N LL W 0 J . U - Q ` N = d. W Z �.. F- O Z F- W LLj O N. � H W W. U_. O, Z U N H F-': Z - CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards Permit #: D05 -445 & 446 <! Project Name: Doak Homes, Inc. 116xx East Marginal Wy S Review #: 1 Date: 12.12.2005 `a Reviewer: Dave McPherson %a The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.441.2448, if you have any questions. s 1. Provide civil drawings. s t 3 . h { 4 S z W u� D JU UO W =. CO) u- w O� U. ¢. CO) d F-w . i-- O Z �; w �o U O � o F-. W w r_ � �: � .. z w : z 7 ` 7 ERMIT GOORD DORY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: DA DATE: 08 -30 -06 PROJECT NAME DOAK HOMES INC. LOT 7 SITE ADDRESS 11629 35 LN S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Bui d g hifision Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMIN OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-31-06 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit-Ccnter Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUT NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS 4111 CORRECTIONS: DUE DATE: 09-28-06 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenls/roolinb Oip.doc 2-28-02 z Z �w QQ JU UO U� J I.— Ww w O 9-j LL ?. = w z� z o- W �o U O N. t] F- w O 111 z UN O z PERMIT GOORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -446 DATE: 01 -05 -06 PROJECT NAME DOAK HOMES, INC. SITE ADDRESS 11629 35 LN S. LOT 7 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS B iingrDivision Fire Prevention ❑ Planning Division Public Works Structural ❑ Permit Coordinator ❑ �• . DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -1 0-06 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02-07 -06 Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenls/roulin8 slip,doc 2 -28 -02 z = z JU UO, C U. U_ H C0 L w �-1 LL j � 1— O w �5 U� O � O F- wW u' O W z U= O z - `PERMIT OOORD CORY '-- PLAN REVIEW /ROUTING SLIP DATE: 12 -12 -05 PROJECT NAME DOAK HOMES SITE ADDRESS 116xx EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued ACTIVITY NUMBER: D05 - 446 Building Division I t� Fire Prevention or s 12 3 Structural ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete ❑ Incomplete Comments: DUE DATE: 1 Not Applicable ❑ °ermit'Center Use Only NCOMPLETE LETTER MAILED: 1-2,1 t:5 I GS LETTER OF COMPLETENESS MAILED: departments determined incomplete: Bldg ❑ Fire ❑ Ping PW t Staff Initials: ''101 TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 0 1-1 0-06 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenis/routing slip.doc 2.2M2 Planning Division Permit Coordinator ❑ z �z i~ W .J U UO N C0 W J H N LL w 0 La a =w I— _ Z O �5 U� ON o � w U- O. ..z w U =. O z Revision No. Date I I Received Staff i Date I Staff Initials Issued Initials Stag I Initials Staff Date Issued Summary of Revision: et Issued I Initials � Received By J r (please print) PROJECT NAME: 120k. q � 40 (c, PERNW NO:. DD!� Site Address S - -- Original Issue Date: .o REVISION LOG Revision I No.. Date Date I Received i Stag I Initials Staff Date Issued I Staff Initials ( Initials I Issued I Initials � Summary of Revision: Received By: " (please print) " Revision . No. ' I Date Received I Staff Initials I Date Issued i Staff - Initials I � I Summary of Revision: Received By: (please print) Revision Date Staff Date Staff No. I Received ( Initials I Issued I Initials � Summary of Revision: Received By: (please print) Revision No. Date I Received Staff I Initials Date I Staff I Issued j Initials Summary of Revision: Received By: . v.. .,�r�a�ww+anvm'.n. «+s�rn.m -,r., wnN r „�...,,.w...:,,,,rr...Mw^nraww hc.« uts.+a�s rnav! wCrra+ rccS�t�n4G�i4' ifIN. �IEk�iR: �47�F fMAti�M'fMAatlbttS+3�fn.+e„o.. _ I� z z �w JU 0 0 C0 w J = F- S2 LL WO U - �D �w z F- O z F- w w U ON o F- W U - F- U O .. z W to O z �'t {�r�xur � �itt t t d �. < F .w, h ti1.. �� Y t wd .� i i � �•k.W,- .:- �t1ChT. ' +Ff v ' 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 i t Steven M. Mullet, Mayor Steve Lancaster, Director i r Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: R �;D _x Plan Check/Permit Number: I bD,- Y�tS ❑ Response to Incomplete Letter # RSCEf ED ❑ Response to Correction Letter # CITY OF TUKWILA ❑ Revision # after Permit is Issued AU G 3 0 ? P Q Revision requested by a City Building Inspector or Plans Examiner PEFUT CENTER Project Name: S Project Address- t6 2 G-�'� S . "T�J Contact Person: Phone Number: 3 Summary of Revision: i I i t . 1 l 1 3 1 i I I 3 Sheet Number(s): { "Cloud" or highlight all areas of revision including date of revision i Received at the City of Tukwila Permit Center by,: 10416 Entered in Permits Plus on app ications orms -app ications on me evision submitta Created: 8 -13 -2004 Revised: S Z �w QQ JU U D J U) tL w L? CO =w zO 2� U ON off w LL O Iii Z U= ~O F- Z 9 J �vJti- �4, City of Tukwila Stever: M. Mullet, Mayor o! T y Department of Community Development Steve Lancaster Director �.� 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 1908 Fax: 206 -431 -3665 Web site: http: / /tivtivw.ci.tukwila.wa.its . 1 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 -- OG Plan Check/Permit Number D05 -446 ® 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 Doak Homes, Inc. 6 'M � � � 11 Project Address: Ea m Y flat WY S Contact Person Darryl E. Doak Sr. Phone Number: Summary of Revision: Bw^► EC Y M r I t: 1,i _ 9!jl16 , �Z - vII� - V "iRMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including (late of revision Received at the City of Tukwila Permit Center by: kal [�] Entered in Permits Plus on --6' pplications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 1�,. ; <.: t:,✓. �.f;,�» «i ,...ai,,:.iirat34: :` 1.:. r:t,. 4.:+{ 7. d:: anKL' a{. oua.': s,. t .;a:n.Lf�u.«:t.�,�s.w..- .7 l.d.�..i,.a'+, +u:u r.aawGvY.'.u'.�.s�:.«3:::i �L...�s.o:r�.:eY:.:S, u Z ;�- Z �w QQ� JU UO. CJ) CO) LU J = H S2 LL w LLQ CO = �w z r~- F— O Z I— w w D O� off wW w ui CO O Z V.V. box WOODU Tukwfl:" /A 98168 Phone: (206) 242 -3236 Fax: (206) 242.1527 M Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: ® Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: �S Phone :. ' 0 e) �`�'K ,70(o b � 6 Property Address or Approximate Location: Tax Lot Number: cy i'l 04r5 WX S D 733 p p —O V Legal Description (Attach Map.and Legal Description if necessary): p 0 r'f n 10 3-11 13 z n e. ' ' 1►,'i by h T',�.�.'f -! Ld �- - Part B: (To Be Completed by Sewer Agency) 1. a. Sewer Service will be provided by side sewer connection only to an existing L size sewer OG� feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ © 0 `K, a. District Connection Charges due prior to con ection: GFC: $ SFC: $ 7 UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required Maybe Required c. Other: I hereby, certify that the above sewer agency information is true. This certification shall be valid for one year from the da a of si ature. B Title Date 1 I Z �} Z �W JU U y0 J = H 0) LL w LL Q UD �w z= �- o z �_ LU w U� ON C3 �- wW �0 LIJ Z U= O� Z Department of O Natural Resources and Parks Residential Sewer Use Certification Wastewater Treatment King County Division (To be completed for all new sewer connections, reconnections, 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.) Pursuant to King County Code 28.84, ail 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 King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name (Last, First, Middle Initial) Property Tax I.D. Number Subdivision Name Subdiv. # Lot Block # Building Name (if applicable) ) C /L� Property Street Address City, State, Zip Owner's Mailing Address (if different from – ? above) umber (' a) Owner's Phone Number( ' - Z 1 7 Property Contact Phone Number Party to be Billed (if different from owner) i Patty's Mailing Address City or Sewer District 04/d4 e i 5��� Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes ❑ No Type of building demolished? Sewer disconnect date? For: King County user Account # } ; Monthly Rate Six Month Due ,. _ t � 1 1 t ,�1 •. t i , ! F �{ .• !! Y �! _ �l f `�� .ate .. Residential Customer Please check appropriate box: Equivalent (RCE) '®-Single- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 2.4 ❑ 4 -Plex (0.8 RCE per unit) 3.2 ❑ 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 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmissio L;1 L, orrect data f r determination of a revised capacity charge. Signature of Owner /Representative 1 Date f �� Print Name of Owner /Representative , C �� 1057 (Rev. 7i02) White - King County allow - Local Sewer Agency Pink - Sewer Customer ..�. ...nv✓...wtt.. -.. r ., is '• ♦ i• �.. '. ..:... ... ...' _ � .... Z '~ w fY � UQ w= i .- �U- U J 0 G L? C1 I— W Z F— w� W U �/� co oIr- W W �Z LLI U= O Z Look Up a Contractor, Electrician or Plumber License Detail 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. License Information License DOAKHI *092NZ Licensee Name DOAK HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601329337 Ind. Ins. Account Id 58243002 Business Type CORPORATION Address 1 11812 26TH AVE SW Address 2 Impaired City SEATTLE County KING State WA Zip 98146 Phone 2062466587 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/9/1991 Expiration Date 8/8/2007 Suspend Date CBIC Separation Date 08/01/2001 Parent Company I Previous License DOAKH* *10605 Next License #3 Associated License Business Owner Information Name Role Effective Date Expiration Date DOAK, DARRYL E SR 01/01/1980 DOAK, ESTRELLA M 01/01/1980 Account / r -1 \ Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date Until #4 CBIC SC9910 08/01/2001 Cancelled I I $12,000.00 08/01/2001 #3 CBIC SC9910 08/01/2000 1 1 1 $6,000.00 Pagel of 3 Z Z �W JU UO N93 C0 W J � CO U. WO } J. u- Q to = �W 2 Z H O Z I— 5 7p O N ' O H W O Z W CO) H � O Z https : // fortress .wa.gov /lni/bbip /printer.aspx ?License= DOAKHI *092NZ 02/10/2006 r s 4 GRAZE PF-6W, Inc. Reserves AI I Legal Rights To Mater IaI On T'hIs Sheet —Subject To Cr IminoI Prosecut Ion (2_)M!5TA3(v TOR Wr,* Al I Dimensions 5ha I I Pe Checked And Verified Prior To Const ruction_ 2a-6 To Reorder Plans I • f y- - -1..._ . • ._ .- r C ob_ __ k v _ �` `` VL!, � FOR C OM I ; NC '• 3 AGo 3 12006 2006 pitin -`f 01 r 1 ifi- i/c ` -� Rant N00 Pain mview appma b Utga 1d ergs Wd App"waI cF c�.�� not m" of i , L AUG 3, 0 2090 PERMITCENMF, 2001 CRANE DESIGN, Inc. a91 p sa i bR ��E�E�tF6�81 t1C 0 EL I 0 c o o 1� V R U 4 o � W t s unit: ettv.: O4/o5 ow►vuK sir OF 7 Km Moller. 