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HomeMy WebLinkAboutPermit D05-445 - DOAK HOMES - LOT 6DOAK HOMES 11623 35 LN S DOS -445 Z Z Pre 6 UO U c WI Uiu.. W 0' g W Q N d, = Z Z W o CI0 52 I-- W W, � P =0 •. Z W U= O~ z City a - Tukwila S teven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite x`100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 0733000025 Permit Number D05 -445 Address: 11623 35 LN S TUKW Issue Date: 02/10/2006 Suite No: Permit Expires On: 08/09/2006 Tenant: Name: DOAK HOMES INC - LOT 6 Address: 11623 35 LN S, TUKWILA WA Owner: Name: DOAK HOMES INC Address: 11812 26 AV SW, BURIEN WA Contact Person: Name: DARRYL E DOAK, SR Address: 11812 26 AV SW, BURIEN WA Contractor: Name: DOAK HOMES INC. Address: 11812 26 AV SW, SEATTLE, WA Contractor License No: DOAKHI *092NZ Phone: Phone: 206 246 -6587 Phone: 206 246 -6587 Expiration Date: 08 /08/2007 DESCRIPTION OF WORK: CONSTRUCT 2432 SF SINGLE FAMILY RESIDENCE WITH 498 SF ATTACHED GARAGE AND 202 SF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: FILL AND GRADING SO SITE SLOPES TOWARDS EAST MARGINAL WAY SOUTH. CONNECT TO NEW PRIVATE WATER MAIN EXTENSION. NEW 3/4" WATER METER. 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: $11,030.64 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 Sewer Main Extension: N Private: Public: doc: IBC - Permit D05.445 Printed: 02 -10 -2006 w<Sii:_ �:iu+:utizidivaciu'.Jr rile :a' "'seti`�'>S iipN�.limu'. Z �w QQ UO 0 w= f~ CQ w wO LLQ C/) D = �w Z F- 0 Z i- w W U 0� oI-- .w w LL z W U= O Z i i City G Tukwila Department of Con:mccnity Development 6300 Southcenter Boulevard, Suite #100 u�N� r2 Tukwila, Washington 98188 y ' �( Phone: 206-431-3670 1908 Fax: 206- 431 -3665 Web site: cOukwila.wa.us Storm Drainage: Y Street Use: N Profit: N i j .Water Main Extension: N Private: Water Meter: Y t 1 * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Non - Profit: N Public: doc: IBC- Permit D05 -445 Printed: 02 -10 -2006 Z Z' �W UO CO 0 CO) =, tl WO LL ?. N = W Z F.-. F— O Z I— 2 � D 0, O N; 0 F— W W .. Z UN E- X O Z } r O/ �2 1908 City c,. Tukwila Steven M. Mullet, Mayor Departii:ent of Contniunity Developmeitt 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us Steve Lancaster, Director Permit Number: DOS - 445 Issue Date: 02/10/2006 Permit Expires On: 08/09/2006 i Permit Center Authorized Signature: 0 0 j 6e� A9 Date: U • 0 4 I hereby certify that I have read and a4 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 cons ction r the erformance / of work. I am authorized to sign and obtain this development permit. Signature: / Date: 2 Print Na This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC - Permit D05 -445 Printed: 02 -10 -2006 Z S � �~ W U C/)o J = F— (1) LL WO LL C d = W' �_ Z11-- �- O Z r-- w w �5 U� ON OH WW H H u. O Z w CO O Z r 11 A City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0733000025 Permit Number: DOS -445 z Address: 11623 35 LN S TUKW Status: ISSUED w Suite No: Applied Date: 12/12/2005 Tenant: DOAK HOMES INC - LOT 6 Issue Date: 02/10/2006 v 0 00 C0 W _ 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** H !2w LU O 2: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: ** *BUILDING DEPARTMENT CONDITIONS * ** U_ ? = CI 4: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the �w ? Building Official. z 0 W 5: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center 5 (206/431- 3670). v 0 O N 6: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to 0I_ w w start of any construction. These documents shall be maintained and made available until final inspection approval is f =. v granted. u. 0 z 7: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall 0 W bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site P and available to the building inspector for inspection purposes. z 8: 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. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: 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. 14: 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. 15: 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. doc: Conditions D05 -445 Printed: 02 -10 -2006 U� City of Tukwila rsno Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: 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 z the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. _ ~ w 17: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum v distance of 4- inches shall be maintained above the controls with the strapping. v o 18: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of U) UJI L Public Health - Seattle and King County (206/296 - 4932). CO L W O 19: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). Zi 20: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, N � w any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits Z F presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila O shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the r~ Building Official from requiring the correction of errors in the construction documents and other data. t z g 5 �o O co 21: ** *FIRE DEPARTMENT CONDITIONS * ** N 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the = W following concerns: W o 23: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving v U) surface of not less than 20 wide and 13'6" vertical clearance. Access roads in excess of 150 shall be provided width _ an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) z f- 24: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 25: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, 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) 26: 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) 27: The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (IFC Appendix 8105.1) 28: 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) 29: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at doc: Conditions D05 -445 Printed: 02 -10 -2006 lEn i . Q City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z i� Z. Q �W WD J U� UO U 0 ' ca Ui J = H CO LL' W 2 LL Q. c _. = d H = . �.- 0 Z H- U0 O Ca, W 2 �U LL ~O .. Z W .O ~ Z i Printed: 02 -10 -2006 doc: Conditions D05 -445 1 City of Tukwila ��s Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z w 0: 6 UO CO 0; CO J F- to U. W O U . = O. �W z F- t- O. Z F—. 2 5 U O N O t— WW H FU-- �- O .. Z W U CO H �' O Z 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: Date: 2, 1 0 Print Name: 1 l i i i ! doc: Conditions D05 -445 Printed: 02 -10 -2006 J �,wlu. w CITY OF TUKWILA psi Community Development Department Public Works Department t Permit Center i 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 ** 4-.D -SITE LOCATION ;.� / / King Co Assessor's Tax No.: O7 53 6.0 0 0�' Site Address: u�i, 6j67"�I�G _Zg2Di1 0/121 Suite Number: Floor: Tenant Name: /L)0/V e New Tenant: ❑ .... Yes ['�..No Property Owners Name: `JOklt llmef /wC Mailing Address: /�l A / — �� 6 7 2 1 1 A kfe 5.0c.? ; City State Zip .CONTACTPERSON, Name: c l) ,2 •z . , � �iC� �^ • Day Telephone: a a> g y .9 -- E' Mailing Address / 9 2 — ZZ A- 0 e S, Ltd , � u PrL' f �� 24/S/ � City State Zip E -Mail Address: Fax Number: c aZ GENERAL,CONTRACTOR:INFORMATION - (Mechanical Contractor information on back page) Company Name: , -JO/1 K lyesm iP S 1A- Mailing Address / g 1, - Z City eeZI a0.6 l �F> Contact Person: / J. '2 Jc�� /� �i Day Telephone: ? G3h A el6 -- e s`V 7 E -Mail Address: V% .1 " Fax Number: e 6 _S�i' 9/ Contractor Registration Number: C ���}/��x 0?21 Z Expiration Date: d rley a oc 1 7 * *An original or notarized copy of current Washington State Contractor License must be presented at 6e ti a of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: 2 %ie, y City State Zip Contact Person: L /0A, Day Telephone: E -Mail Address: Fax Number: ENGINEER OFRECORD - A11 plans must be wet stamped by Engineer of Record Company Mailing Contact Person: Tl M0 "X cl E -Mail Address: /V�4— q:%\permits pluslicc ehanges%perrnit application (7 -2004) Revised: 68-05 bh Page t City State Zip Day Telephone' f �` " 4 +- /0 g 'S Fax Number: '/ A `i - `� `� - / C� 133 :;�;,_, I: S:=.> ts5u•;+- antit.::. it;, r:. .::u<:�.S:.c::iCic�tw:u�:.i°.c: ..sm: °'+va:. . y 1�ix:FrLivat :vt�3r7i:� Z }�- Z W 00 Cl) o W = t— DW WO LLQ �D = F- W Z F- 0 ZI— WW U N aH WW H C.) �z W Cf) 0 O Z ILDING 'PERIIZIT.INFORNITION: 20631 -3670 t Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information C Existing Building Valuation: $, Will there be new rack storage? ❑ ..Yes �.. 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 Pi No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: ❑.. Sprinklers []..Automatic Fire Alarm 'None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes [:]..No 1f" yes ". attach list ofmaterials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. Rr L Z • _ . -� .., ;,,,y"..I:..i .Ji1..u1.>.. JL t..:.1a1 /lw<',a♦ +tN rlrl. r� -?G'W i�MSXY <::.Lti.i...l..tGvJU�.ii�.i•"!i. l �' •5n H, ' . � . .1 {•�S: A�YaaAY /� .�Rl�!" �{ t.'.• «. �L.;...- A �:,:k' .�vv+�F l k�:W' Ic W.S " " 511 � • ::oti�� Z Z W dd � J UO to CO W J= C0 LL WO 9_J u- N = W F— _ ZP F- O W F_ �j U CO 0 1.- WW HF �O 111 Z U= H F_ O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction pet IBC Type of Occupancy per, IBC V' Floor:: 03& 2 Floor. 30-Floor ' 'Floors thru Basement Accessory. Structure *' Attached Garage 'Detached Garage Attached Carport Detached Carport Covered Deck. Zc72 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 Pi No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: ❑.. Sprinklers []..Automatic Fire Alarm 'None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes [:]..No 1f" yes ". attach list ofmaterials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. Rr L Z • _ . -� .., ;,,,y"..I:..i .Ji1..u1.>.. JL t..:.1a1 /lw<',a♦ +tN rlrl. r� -?G'W i�MSXY <::.Lti.i...l..tGvJU�.ii�.i•"!i. l �' •5n H, ' . � . .1 {•�S: A�YaaAY /� .�Rl�!" �{ t.'.• «. �L.;...- A �:,:k' .�vv+�F l k�:W' Ic W.S " " 511 � • ::oti�� Z Z W dd � J UO to CO W J= C0 LL WO 9_J u- N = W F— _ ZP F- O W F_ �j U CO 0 1.- WW HF �O 111 Z U= H F_ O Z -PUBLIC WORKS P IT�IN#09MATION 2 0� d33 ,0179 tAN Pr Y� Scope of Work (please provide detailed information): �/ ��eP t,�l -i Call before you Dig: 1- 800 - 424 -5555 i Please refer to Public Works Bulletin #1 for fees and. estimate sheet. Water District O ..Tukwila El ... Water District # 125 ❑ .. Highline ❑ ...Renton 0"Water Availability Provided Sewer District ! Tukwila '[.. ValVue ❑ .. Renton ❑ ...Seattle 5 ( .Sewer 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 ❑ .. Easements) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use - Potential Disturbance )E�..Construction/Excavation/Fill - Right -of -way Non Right -of -way w!777 [...Total Cut cubic yards ff ...Total Fill S22 _ cubic yards ..Sanitary Side Sewer [].. or Remove Utilities B Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ['..Permanent Water Meter Size..." []...Temporary Water Meter Size.. It ❑ ...Water Only Meter Size............ " ❑ ...Sewer Main Extension ............Public _ ❑ ...Water Main Extension .............Public ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 9. X WON WON WON Private Private ❑ .. Grease Interceptor ❑ .. Channel ization `�-.. Trench Excavation Utility Undergrounding ❑ ...Deduct Water Meter Size ........ " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing _to: Name: P&J9 Rem P 5 /N c Day Telephone ;26 6 — e -5 - 9' 2: Mailing Address: f S r lC.� l k e wjft;l yK c City State Zip Water Meter RefundBillina: Name: Day Telephone: Mailing Address: City State - Zip q pluslicc ehangeApermit application (7 -2004) Revised: 6 -e•03 Page 3 M m bh I 1ti Z '~ w UO CO) = H N LL WO }} �J LL Q to � = r W Z F- ZO 2� U� O- 0 1.- W H H t11 Z U= O~ Z MECHANICAL: PERMIT INFORMATION — 206 = 431.3670 MECHANICAL CONTRACTOR INFORMATION Qty Unit Type: Company Name: /-/ P'-' ► f� >� ��Pgl' .tiy r/ i2 Qi9���r�lclrlil `�S% �y f //UC Mailing ddress : co g __ 9 r i i� ����i Qom' Fire Damper City State Zip Contact Person: Day Telephone: -q:5 E -Mail Address: Fax Number: S'., - 5'.s' -� i D P Contractor Registration Number h) Fk JT '6 I .x. 3 6qy Expiration Date: /0 - z 6- - * *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): $ 'I 3 D. l Scope of Work (please provid detailed information): &e. /7 ea Xl.0 0o a Use: Residential: New... Replacement.....❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Type Electric ..... ❑ Gas... Other: Indicate type of mechanical work being installed and the quantity below: Unit-Type:' , Qty Unit Type: Qty Unit Type:. Qty Boiler /Corn pressor: Q Furnace <100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP/ 100,000 BTU CFM Furnace>IOOK BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 1 ` 15 -30 HP /1,000,000 BTU to Single Duct Suspended /Wall /Floor Ventilation System Wood/Gas Stove f 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 <10,000 CFM Equipment PERMIT APPLICATION NOTES - Applicable.ao all permits in this application Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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. BUILDINQ4 . 9 OR AUTHePAZED AGENT: Signature: - �..�/�i -� Date: ' " mac / tee/ - ' ;210 C, 3 1 7.2 - -z AcF4 Print Name: %" e e y ( r , >,�� �' j- r Day Telephone: 2 Mailing Address:- 2 - A 6N ZL2E 15:, t -J, 10 /a, C ?,?A16- _- City State Zip Date Application Accepted: I Date Application Expires: Staff Initials: q.\ \permits piusUcc changa\permit application (7.2004) Revised 6.8.05 Page 4 Z '~ Z tY � �0 UO J CO LL WO LLQ = �W Z 3: Z� W W U O� 0 F- WW LL O W Z U= O Z RECEIPT NO: R06 -01461 Initials: JEM Payment Date: 09/19/2006 User ID: 1165 Total Payment: 116.00 Payee: DOAK HOMES, INC. SET ID: 0919 SET NAME: DOAK SET TRANSACTIONS: Set Member Amount �� � ------- E D05 -446 58.00 TOTAL: 116.00 TRANSACTION LIST: Type Method Description - - -- -- - - - - -- --------------------- - - Amount - - -- ------ - - - - -- ---- - - Payment Check 5266 116.00 TOTAL: 116.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000/345.830 116.00 TOTAL: 116.00 9883 09/19 0 ,716 TOTAL 116.00 Z iF- Z �W QQ �, J U 0 0 , N O J � N LL w U. Q C#) F-W Z �.., z o W U� O CO � H W W U i— W Z 111 U N O ~' Z. City of Tullcwlla foe 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i RECEIPT Parcel No.: 0733000025 Address: Suite No: Applicant: DOAK HOMES INC - LOT 6 Permit Number D05 -445 Status: PENDING Applied Date: 12/12/2005 Issue Date: Receipt No.: R05 -01804 Payment Amount: 2,222.00 Initials: LAW Payment Date: 12/16/2005 11:53 AM User ID: 1630 Balance: $2,949.94 Payee: DOAK HOMES INC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5104 2,222.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- CASCADE WATER ALLIANCE 401/386.550 2,222.00 Total: 2,222.00 d L� � IM, \ 0:.'.-5 20 12116 9710 TOIX 17"P16.00 doc: Receipt Printed: 12 -16 -2005 Z i= W JU 0 cf) = w J F-. LO U W O. w¢ co :3 = �W z =. F- F- O Z F-. W W U� O co D H. W W. F F- LJ.. — O: LL! Z N O Z j City o f Tukwl l a ' 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0733000025 Permit Number D05 -445 Address: 11620 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 12/12/2005 Applicant: DOAK HOMES, INC. Issue Date: Receipt No.: R05 -01770 Payment Amount: 1,815.26 Initials: JEM Payment Date: 12/12/2005 11:29 AM User ID: 1165 Balance: $2,349.94 Payee: DOAK HOMES, INC. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5097 1,815.26 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,405.26 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 160.00 Total: 1,815.26 V i TOTAL.. 368(): doc: Receipt Printed: 12 -12 -2005 z z, J U 0 Uo w= J F.. N LL. W O U- C = W z H t~ O W 5 U N O— O �- W F- u. O: .. z W U =; O z O Z G1 N 2 1906 Department of Community Development 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 Payee: DOAK HOMES, INC. SET ID: 021006 SET TRANSACTIONS: Set Member D05 -392 D05 -393 D05 -422 D05 -423 '0_004,0 D05 -446 D05 -450 TOTAL: Amount 2,012.53 18,014.95 2,570.62 7,146.06 6,993.38 2,368.32 6,514.52 45,620.38 Steve Lancaster, Director Payment Date: 02/10/2006 Total Payment: 45,620.38 SET NAME: DOAK HOMES TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5140 45,620.38 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 Account code 000/322.100 000/345.830 000/345.830 000/342.400 000/345.830 000/344.101 000/342.400 000/345.830 402/379.004 000/386.904 401/379.004 401/379.002 401/342.400 401/38 3].002/10 401/34.405 TOTAL: 45,620.38 Current Pmts 14,474.28 - 135.32 40.00 319.50 185.00 100.00 1,137.50 -.50 9,825.30 31.50 17,283.12 240.00 60.00 9716 1 , 11 00 45620.38 45,620.38 z �W QQ� JU UO to 0 W= J H to U. W 0 2 LL a = W z� �_ 0. zI— LU5 U� O N 0 H WW LL O z W U= O ~ z = f�> l��birw ' 'e' r! r ` •� � � .7..s / INSPECTION RECORD y�5 a' 1 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION }, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro ct: Type of I ti n Address: � Date Called: Spe al Instructions: Date Wanted: .m C-- — /Z O p.m. Requester: Phone o 72,Z ;- 0 14 Approved per applicable codes. Corrections required prior to approval. ' C')(_ ��i�l7 it (�1,.1 '� 1 ]1 ✓UV'�[ paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection Receipt No.: Date: } z Z WW i JU UO C O U. J = C13 L W O LL CO =W CY F- _ Z I..- H- O W F- W U� ON �H W F- 0 F- W 111 CO OF- z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. VA CITY OF TUKWILA BUILDING DIVISION N 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 7 Project: /Z Type of inspection: Address: Date Called: Special Instructions: Date Wanted: (a.M- �— 2 7 p.m. Requester: Phone No: 1 ?66 - 372—ZZW I ❑Approved per applicable codes. COMMENTS: 7 Corrections required prior to approval. F, I in F� $58:00 REINSPECT109 FEE REQUIRED. Prior to inspection, fee must be p aid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Z J C.) 0 C#) 0: C0 LU, W X: IUL W O U. cl) :) CY LU 0 W � W W 0 C) 11-- Ill W .3: 0 z Cf) o z iA INSPECTION RECORD y Retain a copy with permit ?' INSPECTION NO. PERMIT NO. 'i .. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20q)411-3670 PL Proj ct: . 1% 1111 r�� Type of Inspection: f � "� _..S /� ))"V Address: / , 3 2 1"v S Date Called: Special Instructions: Date Wanted: ,gym- Requester: Phone No: p roved per applicable codes. Corrections required prior to approval. ENTS: To <' V a d (1A Wald�at t. 1 CTION F E REQUIRE . F�rior to inspection, fee must be Sou Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: [Date: y� Z Z �WW Q G JU UO Cl) 0 C0 LLI J = N LL W O LL Q UO T O W z F .. i= 0 W F— W �p U O - 0 t— WW U LL O W Z C.) C0 Hx O Z t �,,. � i ��: Y.4 Y. _ F' 1�.� ., i. 1h. )1 .,1 `. ..� ) .. ........" - INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 ) 3 i -3670 Project: le `ldww - Type of Ins ti n: ���� ' "r° / /� �� _Tiv Address: 5 Date Called: Special Instructions: Date Wanted: Requester: Phone No: N un... , ..........................,... ..,...., ...... .............,, ..,... ..,..........,..... Receipt No.: Date: r Z = Z J 00 NO C0 W J = C0 L w u_ Q IV)� �w 2 H O. W 2� Ucl O C 0 F- wW �O w Z L) Cl) O Z Approved per applicable codes. Corrections required prior to approval. �.j,.'t�7�M ".• �s�.. r1"�,f °- `/t T � � �i��7: F `' { N' ., l . A i. r .. 1 ( INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20§)431-3670 Approved per applicable codes. Corrections required prior to approval. inspe tor: uate• �_ 58.00 REINSPECTI FEE REQUI ED. Prior to inspection, fee must be paid at 6300 Southce ter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wa ted: XiTr 47 2 6 — Cif PT. Requester: Phone No: Z- fit Z ;h Z � C W gg C JU UO CO 0 w= f- W W o U. U � 2 �W Z 2 H wO �p 0 0H W H� !L O LLI Z U N. O Z Fl Approved per applicable codes. Corrections required prior to approval. 7T INSPECTION RlEtdk6' Retain a copy with permit I N NO P CITY OF TUKWILA BUILDING DIVISION M T 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (YO6)4 -367P Project2) Type grf Inspectio Address: Date Called: Spec al lnstF Date Wanted: rn Requester: Phone No: • TS: A All I Receipt No.: 7e: —1 I I Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection . . . . . . . . . . . . 0AAL 7 2 z Z W 2 D 00 &-) 0 C0 LU W:c J l.- 52 LL WO LLa :3 a, W M. O. W F- W WL 5 C) — O LU M L ) F- 0 z U) 0 Z j INSPECTION RECORD �. Retain a copy with permit *PE INSP ION N0. CITY OF TUKWILA BUILDING DIVISIO Southcenter Blvd., #100, Tukwila, WA 98188 0 Protect: Type of Inspection: ? Address: Date Calle . Special Inst ctions: Date Wanted: ✓�� p.m. Requester: Phone No: ti %W II ry /I z - w Il dd i WV 0 J = co LL WO 2}} �J W? N D W Z H ZO W Dp U to W LL O W z UN O ~' z k Ot t k INSPECTION RECORD 1 Retain a copy with permit =H ,. INSPECTION NO. PER I X . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 p Project* Type of Inspection: Address: Date Called: S--Al Special I structions: Date Wanted: a.m. - p.m. Requester: Phone No: 0 72 Approved per applicable codes. Corrections required prior to approval. j'. Ins ctor: Date: 58. 0 REINSPECTION E REQUIR D. Prior to inspection, fee must be ai at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ! Receipt No.: Date: i> i.� �'^'�"�"'"h;'+� . ���, �"'� �.� �1.� , W".{, n' �p� .M+r ►.!�J'1's4M4+��'yi,i.... . *' , .H't.., z ;F Z �W 4 � 00 Cl) o C0 W W= J I.- C0 LL W O J LL Q rn � = W z� E- O W �5 U� O N oI.- W �U U. ~O .. z W U =. O~ z INSPECTION RECORD L Retain a copy with permit INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3E�70 Pr0jA. 01 /- zzl 4 ZAzza2 ZI Type of InspQct* 6fl,�-021 Address: =5 Date i Special Date Called: Instructions' Wanted: 1-_7 a. , p.m. Requester: Phone No: A pproved per applicable codes ICOMMENTS: F1 Corrections required prior to approval. Inspector:ji ✓ Date:/ 7L ely` 7 f " I F $58A0 REINSPECTION JiE REQUIRED. Pn�r to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal.l to sechedule reinspection. I Receipt No.: Date: 771 f. Z rH Z 3 L) 0 N C0 III LU J CO U. LLI 0 2� 9-1 LL < CO a Z F-: 0 W ~ LLj 5 Cl C.) CO) 0— a �� LU LU x (.) F- L -0 ui z CO) 0 F. Z ! INSPECTION RECORD Retain a copy with #ermit INSPEMOWM. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36,7 . i Proje : p /6 Type of / IInspectio / n : C / Address: Date Called: Special Instructions: Date Wanted: m Requester: Phone No: .. , receipt No.: Date: Z ;H Z 4 W W =: UO to o C0 LLI J � N LL W O � QQ LLQ _ d F- W Z WO 25 U ON 0H W H� L O W z U =. O F- Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Fl Approved per applicable codes. INSPECTION RECORD . -- I Retain a copy with permit --7 INSPEC16 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36(70 . I Project; Z-)Oe'ok zz Type of Inspection: 4 7�9 9 Address: 21 3 Date Called: Special Instructions: Date Wanted* a m Requester Phone No: Corrections required prior to approval �101 M, WAN W-09MMA IIIIIIIIIIZA IMV�5 4� F $58.00 REINSIPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 04,,1 L Z Z LLI 00 , U0 co LU W S2 U- LLJ 0 LL co 0 z W LU 5. co 0 L11 LL 0, W z C.) CO P 0 Z JU OH [� { fi t {. ,< �•} �L �stit� r > 1a. is � i.V �l.: INSPECTION RECORD Retain a copy with permit ' INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION ..'' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -367 Project �L^ Type of Inspection: ,,. Ad ress1-1 Date Called: Special Instru ons: / / Date Wanted: Requester: Phone No: Inspector: Date: 1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectiol Receipt No.: Date: Q Z ;}_-- Z W J U' UO 0 w= H �2W W Ua N� = a► �W z= W O W U� O N W �P �O W Z U co O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 3670 r � Proje Type of Inspection: Address: Date Called: Special Instruc ions: Date Wanted: a.m. Requester: Phone No: E 's Approved per applicable codes. Corrections required prior to approval. r 4 . f. } Receipt No.: Date; Z Z �W QQ� JU 0 CO 0 co W J = H S2 LL W O 9-j W ?. CO CY �W z z0 U O Cl) I— W �U �O W Z 0 C H� O Z U $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 INS ION NO. CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 Project: 1)0,414 //O/ly 9 Type of Inspection: 0.1,17 // Address: //,/, 23 2 -1V Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No: F] Approved per applicable codes. Corrections required prior to approval. Q- or: a e: IT 'q — 70 EYR .00'REIN ( CTION6 REQUIREDxrior to inspection, fee must be rd I 8 cl at'6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Reeelpt' I Date: i i Z 0 00 (00 (D W W J CO LL 0 2� -J U- X CY W M W UJ 0 = 0 0 cc .0 0 W W M F- L 0 LLi Z co L) — P M. 0 Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 O Project: Type of Inspection: 41"91 ` /.,v1 04 X101n F .5 lAle —.5h A dd ress: r COMMENTS: (DIA ddy \r D Approved per applicable codes. Vj Corrections required prior to approval. I Receipt No.: - - JDate: I pa �E REQUIRED. prior to inspection, fee must be r Blvd., Suite 100. Call to sechedule reinspection. z Z LLJ 00 (J) Cl Cf) W LU Z: -J F- C') U. WO Ua W x Z �- 0 z l'- W W Cf) 0— a 1-- W W X C.) U- 0 z co X z Ca a e Special Instructions: Date Wanted: h ( ;R Requester: Phone No: COMMENTS: (DIA ddy \r D Approved per applicable codes. Vj Corrections required prior to approval. I Receipt No.: - - JDate: I pa �E REQUIRED. prior to inspection, fee must be r Blvd., Suite 100. Call to sechedule reinspection. z Z LLJ 00 (J) Cl Cf) W LU Z: -J F- C') U. WO Ua W x Z �- 0 z l'- W W Cf) 0— a 1-- W W X C.) U- 0 z co X z INSPECTION RECORD Retain a copy with permit 1/00 5 INSPECTION NO. O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 R06)4 1-367t Project: Z)O,,g /Ale- Type of Ilispecti <,– Address: 116--a3 2-5 ZAI -5 Date Called: Special Instructions: Date Wanted: ra.m. o C) Requester: one No* c 5 -7 2 - ' ctor: I(Al 58.00 REINS paid at 6300 5 Receipt No.: FI Corrections required prior to approval. I Date: 0—� 'EE REQUIRED Prior to inspection, fee must be r Blvd., Suite 00- Call to sechedule reinspection. Date: Z - Z 0 00 CO a U) W W CO LL W O ILL CY F. W z Wo UJ U C) co .0— F- W L 0 z O Z IRApproved per applicable codes. COMMENTS: ctor: I(Al 58.00 REINS paid at 6300 5 Receipt No.: FI Corrections required prior to approval. I Date: 0—� 'EE REQUIRED Prior to inspection, fee must be r Blvd., Suite 00- Call to sechedule reinspection. Date: Z - Z 0 00 CO a U) W W CO LL W O ILL CY F. W z Wo UJ U C) co .0— F- W L 0 z O Z z �W J U UO 0 CO) N LL w O �-J WQ Cf) 1 C I- W z H O W I- W U� ON Q �-. W O LLi z U� 1= � O z INSPECTION RECORD Retain a copy with permit y� INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 a r. y Y Project: Type of Inspection: Address: 35L S Date Called: Special Instr ctions: Date Wanted: a.m. (� m. Requester: Phone No: i 1�� Approvecl per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit INSPEUION NO. PER IT *ER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6)431-36 0 Projeyl. Type of Inspection: 1114yelk 7-�92- Address: Date Called: I Receipt No.: I Date: -:li :.•k::.; � +J.i+x t'.�.'��;�. :;K:;ix- r....,;�;.. "' .at,, .`i' '. i. •;jat ^''.� �'1'�'�. I Z Z UJI C.) 00 ( 1)(3 C0 LLJ LLI -J C0 LL W O U. C/) Cy LLI 0 W �- UJ UJ 5 CO W L) LL 0 id z 0 Z paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Special InstrOctioris: r Date Wanted: Requester: Phone No: -:li :.•k::.; � +J.i+x t'.�.'��;�. :;K:;ix- r....,;�;.. "' .at,, .`i' '. i. •;jat ^''.� �'1'�'�. I Z Z UJI C.) 00 ( 1)(3 C0 LLJ LLI -J C0 LL W O U. C/) Cy LLI 0 W �- UJ UJ 5 CO W L) LL 0 id z 0 Z paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM[ CITY OF TUKWILA BUILDING DIVISION 6,300 Southcenter Blvd., #100, Tukwila, WA 98188 (R20�)4il-36� Project* LO-10 Type of Inspection: 4 1 Address Date Called: Special Instructions: Date Wanted: m. Requester: Phone No: Receipt No.: z z W W JU 00 C0 LLJ W J 9 LL LLI O. 2� 9 -J LL X H W z W ~ LLJ 5 0 W W X LL O. Iii z C-) CO) .P X. O z I I paid at 6300 Southcenter Blvd., Suite 100. Call to s'echedule reinspection. INSPECTION RECORD Retain a copy with permit.." INSPECT ON NO. PE TN CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: k Type of Inspection: 11, 1 04 , Addr ss: � 2S Date Called: J Special Instructions.. Date Wanted: �atm �- Requester: (7 Phone No: Receipt No.: Date: Z —Z Q ' ~ W W� JU UO NU ' W = �U W� J LL Cj)d = W H Z� ZO W W U� O- WW H LLO .. Z U= O ~: Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD D05 -44 Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project D paK H O m e s Type of Inspection: p Addres' 23 35' Lan 5 Date Called: 4 -2.0- 07 Special Instructions: 6 Date Wanted: q --f a.m. "! -2.3 -0 I P.m. Requester: Wrr I Doak Jy Phone No: 2-o! —372» 2z 60 Approved per applicable codes. FiCorrections required prior to approval. Receipt No.: Date: r l Z LLI 2Z �0 UO y0 w= CO LL W O 9-1 LL � 2 �W Z= �o W ~ W U o C 0H W W. HF - Z. 111 U= O Z I Inspector: r 'IX I. lDate: ,J 4 2 I $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 �5� y1/5 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec : Type of Inspection: Address: 11 &a d5 Date Called: 0 3 /i;�1 0 `7 Special Instructions: (iUG� ✓� ��� Date Wanted: m. 1 p — p.m. Requester: — Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: . 1 i Inspector: C ,Ad Date: / $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection Receipt No.: Date: Z W. JU UO In 0. co W J � S2 u. W O UQ to �. = a � W I= o W �p U o� WW X LL Z ui U= O ~. Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pr o * Type of Inspection: Address: 5 Date Called: /a i I F /0 Special Instructions: Date Wanted: am, t2 Reques Phone No: - ❑ Approved per applicable codes. Corrections required prior to approval. UJA COMMENTS: A azze 6)K I Inspector: Date: ( Ll I 58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspectic Receipt No.: Z Z W 0 0 0 U w= LL W O 2 � Zi LL to X UJI 0 Z I!— W UJ 5 0 Cf) LU LU LL x O z c0i 0 Z INSPECTION RECORD DD Retain a copy with permit f "t INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION !r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: �aaK ���QS Type of Inspection: x.. Address: 1162.3 35 L h � Date Called: 4--2$ -06 Special Instructions: 1, ot 6 i ,.., Date Wanted: m. 5—J p.m. Requester* Phone No: jDt- -! 31 '"' g ! 3 t Approved per applicable codes. Corrections required prior to approval. • I r s 't f Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. teceipt No.: Date: I Z Z �W QQ � JU UO NO C0 W W = CQ LL w O' LL Q 2 �W Z I— O W ~ W U � O C. O H- W H F_ W Z. W U =. O Z INSPECTION RECORD 2 005 - I-I'l (5 ' ,I Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206 - 575 - 4407 Project: 0 ©c,A2 H.r m,e 5 Type of Inspection: Address: 16,23 3S - S, Contact Person: Suite #: 10,1a Z� Special Instructions: Phone No.: Z Approved per applicable codes. FICorrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occup Type: Inspector: Date: &27 Z' 0 ;? H rs.: If $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 z z �W QQ� JU UO CO co W J= N LL WO U? � = W Z� �O W �^- C J U� LU O� 0H WW I— � O W z U Cf) H = O� z d City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director December 15, 2005 Darryl E. Doak, Sr. Doak Homes, Inc. 1181226AvSW Burien, WA 98146 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -445 & 446 Doak Homes — 11 6x 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: Plannine 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 in Person and will not be accepted throuale the mail or by a messeneer service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, 'Jeinnifer arshall Permit Technician Enclosures File: Permit D05 -445 & 446 P;VennifeAIncomplete LettersT05 -445 & 446 Incomplete Ur #I.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431.3665 �, emu. a" Hti' au. �:.. u.::: �.: ai r. 5= v. a. ic; s�J�a: i:: iw. 1. w41�. 1�:' As ..�r�.,.,.;:J:,Mr�.ykJii3.+:Yr sw " �L ..a.'s."+4aC".i.aki.L:LliuSiM urL�i: wi: dCi+ wi✓:; a. F7w+ ��'" s', lb�tass .:da'u:.:'s.'JU'rJ.iu.w:.l .+.,'v.}a.,t :; Z Z '~ W JD UO Cl) o W = H N LL WO J. LL N CY = W Z� t O ZI- W W U O N 0 I` W W �- O .. Z. W U_= F- F- 0 Z PLANNING DIVISION COMMENTS 00 DATE: December 12, 2005 C O 13 U) W: 'CONTACT: Darryl E. Doak, Sr. F- RE: D05-445 & 446 to U- w 0 ADDRESS: I I 6xx East Marginal Wy S Planning Division of DCD has reviewed the application submitted. The application is incomplete and U- < Planning is unable to review the application. co a a W, 1. Provide site plan. W LL J vo W W r CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards t Permit #: D05 -445 & 446 Project Name: Doak Homes, Inc. 116xx East Marginal Wy S Review #: 1 Date: 12.12.2005 1 Reviewer: Dave McPherson 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. 1. Provide civil drawings. � 9 i i fi t i E r { i { z W JU UO N0. C0 LU J H- S2 U. w o a z Wo w 25 D0 O N 0 F- W ui — O. lil Z co O z o ' 1908 City o. 'Tukwila Steven M. Mullet, Mayor Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206 - 431 -3665 Web site: ci.tukavila.tiva.its WATER METER INFORMATION Parcel No.: 0733000025 Address: 11623 35 LN S TUKW Suite No: James F. Morrow, P.E., Director Permit Number: Issue Date: Permit Expires On: D05 -445 02/10/2006 08/09/2006 DESCRIPTION OF WORK: CONSTRUCT 2432 SF SINGLE FAMILY RESIDENCE WITH 498 SF ATTACHED GARAGE AND 202 SF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: FILL AND GRADING SO SITE SLOPES TOWARDS EAST MARGINAL WAY SOUTH. CONNECT TO NEW PRIVATE WATER MAIN EXTENSION. NEW 3/4" WATER METER. 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. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204d06 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: Cascade Water Alliance (RCFC): Y TOTAL WATER FEES: $2,822.00 $2,222.00 $0.00 $0.00 $0.00 $0.00 doc: PWWATER D05 -445 Printed: 02 -10 -2006 ... , .. , � .. ., .. .....' ... � .0 . �.t.. r.,r.� r:'t,bv , i�... hro. �� 4; .,,a .:.k .,..,d, a::ta. ` , S � d e.. c,,.`,.,. �...z ''•� ..d n ..... �. ,..�.�. ,�, .: . .. ..,� � � n + «r;_t� L. ivD. .F,' ,•sG$r.rts x�..�.�... a* 1.. hz:..wr �. $600.00 Z Z �W QQ UO Co (3. co W J = H NU. W O. J ti to = �W Z F— I– O Z F— W W U� O �. o�- W F- U. W Z U =` O H. Z Www NNJI JWYI NNN 9 I A LTe- 3 L 3.. U) wt G I ir.S t--or 10 t1v q 2- Z- — \ 1-o73 5r 4 - P- 3 407'� e- 4ALf Lor � ,1445 "7 .4 I-Or o 4 a �- V-4 LOT It .t 6 /1 5 - 1 Ov r " a V\. T-7 L we Z w 2 D 00 (/)a C0 Im W Cl) U. uj 0 , 2� 9-1 LL < D Wa W z W LU 5 C.) Cf) 0 cl W w X LL 0 z C0 m F- C q ps tv\.o v * vu +e,4- Vo It - 0 ,- r 5< - M 1-0 J A, NE sr R vvv s t--or 10 t1v q 2- Z- — \ 1-o73 5r 4 - P- 3 407'� e- 4ALf Lor � ,1445 "7 .4 I-Or o 4 a �- V-4 LOT It .t 6 /1 5 - 1 Ov r " a V\. T-7 L we Z w 2 D 00 (/)a C0 Im W Cl) U. uj 0 , 2� 9-1 LL < D Wa W z W LU 5 C.) Cf) 0 cl W w X LL 0 z C0 m F- 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# � 'DO ; 0,- c 5 Return Address: Doak Homes, Inc. 11812 — 26th Ave. SW - r Burien, WA 98146 Title: PRIVATE DRAINAGE EASEMENT AGREEMENT Grantor: DARRYL DOAK, SR. AND ESTRELLA M: DOAK,, a marital community Pft mtlr Np 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. z W. Q D JU UO co cl. C0 W J = S2 LL w O La �D = F . w z z O. W LLJ Do U O N 0 H w �U u- ~O .. z: W O F " 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 tf- W � QQ 2 JU UO (0 0 CO W J � CO LL w 0 LL ¢ CI) = F- w z F- 0 W ~ W 25 U ON o F- ww ~ F- �O ..z W CO 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 Z ;�- w W¢ M J U UQ N C l) =. J (0) LL W LL Q �D = F . w Z L- �- o Z F- w UJ �p U O� W w. �U U- 0 o. . Z . W U= 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: Beginn ing 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 3 12015 9. (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 JD UO J = CO L wo LQ Co = F .. w Z z O_ W w D� O� off w H� LL O .z w U= O 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; Z EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds ;H z recorded under recording numbers 3122159 and 3120159; w AND EXCEPT for portion deeded to the State of Washington for South 116 Street Extension by � v s Deed recorded under recording number 3120159. U O C o (Also known as Lot 4, Bennett's Interurban Tracts, less streets.) co w W LOT 5 CO U. w 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, u- W.M., in King County, Washington, described as follows: CO d 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 Z ' land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded z O August 7, 1913; LU Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument j p set at the intersection of said released lands with the east marginal line of the Pacific Highway; v co Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line o F- '� parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; = w { Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; F V —. Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western —0 margin of the right of way of the Puget Sound Electric Railway; ui co 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 i feet, more or less, to the True Point of Beginning; ,i 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 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; 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; .. _ .. ...... _ ... �wi .:.at:��:.tiwlfi,.W.+ ✓.4lWa.l.i �t+iw.. u.�u.uttiir.: r<a.iM1.Ja.1..aa4wau. f :s�il`nF�Vi4 ++3�.�LLwwvn:....�1 4 S Ew<.e.W....�.+uui. +i V.u�L IM z H Z u� D 3 UO CO CO O w� LQ = �w z f-. I- O z F- w W U� ON DH WW HP u- z ti i U CO O ~' z r" 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 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 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 °05'00" East along the east marginal line of the Pacific Highway 80 feet; , .. •.>.. w. t':, �,..i:.. ::.i.i.rw.f +:fi:..:i.�..�+- t ' � :3.a,.i1`.; 7.'.m.:�..:.. :::�k�i:'.:un.o ii...:. C.+.: i. iia::'. i.,: o�io .w�::1:.+ctK.a:ii..a:,::a..1 H ..X,.+` u'i J.�n.:.YF.xJi, i,_ii.�,t..,:. z }�- Z �w QQ JU UO Co Q J = F- ur w 0 �- LLD N C'J = u.l ~_ z� �0 z F- w w U 0 to ww O ..z w CO O� z 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 1 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 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. :•.�.• ,- 5..• .. .:. �.. r. ' ..;:...:., s...,..:..,..,.,. `.. t.. a.. u4..:✓.+ i.:::... up.. i....,.:.:.,.. r..:. �:. G...`:..+: �.. o-.,.+. w.. r: n. w.._ vsulr., w....+.:: ,�....._w+}iJ:,a:..,,;..w.1..v. ru:: wl+. MiSi:. l,. r4.. f3.:. �7'. 0:,":. v: f�. t: 1: LiL.:w W. 4:. S.,',:. st+.. 1. w1(i..w:n.d'.u..UaJ1:N.J:::i4+. z Z �w 5. 0 J U. UO CO) 0 CO W J = CO LL, w LL ¢ cl) V �w z� E-- O z W 25 U ON off wW O w z CO 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 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 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 1 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. z ;= z w J U� UO U CO u_ w O J u_ ? . � =w ~_ Z O. W w U0 O CO 0 E-. w w . U 0, z .. w U CO z Permit No. _ Plan -° ons. a 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 RECEIVED Page 1 of 3 CITY OF TUKWILA JAN 0 5 2006 PtHMIT CENTER INC 0P,11PLETE LTR # -- �. — z �z o�c W W D . J U. 00 N CO W J N LL w O Ua 0� = �w z�. �- 0 z i-- W U� 0- o �- w U- z ui UN 0 z �1 UTILITYEASEMENT 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. 5. 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 . .....,....., nn .«.a�� •�ivrA...t;`�i'� . ,2::'i.;'_m'.tt�t 'ut.::?��'�`S:v7 z Z �w 6 2 JU UO CO) CO UJ J � � w O �Q CO : = �. w z 1--0 w� U� LLI o CO 0H W u' O w z CO O z... i UTILITY EASEMENT AGREEMENT { GRANTOR AND GRANTEE GRANTOR AND GRANTEE by: Darryl Doak, Sr. by: Estrella M. Doak Date: Date: u ;y STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this day of January, 2006, before me a Notary Public in and for the State of s 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. 1 Notary Public in and for the State of Washington, residing at k My commission expires: e i i i Page 3 of 3 7. .. •. w' . . i.._f......:.... a. v .•I:a.w z. ti+ �d1+: 2; a�'. i.'..:v.,;ri:i.,A...ii:�S..v:di w' l� YLJ...'.twa;h .i.:.r ;.A Z Z �w JU U N a J = N LL. W O LL a �d =w F - F F— O Z Uj U0 O N, o E- =U F- — �o .z w U= O F-. Z- EXHIBIT A LOT 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: = H Beginning at the northwest corner of said Section 10 and thence running south along the west line of - Z 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 0 August 7, 1913; C O o 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; N Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line uu O 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_ D M margin of the right of way of the Puget Sound Electric Railway; d Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said Z = 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 w O feet, more or less, to the True Point of Beginning; 2 � U EXCEPT the south 101.00 feet, as measured perpendicular to the south line thereof; Oo - AND EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds W — recorded under recording numbers 3122159 and 3120159; = U AND EXCEPT for that portion lying north of the south boundary of the lands deeded to the State of U- F= Washington for the South 116' Street Extension by Deed recorded under recording number 3120159. z w U co (Also known as that portion of Lot 2 lying south of South 116' Street and Lot 3 of Bennett's 0 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; Z z EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds w 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. 00 N p (Also known as Lot 4, Bennett's Interurban Tracts, less streets.) UJ CO u- w O LOT 5 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, u- W.M., in King County, Washington, described as follows: = CY Beginning at the northwest corner of said Section 10 and thence running south along the west line of F- _ the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of Z �' ' land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded z O August 7, 1913; j Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument v o set at the intersection of said released lands with the east marginal line of the Pacific Highway; O co Thence South 13°05' East along the east marginal line of the Pacific Highway 82.14 feet to a line w ~ parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; = v '! Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; LL Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western - Z margin of the right of way of the Puget Sound Electric Railway; v cn Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said 0 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 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 h 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; Y::, . .!:..:. ..:., . 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; i 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; �i,.._ ..r- ...;.�pM��w,n«a:i•. �uaro;.aw5,, ...7C�odti w.., .t ; 1a.,EJ.=.a:L+::��'s3FktYdt'�u#� z z �w D U CO 0 co w J = CO W w LLQ �D = �w Z H f- O z F— w LLJ D o. 0 O� 0 I— w H u_ z ui U= O z M 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 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 °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 U cU 0 0 wM �LL w LL ¢ Nd =w i- O w LU U� O� o F- w w L' O w z U= O z 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; Y; 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 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 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. �,� i .. �.: �,. .� �; .. • � ... ...;.� ,..'.. •...., ... .•...� •..t. r- .>. +.. a:weenu.a�.�.�xm.a.wvis.r.�dv6n w'.7u�ii�,�.±i!% a:.;..+u.u:�#.:."�'.s:n.�4::tr ��anr.k z z �w aa JU 00 CO 0 co W J = H Co w w U. co0 = w z� E— O z w w U 0 O - 0 F- UJ =U E- H u6 O 111 z U =_ O z EXHIBIT A, continued. LOT 11 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Z Range 4 East, W.M., in King County, Washington, described as follows: z Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; ul Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a 2 stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish 0 Investment Company by instrument recorded August 7, 1913; p 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 � H Pacific Highway; CO u_ 0 Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the t Point of Beginning of this Tract; Q Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; d 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 Z quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric w Railway; O ? Q 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; p N Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of w E_ Beginning; = W EXCEPT the north 40.00 feet thereof; LL O Z ui UN AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; Z (Also known as Lot 11, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. PERMANENT FILE COPY AFTER RECORDING MAIL TO: Doak Homes, Inc. 11812 26th Avenue Southwest Burien, WA 98146 20051027002141 CHICAGO TITLE WD 37.00 PAGE001 OF 006 i 10/27/2005 15:50 KING COUNTY, WA E2165004 10/27/2005 15:48 KING COUNTY, WA TAX 9,973.00 SALE $560,000.00 PAGE001 OF 001 Grantor: Cedar Grove Properties, LLC Grantee: Doak Homes, Inc- STATUTORY WARRANTY , DEED Abbreviated Legal LOTS 2, 3, 4, 5, 6, 7, 8, 9, 10, AND 11, BENNETT'S INTERURBAN TRACTS :DED. Assessor's Tax Parcel Number(s): 073300 -0010 -02, 073300- 0020 -00, 073300 -0025 -05, 073300 - 0030 -08 THE GRANTOR Cedar Grove Properties, LLC, a Washington Limited Liability Company for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to Doak Homes, Inc., a Washington Corporation the following described real estate, situated in the County of King, State of Washington. LOTS 2, 3, 4, 5, 6, 7, 8, 9, 10 AND 11, BENWETT'S INTERURBAN TRACTS UNRECORDED. SEE ATTACI-IED EXHIBIT "A" FOR FULL LEGAL DESCRIPTION Subject to Easements, Restrictions, and Reservations of Record. Dated e d � Q�� Cedar Gr ve r er es, C Mar in L. Vartman," f S SO Zem r STATE OF Washington } County of K 1 N G } SS: I certify that I know or have satisfactory evidence that Marlin L. Vortman . is/ere the person(+ who appeared before me, and said person(s) acknowledged that he signed this instrument, on oath stated he is/are authorized to execute the instrument and acknowledge it as the Sole Member of Cedar Grove Properties, LLC to be the free and voluntary act of such party(ies) for the uses and purposes mentioned in this instrument. Dated: ���.� . ► t i Notary Public in and for the State of Washington * + pt y I �$ / j Residing at SH02 — RBI AX W A t . £ i My appointment expires: 0—At _ \ , 2 MMS O � ��S Z i1 Z a , W JU UO Co D W= H co 1L WO U_ j c = W Z� F— O Z f_ W LLJ U� O CO: 13 (` WW H LL .. Z W U =• O Z 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 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 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. 1 &8.23 FEET',.. MORE OR LESS, TO' THE TRUE POT_rIT 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, 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: LMALI /RDA /0M Z Z W J V UO CO W = J � NW WO �QQ LL Q co _cy W Z F- F- O Z 1_ W U J 2=) U O� L7 F_ W lU 2 F- FF--- O 111 Z U= O Z. m qb CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: 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 ELECTRIC RAILWAY; THENCE NORTHWEST ALONG SAID WESTERN MARGIN OF SAID RIGHT -OF -WAY 93.68 FEET, MORE OR LESS, TO A LINE 89 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS TRACT; THENCE SOUTH 76 0 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 A PORTION OF TRACT 6, 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., 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 EXLWALC /RDA /0699 I Z Q W JU 00 co 0 J = H t0 W W O W N C'1 = W F- 0 Z I— W Lu 00 0 O cf) O F-- W W H F- LL O LLI Z H � Z CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: ELECTRIC RAILWAY; i THENCE NORTHWEST ALONG SAID WESTERN MARGIN OF SAID RIGHT -OF -WAY 93.68 FEET, MORE OR LESS, TO A LINE 89 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS TRACT; THENCE SOUTH 76 0 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); E LMALC /RDA /0699 � - .. __ +:, n;�;;5.._ �, " s; aLLUCit+: awe`£:�fix+'tii+�da:,:`:a�:n,: 1( �as«Skn.bial.