1104M If 0 -..MaA Gty of 'Iiulcwila BIJILDIIVG OlYt&IflN CtTY I�KU+lfZP r 11 0 ELEVATION GENERAL NOTES tI0lJ5E NUMB OR MVWI 5 TO M P05TED ANP R AIPLY VISIft_E FROM 5TRMTT FI'ZONTING STRwR"_ GONTRAGTOR TO atFGK AND VERIFY SOIL AND SLOPE GOWITIONS PRIOR TO GONSTI;ZWTION GRAD DE516N SHALL WE NOTIFIED OF ANY MAWE RE TO COWITIONS ON SITEY FOUNDATION GENERAL NOTES * ALL FOUNDATION DOOR JOIST TO WE 2X10 " W#2 @ Ig" O.G. FOUNDATION VENTILATION WV samw FOUNDATION VENTS = 90 Sq iN. Lola W s - _ 5"1 IN z * W/ 96 M VENTS PR&M ( wAr 111306 '�� * DRIP7Gi1�1G NOT TO D(CEW 2V-0 0461 30 X p I jk 4 * ANam POLT WASwRS sH&L . * AWAiOR P6L._T5 SI En" 31�" MIN. A15V. Prt. OR S INGLE W-Fleo .L5 FOR WA511FR6 & NUT * ALL INTERIOR POSTS @ CRAM- SPACE SMALL HAVE P051TWE TOP & W TOM 60NNE6TION. * Al FOOTINGS @ PFRNETER OF FOWATION SI' &L. W_ 6 (UNP.) * CRAWL SPACE TO HAVE IS" x2A" MIN. CRAWL SPACE A66E55 * CRAWL 5P?ACF-& 64NCFZTE SLA15 @ PASEMENT TO HAW (p MIL. SLACK VI VAPOR 15AW ER. * JXJt_WR/ TOR TO VERIFY ffM. & DOOR KNOGKOWS PRIOR TO GONSTMGTION. ` * ANY F "ATION OPENING TO FE MIN_ S" AWAY M?ZM ANY HOLDoWN_ * MIN. CLEARANCE FROM SOIL_ TO JOIST TO - M W, I2" FROM fLOOR fl-AN (s) GENERAL NOTES 7 T:� i�'xTl Zt�•I i C•� i i , . i' • . � ROOf PLAN OENERAL - NOTE6 * 000 6f-61 ION THRU GENERAL NOTES WY TO FRAMING R_" MP 6�MT5 51 THRU 54 FOR n?V/ L GONSTRUGTPON *V D1 -TAL5 WFATIIFR TWN UK?M ROOF MATERIAL & EXTERIOR SIDING. TYPPGAL 1w_- A"TION: Ouss ORRWM NO`TFD) 6EILINO: R 9S UIV VAU_.T: R-'50 WARM 1f11A-1-6: R-11 FLOORS: R W * 5I`1N_ - Gm w Mw. STAMP & w - wmi -w & $RAGS TO Ml SPEY * TRIG Wu.. Nor WE 19" &rte W hour PRIOR RASM DWI r APPROVAL aF 640S * rtUV_L MANE M601 PETALS & DRAl WDS ON SM FOR M" 9+-W LTM ovJv�QOa�voo * Al IX1WI5 & SRS TO pE 6 X S" OR PIMM UNA. * nP~ OVER SUPPORTS. ATTIC VENTILATION NOES: 1 SQ. ff. *I44/WO-- 70b 6q. IN. MAMERIAL: COMP. SQ- f x I2 � 6 - IN. fib. PROVM _ � IN. +/ LOW PIT CH: 5 : � U.N.O. X30 . IN. HM 2 �6q. FT. *144 /boa 5q. IN. OVERHM 24" U.N.O. --- ----Sq. PRO/ -M IN. x I.2= IN. Wq. 5G- IN- +J LOW FAS�GIA: 5 "yC8" PPOVIDE 5Q_ IN_ +/ HM 6f-61 ION THRU GENERAL NOTES WY TO FRAMING R_" MP 6�MT5 51 THRU 54 FOR n?V/ L GONSTRUGTPON *V D1 -TAL5 WFATIIFR TWN UK?M ROOF MATERIAL & EXTERIOR SIDING. TYPPGAL 1w_- A"TION: Ouss ORRWM NO`TFD) 6EILINO: R 9S UIV VAU_.T: R-'50 WARM 1f11A-1-6: R-11 FLOORS: R W UPPER FLOOR FRAMING PLAN GENERAL NOT r •'t r M I s 5 r / OR 440 ► / :' I ' & OARAOE WARM WAIS TO : / C 4KrRA6T0R j U? rf A PNC /' TO C4N5rKY "M T"? aW 64 1W COWWTIO r SLU5 F E' ► E- // POOP6 TO , PEE / EWA P' TO /' aW F NX r T O : SAF a 51 / r /' TO i .I 1 i ff d R06 R06W & AT A POW / EP N A H&L /' AF L 06 , ATW ON - / /' / '" ! r / I / RR / ■' KwatmFAN Arrmm rAN (3) AWRY FM (1 ) Ia "VW aU MME HRW Fart Wrm 14 MR TUM 9wrrat nor WFW MP UVERAW PAW f at Alt PAWAW - W-W aW (5 bedroom) vwm "MM FM �. ALL FLOOR J01 6T TO M 9 11V TJI Ito SERIES @ 1 ,0" 0-6- U -F-66 NOTED ORI ERWISE I. 66LID PLOGKINO NOT TO 10- a" O.o_ 3_ ALL MAW APOW PLATE TO HAVE MFC�. MTL. HAWER5. No di mmies sal be mwk to �. s f •• .. -ms's vor::zii g ail 1i:.,• .�• TOR NOE- All Dimensions Shall Ae Checked and Verified Prior To Cons t r uct i on- i WNVOW(s) AEA TOTAL 6LAZW AREA TOTAL LM40 SPACE ZAV ff . 14.2-07o SEPARATE PERMIT' REQ ® FOR: Mec MICal Plumbin Gas Flptng city Of T wou BWLDING ©IWSION e1TY RECEIVED KWIL I iV C O M P L Ettfiwrr CEnnER 1 `I 1 T R A I To Reorder Plans 11 GODE�M �AN� FEB - 7 204$ a mr. nnhq[ON . v=' "A 'O elft +' n .J ,sue" �'.- ,.ri � r..� �!� :`s ,�'• - -'- . ca7nz�rtr 4D 2001 CRANE DESIGN. Inc. o����> 9 A a�� o Ic d *a Y9-+ o N g IR 1 3 i.� S EW C rs dx i C 4W . M M $ ii ' Z u ra Z— dd, r u" ° d3 U u CL C 0 N >b s d. N .dd 3r0rp5brllt a* _0 d V d p a �O d d - h C O �.S�S S pp�dd.L `` t L >p996L��J� OL y. i t � . t � . 0 O:p04C PE O�00 -0 IL t - 6 1 6 8 O IL to �- N `° • r Mimi w O w ~ s o4/as G -I PLAN MNIBER nok07- s t IL Fv / 1 r / / r►S ► - v r. ■ru / ■r r r / r ..� r �►� I r . / 111 / t '" : ��/ it ► r F / .11► 1' i 'ta► �i - �'�1d � i WAIL L ERM 2x6 W ALL0 2M W A15 ri r ovJv�QOa�voo -E 11p�iiip"P�1�11 FEW ED =� M UPPER FLOOR FRAMING PLAN GENERAL NOT r •'t r M I s 5 r / OR 440 ► / :' I ' & OARAOE WARM WAIS TO : / C 4KrRA6T0R j U? rf A PNC /' TO C4N5rKY "M T"? aW 64 1W COWWTIO r SLU5 F E' ► E- // POOP6 TO , PEE / EWA P' TO /' aW F NX r T O : SAF a 51 / r /' TO i .I 1 i ff d R06 R06W & AT A POW / EP N A H&L /' AF L 06 , ATW ON - / /' / '" ! r / I / RR / ■' KwatmFAN Arrmm rAN (3) AWRY FM (1 ) Ia "VW aU MME HRW Fart Wrm 14 MR TUM 9wrrat nor WFW MP UVERAW PAW f at Alt PAWAW - W-W aW (5 bedroom) vwm "MM FM �. ALL FLOOR J01 6T TO M 9 11V TJI Ito SERIES @ 1 ,0" 0-6- U -F-66 NOTED ORI ERWISE I. 66LID PLOGKINO NOT TO 10- a" O.o_ 3_ ALL MAW APOW PLATE TO HAVE MFC�. MTL. HAWER5. No di mmies sal be mwk to �. s f •• .. -ms's vor::zii g ail 1i:.,• .�• TOR NOE- All Dimensions Shall Ae Checked and Verified Prior To Cons t r uct i on- i WNVOW(s) AEA TOTAL 6LAZW AREA TOTAL LM40 SPACE ZAV ff . 14.2-07o SEPARATE PERMIT' REQ ® FOR: Mec MICal Plumbin Gas Flptng city Of T wou BWLDING ©IWSION e1TY RECEIVED KWIL I iV C O M P L Ettfiwrr CEnnER 1 `I 1 T R A I To Reorder Plans 11 GODE�M �AN� FEB - 7 204$ a mr. nnhq[ON . v=' "A 'O elft +' n .J ,sue" �'.- ,.ri � r..� �!� :`s ,�'• - -'- . ca7nz�rtr 4D 2001 CRANE DESIGN. Inc. o����> 9 A a�� o Ic d *a Y9-+ o N g IR 1 3 i.� S EW C rs dx i C 4W . M M $ ii ' Z u ra Z— dd, r u" ° d3 U u CL C 0 N >b s d. N .dd 3r0rp5brllt a* _0 d V d p a �O d d - h C O �.S�S S pp�dd.L `` t L >p996L��J� OL y. i t � . t � . 0 O:p04C PE O�00 -0 IL t - 6 1 6 8 O IL to �- N `° • r Mimi w O w ~ s o4/as G -I PLAN MNIBER nok07- s t IL Fv / 1 r / / r►S ► - v r. ■ru / ■r r r / r ..� r �►� I r . / 111 / t '" : ��/ it ► r F / .11► 1' i 'ta► �i - �'�1d � i WAIL L ERM 2x6 W ALL0 2M W A15 r s GRANS DESIK Inc. Reserves AI I LegoI Rights To Mater ial On This Sheet —Subject To Cr iminoI Prosecution LE FT ELEVATION p /8 " " = " -O REAR ELEVATION I l8 " "= 1 " -O "" RI 611T ELEVATION I /8 " =1-O Wit% WNEER ■�I / /� /% ■■■ 111M 1■ 1 ■! ■fl ■_ ■_ Ii ■_ ■_ �■ , , ■ N ------ m , I - RON F- VA TOR NOM- A t I P i rnens i ons Sho # I Ae Checked And Ve r i f i ed Pr i or To Cons t r uc t ion_ t To Reorder P 4 Il r ,• .. - :J .•t: •., Vii:.! l f� ~ . �i C IL ..= 6OMP ROOFING I I/ rxk '" R-6-6-ORNER 6 "' HORIZ SIDING ,W1.)VIA f. � vo#%� No k3 t j it' �- ( "XS" FA4561A 14? � CODEW 60 00mico t: to _ 7 2006 co o f T u kwila t 1t1 AffiIZOX ,�Nr- IV RECEIVED CITY OF TUKM A JAN 05 PERIIAIT GENTER w7YRrviv ® 2001 CRANE DESIGN, Inc. NuC� NO =o Is$ it 3z g ���� -ps «L I �' s � N N 1 � 4- • LLL ph S N O�1 C -N V gN$I s H a n� v 'N .CNO 180 l? d 4 d c US L'N L 2 06=5 Ea 0BE-01 tr ig N JC fA C d a d a d go� N o�i d�� d�' d-0 0 jq x CA id0Z�da 7��agd 'a xadLal i —Cri bL�L NOSOOa- &P Ik 0 LIL s� O N V 0 C� Mimi v R ILL Q i ft � 3 o o4/as 7 l0402 I if _aaAi {2 w +tl 0 r 3 d c� to �O 0 a 7 Q TN O 0 N 7 a Z N Ir Io ,r y a � C Z Q O 3 Q. Q V1� Ro /1 8,_ D O 2 r — ,r I -9 �'• �'' Z • I i I i •r I I t •• w ♦ '' � • I �• I jinn Vx0 /M •. i 1 ( ''� �i� •�YVO -� /o �--� •ENO -� ..� _ • I • .• ., • ...• . •.. , 1 .. :• • 5 ' 10 •'.r' I I ' • I i �� g • I 1; • I I A I f T I .. .. I r J I v (C-;AP FOR I,= I • , • • . • �♦ . •� �, •�, � � , •r I ••' 1 � ••I• ••'� 1 . • •' r 1 ti i• r • •• • .^ �•♦: • 1•,A• PLUM • • I Al i • •' I I ti f •• I' I I �v i • I t � I .. I I '(� r i ... �. : • f (J V • . :• i 1 I •• I 1 I I L .. _ J •. i 1 I 1 tfas •. I ' ,� •; ( Dom UNO ' • I Q N 0 0 I mo\ M z v M V) Z Y o� n o� I ` �% ` 1 � 1 a y I I •. .•. I Q � Q :�. I 1 •. •w•wwn• _w>w� w•70000w •000000• r +loo �ww� wl•�w rr� _ w� rte. r •� _- �rrr err• w..rr f n 1• r, i• • •'•Y �i,• 1 4 M • 1 ' '• • • ✓. , • 1 r ! .. '� • • L 1.1••• �{ •• • , • , • •• , � � • 1 ♦ y-w'• ►- -� � ' •, ♦ • • , • • •• i • ✓, • • r• �• • ,• •• /.• • • • • , '� , • • • r• • �,• ti t,i•'� tip• �••'•• '•�. •' • r• �• •• ~•• ��• `••, .� �y wvww_ �•...r _ _ •w•w.r � w>a .�.�. n•r� �� _ ww••ws ��� w�wr •w•••.w� .wd.w•. r!.r.r wr•^ �.r. _ � •wsww>. •war r•.r % i V// VMooMo TYP) C�S1 111 � �S 1 son 10 40 400 N #F4 04 Lo ax ow �. C4 1C ..J f V A j •.� � • �.1 ' •..1 '1..rZrt i� a+i• cri •i ' •1• ''• �' •aV' ' 1 •,1 •..x•1 •/ � � '�'.•t ; .��►• .i,,� �.•�.. '.,., • k.ry A W a Nation Wide ToHwFree 1-877- 642 -3675 FOR: Mr• 10115 W. voll Hwy. Mrr102 � (425) 636.0538 "%4 CRANE DESIGN, INC. I 0/ 4 ` i •w N I Q! 7 0 ... ! < I f I � I N �L.-O YP) CTYp) � 8 S N Q Q 0 co 0 0 �w O LIZ C Cr O 3 0 Q �o tN A O The drawings and plans set forth on this sheet as instruments of service are, and shall regain the pro arty of Crane Design, Inc• Usi of the drawings Is limited to a sptc! ad project for persons named hereon, and for the construction of one bdh�g. Anyy use or reuse of said drawings Is strictly prohibited without the written permission of Crane Design, Inc. Written dimensions on this drawing shall have precedence over scaled dimensions. Contractor shad verify alt dimensions and /or conditions pertaln1mg to the work prior to proctedlnp to the construction pha Crane D � es � , Inc. must be notified of any variations from the dimensions and%o conditions shown on these drawings, and such variations shall be resolved by Crane Design, Inc/ prior to procetdtnpp with the work, or the contractor shnU _accept full responslbllty for costs to rectlfY same O e 7b r. �N rn� J fTl C. �" rn C) ° M o� n o� I ` �% ` 1 � 1 a y I I •. .•. I Q � Q :�. I 1 •. •w•wwn• _w>w� w•70000w •000000• r +loo �ww� wl•�w rr� _ w� rte. r •� _- �rrr err• w..rr f n 1• r, i• • •'•Y �i,• 1 4 M • 1 ' '• • • ✓. , • 1 r ! .. 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I 0/ 4 ` i •w N I Q! 7 0 ... ! < I f I � I N �L.-O YP) CTYp) � 8 S N Q Q 0 co 0 0 �w O LIZ C Cr O 3 0 Q �o tN A O The drawings and plans set forth on this sheet as instruments of service are, and shall regain the pro arty of Crane Design, Inc• Usi of the drawings Is limited to a sptc! ad project for persons named hereon, and for the construction of one bdh�g. Anyy use or reuse of said drawings Is strictly prohibited without the written permission of Crane Design, Inc. Written dimensions on this drawing shall have precedence over scaled dimensions. Contractor shad verify alt dimensions and /or conditions pertaln1mg to the work prior to proctedlnp to the construction pha Crane D � es � , Inc. must be notified of any variations from the dimensions and%o conditions shown on these drawings, and such variations shall be resolved by Crane Design, Inc/ prior to procetdtnpp with the work, or the contractor shnU _accept full responslbllty for costs to rectlfY same O e 7b r. �N rn� J 4 r L w a qW ii �7 Q N O N s 0 css co A N a a N �D a 0 -1 0 r A P 1 O 70 O 44 0 ( �1 N 0 0 ` r z M O r V) V) 5 z v n y n -� c) -no n U •-1 m M rl� M u o� co V 0 / AJ �I �i N l Wide TolinFree 1- 877 - 642 -3675 x�r- iaiya w. vaasynvy.,rrnaa (425) 80559 CRANE DESIGN, INC. 0 FOR: QI Q 0 i l� O n O to tD CD N r O �o N O O co O N s c� c� c� Cr O 1 O 3 0 - v 0 c 0 The drawings and plans set forth on this sheet as Instruments of service are, and shall remain the property of Crane Design, Inc. lip of the drawings Is United to a specified .lect for sons ne�ed hereon, and for the construction of one pro bu ldirv* Any per use or n reuse of said drawings Is strictly prohiblted without the written permission of Crane Design, Inc. Written dimensions on this drawing shatt have precedence over scaled dimensions. Contractor shall verify all dimensions and /or conditions pertaining to the work prior to proceedinq to the construction phase. Crane Design, Inc. must be notified of any variations from the dimensions and/or conditions shown on these drawings, and such variations shall be resolved by Crane Design, Inc. prior to proceeding with the work, or the contr actor shall accept full responslbilty for costs to rectify sane r 6 4 - I CRAM DE516N, Inc. Reserves A I I Lego I R I ght s To Mat er i a I On This Sheet — To 6r imi na I Prosecution 9 1 /2" T. II 10 iGFR 1FG_ ABI/" i_ I I KI I LOO I RAM I NCB TOR NOTE: Al I Dimensions 5hal 1 15e Checked And Ver i # ied Pr for To Construct ion_ To Reorder Plans 0 11 .4 1J 2001 CRANE DESIGN, Inc_ 3 SHEET 4 00 7 Of 1104M s 0 000 REVIEWED FOR CODE COMPLIA14 FEB - 7 ?,, 303 Ity CfTJJk►aI� �- �f Wit' '�. �:• le y` i, f ` � _ t j •• 1i RECEIVED CITY OF TUKWILA JAN Q5 - PERMIT CENTER d A E E— i �yy L3 �o S• �C�L o �°�d.Y�� ��` ;A IN IL CL r or o N o z _p E ob P 0 0 `L �s r Yi X C 4 H -p >-V z p 9`` d o? 1 a � O3 �i� a is a� a � a� d �Ld�dgdd 4 s0d���o� t� 4-t00U U 4•64.4- LELLOSL0 f - NO.CQ0m [L' 0 ILL to CS N � • C? � w z Waft 1� � W 'LL Q o LIJ � � Q P oc s = C� o 7� Z Y DATE: I REV.. 0/05 � owAww: Ojf5 r a 4 0 CRANE b1r5I6W Inc. ReservP9 All LegA I -.IqI tt a le--) f`fA tpr fA I 0"I 11 11-en StA! Sub ject 10 Crfrnlrta I t fors i i" i - &) • N01E: All Dimuislons Shall Se Checked And verliled Prior to Cortstructfon. To Reorder Plaits I(SI 642 -36 5 I TSE LE GEND GENERAL NOTES ALL l4riADEf" To any L 0 tl t pile 6GWEDUI:fi �xlm D r-02 2xd 9► u� W,�LLS (U.N.o.� . 1� ,4LL GARAG WARM � a SHEARUALL PER BCI IM)LILE i 1 To �� �xG STUDS, (uJ4.o.J CONTRACTOR $WALL cNEGK AND �d► 3 ANcI�oR 1501- PER VkP Jr-Y ALL , � lmEk sioNs PRIOR �WEDUL.� •TO �t6TRUcTIoN. &E SWEETS 8 -1 T14FWL1G14.S -•4 • STRACTURAL D ETAL3 - FM coNStI UcTioN AND NA -, FOR TSE g NEET( s) 1. SPECII= fO ATIo�ls, a CUTTE" 4 DoRllht ,wPaifi t TO tam f _1 PRov �As 1' -cx FsY CODE. M lhl• A�30�► �' ��IUSt kx1'EI� 3: •�' # , 'V ,•.• 005LE Ott s1W-3Lk M1Jp s1LL:3 0JAsl-IEOM Al b NUTS. f ' iFx ERiCh: Dooks TU i IAx• sTpv' arw 111K 36 f I7�E,P LEI oimG PER SEC. ' CONCE • ED bRA�t oPENIhIGS PER SEC. 108.E Ltz c. I ' ALL MOWER -':-!McLOsURE t m ' •I•o ores! 4 idt i d- NO T aL lc*G, _ TO BE -- Ti , s C:iLAss. -PROVIDE Cox f'OST OR ro 1 C oNc. CURB TO PROTECT wow IUATER NEATER 1 HjMqACE PROM YE WICLE S. �P �' LAP sp UcE * DBL. ToP SECTION 232,0.11.2. LocAf.oN ` ; MiNIMi�'i fZ5 W,�• KlTcwE.4 FAN l I 1 1m0G SATNROOM JM t33 5r�d =r1 L. AI AJ my FAN . � f 1 i ' fro G34i Q-IoLe NoUSp- - PAN' 0 socii f t•1 -2 bedrooms- emcpM (3 badroolns� 0 loocFH (A be drooms ) ' 120CR" f f 5 bedroomo t�CFNf w-I.OLE I.�Guw PAN i1 24 ,400M 000 TIMER StillTCi I-IoT WIC ;4WD w%0 ERwT DOOR FOk AIR PASSAGE TYPICAL. i �' � �n • +7N�ii tl l• `0 •• ��iN�rA�.l�dri' vk 00000 � n Cc �. + r (, M LB �a -0 > oc o g e t y � N `i u tl L n V N �• O L b�� a ew jt -ao 00 aaac "0 it t Ni �: cy C R A LO'Ut L E T C D T IC L AY OUt ^` . - . by OMER W w � u D''ETEcToR ` _ C `c r4 = SMGI�E DETER ORS .To - BE WTALLED F " i 3 - IN- ALL SLi t** G r�OCHS s A T A POf1�fT a, .-, � ...,� . CENTRALLY LOCATED H A HAL OR ;z3 Q, ELL t� FROVIDING ACCESS TO A SLEEPO4G ALOt* Ul 1 >ETEcToRs CENTRAL i •LOCATED CN ALL F:_ 00ft, 140T IUIRED � Q E--• • �" . _ I INTEKCOWECTEC) tU/ BATTERY BACK -UP , Z RECEIVED t CITY OF TUKWILA � JAN 05 200- Cli -31. pop es 141tir c - PERMIT CENTER . ..i . _ .r. AT REV.! 0 5�r Wa 00 � uu� i • ✓_ , _ - _ 0RAWN: �. ve.; FLAN NUMBER: 1104 COPyI4GM 0. 2002 CRAHE DESIG14 Ilic. .0 i M0104A 0 0 4 s. w • 1 _II N 0 �N s 0 M c>s M a a M 94 _. a M 0 0 N 19 C A O MW v ?D c� O IN CL a — N) IV O 0 U In A z M v rrl LO 0 z S n I �I A J O a I I / IV �+ c, 0 Cr. M r_0 r -, n J ao o � O Po • �. 2L �o L 00 N � l c � ^c r • 1 4 r• "� • 1 4 0 1 L,J i ` ' X• On •� ' 7�.,, r , , ,f. :x,. •�� �o • O N (M 5 _ IVIF V %2 I KLAt _* MS G "L4 U.G. C"'� �1 e rn CM A _. CD �� � � r.. � Nation Wide Toll -Free i- 877 - 642 -3675 armor - 19115 W. v+ursrrrwr• Enos (425) ggg.05� CRANE DESIGN 7 INC. FOR: �O V' K ,O N . n 0 A V/ N a i— c 70 1 0 Cr O' N N S a ca, t tD A 1 O 3' a 0 c� A C ,-r O 3 The drawings and plans set forth on this sheet as Instruments of service are, and shad remain the pro of Crane Design, Inc Usi of the drawings Is United to a specified project for persons named hereon, and for' the construction of one bultding. Any use or reuse of said drawings Is strlctty prohibited without the wrltttn perr�lsslon of Crane Design, Inc. Written dimensions on this drawing shall hove precedence over scat*d dimensions. Contractor shall verlfy all dimensions and/or conditions pertaining an to the work prior to proceeding to the construction p hase. Cre Design, Inc must be notified of any variations from the dimensions or conditions shown on these drawings, and such variations shaU be resolved by Crane Design, Inc. prior to p roceedin gp with the work, or the contractor shall accept full responsibitty for costs to rectlfv sww r, Li! 1 a U CRANK DESIGN, Inc. Reserves All Legal Rig hts To Material on This rat - wet - Subject To Criminal Prosecution NO TE felr=R t4 FRA*MING BANS AND amr= Its $I - t14Kd 64 POR T YPI C AL CON6TRUCTION A V t*tAlL6. tMAt1 -IM PROTEC UNDPP, 1'2001+ HM ERiAL ! t!xTP_RIoR SID Wen As PP-k SliC. 1•# U -mc. T Y PICAL INSULA11ON: (UNLIFas oT?- mWisri Ho mes G �1LlN : R -. Sg U1AM -1 WA 140'- 11 ,4 Y4 1 - ra;r c vr. , - f N f i �.Ir -F�t� Ft.t�-ropl -0 �O 3 1� ` 13ED#3 - r v LIVIWO AN r X - I�• — e " .2 11 IL za t Z ., c�uq�l ��a 13c�TSQ 24'�0�. 14/ r&, rtrt -- OAt-I �Izs i I i •CONTRACTOR NO TE: All Diaoensiom shail ee Arid verified Prior To consuUction. r - I To Reorder Plans V811 Y642-3615 AI?1zl�l�'� . r5i REWEWED FOR ODE COMPLIANCE FEB - 7 ZOOS aby Of TuNifli �, 2t 0,'a L s jr Sk p x a I LByV a C V ol a 41.� ff � S"pN' �L ° t' d f� 0 a o � w ° � MM Gt c' L> 'f' CJ d p i va tLBaN C .0 °u- NVI�I,. ?A �aadd uu cq� it 9 N •J �` z�,os � b640 ��,� : O��tlilrC O Cal i1 E•• • V L ar �s ul 4 c , It-• LLLLLN..... O 1 O O h'G a. z t�il t� u a To_ ci C? F -- C9 t13 _o E' Cd 'SUE I 1 tm jDAT .. �• W `f1 � r / r • �• _. �� s .. , c t J . 'mil • t • � `s .. -�i Ja -� •. 1 CIT REC -rMM PERMIT CENTER COPYRIGHTO 2002 CRANE DESIGN inc: 7 OF 7 uw �eEIt 110402 _.mAj r0112 2q 0 &V m r BE D#2 OAU 0 rA MILY ' , _ _,_L�..i. ei I_4A_ _I C. —te - • - --- --�- -- ` - fi r- - SECTION THRU 1/4" r CRANE PE51611, Inc. Reserves AI I Legal Rights To Mater IaI On This Sheet -- Subject To Cr iminoI Prosecut Ion MIR 7/W APA RAT® Stf_AT11�16 -- ---- -, 16d ®Ir06. lad 0 6" OL. MAX Sd @ 6" OL_ EAaj (3 ROWS) 5ET IN 6RAVF1 LW- gyp # Ap PIA M RT) -� REAR W OG. 6" i / 2x6 STNS 5 /4" T& PLY. 611T. OR 05.E �" Off. R -3r0 GATT W. 16d 0 W OG fi7.jXR J015T PER PLAN (� AN IOd g V OL. FL Irmo To 2" VIA x Id' A w/ I /a " X �" x 3" d " D.C. MAx WAS ® d' MAX. O�a� & V�5 2FROM EM5 EJ1Gt I mDh S" UP 6" muz F AT ION S PLATE, MIN. JOIST FiRADF ----�_ Zxik P7. NW 5LL #4 GONT: REIW POR E.A ML � Al.t. VAPOR ) IZ" CLEAR W-.$M TO EARTH IS" aEAR P0 OF JOKAT " MCI TO MTH 3" 2 #4 GOVT. REAR TYP. ONE STORY FOUNDATION W TYP. TWO srcR 1 1 IL6 I. H*VRAL SHOULD NOT WO"T MGE THM 3 1/2' INTO I� RE -TARED STAIR I-IO WM & S IP HAVE A DACE OF Nor LESS THAN I I/2 THE WALL & Tl i 1L. 2. T Hf- HAN96W Z �PORTION OF I 6"0" NO E T r 15E LSS HM I I /W" OR MORE IN ( ,055 tGTIONAL 3. HANPRALS SFO" NAVE T HER EMS OR 5I TERMINATE IN W-WE,L POSTS OR SAWTY TERMIN&S. FIRS PLOCKINO I. PROVVE EIRE ULOGKIW H GaNGEALED SPACES M SWAR STRINGERS AT TW TOP & POTT'OM OF T1'E f" & DETWM4 6 5 Ate & IN LW WI TW RLN OF THE 617AIRS F THE WALL UMER THE STAIRS 15 tA`FI r-MP AN / mss. M f i S s f r f 1 ► � � # / / • �.1 RIM JOIST 1>/4" T86 PLY. 43K. OR 0.5.P. R -V INS. M-00R Xr-*T PER FLAN iPLM W& WO TO �E,) I $ 0 �w / & I �" T 3 5 j&L ive ISE NOf T111W 7 T PWVETERS FROM GORNM & W MORE T" QOM TM ENP5 Or EAM tVNVLW- Fa" 6ILL PLATE, MR - r EMN3*M 2-mr F.T. MLV%.L z (I - OE STEM 11V�� FOR EA M b Ml-- - ARRER 3" MR or R 4" 2 -- #4 GONT'. ROW ATTIC W%"TION R W/ mm. R TO m U%V W ATTICS VWM LJO'r ANAL. W PITT) I /Z" 6" OW) � & 04110 r � oIGIW6, l0' OL F .V - TYP) w %/if R W AATT W W/ Vs f - Tii• i I vm m r � sP&E To Iry W W A 4•rM.+ TM S NPSM tt HWRV,*C TES a r-e of'. I MW etA5KS W/ SCWH TOE wu... w/ (2) 10d EA EW To TRUSS OR RNTM TYP. & PROVE GONt : ROW OP P.0W SIEAT"NE? NALm ® 6' O.G. mw I� �� t'AaGtA W/ LONE_ \ M- TOP FUSE on FIR FLAN _ I >MWW -- FM RM Ur. W ARM NAILS - 24 SWS 0 16004 OYM R V AArr NSu.... w/ VAPOR PAW" w/ W. 71W At'A RARV afAn*b (ME PLAN rW W&W & %W) Wr/M NASW P/M OR "LT r DE � T � � YII r �! Vm & WAL fWATM& T1fPIGAL. • ALL r_. B._ WAIS. 2x 00FTOM PLATE 2x RM joisr P.T. Ix SLL RATE 5EF I/51 f�OR TYPICAL >=mwym NOTES . f TYR WALL '5f-6TION STAIR SECTION maN (z) sus z lo" M PLATES 0 6HEAt wit OVER V wm OUNdATION /07 :' i• i i ;r . s' 1' 1 / / I" . L I f A W rn-%M (um 6-y) TYP. Pasr & MAM W-TAIL TOR NO'T1=: A I I D i mens i ons She I I Pe Checked And Ve r i f i ed Pr i or To Cons t r uc t i on- 2 x 4 Sly @ I6" OL. To Reorder Plans ( �N6 W T ' ) PT M W RATE w/ 512r nun. � r b ImV 0 7 I � a...r B mew mw LOOM CO TrE ENDS OF I" IWNVUAl. MWATM % L. PLATE, �/ � �� � O�'Q 4" GOWA P-P I=U. w /� 6x6 - mi x .I W1NM. IN 5L11I5 r. r- 2 , , RI6D NWATION 2 MIN. PTRLVW POLYSTYRF.W) ,i" �" ��► J4 REAR - 11ORIZ. ® O,G. Id' #4RM®Woc. (2) #4 FWM TYP. PAeEMENT s_n� �Q Jn t PLAN IsID, ) M mi 0 4 w IN P-M-3ft -W V wA�) & WT OtAL L DE NOT" LESS THAN 7 De T (43/s �� Nor HODS OF EAG#t ���IVDUW.. FaWATION 611 PLAT IN. 7" t�i I" (0 #4 GONE. FOR MH 10" OF WALL WWI K STpaI wAu_ d Tt�t- Q 4" 6RAVEL "-L W/ . 6x6 - IN2.I x W7-J w WM. W Q-* M its iA R- W R16D W L MIEWEV FOR TYP. BASEMENT eI_Ab #4 VERT. 0 ALT. I1AAC5 -2 - #4 Ca ° E COMPLIANCE IR 11000^11cf) FLB - i 2005 klty. or TuKwlla POSITIVE _Z GOIWFCTION z v RECEIVED CITY OF TUKWILA JAN 05 �'' V V V PERMIT CENTER COPYRI61tr ®200 CRANE D�SiGN, Inc. A •� o , ) � � h49 1. 1 If ��o 06 5j L RA o oa h, s 5 H > Ed a 0 b L of gg u0 0�• d { COL. � '• L L u> oaLa ��oo �s r ~ a 0 aLu a aMx L � cL > >> J Uat . rr di a a ca �C r .q.l.E U o.sooa�n 0 ) 1O N 0 0 to O Q C s" O O � � O )ATE: REV.: 2003 I.B.C. w ow NuMem S1 . /! . r. Or rLAN 15-7 WO TO 2x4" FT MWSLL w/ I/2" A W rn-%M (um 6-y) TYP. Pasr & MAM W-TAIL TOR NO'T1=: A I I D i mens i ons She I I Pe Checked And Ve r i f i ed Pr i or To Cons t r uc t i on- 2 x 4 Sly @ I6" OL. To Reorder Plans ( �N6 W T ' ) PT M W RATE w/ 512r nun. � r b ImV 0 7 I � a...r B mew mw LOOM CO TrE ENDS OF I" IWNVUAl. MWATM % L. PLATE, �/ � �� � O�'Q 4" GOWA P-P I=U. w /� 6x6 - mi x .I W1NM. IN 5L11I5 r. r- 2 , , RI6D NWATION 2 MIN. PTRLVW POLYSTYRF.W) ,i" �" ��► J4 REAR - 11ORIZ. ® O,G. Id' #4RM®Woc. (2) #4 FWM TYP. PAeEMENT s_n� �Q Jn t PLAN IsID, ) M mi 0 4 w IN P-M-3ft -W V wA�) & WT OtAL L DE NOT" LESS THAN 7 De T (43/s �� Nor HODS OF EAG#t ���IVDUW.. FaWATION 611 PLAT IN. 7" t�i I" (0 #4 GONE. FOR MH 10" OF WALL WWI K STpaI wAu_ d Tt�t- Q 4" 6RAVEL "-L W/ . 