�4:�,��aa.xN�f afr,•c�S<,: Z �Z �W UO co o co ui J= N NW W O uQ W� = W Z = H Z O. W UJ gy U 0 — W W HL) u. O ti! Z U= 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.Mw, DESCRIBED AS i 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 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 05'00" EAST ALONG SAID EAST MARGINAL LINE OF PACIFIC HIGHWAY 487.14 FEET, TO POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 0 05'00" EAST ALONG SAID EAST MARGINAL LINE OF PACIFIC HIGHWAY 80 FEET; THENCE NORTH 76 0 55'00" 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; THENCE NORTH 00 0 04'10.7" 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 0 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 THE 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 PIASHINGTON,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 M-CL EGALC /RDA /ors �.. .,.... _ .., ._. _ .:r�t�...n.j.,::.:�i...» _+�a...,�. ,...,...u.. �_,�,.......:,.m.. s.t:w.tJ'" U.i'.�^Jx�l � r ••:.:�t.L. tea. <:G•.:�!r�,ici.:�1.h:G: Z Z W QQ � JU UO co Q J = co LL W O 9 -1 LL a = W 1— X: F- 1- O Z 1-- W W U� O� 0 F-- W lU H F- O •• Z W U= O Z CHICAGO TITLE INSURANCE COMPANY i EXHIBIT tj LEGAL DESCRIPTION a Order No.: 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 q 10, TOWNSHIP 23 NORTH, RANGE 4 EAST OF W.M., IN KING COUNTY, WASHINGTON. EM.WALC /RDA /06©9 Z �Z J U U O' N 0 W= �L W 0 J LL Q N d: = W ZH O Z 1- 5. U� O cl). � H W W' U 0 .Z W Z 10.00 k �+ 9:068la scc aasasb ', \� {�___--- +►�-- ---- -- - - - --r LO ` +-`- - -^-- -- � ° ...,•r � - •J � II , 1 ' • 860089 `, rn \` v 28 L0 g W Z , n EOI ,.�•r' .A —� {' t ,yl. y 1 79J °.M CI A 7.0'; 4 0 �; LW t� -k A•376.�0 N6 =� . — ,-, w t `�' 1 , D 7a �? C' � 1 1 � •�, ' I ti ow A 1 ti ' 1 i , ��•' 4 40 0 \ ... v. 1 t , 1 1 � L OT �' _ r ���,•'� �v 'y 11\ 1 1 rte rt, \ ♦ I 0� ,.." +"+ e. ' Pa . r�r3�c 12 V bus p 73300 r - .. 9'x•4 ,{ s. { 14 1 i 2�lDOlo Ar - fr - 1 6 r i, yam, Z W D UO N co w J = F— Cf) LL WO WQ N 2 �W �-- O W f— W U� N o E- W F- - 0 Z U= O Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER DO r. PROJECT NAME D OAK HOMES INC, LOT 6 SITE ADDRESS 11623 35 LN S DATE 08 -30 -06 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: �3 BL,i r g 6 Mi sion � Fire Prevention F Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 08-31 -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 ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: LNJ APPROVALS OR 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: Documents/routing slip.doc 2.28.02 ❑ No further Review Required z ;~ z �w QQ JU U Cl) J I=" �LL w O J U. ?. � = w z z� U� III LLJ ON OH w O w z U= O z PERMIT COORD Copy PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -445 PROJECT NAME DOAK HOMES, INC. SITE ADDRESS 11623 35 LN S, LOT 6 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: fig. � 1 -1" Buil ng Division Fire Prevention L Planning I Division Public Works G Structural F] Permit Coordinator ❑ 1L)ffl AW 4--co DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: DATE: 01 -05 -06 DUE DATE: 01-1 0-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROW 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: Documents/routing slip.doc 2.28 -02 :. .. ... .�4..•:G 7.7 ?;..., �.n.u.��1L �. �. L'.iie,�r;.:�..a» .:. d.:°.;.:. rt;;.: i; r:...° wa.:i i.., vu:: ;a:GPiti.rc:;:swr%vwuR�a:eaFa.d ..iuu.�.,... :tJ:,t,eiSo�.:4:::a::' a.v zuf•..4:r.::ri?�h;,�sa. �:5 +.•:vrnS ±� z �Z '~ w JU UO C/) C0 W J H C0 L W Ua !� �W z w� w U� O� � H ww LL —0 .z W U= O z I `ERMIT COORD COPT( PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 - 445 PROJECT NAME DOAK HOMES SITE ADDRESS 116xx EA ST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DATE: 12 -12 -05 DEPARTMENTS L & b5 Building Division Fire Prevention Public Wor s U S Structural F W4lkaf 7- DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete ❑ Incomplete Comments: Not Applicable ❑ DUE DATE: 12-1 3-05 Permit Center Use Only INCOMPLETE LETTER MAILED: �2�(�(, DS LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping 1' PWZ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentshouling slip.doc 2.28 -02 DUE DATE: 01-10-06 Not Approved (attach comments) ❑ Plan ing Division Permit Coordinator ❑ z �W JU UO � J = H 9U- W� UQ = �W z WO W U� O - OH W X F- O W z U =_ O F ' z PROJECT NAME: ���� � PERM I:r NO:. Site Address: S - -- Original Issue Date: REVISION LOG tpiease print) Revision I Date I Stan I Date ( Staff No.. Received i Initials Issued Initials Summary of Revision: Received By: " (please print) Revision Date Staff Date Staff No. ' I. Received Initials I Issued I Initials Revision Date Staff Date Staff No. I Received I Initials I Issued I Initials Summary of Revision: Received By: (please print) Revision No. Date I Received Staff I Initials Date I St a I Issued j Ini tials I I I Summary of Revision: Received By: ipm,13C pill Ili m z �Z �w JU UO C/) o to w J = H co LL WO wQ � = �W z F_ F— O z�_ w w U ON 0 F_ W -O . z . W U= O z I City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 31 t�f ?'.S <. t t ?. � .i'�.,`11..7iO`►.:.7 V " r■ Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date.� ❑ Response to Incomplete Letter # Plan Check/Permit Number: 1)r (Ys Response Response to Correction Letter # Om. � KWILA ❑ Revision # after Permit is Issued - AUG 3 0 1n Revision requested by a City Building Inspector or Plans Examiner t ?fi Wen Project Name: L/'t- S Project Address: Contact Person: e ����_lYvl j C Phone Number: Summary of Revision: . Sheet Number(s): "Cloud" or highlight all areas of revision including date of evision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on n v oe pp ications orms -app ications on me evision submittal Created: 8 -13 -2004 Revised: z Z �W -JU U N 0 J = F— � LL w O LLQ U) = ~ w z HO w ~ w UC3 o� WW LL O 111 z CO O z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster Director J l0 6300 Southcenter Boulevard, Suite #100 � Tukwila, Washington 98188 `�..� Phone: 206-431-3670 igpg Fax: 206- 431 -3665 Web site: http :llivwtiv.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / r S-O� Plan Check/Permit Number: D05 -445 ® 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. 1162 LVI S Project Address: Contact Person Darryl E. Doak Sr. Phone Number: Summary of Revision: OO `1'iJKVVIU J A b - j 2006 PIC 1AIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (1�0�/ (j] Entered in Permits Plus on pplications forms - applications on line evasion submittal Created: 8 -13 -2004 Revised: ..t �.,. _S,. _.,:1_ .:. ii..•t �•.�:. 7tW::d,Snyo-s:;:.:.: ray,::: u�ti.: wrs'. w�aY. s. v: 19�:.: cmA: �.:+: d»,.%, Yi:::.:{ �+ ura .�.rditta�>wtd:J.�+:::a:.�:.iSi .�..t;s:tiak+�tl��.....1 sat�.rk,:.,al ;:�a�a+l t i 2.J�.�L.. Z W QQ� JU UO CO CO U.1 J H CO LL wO U- tn D =a �w z =. F- I— O w �5 U� ON o I-- wW O ..z w U= F . z Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries k General /Specialty Contractor A business registered as a construction contractor with L &I to perform y 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 Cancel 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 #4 Separation Date SC9910 Parent Company Cancelled Previous License DOAKH* *10605 Next License 08/01/2001 Associated License Business Owner Information Name Role Effective Date Expiration Date DOAK, DARRYL E SR 01/01/1980 DOAK, ESTRELLA M 01/01/1980 Company 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 1 $12,000.00 08/01/2001 #3 1 CBIC I SC9910 08/01/2000 08/01/2001 1 1 1$6,000.00 Pagel of 3 https:H fortress .wa.gov /lni/bbip /printer.aspx ?License= DOAKHI *092NZ 02/10/2006 z • i�' z �W QQ� • JU UO C0 W � D J = H C0 LL O W� LL. Q CO) = C! �W Z� F- O z 1— W W U� O C0 � H WW • ~ i LL O z ll! O H- z I 4 0 ? 6 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, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the 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 �(.) c>i�� lVowte_z M/c (Last, First, Middle Initial) Property Tax I.D. Number Subdivision Name Subdiv. #, Lot # S Block # Building Name (if applicable) XG Property Street Address City, State, Zip / r-•c Owner's Mailin g Address V2 - .2 k�z;l 1*1119, 51 LlL (If different from above) 1 4 4:f z r,�zy- 42A 9S Owner's Phone Number Property Contact Phone Number Party to be Billed S/ -r r (if different from owner) Party's Mailing Address 57��C City or Sewer District [J Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes ❑ No Type of building demolished? Sewer disconnect date? For King County use w Account , # ' nth I � Rate Mo Six:Month'Due . N 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 of corrected d to for determination of a revised capacity charge. Signature of Owner /Representative Date "L �j - v Print Name of Owner /Representative t �' 1057 (Rev. 7/02) White - King County Yellow - Local Sewer Agency Pink - Sewer Customer . <!�:PY*. rrrz •.nrri + + +R•.xMr•.e+r iti wn.• . r. ,,, e+ 4ardrr:• n: « « av,. errcsut4matr.; xcsi: d, t+ �. �': V,% 4'+ 3?t?zs:' f? rikrrv5' �' ?!: �. riazrr '4L:'s+�'WSkYi�fitl%�++3riHar z ~ W UO CO 0 W = WU- WO u- to (Y = W z� zIr- W W U� N 0 H W U 0 z w co O z q } f i X Certificate of Sewer Availability OR MV4 C OX oy aVv Tukwila, A 98168 '..Phone: (20) 242.3236 Fax: (206) 242.1527 ❑ 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: 3. Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: Phone:. ' 0 4e 0 Q o �1' 2a6 Property Address or Approximate Location: Tax Lot Number: IL4 10 QC l`'l4r W S U•73: 00 Legal Description (Attach Map and Legal Description If necessary): PO V4 of 10 1) 3 ... j J 13 z ki n e 'H` Part B: (To Be Completed by Sewer Agency) 1. a. Sewer Service will be provided by side sewer connection only to an existing size sewer w 6_ 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: $ 1 00 •` a. District Connection Charges due prior to con ection: GFC: $ SFC: $ c 74 UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required 51 Maybe Required c. Other: I herebyWrtify that the above sewer agency information is true. This certification shall be valid for one year from t e d to of signature. l.� By Title Date Z Z � W c W C �0 00 cf) 0 J = H �2U_ W O UQ Cl) = E .. W Z �_O zI— W 0 ON o�_ W W 3:U u O w z co O F.. Z s 4 M?ANF PF — 16N, Inc. Reserves A I I Lego I R I ght s To Mater I o I On T'h I s Sheet –!Sub To 6 r Imi na I Prosecut Ion 5a - -d+ (I)MISTAN& *WWW TOR WIL A I I Pimens ions Sho I I Pe Checked And Verified Prior To Construct To Reorder Plans • 0 9 RIB FOR �! �WE ' r-00 F COMPLIAti t C AUO ;�, 'I QV/ of - li l t wii; R1 ITI a T M •. seer t�r •s . : / 9 –iOf -off, �/ AUG 3 0 2006 QE�g CENTEr, t co'^� 0 2001 CRANE DESIGN, Inc. tli h$ 4 �' a as 0 LL to R Q tr w ok /o5 r i 7 11046n -p 1 -..aA 0 ELEVATION OENERAL NOTES HOUSE NUv1WER OR APPRE55 TO WE P05TW AND PLAINLY VI51f LE FROM STREET FRONT IN6 STRUCTURE TOR TO CHECK ANP VERFY 5011- AND SLOPE CONDITIONS PRIOR TO CONSTRUCTION GRAD DE516N 511ALL M NOTIFIED OF ANY GHAN6E DUE TO CONDITIONS ON S ITEM i OUNDATION GENERAL NOTES * ALL FOU PATIO'N DOOR J015T TO M U10 SO W#2 wo 041. FOUNDATION VENTILATION w) " 6cpm EV rawmION VFNTs = 9b sj ICJ. o FT - , = "I N Z * 90 / 916 =M24— W NTS RERV PIZOVDE ( 0 ) wxl" vr-NT5 * 15RIPOIN6 NOT TO EXCEED 9V 0.6_ 3p x„ 3 X y * ANCHOR Puff WA61-IF-R5 SHALL CC * AWWR DOLTS SHALL BTEW 3/4 MIN. ASV. .. ' OR 51N61-E MI.)5L.L5 FOR WA511ER5 & NU 5. * ALL INTERIOR P05T5 @ CRAWL SPACE SHALL HAVE P051TIVE TOP & WTOM CONNF-CTION. * ALL FOOTINC-Y5 @ PERIMETER OF FOUMATION SHALL WE5ACKFI1-LED. (UJ4 ,0.) * CRAWL SPACE TO HAVE IS" xU• ` MIN. CRAWL SPACE ACCE55_ * DRAWL SPACE& CONCRETE SLA15 @ 15ASEMENT TO HAVE (a MIL. ft" VISQ[UEN VAPOR PARRIF..R. * PULPER/6a4TRA6TOR TO VERIFY TURN_ & DOOR KNOCKOUTS PRIOR TO 6ON6TP4GTION. * ANY FOUNPATIO'N OPENING TO 15E MIN. S" AWAY FROM ANY HOLDOWN. * MIN_ CL.EARAWE FROM SOIL TO W15T TO WE O ", Ws FROM DEMA. FLOOR PLAN 0ENERAL NOTES UVW AR-A WN RAM L4�6 ` FT _ TOTAL: 2-An M mom Fr. t"FaW. N/A ' FT_ WNW RAW: N/A ` Fr. 4 ' Ff_ * ALL WAFERS TO WE: 6x8 Prp (2x(o 5W W ALLS) 0-) OR 4xI0 PF#L (U4 6W WALLS) (U.N,o) * ALL MTERIOR & 6ARA6E WARM WALLS TO WE 245 ST PS"V) * 6014 ACTOR 5t� 6tMK AND VERY ALL PKf N5WW PRIOR TO TION. * SEE Std S 5-I PVM5H 64 FOR CONSfRUOTION PM NALm SPE -crICATIONS * 6UfTERS & D.