6x6 - IN2.I x W7-J w WM. W Q-* M its iA R- W R16D W L MIEWEV FOR TYP. BASEMENT eI_Ab #4 VERT. 0 ALT. I1AAC5 -2 - #4 Ca ° E COMPLIANCE IR 11000^11cf) FLB - i 2005 klty. or TuKwlla POSITIVE _Z GOIWFCTION z v RECEIVED CITY OF TUKWILA JAN 05 �'' V V V PERMIT CENTER COPYRI61tr ®200 CRANE D�SiGN, Inc. A •� o , ) � � h49 1. 1 If ��o 06 5j L RA o oa h, s 5 H > Ed a 0 b L of gg u0 0�• d { COL. � '• L L u> oaLa ��oo �s r ~ a 0 aLu a aMx L � cL > >> J Uat . rr di a a ca �C r .q.l.E U o.sooa�n 0 ) 1O N 0 0 to O Q C s" O O � � O )ATE: REV.: 2003 I.B.C. w ow NuMem S1 AT TYP. OAf zACE I Y G'UNI7 ION ...�- .�- ��,,..� f % ATTIC ve p ff � 1ATION 1/w OR IpOD GP !smm t�3 +t Y ' .. POR pzmm caw. SEE FRANC FLm ����� <<`' T & 0/ATION W/ MU 7/1d' MA RAT® f .•` ^ *MT MO IM w/ W - e PANEL LENb TO Pw -CTtoN of nWA4& Y _ =- ' T •� }' At=D ALT""TE PAC- ETD Xgws DY H&r PX*L UMTH NAlS> 6d 0 4"O4. n ,r WAJ rMT AVOW 1W. Or rLAN 15-7 WO TO 2x4" FT MWSLL w/ I/2" VIA x W AP w/ 1/ 47 x 3" X 3" W� @ O-e ox. & ITT 511ALL DE NOT UESS THAN 7 1OLT PWAETERS (3-1/` 1 CORNER & NO MORE low Ir r zOM TYP 6r b" FDNL FOWATION SILL PLATE, & MN. „ oF #4 wa.�' 4L' CON(. SLA* OVER t 6RAVEL ,- ELL w/ 6x6 WZ.I x w2. W.W.M. IN 5ffi. : _ z 4. VERT. REAR 0 {S" ox. MW. 3` 14 3" (2)-• #4 GONT. fTW I2 " "I POW MWWS WITH NOT LESS AT TYP. OAf zACE I Y G'UNI7 ION ...�- .�- ��,,..� f % ATTIC ve p ff � 1ATION 1/w OR IpOD GP !smm t�3 +t Y ' .. POR pzmm caw. SEE FRANC FLm ����� <<`' T & 0/ATION W/ MU 7/1d' MA RAT® f .•` ^ *MT MO IM w/ W - e PANEL LENb TO Pw -CTtoN of nWA4& Y _ =- ' T •� }' At=D ALT""TE PAC- ETD Xgws DY H&r PX*L UMTH NAlS> 6d 0 4"O4. n ,r WAJ rMT AVOW 1W. r D E S I % I , Inc. Reserves All Lega I Rights To M a t e r i a l On This Sheet -Sub To Criminal Prosecution E/ aMTHM UNV fr..._20 sw WAL % / -a OR rr. / EI • / " s i 1 rX W r. / M ; / r ._; @ RIM Jo .� M & FLOOR J U 0 . 6 . ;. S PLATE, RU ,. P LATE W ,. PLATES 6TW WALL 15 .. / r (r mm is mmwp, Ewmmme / O lkL q ► E6 *V� f / '� ! / // / • / • / /•' / / /• ^• / / / t I ► / I / 14 F Pr I ►�. ! ; d @ i / MW COW /^ W0 .' / .E► OR / 2 AIR W r ' " STUPS & 64 H!SU- r eaZe i WNM O N OR AVEL. FILL PIA C4 WF MEP A HE16M I' SEE r ,� A /' O F './ E. /. M) FLOOR ELEV. WkSS ENONEMEP WALL. PffAUS '•/ Imo/ ' 70 fO M P AT I O N • W ff 1 1 / . i JUMP SEE FLAN FOR 5f7E— (2) 2 5r#2':I6 TE 61"RN CENTER ON j9wis NAL IDLY 2x0 5fw5 0 Id' OG_ ---- -• aPS 0 PmE W 71Id' APA RARP erATMD NMI" U 0 4 & 8' OG. (f" ALL EP6E5 PL6"W U)O. 2xb SOLE PLATE UN!" -- lid 0 C OG. 606 fM DETAIL "A" • 2L I 1 /i► / L fl r od / w ,. P LATES �! 4 le / _ All Mr" AW WO �I �►� r„- -• / i. ii / r ` OPE #4 0 I" O.G. it M NUAI 6a FOYlrm VaM OR WNW PIER PLAN al3m ORAPE t',f AT OARA6E 5/8° PIA x W - POI...T ® V OL. W/ 2xk P.T. MLVRL L 12p 1-- 04 D&CafT. "-MARINO sriEAR WALL Fri. o r r, . • r•. �tJ f' l Q Q �: : `� • • ' J ~� , {��y - �rTE rtoa .r. #x# P05T W/ i `tai �.:t• r. S f ,�� 1 P;t�f. .,• , ANAL TES TO G_ E�i c �" Y GORE V I..It, K/7 - �r. Ui w r Ct ry 09 eA WW_ TM IN I y� aF phtm },` �,�. f�" cf I PAZ r ON AEI m" Z_ {�� . F� - Yxa � (', f PWTION & I2 OG. VERTI A_ 7N— .,� f�- � , ••r - - i YP DRIGK 6,0__1 IMN AT FNTRY ZA 5/8" Pik x Id' 2x6 STUIS 0 Ir 06. 0 1J $TORY. Ate 0 jW OG. U4 @ 1 & 2 STORY Alt w FLIIWOIOD �' GONG. SLAB OVER j" USE 5/w PIA x Id' 6RAVEL ML W/ 6(k- WIJ WT 0 mil" OG. x W24 w.wm N %* W/ I_X4 P.T. L) OVER 0 UVW AREAS - - - - 2 - 04 DIA �r W & 2 OR 'r Pam GRrnf:s RACED i%w lP TO POST W/ lid 0 4 O.C. OR HOE AI I Dimens i ons Sho I I Pe Checked And Ver i f i ed Pr i or To Con st ruct i on. To Reorder Plans i 2W STU?5 NOr TO Evtw Vr OL. 2x ;C %ups NOr TO ffam W of'. WALL TES 5H&L M GORROrSM Fr!%T"NIT, &V IF — MADE* OF !9IM WTAI, SML HAVE A AFL TtIMMSS OF 04VV N. QW. 22 &ALVAIWEP STET OX" pY 7/S" OR. E OF WRE, "k HAVE A MN. PIA OF 4910 IH. (W 9 OW. &AEO WALL TV-5 51­141 flE SPAC" W AS TO SIfPORT NOr MORE THAN 2 Sq FT. GF WALL AIWA PUT' SHALL N Or WE MORE TNAN 2,C ON aXffR HWIZ WALL TES 6MLL HAVE A LIP OR Hoar ON TLE EXI15f D L66 TWT WILL MAW- OR i]V XOM A HIOR06WAL JOW RENFOR A %M WFE I1AV'N6 A PIA of 49J* IK 9 P.W. OA60 N OR EON THE .IONr cmr_ W'FTH rw 51-IGES PETVVM TU=5 P# MT VAPOR P. aVILL M AFPL!P 04ER Tm SIr AR SPADE OF AT LEir2T r a" ICE MAwm" m m Tw PA~ AND TI•E V SPOT VUVM AT ALL TES SYW L W_ M GI MW MORTAR. W" X SYS M DRAWL SPADE , OR VASHWEw - �.. 8' - SEf . -. .- 3 .. 17 TO t9" Ir Mil. �3EGTION 5 RECEIVED CITY Of TUKMLA JAN 05 i_uUJ PERMIT CENTER 0 2001 CRANE DESIGN, Inc. Jili Cc O L p M L M g _ • ; $ 1 o • La ' o L � 4 5 4 ! 0 4-6 $� �� 8 F A d 4- 1� 0 YC r OL � I - N r p sh N ; •N £dau 1A N e fr tf 'a >a .; s �$5 c lie M - I r •1 O a OR aU c w� . � 0 v. %_ - o 1-N ox00maf1cNUU 0 LIL s r -2 Xft UL p � � w o w f waft *� �i • c z 10 2003 I.B.C. PLAN NUAABEk S2 FA 0 Ir L. 6" x 3 I/2" x 51W A Dmw a pEYOW 0 6 TO W-AR ON V1:TE & Id' CMC STDA WA J, , FOR O OR LE66 SPANS cm m L V' 5 112" x I /4- ; -sm WITH Tm at 6 9ZEVI EWED FO CODE COMPLIANCE FEB - 7 2006 qty Ut Tukwila • s +1 *ss - n Mistn r * i 19r R& r oc ter" MR r GRAVE DESM, Inc. Reserves All Lega I Rights To M a t e r i a l On This Sheet - Subject To Criminal Prosecution GENERAL NOTES. AprA I. G�PF.NNC� SPACE CE PLN•ED A MINIMIJM O 5 � PRAG� S sq WAY F M ANY H0.D DOWN) MA SFtALL PROVDE GROG - �' VENTILATION ON AT LEAST TWO OPPOSITE SIDEy. 2. DRAWL WAGE, U40WRUGTED AGGE MIN. W'x2A" 3. ATTIC VENTLATION, 11w 6r ATTIC AREA OR 1/ 34949 r 1 /2. is IN eamT , AND 1/2 is 3' ABOVE PLATE 4. ATTIC ACCESS MIN. 2.V xV' VII MIN. 3e MAWM UWV RUGTER R AY AGl.E55lM.E OPENING. 5. IN ROOMS NOT PROVM7ED WITH AN WIDOW OF 1.5 5qFT. OR GREATER, A MECHANI & VENTILATION SYSTEM, GAPM E OF PROVIdM 5 AIR 611* DES PER I SHALL W PRDVVW. 6. VENT DRYER, 15ATH FANS, AND RANGE6/0VEM To THE OUTSIDE. T C6A"5f- AND HOUM 06aJ P ANGY SEPARATION MIN. I Imo. TAPED AND FINKM. ' ON EITHER S1PE OF A D GAIRA6E AND SASEVENT SUPPORTS TO W_ I HR. (51S" TYPE )( OR E &) S. TILE FOR SHOWER SHALL w- 0 AwvE. FINISH FLOOR wm i wATER REsisrmr pAC,KMIG. 9 ALL WATER CLOSETS To HAVE le MIN CLEARANCE SDE TO S DE, 24" MINR, CLEARANCE 0 FROf4T. 10. E61RES5 IN EVERY SLEEPMKa ROOM SHALL HAVE A MINIMUaI NET CLEW OPENING OF 5.7 SQ. FT. P. SHOWER ENCLOSI.W 5 THE MIN. NET CLEAR OPENING HEIGHT DIMEN510N SHAN.L W_ U" MIN, NET CLEAR OPENING WDTH SAFETY ELA66 OR SHATTER RE516TA1417 PLASTIC DMvEN M OF 2d'. DO TOM OF OPENING SHALL Nor DE MORE THAN 4e ABOVE FLOOR. 11. FREPLACE COVE COMPLIANlf,E PER 2003 fRC AND LOCAL ft"MKa DEPT. 12• HEARTH EXTENSIONS -- HFRTH SH4L EXTEND AT LEAST 16" FROM THE FRONT OF, AND AT LEA6T V BEYOND, EACH 5VE OF THE FIRE R ACE OPENING. WHERE THE F OPENN O IS (6 Sq FT. OR LAR6ER, THE HEARTH E0ENSiON SHALL EXPEND AT LEAST W' .Mi PROW OF AND AT LEAST 12" BEY OND, EkAl SPE OF TM F OPENING. CONC. OR MASONRY M)ST NOT DE SUPPORTED ON WOOD FRAMIND 13. APPLICATION AND INSTALLATION OF NS(J ..ATION AND VAPOR 15ARRER6 SHALL C APLY WITH THE. 2003 STATE OF WASI ENERGY GODS. IAN. 6114ZINiG IN 66WU4WE WIT H 20493 EG & LOCAL UP& DEPT. 15 61-AZM MI LOCATION S SIAJEGT TO "NM IMPAC,T % %M AS 6LAS5 ON D DOORS, 6LAZWO WITHIN U ' ON EITHER S1PE OF A D DOOR OPENING, 6LAZgVC 7 7i1i4N IS" TO A DOOR, DOrORs, AND TUP S S SHANE_ W EITHER TEMPEREP C CLASS, LAMINATEP S SAFETY OLASS, Si1ATTER RESISTANT PLA5nc,, OR WIC REMEOR" 6LA65 F FOR SKYLIGHT. 16_ SLDM 6LA% DOORS T TO 15E SAFETY 6LAZW, LAMINATED, OR TEMPEPEP 6 6LASS. P. SHOWER ENCLOSI.W 5 5HIALL. W_ WIRE F FORCED, TEMPERED O OR LAMINATED SAFETY ELA66 OR SHATTER RE516TA1417 PLASTIC 6 t-MM WITH W" OF FLOOR OR LE55 TO M SMY Y 61A52_ 2-� THIS OFFI NO RESPGNSlSUTY AS TO THE PHYSICAL CHARAGTFRN5TI65 GF THE SOL, NOR DOES TH6 arM VER1fY TM AGGUFAC,Y OF THE EW41MMMPATA SUPPLED PAY OR ERS. VWIERE SOL TO 15E OF POOR QUALITY, A SOT... Ed6. REPORT SlIp VE SY CLIENT. - CRANE DESt6N HAS TAKEN EVERY EFFORT To ENI! THE ACCURACY OF TFE ATTACH DRAW HOWEVER Ir Is THE RESP~LTNY OF THE ca4rRA6TOR To CHECK Al`D VERrY ALL DhUSISIONS AND COMT1014S PRIOR TO CONISTRUGTION. 22. TtE ATTACHED FLANS ARE THE. PROPERTY OF GRArE DE51GN, MG. /WY RffRODl1GTIGN GP TYfSE PLANS WIL VIOLATE GOPYRI6Fif LAWS. TFE flA_DER GP THESE DRAWIN65 MST PAY A FEE FGR- TFE USE OF Ttf MA7FRU! TIf.REN OR CE 5MEGT TO I.E6AL ACTION 6Y CRAW DE RJG. ENERGY NOTES: a azc�r rerES PER aoo3 w rap STATE, �z�r cc�: PROVVE A MNIM!d JiDDED WSLATION IFlEL Gf_ R-38 @ 6EL1466 R -A @ALL WALLS pR05Ep TO I,NfJIP SPADES R - @ 17.110R5 OVER I,NffJ1TB7 5P/IGES R -io @ %Ab PER*& N517iY1EP tIORIZONfALLY Zt" DER 6J16 NRBJ GONGREfE fi0YJR5 ALL AFD JOMfS N KJR EXTER WiV.LS 511N1 CE SEA", G/VLKID OR WEATFfR STRPf'ED TO cur Buz LEAKA6f_ I O N jai P ` �I � r iii .' / I / �. .. � / / l � � ► �► ' / r � - r • r• r mw IL TOR NOSE: A I I D 1mens i on Sho I I Pe Checked And Ver i f i ed Pr i or To Cons t r uc It i on. srRUC..-7lazA_ harks G vE616td sows WIFY mow LoAv PER AREA) A ROOF LIVE LOAD 25 p5F (TOTAL LOAD 37 P5F)W/TLE 45 1'5p) A G FLOOR LIVE LOAD AO P9F (TOTAL LOAD 50 PSF) G. 5E15MI6 DE5M GATE6i0RY DZ UN4. DY EM. D. WW LOAD 22 1716F E. soy DEAziNO cAwacmr z000 PSF nsSLMv. sIOL FXPoizr REqv ON nMr gEsrIoNne& 901_. (1200 TAUS FOR CITY GF KENT) 2. F61MATION5 A ASSUVE.D MAX SOL WARM CAPACITY 2000 P5F UNDISIUZ 5W C Wr. (1200 FOR CITY OF KENT) 1. PaR FOJWATM45 ONM..Y ON UV STI 50L. ' (VERIF)) G. UDDER FLOOR SLAPS COWAGT FILL TO 9590 MW. 3. A FOIWATI0N5 AND FLOOR 5TH CONCRETE SHALL 15E EQUAL. ro (Woo PSI). MAXM N WATER TO CEMENT RATIO, 5-1/2- SACKS OF CEuEK PER CU5I6 YARD OF CONCRETE AND 6-3/4 epALLONs WATER • PER 94 M SACK of cav r- 3000 PSI AS WP COMPRESSIVE STRENGT" AT 26 DAYS WITH AIR ENTRAIN NI IN ACCORD WITTi TA" 4o22 NRG 15. MINUM COVERAOE OF STEEL, 3" WOTTOM, 2' 51PES, 1-1 /2" WALLS FOR SOIL, SEE DOVE V%M SOL NO FROft M. G. EQUIVALENT R UP PRE E, MIN. 35# PER CUaIC, FOOT 4. REIEOR6w STEF1.. A. ALL REWORCIND STEEL. SHALL VE DEFof?A", C 60 SAAR ASTM AID- 11TH PETAILM, FAWIGATION Aim RACEMENr PER IPG 2003 AM ACI 318 SPLICES, M LOCATED AND *WOVED " W_ A MMIN W OF 12 N aES (3000 PSI) OR V W DIAMETER C. ALL REWOR61N6 %, LL PEE TIGHTLY TED AND 5U°PoRTFD pURING CONN'STRUGTION. D. WAVED WEE MESH SMALL WE ASTM -AM. HEADERS /WEAMS - SEE FLAN5 FOR ALL SIZES AND SPEGES. G SEE PLANS FOR PLYWOOD. I I .►i 11 &0 19 i ALL SfRUGTWAL 57EEL Si M ASTM A30, NEW, CLEAN AND FREE OF RUSr. PIPE COL SHALL 15E ASTM a53, 6R F - 13 OR ASCL, A'�O STEEL_ (A-56.) 7. STRUGTUZ& FpmlN6 �7 t v`' mss:- 'i. -':� C •!� 6, : III r et �' �� •fit ` � ; S - '', +�rcr� ?�; :`rte �� 5 + �� ��:l4'. �. f ! r i �� f '�`� %°�'`.r�:l�'i�' -�`•. � fir. A Fi TO IN ` ��'' `� ----,1 ''•- r ` $E COhELIJ1iNIGE WI TH 2003 lRC, f5_ PROVIDE NALMIG IN ACCORDANCE WITH W493 IRC STRUGTIAZAL ENO SPE05 TAKE PRECEDENCE OVER MIN. NALMIG aCFEVU..E AND OTHER emcm SPECS C. PROVIDE SOLD "MN& AT JOIST 51.JPPORTS AND WEARM PARTITIONS P. PROVDE WD6INC OR MOCKING Ar MIS --SPAN OF ALL SPANS OVER 10 Fir. E USE JOIST FIA r"S WFERE RF- QUEED. F. ROOF T140ASES SIZES TO W_ VERIFED, wrAt" AND FAfp"TD PAY TRUE MANWAG N 7U�ER. TAL!