-OW SPEWS TO ME FFOVW AS REQ 15Y CODE * ALL WTS W5r O fETD 3 /W' MR AP 6W DOUPLE OR 5NU E HID SLLS FOR WA5I R5 AND ICWS * EXTERIOR DOORS TO HAVE MAX. 7 3/4 STEP wlrn Mil. V PEEP * � FW STOPS @ ALL DRAFT OPEN * ALL SHOWER PR TO OPEN Off , F NX 6UPM, TO W- SAFETY U - ASS * PRMM Ax POST OR it GONG a" To PROrw HOr WATER HEATER & rLFNACE rROM VE11VA..ES_ * W MIN_ LAP SPLICE @ DPL TOP PLATE * OAOKE DETECTOR TO PEE 946fALLFD IN ALL aEffIrb ROWS & AT A POW 6ENrR4JLY L06ATEP N A HILL OR AREA AGLESS TO A R J ALONG W[Ri DETECTORS Y LOCATED ON ALL FLOORS, HOOF WAD & TED W/ DATERY PACK- -W * @ LTRv.A - OUTi...ET & winNO LAWK PER OMTR * FA WrAI " W VATW TREATED l 06P BALL PE HO`r -PifW 6&VANM- mom IMIAW au wraE KAXE Fm wmt u "RR num -smat rwr wr- Pam rat AR W-1510 aU (i5 bedrooms) KWafN FAQ! ( I IMTtFZ M FAN ( 3) LAWr FAN ( I } 1NiG1F tg19E FR1 E�7 Tc�� i7 DF PLAN OENERAL NOTES rwUss NOTE6 w► i • �► / / f . I mi / - -- ATTIC VENTILATION IA74 5q. Ff. *144/300 SGT. IN. 70 b Sq. IN. x I .i=AAQ-- IN. REQ. 420 � +% PROVN7E IN. H16Fi sq. Fr. *144/3o0= sQ. IN. sQ_ IN. x I2 = -SQ- IN. REQ_ PR01/IDE 5Q. IN. +/- LOW PROVIDE 5Q. IN. +/- f116F1 OEN ROOF NOTE5_ MATERIAL: COMP- PITCH• 5 :� U.N.O. FASCIA: 5 / / "�CS�� R.S. 1_ ALL FLOOR JOIST TO M 9 11V TJ1 1 10 5ER1E5 @ 16" O.C_ UNLE55 NOTED OTHER115E I. SOI....IP ft-OMIN6 NOT TO EXGGEED id 0' O.G_ 3_ ALL PLATE TO HAVE W6. MTL_ HAWER5. D' Al I Dimensions 5ha 1 115e Checked And Ver e f led Pr !or To Construct ion_ SECTION THRU OENERAL NO REFER TO F RAMINO RA45 ANP SHEETS 51 THRU 54 FOR TYPICAL CONSTRUCTION AND PETAILS WEATHM PROTECTION UNDER ROOF MATERIAL & EXTERIOR 51DIN6. TYPICAL IW- ;"TION: (UNLESS OTHERWISE NO ED) CF R- 2XW" VAU.,.T: R W WARM WALLS: R -2-1 1= LDVf�S• IZ 34 r,Io ' te e a ,J * a1 1 b3 am t Uw " S " C o t Pdf A U ,. v®r 1 r lu �e" W�o I Aw �. 0 , / mia / / / ^ ►- 1 1 v ! � / ! /• z ;rim WALL LEOEw W WALLS 2M W LS how" lIr iAlo r no" r am a1/ �MPOrM d ae� � Minot �rMlr of av a0oolli R w�1�01► � aid ae�� M a�illwiN� h � i��ONT ���.VAT ON To Reorder Plans • i 3 �:� ;� i I L�1 f RECEPIEO CITY OF TUWvjjLA UEC 12 c. PERW1iT CENi"EFs *soft � 2001 CRANE DESIGN, Inc. N L i N t s _ M O 6COCE P ep d 3 � V L O c C 0 % $�o�► ,X �C� ,$ It A bp z��� d C 0 �aUap s O saos�ou9 qp 4 .S 0 3ar r - p rE�M � ' � 'EC3 � OV- a�0 13a'NS�i f+ p : .c C Ud C � CL V i > °. aaia o 9 18 dt Aa S C O -6 d U 'd .. p 'aU.CgdL� aft C* » acju u 35 CL LL t'7 0 R Z �L Q 4 a 1-u Vft � � Q w Z W Y o� /a5 111J G -I 1104M s i • GRAD DESIGN, Inc. Reserves AI I Legal Rights To Mater ial On This Sheet — Subject To Criminal Prosecution LEFT ELEVATION VOW fm 4 0 A I N 'PA 1:99,41 �J 'PAP /8 = " —O'" REAR ELEVATION I le'? " 1 " — O "" RIOHT ELEVATION I 1'5 0 WICA VEW-ER 11- .1 KON i LEVAT I ON 114 J1 ------ I COMP ROOf INO I x4" R.6LORNER G " HORIZ 51DIN6 it aaO "WA, FASCIA OR C ODE COM RECEIVED CITY OF TUKWILA DEC 12 2005 PERW CENTER TOR NOM Al I Pimens ions Sho I I be Checked And Ver i f led Prior To Construct ion. I rder Plans 66PYRuv a 2001 CRANE DESIGN. Inc. 0 O fC aE > a d C NObd 3 > Am j N "0 Aa r> o 4? U N� O f «� 5 p « V A z ;f OLV � OS N �ta � E So s�zQ#' N N OSp L 0661 a S E'' a MM t� >10 o of o CAE V ' d :p C2 a dCuo �� >. 'd % d ?H O .05rea OL�L� Of' g o , dC H M O 14 4 0 a 1 3k2f, 68 0 LL s ■ � � Z w Uj CA o w � � Q s C� a s 0/05 z si 1104M t i i 6RANE PF -60N, Inc. Reserves A I I Lega I Rights To Mater i a I On This Sheet —Subject To Cr imi na I Prosecution J 5d -d' 6-a All 42'd' �"X'16 66FEE FPN VENTG ('2-�THP 22 )3d' GRAWL 66N6. L*VW (Typ) 51?A6E AGGE55 V WIN DWI 2 V F JAL I 1 I I I PROVIDE KNOGKOIl1 - I I FOR 0 z �-- � z lip Up 30" MIN PPM cv a' i CRAWL SPAGE 4 ..a I PROVIPE I M 5 �- If I (a IL. VI N I . . ..: I KNOGKOUi I VAPOR f5ARRII=R 4! XW FoR I DOOR 3 I �.,��.• PO 1hl P05T 2 A d d S" / I FASE ON I 10" ..� .' • •:. : ..- � • . • - : ' ' -: .. -. 1 6" o )V L-4N6 PIS I ,' .i r ... .•t f �� _ � I / �// ! 71/ d 1 L.�_ 1 .. I N ATYP) I o [ I .:: / • / l 4 P r W POST A6 I '3 I d ox8 64P16. PIE R cc` c2 � cc� 4�ca _ V • _�_ I . I l(T�) l . X > I -J •=. I � I I (2-)STHP14 G. Ad I I ZJ I •: I o I � - �. I _s 3 I�� F I r .. I • .� A .,}.�t•�'r :tl: ':. .tea' 1 ��:�s..t'S i• �. ..� �• ...�� �' ice. �. .• }� �•: . •' . . y 3 =`�� OMT Acv. Pr 2 4 1' �� W_M / GANr. V. I A � (2)5T11 141 J J5T5 .G. ( • � •�: ". A• ... . + �'. - : • - � l - ^•' ..: '- • -• � -• +:.� �� i � ..• . • •R. • • • �' �O J (Typ) _J YYIII TYP _l IIGLl1Y J TY l_ 170l DASE EA. SIDE PI A�3 ( 1) !5 TWJ 0 PROVi9f_ FOR PRICK (eElf 4 4 4 4 ELEVATIONS) o , Zd d 36" a _ 561-a I arm �OUNDAT ON TOR NOM Al I Dimens ions Sha I I i5e Checked And Ver i f i ed Pr i or To Const r uct ion. To Reorder Plans f 11 4!-a I z IX1� c� 1 cn lcA ' W� 1 -=-0 � a PT Z /, If J5T5 I�' ! ! n o .�� 1 r � O ff 2 ! ) W" ff-POB WAK SP 5IW50N 5 G (9-) ROW6 2x6 STws ifd�8 "OG. Wd ® -" Of,,. OL_ MNC � I roan ffum %m — Maim � •, LP 0 uwm Wisr _ 't rYrn_ TWO sroRY Fa"nriory ED R CODECOM 11B -- 7 210106 • ���1L�111u� -� � �� �l . i Js �i t RM 5 /'r Tde6 PLY. aw aR 05a! R —W HS Ir N6 we TO E� pE NO'f LEA' Y?fJW 7 T DUII�T�S ff?ZM C4014M & NOT kfCW MAN FROM TM ENDS OF EAC" PVNRW rWAT10N 5lL f'LJIM1. 2w P.T. MAD m - VJ 5TH W NEW FOR EA ML WaM V aR PARRM RECEIVED CITY OF TUKV41LA o' It DEC 12 2065 � a '�' $. 2 - 04 GONE. f R PER&UT CEUTER 6&w" T 0 2001 CRANE DESIGN, Inc. • oAao> � y� d LM "_� d� NN4T ;4 NMj. 5 c 3 _0 o. � L L p b Q � 11m .' 0 M �0'P M 0 �g s w LL Lm to d r oV 0r� d qS� 00� Zdr3:� �•�i`o.c�o L �� b E ME ♦'-�.; C3 -d04! i� . _p a��o�3 � ouL C�E� `�C�C �ddjia� [ LgapNNa U ` dU a 3 ML��`� N d p # -VI LLL d �Cr r -0OAU 0 L� 2o dsdaerNr - -sari > •I+ ar 0 C>' U C U 4 0 U_ C _ o er C� Z �0 o ul Z e �d OF 7 PLAN NUMBER: 1104M s i C R A W P F - 5 1 6 N , Inc. Reserves Al I Legal Rights To M a t e r i a l On This Sheet — Subject To 6r imi na I Frosecut ion 2a _ a , MAIN I LOOK TOR NOTE= A I I Dimensions Sho I I Pe Checked And Verified Prior To Construct ion. 4 To Reorder Plans I 4 1/ 0 WDE 10 100am f0R RECEIVED CITY OF T'JIOU'll -A DFC 12 2005 RERW CEN i ER wPY off ® 2001 CRANE DESIGN, Inc. 0 � 6 " > Q , ,. > V ii _ . O�d ON tj BILL 3 g 12 o NZ� ; SOS -Y ,Q d0 4 >6 s L N � a� p go U o s '� Liter o Nu 8 d i0 ' 2 �d N 6'0 V k 1 0 L N ..p N L 5 : gg �i� -�C L l� aIka f; q'K NUoup Ix 15a M .i hS > 0. CIrm- z � 0 3d - b d - h orCi z r� d .�z•Q� �uso6Lair vv04 :;C0L Xb4.r4-4. LLiOXL0 1 NO.G000'ameNOU 0 LL to Cb � o w LIU 1► � o W � 3 a 4 2 ok /o5 OF 7 R-M 1104M IF • i s GRANS Pr -69N, Inc_ Reserves Al I Legal Rights To Material On This Sheet — Subject To Criminal Prosecution 9 0!" TJI 110 SERIES @10' O.G. U.N.O. I V- mw opm- I LOOK � NCB TOR NM: All Dimensions Shall Pe Checked And Verified Prior To Construction_ To Reorder Plans I 4 if • DIE W t o i n " ocr% a X19 a. . - k) Is ,t RECEIVED CITY or TUr' -::ILA DEC 12 2005 PER,%AfT CEO TIER 6OPYRIr ® 2001 CRANE DESIGN, Inc. 0 �' s L CL C >. a NC 3 ; :a�i • kill oE � 3 pt��d �4- N ar' OC3 > 4 1 ' 0 o �W 0 4 0 . 1 z = > CL .f � s Q' .�s X u O* or, z �C L 4-003 r 'p'C � d'p ;U1 9 do 4 9 N L 0 40 e��i� u u— aM N r % Yf L > � V � d o 6!0NO -p a �.�a', —MOB 4rtN 00 d dA r d DL .Q aVt0dL0Nr -- Sr4.&4.4L 00 1- MOSOOa %ntN u O LL d N m • � - Z oil% IUL W W Vft � � Q V � 3 V- w DATE: REV.: Ok /O5 0 Of 7 PIM NUMBER: 110407- s i s 4 • CRANIF DP 51C•,N. 1Rpaervns All LeclA I RIgl *t a l ch Flci t pr len l C.'.'r1 1111 S1 vc-j4t -- ci ubJlact l o CrlrnlriA l r- r•oaecU 0 @ WH I RAC: TOR NOW: All l D immix cons Shall tae Checked And ver f F led r-r icr To Cotrstruc t fon. I —J UPPER tLOCOn PLAN 1/4 to Reorder Plain k81l 641 -3675 9 w TSE LEGEND c=DKFLook TJL PeR 6cNEptM..k SW_ • BNEARWAI.L PER BCWEbtlL.M AB ■ ANCIaOR DOLT PER SCNEDULr= 0 ---- n ■ StlsAlC'fU12AL DETAILS PER t8E 81.1EE7(8) Q� J 0 �I WA ED t 6011 7 t - � 1d1llc r R� E �G�. lED CITY O Tt;ICOL14 DEC 12 _ . z005 PERMIT CENTER COPY RIG"t 0 2002 CRAMS DESIGN, 1110. GENERAL NOTE ALL 14E AD ERS TO 511 6x8 Or-P2 (2x6 STUD WALL$) (URO.) 4xl0 DF (2x4 STUD WALLS) (UXOJ f L exTeRIoR 4 aARAc,E WARN LS T . IS E 2x6 !STUDS. (UROJ i CONTRACTOR SHALL CN Ecx AND YIwRIFY ALL bIMENSIONS I:'RIOR •TO - CoNsTRUCTIOR M: 614ECTS 6 - 1 TNaot - N . s -4 FOR C-- ONSTRUCTION AND NA I LING 60ECIpICATI014S. OTTEP -6 J vow 6POUT To J3E PROYIDID AS Rc-cx BY CODE. ALL �oLV'& +Mbt Extr= lb s,, FIR ABOVE r c.IBLa OR SINdU s r t�1l,ID SILL• . ;` A UJASI-lERS AND TUTS. t Pxl ER l ost yo oft'' ' TO #Ave a; i JAX. STOP JATN I1IN MO i DEEN L v - 11�IC f*ETi SEC. M wr+ n w. ^ 4 COt cEALEq D R.Aft OPEM IN�s ' PER SEC. ALL SNaUER ENCLOSURE bR TO OPERA OUT; I ;RIOT SLIDING, to BE SAF-TY c,LAsS. PROADE 6x POST OR 6, CONC. CURB TO PROTECT NOT !MATER NEATER 1 IumUcE PROM vEI.11 d8' Mlr�t, LAP SPLI * DBL. TOP PL 5E CTIou 2320. ~ fi ~f• t. n+ �•: L o J. v a d5 1A a _ j n O N � ,l. � t of ;b MNA O •_ •� � �. " � > ; � a�iva w u� yrM ?6ahUCr-L X 112 NIR..g 0 U ;; c o � qud '` ra°vd r y - ° to, P rr 3 L r rC W •a, it F- qO OOf1�Q. L ocAfiia4 ' itilN .2 Wr.. KITCNEA PM ! I 6A.T14FZ SOH RAM (3) 50a:H LAuN FAN ! I --roCi--„I 04 LE I W,9kF- f"Adt4 Q 50CFM ( 6edroonts C I_ f r-r- w 0 80crM ( 3 baclroomsil 1 00c1H (4 beclroomd 1 ! • t2OCA l (5 bedrooms) • 1:20CM WHOLE DOUSE FA14 WITH 24 TOUR TIMER SWITC14 -140T WIC AND WDERCUT DOOR FOR AIR' • • 1 PASSAGE TYPICAL. c� CV A E I LECTIRC A L . y M L IGHTI NG B Y OM ER * A ' 5MOKE DIETECTO % 10KE DETEG -TORS TO BE INSTALLED IN ALL SLEEM;%* RO01"lS A AT A PoNT . - CENTRALLY LOCATED IN A WALI OR AREr PROVIDING ACCESS TO A SLEE PING Rool -I ALOW3 WITI-; Oft Ec; MRS CENTRALLY • L.00ATED ON ALL FLOORS, I40T WIRED t I INTER'(-X C-TED W1 BATTERY BACK-UP M cu di m C) F" � CA -� 47 c i n.. C) E cd #=J UP W ATE: R MOVAMG MEET 5 01' 7 110402 u i 'A P FPPPP- o A& Ll r r. -�419 r CRANE PES16N, Inc. Reserves All Legal Rights To Ma teria l On This Sheet - Subject To Crimina Prosecution N i J ?/4 13 1 - 1 co r-:/� 11 1 .. f to , i s. A A i� ; v i fir• �-`��� BEb##3 LIVIWO IF 11 J u � j�-'� lAhI BED#2 Z 4 rAMILY e fuj JI �� �• -- - _ -::.: �, O . �,•) # la ? `•r . 0 1 G� r • 6F � •� � : .� � •: tom• ff� -- - - -- -- � - - -1 -• ���i�I" , —, W! t��la rt�rG- NAr -I�tZs t i - @CONTRACTOR NOTE: All Diammlons Shall Be CJwzked And verified Prior 'to Construction. i To Reorder Plans VDIV642 -3615 .. f foR fl r 7 �LL� Wil la .� }t ITt F - ^ .. ;, (C. a m mi i Cp M i U >:,c!2 00 $ C G 4 V- Owe n T om♦ O �V LU -3v, _ DAIE - RECEIVED C = 'y -- ?' .JILA a t t ' 12 2005 PERMIT CENTER COPYR16.10 M 2002 CRANE DESIGN: inc: 7 OF 7 �wwiw■� uw WWBEft 110402 If Al SECTION To 1I4" W 112 ; y i 00, r. to c;r, r... T -rA t-ICQ • r NOTr=t _ 4. mI`r=R T4 t•RAMING PLANS MD SMPP- tg SI T14RJ 64 it V c POP TYPICAL. CONSTRUCTION MID b�T,411...8. U L o j � � � • � " dC9 L1�0 pM Wr=AtNP-R PROTECTION tmrm 12001' MATERIAL 4 u � �xTP-RIOR SIDING AS A 1��f2 S Ec. I t�2 U.� G. � � C � � p d �' s = �. 0 � T INSUL4rt ION. (UNLESS OY:- ERWISE Nomw Poy a ; o�- °�. V AN WAw WA t2 � �, V CY � �O /y�� w a ° °°oL 01 S ° L V �J dfl d3LU U N t d fA t+ Y!.-, L. d v • d d� d Q C • N h L if a+ •ott d q c r0C� C,Y V D irL �1YN1UU U* Uw CN bY• 4V. L L 0C?-8 F- N Olt 0 fti a[ NU U W 112 ; y i 00, r. to c;r, r... T -rA t-ICQ • r r f CRANE DE516N, Inc. Reserves All Legal Rights To Material On This Sheet -- 5ub ject To Criminal Prosecution MIN. 71W APA RATED 51 --• 16d ® " OL. lod @ 6" OL. MAX Sd Q 6" OL. EACH (3 RDIf 4 6) A" FEW. PRN. T" SET IN GRAVEL �z 4 •h USE #A PIA (VERY) 3 b 3 REAR ® IS" OL- • " " I2" TYP. ONE STORY RIM JOIST 2x6 STLPS 3 /q" T86 PLY. WT. OR ®16" oG. R -V 15ATT W. 16d @ W O.G. - M-OOR JOIST PER PLAN (r PLAN Is erwmm, 10d ® h" oG. WO TO II//2" PIA x Id' A$ W/ I /4" X 3" X 1 5 $� d �® � " 0,6. MAX. WAaIER @ ji-e MAX. 0" T RDA ) 1AILL aE TW W1 7M WM f36M YEN. - P OVVE�� EI�Dy OF E/4GI1 DUAL_ Sr LR b IWER _ F ATION PLAT, MR JOIST 642ME --� I- ArFT. MID SIl I #4 FOR 51tMWALL EA ML V VAPOR PARR(�1E_R") j" CLEAR WAM TO EAR IS" CLEAR POITOM OF JOIST MN To EARTH �--- 2 - #A CONr. REAR OMDATION 2 Z 1� iA -RIM JOIST 3/4" T&EP FLY. ` ff OR 05.15. RWHS. -FLOOR JQI5T PER PLAN ( RM WO TO 5 ) 5 1N� �F�W /& 1 �" r 3 ., M Nor LESS THAW 7 T PK&FERS A-3 /S FROM CORNER & NOT MORE THAN TM ENDS OF EACH Il` AVDUAE_ - 7 F BAS11. T PLATE, MIN. F.T. ML1.. z -$ GOM". REAR FOR EA. STEM WALL 2 0 STU?S ®16" OL. EN&HEERM WO TO OPEFZEPE.) 