_ATION AND WPOMIG SHALL W PER MWA , njo; S SPEGEIGATIONS AND INSTRuGTP45 ALL TFUSSES DE5Ie714ED MAST PEE STAMPED SY LID. WA STATE PE. CARE MM)ST VE TAKEN DI�ZINi6 ERECTION 15 DER TO NOT' OVERLOAD WITH MAT_ & TO ADE0ATEtY BRACE TRL S_ STLD WALLS A USE 2x6 hF#2 S TUps AT W" O.G (2-A" OL. MAX) PER 2003 W w/ Ixe CONSTIjUGTfON, 6FACMN6 NOT TO EX6EEP W 06_ WW/ TFNZEE STORY STRUCTURE 2x6" SrUPs MUST 15E IJ�n ®I.DV�ESr SPAG�i NOT TO E VX" W O.G. LEW - W / 15 PONCE TOP RATES SHALL HAVE JOINTS 51" NOT LE55 THM 4 FEET. MIN. NALINNC OF S--Ibd @ DNS" MIT. L A1 @ EACH SM OF JM17 w /IAd @ IV OG. PLATES FOR EXT. & INr. LONG WALL (Z & 3 STORY UPO.). t U p • •, r .��. ., • / / r r 1 ' 'N rA / . -� LA I RECEIVED CITY OF TUK qLA JAN 05 PERMIT CENTER To Reorder Plans J 0 LL VIM O r o � � o .. 00 Z go MW O o W 49 E ° o Q DATE: REV.: 2003 I.B.C. PLAN NUMBM: S3 60PYR16HT 0 2001 CRANE DESIGN, Inc. > 9�20 - wo J *I 41h o c 5> Su b$ L 4K f ]i - .8 0 39 a u' 3Ad 8 got M° -iI f''IC� aka s ic. >. 0 MIX if L r. 3� o♦'dVi - 4 6 5 - M0 jA V z d k o� 4 �5US O a►N�dpudl UI a4 N C U I f (LU -� �s >a d.. Q C p` Fa>*a a i : H M N . s 1 �• t t gd 'aaa=L2 .9oo98 d a O ausotll >.P ap M U� s C4* OIL ti4poso04-aSacNCii °u HEADERS /WEAMS - SEE FLAN5 FOR ALL SIZES AND SPEGES. G SEE PLANS FOR PLYWOOD. I I .►i 11 &0 19 i ALL SfRUGTWAL 57EEL Si M ASTM A30, NEW, CLEAN AND FREE OF RUSr. PIPE COL SHALL 15E ASTM a53, 6R F - 13 OR ASCL, A'�O STEEL_ (A-56.) 7. STRUGTUZ& FpmlN6 �7 t v`' mss:- 'i. -':� C •!� 6, : III r et �' �� •fit ` � ; S - '', +�rcr� ?�; :`rte �� 5 + �� ��:l4'. �. f ! r i �� f '�`� %°�'`.r�:l�'i�' -�`•. � fir. A Fi TO IN ` ��'' `� ----,1 ''•- r ` $E COhELIJ1iNIGE WI TH 2003 lRC, f5_ PROVIDE NALMIG IN ACCORDANCE WITH W493 IRC STRUGTIAZAL ENO SPE05 TAKE PRECEDENCE OVER MIN. NALMIG aCFEVU..E AND OTHER emcm SPECS C. PROVIDE SOLD "MN& AT JOIST 51.JPPORTS AND WEARM PARTITIONS P. PROVDE WD6INC OR MOCKING Ar MIS --SPAN OF ALL SPANS OVER 10 Fir. E USE JOIST FIA r"S WFERE RF- QUEED. F. ROOF T140ASES SIZES TO W_ VERIFED, wrAt" AND FAfp"TD PAY TRUE MANWAG N 7U�ER. TAL!_ATION AND WPOMIG SHALL W PER MWA , njo; S SPEGEIGATIONS AND INSTRuGTP45 ALL TFUSSES DE5Ie714ED MAST PEE STAMPED SY LID. WA STATE PE. CARE MM)ST VE TAKEN DI�ZINi6 ERECTION 15 DER TO NOT' OVERLOAD WITH MAT_ & TO ADE0ATEtY BRACE TRL S_ STLD WALLS A USE 2x6 hF#2 S TUps AT W" O.G (2-A" OL. MAX) PER 2003 W w/ Ixe CONSTIjUGTfON, 6FACMN6 NOT TO EX6EEP W 06_ WW/ TFNZEE STORY STRUCTURE 2x6" SrUPs MUST 15E IJ�n ®I.DV�ESr SPAG�i NOT TO E VX" W O.G. LEW - W / 15 PONCE TOP RATES SHALL HAVE JOINTS 51" NOT LE55 THM 4 FEET. MIN. NALINNC OF S--Ibd @ DNS" MIT. L A1 @ EACH SM OF JM17 w /IAd @ IV OG. PLATES FOR EXT. & INr. LONG WALL (Z & 3 STORY UPO.). t U p • •, r .��. ., • / / r r 1 ' 'N rA / . -� LA I RECEIVED CITY OF TUK qLA JAN 05 PERMIT CENTER To Reorder Plans J 0 LL VIM O r o � � o .. 00 Z go MW O o W 49 E ° o Q DATE: REV.: 2003 I.B.C. PLAN NUMBM: S3 60PYR16HT 0 2001 CRANE DESIGN, Inc. > 9�20 - wo J *I 41h o c 5> Su b$ L 4K f ]i - .8 0 39 a u' 3Ad 8 got M° -iI f''IC� aka s ic. >. 0 MIX if L r. 3� o♦'dVi - 4 6 5 - M0 jA V z d k o� 4 �5US O a►N�dpudl UI a4 N C U I f (LU -� �s >a d.. Q C p` Fa>*a a i : H M N . s 1 �• t t gd 'aaa=L2 .9oo98 d a O ausotll >.P ap M U� s C4* OIL ti4poso04-aSacNCii °u r CRANE DESIGN, Inc. Reserves All Legal Rights To Material On - This Sheet — Subject To Criminal Prosecution FASTENER SCHEDULE FOR STRUCTURAL MEMBERS MEMBERS For S1:1 inch = 25.4 rnm. 1 foot = 304.8 mm, 1 mile - per hour = 1.609 km/h DESCRIP11ON OF BUILDING ELEMENTS NUMBER alt TYPE SPACING OF OF FASTENER FASTENERS Joist to sill or girder, toenail 3 -8d i X6' sub floor or less to each joist, face nail 2 -8d 2 staples, 1 3/4" 2" subfloor to Joist or girder, blind and face nail 2 -16d Sole plate to joist or blocking, face nail 16d 16" o.c. Top plate Sole plate to stud, end nail 2 -16d Stud to sole plate, toe nail 3 -8d or 2 -16d Double studs, face nail 10d 24" o.c. Double top plates, face nail 10d 24" o.c. Sole plate to joist or blocking, at braced wall panels 3 -16d 16" o.c. Doub!e top plates, minimum 24 -inch offset of end joist, 8 -16d face nag in lapped area Blocking between joists or rafters to top plate, toenail 3 -8d Rim joist to top plate, toe nail 8d 6 "' o.c. _ jop plates, lops at corner and intersections, face nail 2 -10d Built up header, two pieces with \" spacer 16d 16" o.c. along each edge Continued header, two pieces 16d 16" o.c, along each edge Ceiling joists to plate, toe nail 3 -8d Continuous header to stud, toe nail 4 -8d Ceiling joist, laps over partitions, face nail 3 -10d Ceding joists to parallel rafters, face nail 3 - 10d Rafter to plate, toenail 2 -16d 1 brace to each stud and plate, face nail 2 - 8d 2 staples 1 3 4" 1 x 6 sheathing to each bearing, face nag 2 - 2 staples 1 3/4" 1 x 8 sheathing to each bearing, face nag 2 -8d 3 staples 1 3/4" Wider than 1" x 8" sheathing to each bearing, face nail 3 -8d 4 staples 1 314" Built -up corner studs 10d 24" o.c. Built --up girders and beams, 2 -inch lumber layers 10d Nail each layer as follows: 32" o.c. at top and bottom and staggered. Two nails at ends and at each splice. 2 planks 2 -16d At each bearing Roof rafters to ridge. valley or hip rafters: toe nag 4 -16d face nail 3 -16d Rafter ties to rafters, face 3 -8d SPACING OF FASTENERS DESCRIPTION OF DESCRIPTION OF Edges (inches) ' ntermediate supports BUILDING MATERIALS FASTENER (inches) Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing 5/16 00 -1/2 1 * 6d common nail 6 It (sub floor. wall) 8d common nag (roof)' 19Z32 8d common nag 6 It 1 1/8"- 1 1 /4" 1 Od common nag or 6 12 8d deformed nag Other wall sheathin ' 1/2" regular cellulosic 1 1/2" galvanized roofing 3 6 fiberboard sheathing nay 6d common ail staple 16go., 1 1'2" long 112" structural cellulosic 1 1/2" galvanized roofing 3 6 fiberboard sheathing nag 8d common al: staple 16ga_, 1 1,2 long 25/32" structural cellulosi 1 3/4' galvanized roof 3 fi fiberboard sheathing nag: 8d common 4 staple 16ga., 1 3/4 lon 1/2" gypsum sheathing 1 1/2' galvanized roofing 4 8 nil 6d common nol staple galvanized, 1 1/2" long: 1 1 /4 0 screws, Type N or S 5/8" gypsum sheathing 1 3/4" galvanized roofing 4 8 nag/ 8d common nog staple galvanized, 1 5/8' long: 1 5/8" screws, Type W or S Wood structural panels, combination subfloor underla ent to framin 3/4" and less 6d deformed nail or 8d 6 12 common nail 7/8 " -i' 8d common nail or 8d 6 12 deformed nail 1 1/8 " -1 1/4" 1 O common nail or 8d 6 12 deformed nail a. All nails are smooth - common, box or deformed shanks except where otherwise stated Nall used for framing and sheathing connections shall have minimum overage bending yeild strength as shown: 80 ksl (551 MPa) for shank diameter of 0.192 inch (20d common nail), 90 ksi (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi (689 MPa) for shank diameters of 0.142 inch or less. ; b. Staples are 16 gage wire and have a minimum 7/16 Inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four - foot -by-8 -foot or 4- foot -by -9 -foot panels shall be applied vertically. e. Spacing of fasteners not Included in this table shall be based on Table R602.3(2). f. For regions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48 -inch distance from gable end walls, if mean roof height is more than 25 feet, up to 35 feet maximum. g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to int rmedlote supports shall be spaced 6 inches on center for minimum 48 -inch distance from ridges, eaves and gable end walls and 4 inches on center to gable endwall framing. h. Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to either AHA 194.1 or ASTM C 208 i. Spacing of fasteners 'on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters Blocking of roof or floor sheathing anel edges perpendicular to the framing members shall not be required except at intersection of adjacent roof planes. Floor and roof perimeter shall be supported by framing members or solid blocking. MECHANICAL: SOLID FUEL BURNING APPLIANCES Solid fuel burning appliances include airtight stoves, fire places stoves, room heaters /fireplaces stoves, factory -built fireplaces, and fireplace inserts. Unless otherwise adopted by King County, all solid fuel burning appliances shall comply with 2003 IRC HEATING Each dwelling unit shall be provided with heating facilities capable of maintaining 70'F at a point 3' above the floor in all habitable rooms A. Fuel burning equipment located within the building envelope (constructed under the W.S.E.C.) shall obtain combustion air from outdoors. NOTE: BUILDING ENVELOPE The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. B. Fuel burning equipment located outside the building envelope shall meet the provisions of 2003 IRC C. Ductwork, location and source of combustion air, refer To 2003 iRC All warm -air furnace shall be listed and labeled by an approved agency and installed to listed specifications. Appliances intended for installation in closets. alcoves or confined spaces shall be so listed. No warm -air furnace shall be installed in a room used of designed to be used as a bedroom, bathroom, closet or in any enclosed space with access only through such room or space, except direct vent furnaces, enclosed furnaces and electric heating furnaces. No warm -air furnace shall be installed in a closet or alcove less than 12" wider than the furnace or furnaces installed with a minimum clear working space less than 3" along the sides, back and top of the furnace. Liquefied petroleum, gas - burning appliances shall not be installed in a pit, basement, or similar location where heavier -than -air gas might collect. Appliances so fueled shall not be installed in an above -grade under floor space or basement unless such location is provided with an approved means for removal of unburned gas. (Approval must be granted by the Building Official. Heating and cooling equipment located in a garage and which generates a glow, spark or flame capable of igniting flammable vapors shall be installed with the pilots and burners or heating elements and switches at least 18" above the floor level. Fire dampers need not be installed in air ducts passing through the wall, floor. or ceiling separating a residence (Group R. Division 3 occupancy) from a garage (Group U. Division 1 occuponcy)provided such ducts within the garage are con- structed of steel having a thickness not less than 0.019 inch trio. 26 Galvanized sheet gouge) and have no openings into the garage. Warm -air furnace installations in attics or crawl spaces shall comply with 2003 IRC Every appliance (dryer, range. etc.) designed to be vented shall be connected to a venting system. Every factory built chimney. Type L vent, Type 8 gas vent or Type BW gas vent shall be installed in accordance with the terms of its listing, manufacture's inst- ructions Vent connections shall be installed within the space or area in which the appliance is located and shall be connected to a chimney or vent in such a manner as to maintain the clearance to combustiles.. DUCTWORK: A. Duct systems shall be of metal or factory -made as ducts complying with 2003 iRC 8- Joints and seams shall be substantially airtight. (rectangular ducts) (flat. Oval, and round ducts). C. Installation of ducts shall comply with 2003 IRC D. Duct insulation shag be installed in accordance with 2003 WSEC. `CONTRACTOR NOTE: All Dimensions Shall Be Checked And Verified Prior To Construction. To Reorder Plans 1 GENERAL: I. PLOrS ate, HEATM ELEWWS 5110" pE A MN" OF W ApOVE THE 6ARIV6E R.00R. THESE 511A" IL50 DE PROfELTW A&AkJST MY V611f.IlAR GOLLI510N. Z. Eff DOORS 01Ai.L ICE OPERA" FROM THE iNSVE WITH A NIGHT LATCH. DEAIPOLT, OR SECURITY GHAMN MOUNTED AT A lfl6! OF 48" MM D" AP 6 VE FIN 6111 F1..om M924 M, i, PIP., I i A, A. LN146 RrObM 6ELIIJ6 IS 2,C APOVE HALLWAY 11VHIGH LEAPS TO 51 � R06145, A SMOKE VETEGTOR WILL W_ WrALLW AT T W Hrdr5T POSIT. 5 REGE55ED LjmTm FMXTUZES SHOD P WE I.G. RATEP APP L.1 fP WITH A %7 6W$ TAPE AND FMNOt r ► R / / / r : iii I r ? �1r<n, I� , ��. 01 10011 •. 42 -3675 J 7. PRYER MOWLRE EAtlW PWT• SHALL NOT EX M A TOTAL OF 66MNW HORIZOf`iTAL APP VMT— ICAL EFI 56TIVE L.ENOTH OF 14'-0' 5. NA60NRY FIREPLACES a!O" W PR fflED WITH A TKAiTLY FITTING HJ.E DAMPER ANP A REAPLY A"ZS5 MANUAL 60MIZa- AN OIKSM 60UZ6E OF G01'+A WrION AR etolW aE PRDMW WITH A DUCT OF 4 Sq. WlE MINP&M AREA AND F" LY PRWER_ 9. WATER HEATERS LOCATED IN TM 6ARA61! OF WEATED 1_00R ARE TO M INSTALLED ON - 55IoLE I%A T ION. 10. HOT AND GOLD WATER HEATER PIPES IN THE C6ARA6E SH 1W pE IN%"T W WITH MINM�N R-5 IJSIJ _ WITH A 11AC SPREAV OF 25 OR LE55_ r ii .. / / 0 ;Z / ' s• r/ / 13. AR DUGrS PAS M THROU6H 6ARA6E W A-L5, "OR OR CELM ARE TO M W. 26 6ALV ANIZEP SWYL WITH NO OPENS INTO THE 6 4?A+C_ 14. LAWW619 OUTSIDE TO M NO MORE THAN 1 1/2" M-OW THE TYVZSf O D P. INTERMUTATE RAILS TO aE NO MORE THAN 4" APART. I6. STAR HNA?RALS AND tUIPD 6RIP5 ARE TO HAVE Vj r0 2" GRO'�.f' sEGTION&S ANP REruzN To WALL (C4WINU0U5) 17_ s /s' TbPE 'X' C.W$ UJPM ALL 5rAIRWELL!5 AND POI15LE LAYER E sTRw" SPA6w K MORE THAW W OL. / - / / U' 1 5f, ' '.r 1 � : i it ► "' . � Lim I ROOF: ' r r ~• / 3. R6W VALLEYS TO HAVE W 6Au6E 6VLVANI" IfLA61240. RECEIVED CITY OF TUKVYIIA JAN W 200 'a' PER&UT CENTER COPYRIGHT ® 2001 CRANE DESIGN, Inc. OL> ,� M "9 oh o$ ca�a�' 1 101 I CT o r O $ Jj 354- Z L 0 � , J p I � silo s0 3� Mt a ° -�- �,LA O S 4. w L a r m M i a�' ,+ rd ar� X 0 �r g10 � G 3 _p i� �'4� 14 a u t d j E� aka 5a 4. a = uT '91 oil ' t— halj�VID a w Nf NS a , a Lxp> u d 00 QO� a z %_ CO2n Ca.: • ; go $* 0 C L�iQ�5M � 0 a a � • a >4� &9c�Y,a: t; 1. haosoo u or 0 d' N � o 11 Z o � awe o .. Q o LU (A Z � � Q ° o O DATE I REV_: 2003 I.B.C. PLAN NUMBER: S3A J u 4 W OOD 5HH6[..E OR 611WE TO M INSTATED PER 2005 FtG. 5. A6PHALT 5HINEAE (GOM') TO WE WTAJ" PER 2005 W.I. 6 22 "XW ATTIC ACCE66 TO WE PROVE FOR EACH SWARAT E ATTIC AREA WITH NO L F-66 ThAN 3e FOR HEAPROOM. ATT'16 A66E52 DR• TO HAVE R -V INS"TION MIS MM, ANP VVEATHER 6rRlPPED. HARDWARE TO PROVIDE TI6 V a96L) ZE• 7. 1TtE1 - DES TO W pEsW*Cp ANp STAMPED PY A WA51 STATE STRIY...TU;VL EWEiVER. GAI -CWTMS ARE TO - -- MIT TEV FOR GORE 6O PL1AdZE PRiOR TO FApRMGATION OR PER- MIT r ' / L / 11111115 1 0 ,1 2 1 11112 / ,: Wil ' 10. ROOF TO W_ ANCHOREP TO RE- SIST NET WILD LFLIFT LOADS It. TRUSSES 6"AEL HAVE DETAILS ANP DRA W IN65 ON SITE FOR FIELD INSPECTION. 14• S AREAS = FRAME OVER WITH 2M RAFTERS @ 2h" O.G. U.N.O. SPANS EYZEMI40 10'-3" M;UW OVER W /2X5 @ 24" 0 L_ FOUNDATION: I. CA-VANIzEV. ern_ FLnsnM TO WE wsrAI" PErnrEEISI caNCRErE st.*. nw wav MATERIAL AT ElfgtlGR PORGfES M!? LMVNf�S TO RIM J015T. / , ;ia. 91 r / r � fig r • U P One NOTE: ALL INFORMATION PROVIDED ON THIS SHEET IS PER THE 2003 IRC VERI LOCAL CODES IF CONSTRUCTION IS IN OTHER THAN WA. STATE. t -,- �F- s V C I V , � ' 42 -3675 J 7. PRYER MOWLRE EAtlW PWT• SHALL NOT EX M A TOTAL OF 66MNW HORIZOf`iTAL APP VMT— ICAL EFI 56TIVE L.ENOTH OF 14'-0' 5. NA60NRY FIREPLACES a!O" W PR fflED WITH A TKAiTLY FITTING HJ.E DAMPER ANP A REAPLY A"ZS5 MANUAL 60MIZa- AN OIKSM 60UZ6E OF G01'+A WrION AR etolW aE PRDMW WITH A DUCT OF 4 Sq. WlE MINP&M AREA AND F" LY PRWER_ 9. WATER HEATERS LOCATED IN TM 6ARA61! OF WEATED 1_00R ARE TO M INSTALLED ON - 55IoLE I%A T ION. 10. HOT AND GOLD WATER HEATER PIPES IN THE C6ARA6E SH 1W pE IN%"T W WITH MINM�N R-5 IJSIJ _ WITH A 11AC SPREAV OF 25 OR LE55_ r ii .. / / 0 ;Z / ' s• r/ / 13. AR DUGrS PAS M THROU6H 6ARA6E W A-L5, "OR OR CELM ARE TO M W. 26 6ALV ANIZEP SWYL WITH NO OPENS INTO THE 6 4?A+C_ 14. LAWW619 OUTSIDE TO M NO MORE THAN 1 1/2" M-OW THE TYVZSf O D P. INTERMUTATE RAILS TO aE NO MORE THAN 4" APART. I6. STAR HNA?RALS AND tUIPD 6RIP5 ARE TO HAVE Vj r0 2" GRO'�.f' sEGTION&S ANP REruzN To WALL (C4WINU0U5) 17_ s /s' TbPE 'X' C.W$ UJPM ALL 5rAIRWELL!5 AND POI15LE LAYER E sTRw" SPA6w K MORE THAW W OL. / - / / U' 1 5f, ' '.r 1 � : i it ► "' . � Lim I ROOF: ' r r ~• / 3. R6W VALLEYS TO HAVE W 6Au6E 6VLVANI" IfLA61240. RECEIVED CITY OF TUKVYIIA JAN W 200 'a' PER&UT CENTER COPYRIGHT ® 2001 CRANE DESIGN, Inc. OL> ,� M "9 oh o$ ca�a�' 1 101 I CT o r O $ Jj 354- Z L 0 � , J p I � silo s0 3� Mt a ° -�- �,LA O S 4. w L a r m M i a�' ,+ rd ar� X 0 �r g10 � G 3 _p i� �'4� 14 a u t d j E� aka 5a 4. a = uT '91 oil ' t— halj�VID a w Nf NS a , a Lxp> u d 00 QO� a z %_ CO2n Ca.: • ; go $* 0 C L�iQ�5M � 0 a a � • a >4� &9c�Y,a: t; 1. haosoo u or 0 d' N � o 11 Z o � awe o .. Q o LU (A Z � � Q ° o O DATE I REV_: 2003 I.B.C. PLAN NUMBER: S3A J u 4 W OOD 5HH6[..E OR 611WE TO M INSTATED PER 2005 FtG. 5. A6PHALT 5HINEAE (GOM') TO WE WTAJ" PER 2005 W.I. 6 22 "XW ATTIC ACCE66 TO WE PROVE FOR EACH SWARAT E ATTIC AREA WITH NO L F-66 ThAN 3e FOR HEAPROOM. ATT'16 A66E52 DR• TO HAVE R -V INS"TION MIS MM, ANP VVEATHER 6rRlPPED. HARDWARE TO PROVIDE TI6 V a96L) ZE• 7. 1TtE1 - DES TO W pEsW*Cp ANp STAMPED PY A WA51 STATE STRIY...TU;VL EWEiVER. GAI -CWTMS ARE TO - -- MIT TEV FOR GORE 6O PL1AdZE PRiOR TO FApRMGATION OR PER- MIT r ' / L / 11111115 1 0 ,1 2 1 11112 / ,: Wil ' 10. ROOF TO W_ ANCHOREP TO RE- SIST NET WILD LFLIFT LOADS It. TRUSSES 6"AEL HAVE DETAILS ANP DRA W IN65 ON SITE FOR FIELD INSPECTION. 14• S AREAS = FRAME OVER WITH 2M RAFTERS @ 2h" O.G. U.N.O. SPANS EYZEMI40 10'-3" M;UW OVER W /2X5 @ 24" 0 L_ FOUNDATION: I. CA-VANIzEV. ern_ FLnsnM TO WE wsrAI" PErnrEEISI caNCRErE st.*. nw wav MATERIAL AT ElfgtlGR PORGfES M!? LMVNf�S TO RIM J015T. / , ;ia. 91 r / r � fig r • U P One NOTE: ALL INFORMATION PROVIDED ON THIS SHEET IS PER THE 2003 IRC VERI LOCAL CODES IF CONSTRUCTION IS IN OTHER THAN WA. STATE. r CRANIE PESIGiN, Inc. Reserves All Lega Rights To Material On This Sheet - Subject To Crimina Prosecution 4x POSTS OR (2) 2x 67WS • MIN. 16' O.C. 1 / 2 ' PLYWOOD Ql/ Od NAILS w 3' OTC. UN,O. AT PANEL EDGES EXTEND PLYWOOD TO OVERLAP RIM JOIST 4 SILL PLATE 32OW CAPACITY STRAP HOLDO" * MINIMUM UND (SEE PLANTS) CONC. FOUNDATION s FOOTINCs * NOTES: L ALL STRAP HOLDOIrNS SHALL BE INSTALLED PER MANIIJPACTURER'S SMCIFICATION3, INCLUDW -x CORNER INSTALLATION. TWO HOLDOMS CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAp, 2. ALTERNATE TYPES OF APPROVED NOLDOU* CAN RE USED IN PLACE OF STRAP NOLDOI M. SUBMIT DETAILS FOR AGENCY APPROVAL. PANEL AT FLOOR OVER CRAWL SPACE 518' DIA x 12' A.B. (2) 2x PLATES 2x P.T. SILL PLATE 3200 CAPACITY STRAP HOLDOI NS * NX p � � + p. �� \:i�' �. ;fir •-• �t�� Ot '4 \`j � a , mil. ; �M`i � ! r <TEND HEADER TO COINER 'PLYWOOD W/ 8d NAILS 3 Oz. POSTS OR (2) 2x STUDS MOC KWs s PLYWOOD TINTS 14BADER PER PLAN! ST6236 1200 CAPACITY STRAP TIE - 3/8' PL.YIUDOD IW bd NAILS • 3' OJC AT PANEL EDGES 4x POSTS OR (2) 2x 5Tt IDS 3x BLOCXMG s PLYWOOD JOINTS * NOTES: I. ALL STRAP HOLDOUINS SHALL BE INSTALLED PER MANLFACTU'RER'S °OMCFICATIOhW 114CL.UDIN65 CORNER INSTALLATION. TWO 1-IOLDOIlrNS CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPE& APPROVED HOLDOIAS CAN I33E USED IN - PLACE OF STRAP HOL . SUBMIT DETAILS FOR AGENCY APPROVAL. - PANE L AT FLOOR OVER PONY WALL NEARER AT CORNER SPLIGE ( 3 ) �HEADER R FOB CODE COMP NCE A000^1 2x TOP PLATE FADER 2 - 2x SM09, NAIL 8I1EATHINIG r'O EACH STUD W NAILS PER TABLE 23- 11 -13-1 WA RATED SNEATWMG 3/8' MM. ! - 2x4 BLOCKM AT ANY : LYUIOOD JOINT LPPROvED HOOKED -END WOOD O CONCRETE CONNECTORS q"TH MW CAPACITT (MRS!) - 2x PLATES - NAIL SHEAT14Ws O EACH PLATE 2) - 3/4' DIA AD. - 12' EMBEDMENT ' QUARTER POINTS - 04 BAR CONIT_ TOP i BOTTOM ALT. PRACED WALL PANEL �PRESCRIP \fV PROVISIONS FOR 1 t 2 STORr BWLDMrsS j NOTE: EXCEPTION. FOR 2 STORY STRUCTURE, N THE FIRST STORY CF A 2 STORY: 1 ) EACH PANEL SMALL BE S1•E:ATMW old EA FACE 2) THREE ANC14OR !BOLTS PER PANEL PLACED e CANE -FFM POINTS 3) TIE DOM DEVICE 1A°LFT CAP SHALL_ NOT BE LESS THAN 3000 Fos. CONTRACTOR NOTE: All Dimensiom Mall Be And verified Prior To Cortsbvctlon. 2x TOP PLATE -HEADER -NAIL $ HEATH TO HEADER AT 3' oic 13.ILL - - 2x S A. NAIL :3>:EATNNG TO STUAL TLS AT C ALL PLATES, RS s SS - APA RATED SWATNMG 318' MCI. 24/0 EXP. 1 •2 - 2x4 SLOCKNG AT ANY PLYWOOD JOINT - APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WITH O0' CAPACITY MIN3 2 - PLATES - NAIL SI4EAINNG TO PLATE 2 -1/Z D A8 - 1 IMBEDhMNT =='•'T'� I Cv:iPl • - - • NOTE: FOR USE GARAGE END WALLS AS SI-IOIIR F A FLOOR N BE ATION AND BRACED PANEL, TW PLYWOOD SHALL OVERL THE RIM JOIST AND SILL PLATE. PFk7ADE 1NOLDO S, BOLTS *0 PLYWOOD NAR. W2 AS SF 0UR F USEp ABOVE PONT WALL USE DETAIL • 1 (:D, D 4 ETAIL LATERAL RESTRANT PANEL) To Reorder Plans V811)&42 -3615 6 I$ 9 0 . FEB a- 7 20.06 ,�; �y Of Tilkwfla 2x TOP PLATE T1 rNT1%1 - mr%*/•. - MEADER -NAIL SWAT14MG TO FADER AT 3' OTC. BAL - 2 - 2x STUDS NAIL SMATHING TO EACH STUD • Od NAILS AT 3' O.C. ALL PLATES, NEADMRS 4 STUDS - APA RATED SHEATHIN SS 3/$' MR 24/0 EXP. I •2 - 2x4 Bi.QCiCM AT ANY PLYWOOD JOINT •APPRaov HOOKED_ME 3 UtIOOD TO CONCRETE CONNECTORS WITH 249W CAPACITY lMNi - 12 - 2x PLATES - NAIL SHEATHING TO EACI•I PLATE (2) 3/4' DIAL A13 - 12` '•Tz • • • • - =• ,a J Ib s ' ° 4 d : h A t i DA O V 06 p C `$� c4 a o a i . a - �...o. _ ,,, o a sh_ 04 N Coe eM � •.. �� . jj o�,Ta.� � N 0 " �aL � is I` >�L_ � o g 4 >.IM t , .; c ° a C 0 d�`A�► d*' .i� 1` *bpead d$091 � a ' 3P986 zuwIt� 1- 0 OX00a "o CFAU O In IoM M� �ca M CP R x019 .M N ..o 0 Pons jam C) cog OD OM V a w FOR USE N GARAGE END WALLS AS SWAK F A FLOOR NTERvENES BETWEEN FOLMATION Ate BRACM PANEL, THE PI..YWOOD SHALL OVERLAP THE F&I JOIST AM SILL PLATE. PIaOVOE HOLDOILI3, BOLTS AND PLYWOOD NAILNG AS 500M F USED ABOVE PONT WALL USE DETAIL 0L 2 DETAIL t24 *"LATERAL RESTRAINT PA *3_) S -4/� RECEIVED CITY OF TUKWILA JAN PLAN AMR- PERMIT CENTER CoPrRw ® 2001 CRANE DESIGN, Inc. I 4x POSTS OR (2) 2x STUDS • MIN. 24' OiC. ®X V2' IR W/ 8d NAILS a0 e3' O.C. w PANEL EDGES ETAS OR EQ. W 2 -1/2' BOLT MIN. 3200 CAPACITY FLOOR TIE ANCMORS ' 2X4' , 48 OJC. Utt/ (5AVd EACH END BRACE[* WALL PANEL- SCHEDULE Plywood/O°.1R 6d nail 6' or. ledges) ---k 3 'x4'xW i?'oc,l CAM • V2" x e' x 8' bd cooler nails or wallboard lone face) nails 1' ova. Gills - 1/2' x 4' x 8' Od coolerNalboard halls V (two faces) 1 O.C. throughout n Structural Panel Siding Corraslon resistant 6d nails �/ 3!8' x 4' x 9' at 6' or, (edges) Woo. (fleld) _ .... _ /t One-s all. braced I Nlalling 8d at 6' oc. (edges) 12 \t=( 3W ?'8 x 10' or Iasi o c. (11eld) at all edge* =bolts 2 anchor bolts placed at quarter points. Mold downs - WV at each and 0 TWO -Storg alt braced panel Nailing Od at 6' *.