2x4" P.T. MU?StL w/ I /2" PIA. x Io" AP W/ 1/4" x 3" X 3" WAS! f R @0-0' O.C. & DM 3- AL E L � NOf LF-66 THAN 7 I V PlAI& t�Z 5 PROM ( I/2`� C�ORWA & NO MORE THAW Iz FWbM THE OF EJIG11 NPN14 AI_ FOl"ATION 6U PLATE, & MN. " OF�WAZL. .FOR fJel r A" GONG. SLAP OVER A" GRAVEL. 1 "-L w/ 6x6 W1 x W2) WW M. IN a-*. G _ _ z #A VMT. REM 0 IB" o.c. MR VAPOR f�WIER 3" MIN. � � � i � e „ � � -2 - 94 GONE. RE61�R TYP. TWO STORY FOUNDATION 3` 16' I 3" (2)- #4 GONI : FZW F+ IZ11 POOR hi?aK WITH NOr 1-E55 MM (2) 5/6 x W AD PLATES @ WEJ R WALL. OVER r wDE TYP. OARA E)E fOUNPAT I ON � HANDRAILS I. "*PRALS D NOT PRO.EGT MORE THAN 3 I /2" INTO , TI - E RF.�EJIRED STAIR WID111& HAVE A SPADE OF NOf LE66 THAN 11/2 PETWEFN RE WALL & H { j THE . 1` ' � . R � 2. TIC HA MPORIP PORTION OF HAN RAL6 SHOUT NOT M LE55 THAN I I /W" OR MORE THAN V IN CF056 SECTIONAL P14 510N. 3. HANPRAL5 6110" HAVE THIER EMS RETUR" OR 51 TERMINATE IN NBVEL POSTS OR SAETY TERMINALS. FIRE PLOCKINO I. MWVDE FIRE M-OGMM IN SPACES PEnW:M STAIR STRINGAERS AT TW TOP & WrOM OF TW FM & M SfW5 ALONG & IN LINF- WIm TM RUN OF T u 6I"AIR5 r nu WALL umm Tm STAIRS IS UwiNISHED_ FLOOR LW- Id' KIac PLATE r— R.aioR dorSr 2xIZ STFJ*MS NOr TO Vrcm 2 r 4 91.1. OR (2)LAYW6 5/8 w T�E x CINJX F 6fRN6ER 5PAGI4G 15 MORE THM W" Of.,- (TAPE & FN15ii) CfPSE OR 61501Z JI- 03-O t STAR MAW FLOOR UE r w�/EcM R TO W- Usm N AM66 W"W- GLEAfR CE NOT ANAL FOR VATT) 11r em OW) LW T&O W 2y�/`32' f - G f 6 1_ LEAS S.Y.. Pmt PLAN rm. wAu. 6ECrIav ATT16, VE F"T M 1/150 OR I/W GF WAGE - 'Xf PLANS F OR FZ M caw. s1-I__ & ELEVATION W/ MFL 7/10' APA RAT® aEATI1N9 UW W/ S' - e PMQ. LEN6TIi RACED PERP. ro DREGTION aF AW ALTERNATE PANS. DV JONES by MP PA *L MO WLED td & b "o4 WI �� jj,� , �� & ALL S z �, T EP S PA. tw W/15 FAT AVME - TYPICAL U10. rot" H y w .fi i s p Am , To � SFA " tl MKAW TES 2x OW VLMJ(• S W/ 6MM TOE NAL W/ (Z) lid EA EW TO TW95 OR RAF IM TYP. & PROVE GaNf_ IWW OF FZff Q"Tt1N6 MR" ®i'OL. � �� FA6GIA w/ caNr. M- TOP RATE PLAN - PER PLAN 1MMlO1+V - PER am Vff W ARM W ALL S - 2x6 SAPS ® 10'04. MR 711W AA RArTW 6 "T (6M �w FM mtjw & %)M) WT&L Rx"'D PAPER oR rmT tEn%m 6FW & WALL:. 5I EATIME TYPICAL_ ALL EXIT? -= WALLS 2x COrfGM PLATE 2x RM JOW P.T. 2x 5 L PLATE 6IM 1/61 FOR TYPICAL F~ATION NOTES NOW55 t /LL Dcrp M WALLS TO M C4NSntlY.,TVP N AC40FVAN E w/ IM MN. PR ASIONs FM 20103 4G tW ON TM "45 & AS SPED® 2. KMW WALLS TO CE U4 0NSFKr..Y10H TVY../L EWWr ® PLth4*4& & EAR" SIPARATION STAIR SECTION TOR NOTF: Al I P imens ions 5ha I I Pe Checked And Ver i f led Pr i or To Construct ion. To Reorder Plans z � a r -/ i � f f / ► / l ' - ; l � ►ar 0 r rYP. DnseMeNr a nF5 STEM WALL. OMEM 1 2 2x6 P:. W W I 5/$ PIA" X! X3 14A'�Ol.. wnPHR) i5t� t � � (4- -3/5") WO GORI�R *V NOr M TM r rpm I N TYP- EASEMENT 5LA6 ��n� WO TO siE) 2x6 P:. W W I 5/$ PIA" X! X3 14A'�Ol.. wnPHR) i5t� VE Nor LESS TW 7 lXL.T PiAMEI"RS � (4- -3/5") WO GORI�R *V NOr M TM r rpm TM - EWS OF rACH HPNVW ION %L PLATE MN. 7 „T �-- (0 #A COW FOR EACH W aF WALL —TtERMAL WZK A" COW- SLAG OVER A" GRAVEL r L w/ 6x6 -- WZ.I x WZ.I W WM IN 51-f #4 VERT. ALT_ HOlOK6 - 2 - #A COI~ 4 0 0 0 FEB - 7 2006 y Of Tukwila Q1 +^ f N" RCTn z P 66ff NE nar � T— J TYP. POST & f 5EM DETAIL A l ? RECE - IVED TV .0i " 1-WA A DE , 122 0 P 5 PERMIT GE N - 1 t;1 �UP�rwGhT ®2001 CRANE OESfGN, fnc. o � C� c O sA 5 s M �s apf� CL0 ° fi° t � o; �! .0 c � -5 . oa.00 8 22 L �_ cap � C n* d E � d if C Q� pp L � � a V4� 3 bf' [ 3 pt� 0 4 & L o N M p 5 a d u e: au N ff�� c > QO4- > rN .t U .s�"° $a�2a #� dtpgb� �NQL d uao ao dry 131 c��a oaai�r 215 H�.COO9aLN u 0 EL tp rr ' � � V DO O ~ 0 r � .-, f V O o s' Q3 � � V ti_ o o C o W oc GATE: RE1/.: 2003 I.B.C. Kw Nut S1 1 u ' f '� 1 - /• s it i s AW COMPIS�ANCE � r /• s it i s AW COMPIS�ANCE r e 4 f � 4' x S° x x" pftlGC 09 6dl WRE TES IN " .IONfS do A64R4% GORE 0 MAX 6'AGW6 OF (PEtt r OF DhA11510N N r" DREGTIGTI & 120G. VFRTIUL TYP. PR164<- COLUMN AT ENTRY 2X6" 5TUPS N TO ? " OL_ TO Or STLV NOr TO ErCM I6 OG. wALL TES SHAti aE cORROSION w5t5TANf, Ap F — WM M Stir WA, SHA_L HAVE A UK OF 49MV K (W. 22 6ALVMM SMET 6f46E) pY 7 " OR, E M WRE, OVIL HAVE A MR PM 6r 491* N• (W- 9 PW W-5* WA -L TE5 ALL M SPACED W AS TO SPORT NOr MORE TtM 2 Sq _ r : Cr WALL AREA #Ur %ALL NOr GE MORE T"M 2#' ON CENfiR t1WAL WALL TES StKL HAVE A LIP OR H%K ON ThE F](nMW LE& THAT WLL ENWE OR ENA.05E A HORWNTAL JOW WW HAVM A PW OF 6 N- �J_0_ P N - 6A0 OR BfgLW UE J ONT TES . 15# MT�OR a eVLL �� ovER THE StfAmm AR SPACE OF AT LEAST r 5f vm m MA Nfp DETm Ttf fliAGKN6 *V TtE m3fm 16'e " MWM AT ALL TtE5 aV& WE M CO&W MORTA Z- GRAM - SPAS OR •. o OR or - Sim s- • I PLANS 3" MR 0 SFI,TIf,N TO ►' i FiZ ira' 3" MR REC= #vao CITY CF ?- K`';'ILA DEC 12 PER1ttf CcIV f tiR G�PYRI6HT ® 2001 CRANE DESIGN, Inc. 0 U- � 4 �o m � w 41 � i LU o $ lu Z a c O ; 2003 I.B.C. PLAN NUMBEFx S2 FA r GRAPE W-6", Inc. Reserves Al I Lego I Rights To Mater i a I On This Sheet -- Subject To Cr imi no I Prosecut ion MIN. 7/I6" APA RATED 6HEATHINC UUO VtFOR PARRPARR' IER OVER- OR SM. 2xb STIR WALL - 6aZ PLATE NAL.EP W/ Ibd @ S" 04. - STAOC-tFIT PROVM PLOCKM RIM JOIST RN & MOOR JOISTS AS PER PLAN / � 6P , LI � CE E 5 W JM ON COI #AON MEMO R Sd 0 A" OG- ® SOLE PLATE, RIM JOIST & TOP PLATE PrL TOP PLATES U0 5TW WALL PATT H6"TiON (TYP) (IF PLM 15 EN61NfEFW, ENMNEERN6 O 6HALL %mamm E I x 10 A15. 4 . @ w L. I h "W * 0F WASHER OIALL %SFROM� NO'T 7 �M TH OF EA0 VW raWATION SLL PLATE 2x6 F.T. DF. MLPSAL z Sd ® 8" Of.,. 6RADE #I FZPAR CONT. HORV- @ VOG. #4 VERT. ® W04. ' 1.05 MJZM WALL OR Z X 4" STt?S W/ 2 AIR � STLtis & GONG_ � .. MLL r 4w GoV,,. SLAP W/ 60 - W?Q x W2-1 • • ' W -WM ON 4" GRAVEL FLL THNNIAL bRM R-10 R16P "EiLATION A - 2 - #4 PIA, 6a4r- it up - 3I" IN 1 NOTE: SOIL N0FM aN DCreZIOR OVLL. - NOT D� A fEK�tir 6REATER THAN (MAY VARY Qm PLANS 3" *V TOP OF 5LA15 AT 140R R rLOOR ELEV. WALL PETALS PROVE fMNI?ATION / RETAINING WALL (0 TO o'--d' "m W/ PONY WALL) • , 1 SEE PLAN FOR (2) 2 5T62':* TE STRAP5— Cftom ON imrS NIL FULY 2x6 srups a it O - r 0 bw- W 7 /Idf APA RATW - ---- - QIMI 140 NAND Sd 049V pets) & S" OG. r" Al EWES MM9W UNO- 20 6aE PLATE N%W —� lid 0 C OL. STMtff " RIM OR r6l"ATION DETAIL "'A" ceff L Um" Sue w TO P05T W/ Ibd ®, ox. W= r//;. r- TOP PLATM PLJW TOP aF STEM WALL ffYOw PER 4' GONG %AD A" awAaED FLL. i /2" N pa. TIw T111C EIsm iN I � � � D � M 0 '� 3" Ew -- -- - --- — 3,r- - - - - -- - - -- m d - a , OPT 04 0 W' 0G- 1.v L o' x 1 > I /2" x 61W AV OPENN& TO SEAR ON WALL, FOR 0 OR LESS SPANS C-Im USE: L f'x 9 1/2" x 1/41 =-•- -- ; TYP. HEADER GPENINC @ ENTRY &RAPE BEAM AT EvARA6E hot ; 518" PIA x Id'- f YiLT ® V OL_ W/ 2x4 P -T_ MwsLL 04 DVS GONr. V* 1P ZA 5/8` Pw x 1df Ulf SFUPS ® I' Of". e 3 STORY, AP 0 OR 494. 2x4 ® 1 & 2 STORY VOLT @ w 49L. x =1 WWM N SLAP W/ 2x4 P.T. MW %L) t w r SAw • • OVER 0 LNNS AREAS - • 2 OR '� POW OR NOTE: Al I P i mens ions Sho 1115e Checked And Ye r i f led Pr !or To Construct ion. To Reorder Plans I —3675 c U P.� i t a A C .E 3 5 P > CL .tea �� f'du E �L 4. -pis N Myy�.�pp a a s d u C - 5 N d'48. C ��$�q��L� CL t W� dd��� OA . o 1 - d s 0OdaCLCVkw J SQL- WMI _�..- TELLaR �E CE l 0 f �ci.�i -_ ref ITI T1Tn�1 vew r tiGLEs o�� r CRANE DESIGN, Inc. Reserves Al I Legal Rights To Mater ial On This Sheet - Subject To Gr Iminal Prosecut ion GENERAL NOTES: I. cRnvrL 'SPACE VENTILATION, hgtdAA1M NET AREA, I scj. fir. FOR EACH 150 5Q. Pr. OF fi.ObR AREA GPENNFf TO pE PLAGED AS UASE TO CORNERS 15 PR/1GTIGAL (MIN. S AWAY FROM ANY FI0.D DOWN) ATD 5FW1- PROVDE GROss VEIJTUITION ON AT LEAST TWO OPI'051T'E sw5. I. CRAWL SPACE, WOPSTRUGTED A66E595, MIN. W'x24 ". 3. ATTIC VENT"TION, 1/1 OF ATTIC AREA OR 1/300 F 1/2 15 IN SOFFIT AND 11 2 IS V ABOVE PLATE LINE. 4. ATTIC ACCE55 MIN. 22"00'' WITH MIN. - de HEAPROOM UN0p5TRUGTED, READLY ACCESSIBLE OPENING. 5- IN ROOMS NOT PROVIDED WITH AN OPERME WINDOW OF 1.5 SQFr. OR GREATER, A MECHANICAL VENTILATION SYSTEM, CAPABLE OF PROV`VW 5 AIR CHANGES PER HaR, SI PEE PROVVW. A. VENT DRYER, i5mm FANS, AND RANFaES TO THE Our sm. 7. GARAGE ANV HIaM OCGU'ANGY SEPARATION MIN. I HR. TAPED AND FINISHED. EPARAGE ANV 15ASE ENT SUPPORTS To aE I HR. (51 TYPE )( OR Eq&) 8. TILE FOR SHOWER SHALL M 6' APOVE FINISH BOOR WITH WATER RESISTANT` 15ACKING. 9. ALL WATER CLOSETS TO HAVE 3d' Meq CLEARANCE SIDE TO SITE, 24' MIN. CLEARANCE @ FRONT`. 10. EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A MINIMS NET CLEAR OPENING OF 53 SG. FT. THE MIN. NET CLEAR OPENING HF-16W DIMENSION SHALL 15E 14" MIN., NET CLEAR OPENING WVTH PKV34510N OF 2d'. DOTTOM OF OPENING SHALL NOT M MORE THAN 44 # AISOVE FLOOR. 11. f=IREPLACE GIVE GOMPL.IANICE PER 2003 IRO AND L06AL NLDIN O DEPT. 12. HEARTH EXTENSIONS - H U RTH SHALL EXTEND AT LAST W' FROM THE FRONT OF, AND AT LEAST S" PEYONV, EACH SIDE OF THE FIRE PLACE OPENING- WHERE THE FIREPLACE OPENNO Is ( Sq fT. OR LARGER, THE HEARTH EXTENSION SHALL EXTENV AT LEAST 20'' IN FRONT" OF, AND AT LEAST 12" BEYOND, EACH SSE OF THE F OPI=NING. GONG. OR MASONRY M1JST Nor M StWORTFD ON WOOD FRAMM. 13. APPLICATION AND INSTALLATION OF NSLLATION AND VAPOR 15ARRERS SHALL COMPL -Y WITH THE 2003 STATE OF WA5HWTON ENERGY GORE. K 6WIN& IN GOMPI JANIGE WITH 2003 IRC & LO CAL "& WEPT. 15. 6LAZIW -7 IN LOCATION %15"T TO H LMAN IMPACT SuGH AS 6LASS ON DOORS, CLAZN6 WITHIN 24" ON EITHER SIDE OF A DOOR OPE.NINI6, 6LAZW CLOSER THAN IS" TO A FLOOR, SHOWER DOORS, AND TUD ENGL.OSUZES SHALL L M EITHER TU PERE P 60SS, LAMINATED SAFETY E)LASS SHATTER RE515TANT FLASTIG, OR WIRE REWORr" 0455 FOR SKYLI6HT- 16- SLDING 6LA55 DOORS TO 15E SAFETY 6L..AZING. LAMNAT1F-D, OR TEMPERED GLASS. IT SHOWER EN SI M APPPOVW WIRE REINFORCED, TMIPERW OR LAMINATED SAFETY GLASS OR SHATTER RE5I6TANT PLASTID. 18. 6LAZNG WITHN IS"' OF FLOOR OR LESS TO WE SAFETY CLASS. 21. THIS OFFICE A661, WS NO RESPONSIMETY AS TO THE PHYSICAL 01ARAGTERI5TICS OF THE SOL, NOR DOES THIS OFFICE VERIFY THE ACGUZACY OF THE E W54NEERNG DATA S)'PLED 15Y OIYEJZS_ WHERE SOL APPEARS TO 15E OF POOR QUALITY, A SOL END. REPORT 610U_D aE 5U'PL - IEP PAY CLIENT_ GRANS DESIGN HAS TAKEN EVERY IYFORT TO ENStM THE ACCURACY OF THE AT MA ED DRA'wING HowEvER I Is THE RESPow- ApLITY OF THE r TOR TO GHEcK Aw VERIFY ALL PIM134 IONS AND 60HATIONS PRIOR TO C,6 TRWTION. i2. THE n, PLANS AM THE PROPERTY OF uzaW vex. IW. ANY RORwncr, OF THESE RJYJS WILL VIOLATE (•OPYRI6fiT LAWS. THE f1A.DER GP lYESE DRAWN65 MI)ST PAY A FfE FOR TtE USE OF THE MATERIAL THEREIN OR CE 5W"7 TO LEGAL ACTION DY CRANE DE516T) qJG. ENERGY NOTES= DMOr NOTES PER wo3 wnsnIN&rani srnre EMzeY ccW-: PROVDE A MPlhW ADDED 6J5tLATION LEVEL OF: R-10 GE11.1466 K -21 @ALL WALLS E77P05ED TO U1 fATM SPAGES R -W @ FLOORS OVER (NtEATED SPACES R -IO @ %A6 PERtiETER. 11 FIGRIZONfNLY Zf" UDDER SI.J►6, 1M GONGRETE FLOORS ARE mm14 n OF ORAVE. HL OPQNW-.75 MD JONtfS IN EXTERIOR WNL5 SHALL DE SEALER, CALKED OR WEARER STRPPEF> TO uMnr AIR LEwcA611 �r ; e' ?