& ledges) 3/8• x 2'8• x IV* or Iasi 0' 0.0. (flow Plywood or 08H ?two faces) Slocddng rewired at all y . 3 ndtror bolts placed at flt�h knits. Id ckvm 3000 et each end. GENERAL NOTES, Braced wall panel sole plates nailed to floor and top plates shall be anchored to fraamg above~ Omwe joists are perpendicular to braced wall lines, provide blm" under and in Ilse with braced mall panels. SPLIGE ( 3 ) �HEADER R FOB CODE COMP NCE A000^1 2x TOP PLATE FADER 2 - 2x SM09, NAIL 8I1EATHINIG r'O EACH STUD W NAILS PER TABLE 23- 11 -13-1 WA RATED SNEATWMG 3/8' MM. ! - 2x4 BLOCKM AT ANY : LYUIOOD JOINT LPPROvED HOOKED -END WOOD O CONCRETE CONNECTORS q"TH MW CAPACITT (MRS!) - 2x PLATES - NAIL SHEAT14Ws O EACH PLATE 2) - 3/4' DIA AD. - 12' EMBEDMENT ' QUARTER POINTS - 04 BAR CONIT_ TOP i BOTTOM ALT. PRACED WALL PANEL �PRESCRIP \fV PROVISIONS FOR 1 t 2 STORr BWLDMrsS j NOTE: EXCEPTION. FOR 2 STORY STRUCTURE, N THE FIRST STORY CF A 2 STORY: 1 ) EACH PANEL SMALL BE S1•E:ATMW old EA FACE 2) THREE ANC14OR !BOLTS PER PANEL PLACED e CANE -FFM POINTS 3) TIE DOM DEVICE 1A°LFT CAP SHALL_ NOT BE LESS THAN 3000 Fos. CONTRACTOR NOTE: All Dimensiom Mall Be And verified Prior To Cortsbvctlon. 2x TOP PLATE -HEADER -NAIL $ HEATH TO HEADER AT 3' oic 13.ILL - - 2x S A. NAIL :3>:EATNNG TO STUAL TLS AT C ALL PLATES, RS s SS - APA RATED SWATNMG 318' MCI. 24/0 EXP. 1 •2 - 2x4 SLOCKNG AT ANY PLYWOOD JOINT - APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WITH O0' CAPACITY MIN3 2 - PLATES - NAIL SI4EAINNG TO PLATE 2 -1/Z D A8 - 1 IMBEDhMNT =='•'T'� I Cv:iPl • - - • NOTE: FOR USE GARAGE END WALLS AS SI-IOIIR F A FLOOR N BE ATION AND BRACED PANEL, TW PLYWOOD SHALL OVERL THE RIM JOIST AND SILL PLATE. PFk7ADE 1NOLDO S, BOLTS *0 PLYWOOD NAR. W2 AS SF 0UR F USEp ABOVE PONT WALL USE DETAIL • 1 (:D, D 4 ETAIL LATERAL RESTRANT PANEL) To Reorder Plans V811)&42 -3615 6 I$ 9 0 . FEB a- 7 20.06 ,�; �y Of Tilkwfla 2x TOP PLATE T1 rNT1%1 - mr%*/•. - MEADER -NAIL SWAT14MG TO FADER AT 3' OTC. BAL - 2 - 2x STUDS NAIL SMATHING TO EACH STUD • Od NAILS AT 3' O.C. ALL PLATES, NEADMRS 4 STUDS - APA RATED SHEATHIN SS 3/$' MR 24/0 EXP. I •2 - 2x4 Bi.QCiCM AT ANY PLYWOOD JOINT •APPRaov HOOKED_ME 3 UtIOOD TO CONCRETE CONNECTORS WITH 249W CAPACITY lMNi - 12 - 2x PLATES - NAIL SHEATHING TO EACI•I PLATE (2) 3/4' DIAL A13 - 12` '•Tz • • • • - =• ,a J Ib s ' ° 4 d : h A t i DA O V 06 p C `$� c4 a o a i . a - �...o. _ ,,, o a sh_ 04 N Coe eM � •.. �� . jj o�,Ta.� � N 0 " �aL � is I` >�L_ � o g 4 >.IM t , .; c ° a C 0 d�`A�► d*' .i� 1` *bpead d$091 � a ' 3P986 zuwIt� 1- 0 OX00a "o CFAU O In IoM M� �ca M CP R x019 .M N ..o 0 Pons jam C) cog OD OM V a w FOR USE N GARAGE END WALLS AS SWAK F A FLOOR NTERvENES BETWEEN FOLMATION Ate BRACM PANEL, THE PI..YWOOD SHALL OVERLAP THE F&I JOIST AM SILL PLATE. PIaOVOE HOLDOILI3, BOLTS AND PLYWOOD NAILNG AS 500M F USED ABOVE PONT WALL USE DETAIL 0L 2 DETAIL t24 *"LATERAL RESTRAINT PA *3_) S -4/� RECEIVED CITY OF TUKWILA JAN PLAN AMR- PERMIT CENTER CoPrRw ® 2001 CRANE DESIGN, Inc. I 4x POSTS OR (2) 2x STUDS • MIN. 24' OiC. ®X V2' IR W/ 8d NAILS a0 e3' O.C. w PANEL EDGES ETAS OR EQ. W 2 -1/2' BOLT MIN. 3200 CAPACITY FLOOR TIE ANCMORS ' 2X4' , 48 OJC. Utt/ (5AVd EACH END 1 loll / C // / \ P RP 'J C5 �8 \� 1 ` \ \ OF x O \ NXN \\ \ / \ / 'L -y �'��5 \ Pte •\ \ � \ \ 40 w_ _ •_ M q ,- - = -- - 5 TRACTS = } • _ w VICINITY MAP WT TO SCALE M o tl r 4 � O • �� 5 • ` 3 x SCALE. 1 20 PTN. NWI /4 SECTION 10, T23N, RAE, WX ? O ELEV. DATUM: NA 1988 W Q Q ca �S SITE ADDRESS: 116 EAST MARGINAL WAY S. _ 0 C4 (0 C4 a N 0.-% G CD 0 ti / 1 p0 � RIVE ' . \ \ tL �C +� / �' . '�° %� ° \ \ \ TAX PARCEL NUMBERS � / \ LOT 3 073300 -010 0 �°e���`, / �• 2 \ / LOT 4 073300 --020 LOT 5 073300 -021 / • o� `��' / �' = LOT 6 073300 - 025 [ o` • �'� 3 .o / �o� \ LOT 7 073300 -030 '� _ a /° ��� / / �h \ ti° � �� � � ��'`� •� . - ��' LOT 8 73 � • ��� ti 0 300 031 � LOT 9 073300• -032 � N 0010 ti G �� 5� o �`' �R1VE LOT 10 073300-033 �/ \S� v� p \l •3 P b d' r �� LOT 11 073300 — 034 H �a ' / / � \ �, � F `� � . � i � - \ 1U RN' ARpUNU • \ �s9, �" .yO S c► ` ��'ti o��D \ \ ���� 69 � •e 1h / �k / � �� �O � � �� qn �� STp�OP►R0� � E..� � E+ \ '� �1$,�•h�/ �p�v. �h' � U� •8 �' / / PRE MARS � Q •• � \ \ \ clt \ RIVE 4 \ \ \ •� ©� QO M / \ //` /, ' //� � QP - Tic �c plans have been mvie cd by the Public � V! \ 6 o .c De artment for conformance with current � • / 5 // � �� �� O �S\ c :itr standards. Acceptance is sub :cct to errors and ` � !� ^missions which do not authorir�c �-iolations of Z A \ ' . \ �Za t q g ��� • O�y /� � �llF ro :depted standards or ordinances. The responsibility ¢ L`v,1 • tx - / i ,y"� t pRiVA� - or the Additions, deletions or revisions to these the adequacy of the design Tests totally with the � CIO \ y �`l� 1 � j ��� %i ! AND DI�WI F d�� A W 1 \ / g��'•. /ti AGE F ON JN cc `� �p`� y y q oQ o�, t�� /'`�h• / . 'L ��O / i O1R EFl ESS, £(> SS 'rigs after this date will roil this acceptance ~ Q gEN - / E-+ W CO • W U71U wiU require a resubmtttal of resisoa drawings a) S 10 Aft FS for subsequent gpwn . -CIO \ •00 y / / • I /il / P�' V // �� , Find' aooep um is subject to field inspection by W 6 p �v /i /g y� \ / • > s tht Public workS utilities inspcc[or: �� C► • • � / / 't ' O Ll;e :tom ��..`^,�s��,K ! (,� r 1�-1 02 rpZ �O � � '` 1h� \ ♦ p \ / / /�' i / � Q` OF �; �V /� / / / i t- ��Y < dt / Dom. Y t L.. c \ CFO � i� s _ _ w � � .� j s� `. ° ►9 ,� � � °� / S :S - 4 Z z w 14 ' b 6 / F, y,9�y\ �S• /y �• /' mi l. \ �j \ ` \ q / s c►� 9 NOTES: W a Q 40 •3 s tip• \ �°` i' c' y / h �0 39� � �p` �Y �� ti 1. SEE INDIVIDUAL BUILDING PLANS FOR BUILDING DIMENSIONS. 4 0 Noe 2. ALL UTILITIES, INCLUDING POWER, TELEPHONE, TV CABLE. ETC. , N Q •o F�' '',�p'�• Z Z SHALL BE PLACE UNDERGROUND PER TUKWILA ORDINANCE. 12 RECE-4-ED y c' 1: 1111 s o, LOT 3 LOT 4 LOT 5 LOT fi LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 _3 �1 PEA -V>. W41 ER kti LOT AREA 7438 SQ.FT. 2139 SOFT. 6402 SQ_FT. 5909 SQ.FT. 5432 SQ.FT. 4970 SQ.FT. 4887 SOFT. 4793 SQ.FT. 3995 SQ.FT. IN C 0 &1 P' — E T E PFAXW NUII m R OOF AREA 2139 SOFT. 2139 SOFT. 2316 SQ.FT. 1960 SQ.FT. 1960 SQ.FT. 1840 SOFT. 1840 SQ.FT. 1840 SQ.FT. 1236 SQ.FT. L i = 05011 DRIVEWAY AREA 428 SOFT. 445 SQ.FT. 395 SO.FT. 456 SQ.FT. 471 SOFT. 555 SQ.FT. 387 SQ.FT. 260 SQ.FT 417 SQ.FT. WALKWAY(NOT COVERED) 70 SQ.FT. 70 SQ.FT. 201 SQ.FT. 93 SQ.FT. 93 SQ.FT. 40 SQ.FT. 40 SQ.FT. 40 SOXT. 55 SQ.FT \ \ TOTAL IMPERVIOUS AREA 263fi SQ.FT_ 2654 SQ.FT. 2912 S(?.FT. 2509 SQ_FT. 2524 SQ.FT SHEET 1 OF 1 . 2435 SQ.FT. 2449 SQ.FT. 2051 SQ.FT. 1708 SQJ' L - U f 4 rri u r DOAK HOMES, INC. NWI/4 SECTION 10, T23N, R4E, W.M. GENERAL CONSTRUCTION NOTES 1. Locations shown for existing utilities are approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206 - 433 -0179. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206 - 433 -0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be Washington State (grid) Coordinates, North Zone, using NAD 83/91 survey control and tied to any two City of Tukwila Horizontal Control Monuments. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 12. Replace or relocate all signs damaged or removed due to construction. 13. Retain, replace or restore existing vegetation in rights -of -way, easements, and Access Tracts. 1. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans, specifications, and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. Permittee shall apply for a Revision for any work not according to the approved plans. 2. Permittee /Contractor shall arrange a preconstruction conference with the City s inspectors) prior to beginning any work. 3. Work in Roadways a. All work in roadways shall meet TMC 11 and the following: b. Prior to any activity in City right -of -way, the Permittee shall provide the City a traffic control plan for review and approval. The traffic control plan shall include the location, address and description of traffic flow during the work and shall meet MUTCO requirements. c. All work requiring lane closures must be by permit only. From the third Thursday in November to the following January 2nd, the Director does not allow lane closures in the Tukwila Urban Center. d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all times, except when Permittee has permission from the building owner and the Director to close an access. e. All roadways shall be kept free of dirt and debris using street sweepers. Use of water trucks for cleaning roadways requires pre -- approval from the Director. f. install steel plates over any trench, at any time work is stopped and the trench is left open. STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the current King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with "Dump No Waste" and either "Drains to Streams ", "Drains to Wetlands ", or "Drains to Groundwater ", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. SILT FENCE DETAIL NOT TO SCALE FILTER FABRIC MATERIAL 36 MIN UOE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABIC TO WIRE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS C 2 0 x2• BY 14 GA. WRE FABRIC BACKWG (OP EQUAL) .......... Z"x4" WOOD POSH STANDARD OR BETTER OR EQUAL ALTERNATE STEEL FENCE POSTS FICIER FAME MATERIAL 2•x2• BY 14 GA. WIRE FABRIC OR EQUiV. IN STANDARD STRENGTH FABRIC IS USED 24•MW 4'x4' Mid. TRENCHL BACxnLI TRENCH VATH NATIVE SOIL OR 3/4' WASHED ROCK 1201JlH! E 4 MIN 2'x4' WOOD P06T ALT: STEEL FENCE POSTS NOTES- A. THE FILTER FABRIC SHALL BE PURCHASED N A CONTINUOUS ROLL OUT TO THE LENGTH OF THE BARM To A11oD USE OF JORM TEEN JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, VAIN A U NWAI 6 DIC ; OVERLAP. AND BOTH ENDS SECURELY FASTENED TO THE POST. F. THE FILTER FABR,C FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WiERE FEASSLa THE FENCE POSTS SHALL BE SPACED A MA1XMM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GRO (1001M OF 12 ). OR AT 9 YAXWJM *TEN BACIONG IS USED. C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES TILDE AND 4 INC#S DEEP. UPSLOPE AND ADJACENT TO THE NOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIM O_ WEN STANDARD STRENGTH FILTER FABRIC IS USED. A HIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USNNG HEAVY -DEITY WIRE STAPLES AT LEAST 1 INCH LONG T!E VARES OR HOG MM THE M RE SHALL EX WND INTO DIE TRENCH A MINIIRAI OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 94CIES ABOVE THE ORIGINAL GROUND SURFACE E THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE. AND 12 SKM OF THE FABRIC SHALL BE EXWMED INTO THE TRENCH. THE FABRIC SHALL NOT E XRM MORE THAN 36 INCHES ADM THE ONC AL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO E XISTWG TREES F. U404 E XM - STRENGTH FILTER FABRIC AM CLOSER POST SPACING ARE USED iK MILE MESH SUPPORT FENCE YAY BE ELIMATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR MIRED 0MCTLY To THE POSTS THIN ALL OTHER PROYSMNS OF STPOWRO MOTE E APP'LM& G` THE TRENCH SHALL BE BACIWILLED TMTH NATIVE SOIL OR 3/ - IS - WASHED ROCI( H. FILIM FABRIC FENCES SHALL BE R9101VED THEN THEY HAVE SERVED THOR USEFM PURPOSE. BUT NOT BEFOP.E THE UPSLOPE AREA HAS BEEN PERMANENTLY STABfL1M L FILTER FABRIC FENCES SHALL BE INSPECTED MIEDiATELY AFTER EACH RAINFALL AND AT LEAST ONLY OURi M PROLONGED RAINFALL. AM/ REOUftED REPAIRS SHALL BE MADE RRI MATELY. J. MAf 7E NANCE: ANY OAMAGED OR CLOGGED FENCE SHALL BE REPAIRED/P"LACED aNIEDUtTELY. SE DIUM MUST BE RIDIOVED WHEN THE SEDWIT DEPTH IS 6 INCHES OR GREATtk F CONCENTRATED FLOPS ARE E:VKIENT UPWa OF THE FFNCF. THEY MUST BE WFMCEPiED AND CONVEW D TO A SEDiENT TRAP OR POND GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain ail ESC measures according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site, enough cover materials to cover all disturbed areas. c. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. 7. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the work being performed at the direction of the Director and assessed as a lien against the property where such facilities are located. 8. During the life of the project, the Permittee shall maintain in good condition and promptly repair, restore, or replace all grade surfaces; walls, drains, dams, structures, vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans. 9. The Permittee shall monitor the downstream drainage features, and shall, with the Director's approval, remove all sediment deposition resulting from project- related work. 10. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans and specifications and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. 11. As the first order of business, the Permittee shall install erosion prevention and sediment control measures per the ESC and shall install the downstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall at all times protect sensitive areas, their buffers, and adjacent private properties and public rights -of -way or easements from damage during grading operations. The Permittee shall restore, to the standards in effect at the time of the issuance of the permit, sensitive areas, their buffers, and public and private properties and improvements damaged by the Permittee's operations. 13. Permittee shall arrange for and comply with the following: ' a. Notify the Public Works Department within 48 hours following installation of ESC measures. b. Obtain permission in writing from the Public Works Department prior to modifying the ESC plan. c. Maintain all road drainage systems, storm water drainage systems, control measures and other facilities as identified in the ESC plan. d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4 -feet deep. All trench safety systems shall meet WISHA requirements. 2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. 2' compACTED DEPTH CLASS 'B' ASPHALT CONCRETE 4" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP Co M Da CATCHBASIN 1 � � L, I SUBGRADE COMPACTED TO 95% MAX DENSiTY PRIVATE DRIVEWAY CROSS - SECTION NOT TO SCALE f ` • • NOT TO SCALE CONTACTS Project Manage /Owner: Darryl Doak, Sr. Doak Homes, Inc. (206) 372 -2280 Design Engineer: Tim Schriever, PE Alliont Engineering & Land Surveying, Inc. (425) 485 -1083 , V LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 073300 -010 073300 - 020 073300-021 073300 -025 073300 -030 073300 -031 073300 -032 073300 -033 073300 -034 jJTILITY LOCATION NOTE, 1. Prior to starting construction, contact ONE -CALL (1-800-424-5555) for utility locations. 2. It is the contractor's responsibility to verify the location and elevation of all utilities and drainage facilities prior to construction. CONTRUCTION SEO 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 4) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOTS. 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDINGS. 7) INSTALL SIDE SEWER, WATER SERVICE AND OTHER UTILITIES. 8) INSTALL ON -SITE STORM DRAINAGE FACILITIES. 9) MAINTAIN FILTER FABRIC OVER ALL CATCH BASIN GRATES. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 12) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. 13) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 14) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15) CLEAN OUT STORM DRAINAGE SYSTEM. 16) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. LOTS 3 THROUGH 11, BENNETT'S INTERURBAN TRACTS KING COUNTY, WASHINGTON. CUT 0 CU. YDS PER LOT FILL 110 CU YDS PER LOT SHEET 1 SPECIFICATIONS AND DETAILS SHEET 2 EROSION do SEDIMENTATION CONTROL PLAN SHEET 3 GRADING do DRAINAGE PLAN 1�l!/ R€Cki"iED Grrf OF TUX-VILA Pests F G:-V�R f Z 5: a a r' C'3 Z c� w W Z 9 A � Z Z w " 0 Z W� W� zW Z� Ey q w W CID A � A ca a cla N ID A 0 0 10 1# 0 10 f 01 a PROJE NUMBER 05011 SHEET 1 OF 3 7 VICINITY MAP X Z�� ALL. o) CD v3 Wa I . O N N W_ e N Y p r C4 O OCO ��O ,' N Z 5: a a r' C'3 Z c� w W Z 9 A � Z Z w " 0 Z W� W� zW Z� Ey q w W CID A � A ca a cla N ID A 0 0 10 1# 0 10 f 01 a PROJE NUMBER 05011 SHEET 1 OF 3 7 VICINITY MAP r PTN, NW1 /4 SECTION 10, T23N, R4E, W.M. ROCK CHECK DAM DETAIL NOT TO SCALE ROCK GRADATION REQUIREMENTS FOR CHECK DAMS AND i 2" PIPES 6` 100X PASSING 8" SIEVE F-}' ' ?`'- " ,l /� /� `' 40 -60X PASSING 6" SIEVE 0 O 00 � O O p 0 2.s' MIN 0 -109 PASSING 2" SIEVE 0 O 0 Q \� \ / CHANNEL O \ f : / I 4, SEE ROCK �. \ GRADATION \ /� /• 0 y REQUIREMENTS FOR END VIEW ROCK SIZING STALL ILIZEb, UMION ENTRANCE ING Stw P D ON 1 \ FLOW I 2•� �T o o O DO 1' KEYED CHANNEL O O p F`jf -- , • \ \ O 0 0 0 O p�0 0 BELOW INVERT STABILIZED CONSTRUCTION ENTRANCE OEPI t �, 4' -6' QUARRY SPALLS-- INSTALL CULVERT (J . .t.•'�• ''� 3 ' .. �„ • : • '•'!': • �. '•r • • +�: IF NECESSARY • : • f ' . • " _ /� r •fi 'w .' GEOTEXIILE FABRIC UNDER •• ,�}' • ;, L- `` i �' ,���� ,., , o X \ ` SIDE VIEW (MARAR 60 X OR aiu e `mss f ;oy \ IN CAT . TEC11 OVER \ ALL NG IN ST CATCWBASINS ,•Q • e Y \ \ �• \ LIMIT Oir CLEARING (TYP) IN / \ tti I INSTALL 1EMPOIORY T CE �ti \ ci ACROSS SWALE A PROP \ \ \ NE AND ADDITION LOCA ?NAP r �� MENT AS NECE Y T \ \ \ + l SIT LADEN PATER SITE s� lov �P�� INSTALL CAT 110N OVER C, 10 0 - 0, \ + STING D CATCH BASIN , \ CONSTRUCT SURFACE WATER DIVERSION SWALE O`S , Ikh R! CROSS SEC71ON C--c .Iko \ / < v N. XY �� % b 1 KEYED 'LOW INVERT hj�) VA It ORAIN FOR ODNEF?r E�. EGRESS \� COTS 9. 10 INSTALL CHECK DAMS PER DETAIL i j` ALONG SWALE TO CREATE SMALL SEDIMENT TRAP PONDI AREAS AND PREVENT EROSION �- \� �s x \ \ ���/ \� y1h x . 1 1• . � ST SILT FENCE . OPE TY t.N �� DETAIL j • '� ` \ r X - 12 ELEV. DATUM: NAVD 1988 \MSTALL Y SILT FENCE AS NECESSARY - �. 70 PREVENT SILT LADEN 11VA7ER FROM 4b ENT � ENTERING STORM DRAIN \ J 4 t NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. INSTALLA71ON: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL THE QUARRY SPALLS SHALL BE PLACED 70 THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD ,yam BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. LF WASH RACKS ARE USED, G THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: C TO 6' QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9 -13.6. 3. ENTRANCE DWENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 1Y THICK. IT MUST EXTEND THE FULL WIDTH OF THE V84MLAR INGRESS AND EGRESS AREA THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 100 FEET WHERE PHYSICALLY POSSAME. 4. WASHING: W CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE. THEN THE TIRES MUST BE WASHED eEDMAJOVE BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA 70 REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO AW CUT AN , A PAVEMENT MAKE WASHNG MORE CONVENIENT AND EFFECTIVE. SOUTH OF 7 5. MANTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION MOM WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP � DRESSING 117H r STONE, AS CONDITIONS DEMAND. AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT ALL MATERIALS SPR LED, DROPPED. WASHED OR / TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MIST BE REMOVED IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE OR THERE IS A THREAT TO PUBLIC SAFETY. \ �A c ALL RUNOFF AND WASH WATER MUST BE TREATED TO PREVENT SEDIMENT LADEN WATER \ y i FROM ENTERING DOWNSTREAM DRAINAGE COURSES. i c_ IN TABILIZED CONSTRUCTION ENTRANCE ER ON SHEET 1 NOTES: 1. SEE TESCP SPECIFICATIONS, TEMPORARY SILT FENCE DETAIL AND . STABILIZED CONSTRUCTION ENTRANCE DETAIL ON SHEET 1. - /x -looz oe DIVERSION SWALE NOSS-SECTION C -C NOT e uo �• ._ z 7 % mAy- RECE. ED CITY OE T � 1� I'..+'l PEiR14T CENTER N s T N T �o 3 x Z '��, 0000 co 0) Wa t � t17 O F = - 3 Nto Y N W c0 N p N CID m O r N � v a s W 0 E" in Z H . W A � W � W � za w H t� H ° I 0 P Q'I C-4 w cc W z V-1 y am � � A o 02 a H H U] W ° a E-+ z z w CID co WZ ago ZW o w o o ct W� ao E" A Z It 44 PROJECT NWASM 05011 SHEET 2 OF 3 s 6 r 5 S vo ROAD ADDITION WIDTH VARIES 3: CATCH BASIN PER PLAN 0 2" COMPACTED DEPTH CLASS "B' ASPHALT CONCRETE 2" CRUSHED SURFACING TOP COURSE ALT COMPACT SUBGRADE AND SIDE SLOPES TO 957': OF MAX. DENSITY \ / 4" MIN. CRUSHED SURFACING BASE COURSE -J Al ACCESS ROAD CROSS -- SECTION A--A i •r F P dos l� ` / NOT TO SCALE ks Vi O ¢ \ ELEV. DATUM: NAVD 1988 TBM: IE 12 CPEP IN B37 • ` , �6: e 6 SSA \ G \ W a a 0 Z V) W vE l � • �4,. ' oo �9�, f ,�� • \ A Ov h 4 -1 c °�, \ G \ �� E / / �$ � � / OQ� 1rO;1 / � \ ` • °� c g job a A�.��' S \ F 18` DEPTH 4 c�• o ot Q Q.�a P y� ! / \ � ? . �� m ��v \ �A G pO / NOTES: 1. SEED SWALE WITH NATIVE �`6 V /Q IF .4t, O \ / / GRASS LAWN MIX AND MULCH WITH F / \ �♦ 1 V S DEPTH STRAW. ••O� '�'� ° / � RIVE �� .� y 2. SLOPE CENTERLINE OF SWALE /� ,' j sa► � / c�\O O � p'I \ \ ►� i % 0.50% MIN. AND 3.0% MAX. • / , �'y \�' /� / Q� '� y y ���,' �6 • . /- 3. CONSTRUCT SWALE WITH 4:1 . •% MAX. SIDE SLOPES TO ALLOW FOR Q OM �� ♦ ? � FOP 1 j� p Z i I��`c� 16 $� LAWN MOWER MAINTENANCE. � ` . � ��- GRASS —LINED SWALE CROSS ---- SECTION B -B \ �s j SQ ti• \ °, °y '° `` S Rye •� \ \ NOT TO SCALE r,.' v , % O� > . ` o �� \ � h / �5 S� \ o \ �' G ��• �6I,- y5- � \ \ DRIVE (� CONSTRUCT UN •�° '� , �`0 9 s; �' , dog E� SWALE ,� \ ti /$ 9 h ��, �6� > d \ � � _o g F � �� �. �F PER CRT SEC - RO N B-13 4 / 5 �ti / p 2 Lx \ \ � . Q , /� • � O� GAO Q ,�, %, �fc� pRIVE f �, y a TE . P RI V A E `��°�,; rO ��; cP /�'1 �Q \ �• ; r �� Anr pRA11 I!EN-t FO,R Ef sQ o V, 1 5 tih Z o / f i �j �G FOR GRE �4► °� ° X 'K P 1 . Q G Q` / / + �� LOTS 1 j .o / Q` ,�h• ��i, ,,•� : NY \ CFO +�• 4Et � L- y0 1• `r O� O A�� oo CIF 'o. ' t y; C ° �9 , i� U u N. \ \� \ F / .S Vu- • 3g � \ � C► �9g � , � v a � a • 9 r 0 • • j DRAINA NOTE: . ALL ROOF AND DRIVEWAY DRAINAGE "LL BE DISCHARGED DIRECTLY TO THE STORM DRAINAGE SYSTEM THAT DISCHARGES TO THE DUWAMISH RIVER. ��. -moo ..0; - P -e'R IT GEN TER s 6 N 1 ' V_ 0 3 co x Q z O D w • O (o O WQ I rn o� 3: Nco Y N W O N Q N 00-I .. 0 o0 m u p r C4 a W 0 H Qi z w A z �E-o w H z I A M Vol w A C63 w 60-4 to 41 O Ca z cle N w W Z 0-40 Ce z o �o O 10 W� Aw c�: Z PROJECT NUMBER 05011 SHEET 3 OF 3 Ill a