� .' ! ► / �. .. ! /. r � � r �� / / r / r r - I F • �. PM :4 it / P A TOR NOTE. Al I D imens ions Sha 11 Checked And Ve r i f led Pr !or To Go t r uc t i on- STRUCTURAL NOTES: A R06F LIVE Lonv as Pf5F (rorn- Lonv 37 P5F)(,r/rILE 45 p5F) P. FL.oaz LIVE wnv no P`Sr (rorH... Lonv 50 PSr) G. 5EI5MIG 17E51FM GATE6dRY DZ UND. 15Y QJ6. D. WW lAM 22 P5F E. 501E GEARING GAI'AGIN 2000 P5F A55IW. 50L REPORT RPLjb ON ANY QlE5TI04ApLE 50L.. Q?00 DEFNA.T FOR GIN OF KENT) 2. FO"ATIONS A AS W" MAX 5OL WARN O CAPACITY 2000 P5F "5TU *p GWr. (1200 FOR CITY OF KENT) 15. P" FaWATIONS ONLY ON "ISTUOW SOL. (VERIFY) G. UI VER FLOOR SLW COMPACT FILL. TO 957. MMO. mil_ I A FO"ATIONS ANA FLXR StAp GONGRETE SHALL W EiRIK To (3000 PsI). MAXMM WATER TO aTENT RATIO, 5 5ACK5 OF 6EMENT PER GtffiIG YAW OF GONGRETE AW 6-314 6AL.LONs wATER PER 94 u5- SACK OF Gf wmr - 3000 Psi Asaw C,0 Aws6IVE STRF.NCITH AT 26 DAYS WITH AIR ENTRAINNCNT IN ACCORDANCE WMI TAPLE 4021 IRG 13. MIN M JM COVERA6E OF STEEL, 3" WTOM, V SIDES, I- --112" WALLS. FOR SOL, SEE COVE WHERE SOL NO FROM-EM. G. EQUIVALENT FL-UP PRESSURE, MIN. 35# PER CUING FOOT 4. REINFORCING S TEEL A. ALL REWORGNG STEEL. SHALL PE DEFORi". GRADE 60 15ARs ASTM A6[5--WfTH DETAILIND, FADRIGATION ANP PL ACEMEW PER 06 2003 AND A64-30 13 SPLICES, WHERE LOCATED AND APPROVEP SHALL WE A MINMJM OF 12 INCHES (3000 PSI) OR 30 PAR DIAMETER C. ALL REINFORCING SHALL DE TIGHTLY TIED AND 5U'PORTFO D pJW CONSTRUCTION. D. WELDED WERE kC6H SHALL PEE ASTM -A05. 5. WOOD HEADERS /SEAMS - SEE PLANS FOR ALL gZE5 AND SPECIES. G. SEE PLANS FOR PLYWOOD. 6_ STRUGTUZAiL_ STEEL ALL STRWTUZAL STEEL SHALL M ASTM A36, NEW. GLEAN AND FREE OF RU5r- PIPE COL. SHALL aE ASTM 0% GRADE f5 OR ASOL, A36 S TEM 7_ ST 4ZTUZAL FRAMING A FRAMING TO PE IN CavFL.IAIJf,E WITH 2403 IRC 15- PROVIDE NAILING IN AGGORDANGE WITH WO-3 IRC STRUCTURAL ENO. SPECS TAKE PRECEDENCE OVER MIN- NALNG SUCH [ALE AND OTTER SPECS. C. PROVIDE SOLID M -OCKNG AT JOIST SUPPORTS AND M_ARING PARTITIONS P PROVDE PRIDGIN E OR PL06KM AT MD - SPAN OF ALL SPANS OVER 10 FEET. E. USE APPROVEP JOIST "ANGERS WHERE F- ROOF : SW-15 TO WE VERrW, W-TM" ANA FAWIGATED 15Y TPUrf ~AGT RM INSTi4LIATFON ANV I3 "wc? SHAT. L m PER ~ACTlpws SPEGIFIGATIONls AND INSTRUCTIONS ALL TRUSSES DESIGNED MUST VE STAMPED PAY LID. WA. STATE PF. CARE MUST M TAKEN DURING ERECTION PAY MXPER TO NOT OVERLOAD TK661ES WITH N"ND MAT. & TO ADEQUATELY WRACE TRIF551 5. S_ STIP WA-L5 9. RvOFNG �� A USE 2x6 Hf=#Z ST S AT W" Ol. (24" O.G_ MAX) PER SPACM WT` TO D OL_ T 2003 RG W/ 2x4" CMSTRIXTION, IC,"" W/ F- E STORY STRUGTU E 14" 611,D5 MUST WE V" @ LOWEST LEVEL W/ SPAGND NOr TO EX6EEP I6" O,G_ 15. DONEE TOP PLATES SHALL HAVE JOINTS STA66CREP NOT LESS THAN 4 FEET. MR NALIN6 OF 15-16d @ 4fr MR LAPS @ EACAI SIDE OF JOINT W /I6d @ 12" O,G_ PETW N PLATES FOR E XT- & NT. LONG WALL (2 & 3 STORY PLEa6)_ 2 1 ; / r / r iI / z a I 7F • q I I ii / .� + ,� / j ► 1 a it it ' Y lm Ap p V 1 2 ra VA 0 W.510 V501 To Reorder Plans CITY O . �t „ T�K V: Ii A 2 PER ?Al H (%c1V i c T`s aPyRiaw 0 2001 CRANE DESIGN, Inc. JS a� � _V T h d f le L h 8 L O S dO�Y N oV 1 r v. ALr� �►rNN t �- � � o M "ve, N' • 86 C� r 10 5 CL 0 C O4'4• 'a d a p� 03C CO`> CC 0 s C�L�d'1iv� 0 i NOt 3�� Of'dVLCM O g ? y'C0. 0 aa N h � �3 V r MO a r 51 s �fvAm u 96adasoes �y ;�L JO d 4 00 tQ >�� t N ' L 'i N F t o p c e a O •O pri afprd CA NO Le U .0 C. r _O 'a V- X09La >-P& Ull u%ItCi s40v.6wwL- LO.szo 1 -0o Wo aCNOU 0 LL VON N m • vt U CID o 4 C VIft 41 Q � W m w Q •� Q p DATE: 1 REV:. DRAVYN: 2003 I.B.C. PLAN NUMBER: S3 wao tarp CODE *'00 t� 7 IPM ' { r CRANE DESIGN, Inc. Reserves All Legal Rights To Material On Sheet - Subject To Criminal Prosecution FASTENER SCHEDULE FOR STRUCTURAL MEMBERS For SI:1 Inch = 25.4 mm, 1 foot = 304.8 mm. 1 mite per hour = 1.609 km/h h t t d N il f d f f i d h th i DESCRIPTION OF BUILDING ELEMENTS NUMBER alt TYPE SPACING OF OF FASTENER a FASTENERS Joist to sill or girder, toenail 3 -8d 1"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, cnd nail 2 -16d Stud to sole late, 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. Double top plates, minimum 24 -inch offset of end joist, 8 -16d face nail 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. To lates, 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 Ceiling joists to parallel rafters, face nail 3 -10d Rafter to plate, toenail 2 -16d 1 brace to each stud and plate, face nail 2 - 2 staples 1 3 4" 1 x 6 sheathing to each bearing, face nail 2 -8d 2 staples 1 3/4" 1 x 8 sheathing to each bearing, face nag 2 -8d 3 st aples 1 3/4" Wider than 1" x 8" sheathing to each bearing, face nail 3 -8d 4 staples 1 3/4" 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 nail 4 -16d face nail 3 -16d Rafter ties to rafters, face 3 -8d SPACING OF FASTENERS DESCRIPTION OF DESCRIPTION OF Edges (inches) ' ntemnediate supports" BUILDING MATERIALS FASTENER (inches) Wood structural panels, subfloor, roof and wall sheathing to framing, and p wall sheathing to framing 5/16 " -1/2" 6d common nail 6 1:1 (sub floor, wall) 8d common nail ( roof) = 19 32 " -1" 8d common nail 6 12' 1 1/8"-1 1/4" 1 Od common nail or 6 12 8d deformed nail Other wall sheathing' 1/2" regular cellulosic 1 1 , 2" galvanized roofing 3 6 fiberboard sheathing nai 6d common ail staple 16go., 1 1/2" long X 2" structural cellulosic 1 lf2" galvanized roofing 3 6 erboard sheathing nog 8d common oil: staple 16go., 1 1'2' long 25/32" structural cellulo 1 3/4' galvanized roofing 3 6 fiberboard sheathing nai: 8d common 4i staple 16go., 1 3/4 Ion 1/2' gypsum sheathing 1 12" galvanized roofing 4 8 na 6d common nail staple galvanized, 1 1/2' long: 1 1/4" screws. Type W o- S 5/8' gypsum sheathing 1 3/4' galvanized roofing 4 8 noel/ 8d common nail 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 nag 8d common nail or 8d 6 12 deformed nai I 1 /8 " -1 1/4 10d common nail or 8d 6 12 deformed nal a. All nails are smooth -- common, box or deformed shanks except where of erwise s o e a use or ram ng an sea ng connections shall have minimum average bending yeild strength as shown: 80 ksi 1551 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 lnt rmediate 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 o 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 arage are con- structed of steel having a thickness not less than 0.019 inch (No. 26 Galvanized Sheet gauge) and have no openings into the garage- Worm-air furnace installations in attics or crawl spaces shall comply with 2003 IRC GENERAL: 1. PLOTS, fUZNER, HEATING ELEMF14TS & SWIT6HES OF THE PUZNACE, AND W.H. SHOULD W_ A MINIMUM OF IS" Af COVE Tt E 6AR&E H 0OR. THESE SHOULD AL50 M FR A�6AINST ANY V�Iva -AR GOL.LISION. I. EXIT DOORS 01 LL bE OPE_RAME FROM TI INSVE WIT" A NOV LATIC", PBAPPOLT, OR ISEGUZITY C"AINI WONTED AT A I OF 46" MAAQ" APOVE FINISI FL06K FBI ♦ / r Ra A. LIVING ROOM CE1LM 15 24" APOVE HALLWAY WHICH LEADS TO SLEEPING ROOMS, A SMA�E DETECTOR WILL WE WTALLU> AT THE HroWST POiNT. 5 QED LMTM FK IFURES a10U_D W_ IL. RATED AHD ENCLOSURE LINEP WITH A Y1 O. W.P. TAFE AM rINISH. . a / U .� /- W a / / r Every appliance (dryer. range. etc.) designed to be vented shall be connected to a venting system. Every factory built chimney. Type L vent, Type B 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 combustibles.. DUCTWORK: A. Duct systems shall be of metal or factory -made air 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 shall be installed in accordance with 2003 WSEC. 1�2► ��� UA: � r O� *CONTRACTOR NOTE: All Dimensions Shall Be Checked And Verified Prior To Construction. To Reorder Plans 1(877)642-3675 f T DRYER MOtSTURE. EX"A)ST DU,,T q1N1 NOT EVAMD A TO A_ OF GOMN ED HORIZONTAL AND VERT=- iCAL ACTIVE L.ENO Of= W dal. S. MA owy FIREPLACES 51 CE PROVIDED W H A TWTLY FITTING R_(E PMW AND A FrMLY A"X 51M E MA140L AN OUFSW 'SOUIZGE OF COM "TION AIR SHOU.D aE PROVIDED WITH A DRGT OF 4 SQ. INGt1ES MINIAN AREA AN7 REAP - LY OIWAME D*ATJR 9. WATER MATERS L06ATEP IN THE GARAGE OF U I1EATED FLOOR ARE TO M IN61 1.FD ON IN 01a 11 E 581pL.E CATION. iD HOT AN7 COLD WATER HEATER PMS IN THE &ARA6E SI f INSULATED WITH MIND" R -3 INSU _ WITH A f _A E SPREAD OF 25 OR LE55. r r III / V_. 6YF61" WALL PO ARD AAMM USED FOR TLO OF SHOWER ENUA SURES SHOULD M OF A WATER RESISTANT MATERIAL. DO NOT INSTALL OVER VAPOR 15ARRIEZ ON WALLS OR ON THE GELM. 13. AIR DUCTS PASSlN1G THRO" &AIR" WALLS, rWOR OR GELLING ARE TO aE NO 26 &ALVANIZID S1'EEL WITH NO OPENINGS INTO THE OAR& E. I4. LANDW6S OUT5IDE TO M NO MORE MAN i I/ M.ON THE Tl'RESHOLD_ 15. INTERMEDIATE RAILS TO W_ NO MORE THAN C APART. 16. STAR HA PRALS AND t VIND 6W!S` ARE TO HAVE y" TO 2" GKOI SEGTIoNA - s AND REm?N To wA.L (CONTRAVUS) 17. " TYPE 'X' OW.t3 UNi M ALL STAIRWELLS AND ©OU51LE LAYER E sTRiNem SPACING IS MORE THAN I6" OL 0 WATER DATER 5t1ALL WE SEISMICALLY 61FAPPEP AT A POINT WITHgd THE LffER %RD AND LOUVER YARD OF ITS VERTICAL PIM NSION. THE LOVYM STRAP SHALL DE NOi LESS THAN 4 INCM5 APOVE Tt V CONTROLS 19. 1f tillNDOVY M*WAGTUZER TO PRO - VDE PORT HOLES N EACH W14PVW l IN EACH HAWAaLE ROOM. / 2' /' It ALL QTY 6L AZING StIAL.L 15E MANENFL L.AVELED DESEWTH& THE TWE AND THiUC WSS OF 6L.AS5 AND THE SAFETY a-Azw STANDARD WITH W"M IT . ROOF: / 1 r;r RIN N .� /•R ; / r r 07 Z 3. Paw VA LEYS TD HAVE W faNUEE 6AL.VANM FLA6HM 4. WOOD 6HIN16LE OR Sliff-Z TO M IN5T&LED PER 2003 W. 5. ASRIALT 5HINaZ (66W) TO WE INSTA LEP PER 2003 IRC. 6. 22" X30" ATTIC A64ES6 TO l_ PROVDED FOR EACH SEPARATE ATTIC AREA WITH NO LESS THAN 30'' FOR HEAPROOM. ATTIC ACICESS DR. TO HAVE R -V INSU.ATiON MINM", AND WEATHER 5rPJT D. HARDWARE TO PROVVE TM CLOSURE. 7. TRl1!s5E5 TO DE pEs16W AM STAMPED 15Y A WiA15t IMTON 51 ATE STRIX.TUZA!_ EIII61EFR. CAL "TIONS ARE TO M SU15- MITTED FOR GORE COMPLIANCE PRIOR TO rffi CATION OR PER- MIT tea► / .;'r�. . V F P r / -• / - / 10. ROOF TO W_ AN161101RED TO IRE - 51ST NET WINO UFI..IFr LOADS Use SIMPSON "Nr ANGtioRS_ 2 �2.. TR119SE5 SLUtiLL HAVE PETALS AND DRAWINGS ON SIT' I- FOR FIELD INSPECTION. / ii' _ ..,. I4. SHADED AREAS = FRME OVER WITH 2X6 RAFTERS @ 24" Of.,. U.N.O. SPANS EiNG Id-3" PRAM OVER w /=5 @24"04. FOUNDATION: I. OALVANIZEV NETAL 11AStiM TO DE iNSTNIED MTWEEN SLAP, AN7 WOOD MATERIAL AT EXTERIOR PORUIES AND LANPN66 TO RIM d0{5T. : 0 .., P 111111 Aa no NOTE: ALL INFORMATION PROVIDED ON THIS SHEET IS PER THE 2003 IRC VERIFY LOCAL CODES IF CONSTRUCTION IS IN OTHER THAN WA. STATE. RECEi`I CITY O TJK� PEfi E t;t1 l tr<. COPYRIGHT() 2001 CRANE DESIGN, Inc. 5 1. A X d A « L. �~ O ad� o c o Z to _ L N , Id . 9 oi f b o �M ����jjjj _M s O � -VO t ;o IN 01 06-616 P L _P E d L 9 >� o -P-0 Lcukas ? 44.1 sa• V Q ra -ri; f'1 «u N r r $O V i a MO -P 0�cu, _C �. g d2 d M d d =d du ° u - a«N -C«SN �� d d 0C4. p OCOt « Qi dW do r d� ' 4 , -VaL • «��da o IL �aotooa °cav ° u o! 0 O tt _ D we "Wei Z � raw (3 4) ftmft Xft Sb i 4 o � W Q e O w DATE: 1 REV.: 2003 I.B.C. PLAN NUM BER: S3A s • SPACING OF FASTENERS DESCRIPTION OF DESCRIPTION OF Edges (inches) ' ntemnediate supports" BUILDING MATERIALS FASTENER (inches) Wood structural panels, subfloor, roof and wall sheathing to framing, and p wall sheathing to framing 5/16 " -1/2" 6d common nail 6 1:1 (sub floor, wall) 8d common nail ( roof) = 19 32 " -1" 8d common nail 6 12' 1 1/8"-1 1/4" 1 Od common nail or 6 12 8d deformed nail Other wall sheathing' 1/2" regular cellulosic 1 1 , 2" galvanized roofing 3 6 fiberboard sheathing nai 6d common ail staple 16go., 1 1/2" long X 2" structural cellulosic 1 lf2" galvanized roofing 3 6 erboard sheathing nog 8d common oil: staple 16go., 1 1'2' long 25/32" structural cellulo 1 3/4' galvanized roofing 3 6 fiberboard sheathing nai: 8d common 4i staple 16go., 1 3/4 Ion 1/2' gypsum sheathing 1 12" galvanized roofing 4 8 na 6d common nail staple galvanized, 1 1/2' long: 1 1/4" screws. Type W o- S 5/8' gypsum sheathing 1 3/4' galvanized roofing 4 8 noel/ 8d common nail 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 nag 8d common nail or 8d 6 12 deformed nai I 1 /8 " -1 1/4 10d common nail or 8d 6 12 deformed nal a. All nails are smooth -- common, box or deformed shanks except where of erwise s o e a use or ram ng an sea ng connections shall have minimum average bending yeild strength as shown: 80 ksi 1551 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 lnt rmediate 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 o 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 arage are con- structed of steel having a thickness not less than 0.019 inch (No. 26 Galvanized Sheet gauge) and have no openings into the garage- Worm-air furnace installations in attics or crawl spaces shall comply with 2003 IRC GENERAL: 1. PLOTS, fUZNER, HEATING ELEMF14TS & SWIT6HES OF THE PUZNACE, AND W.H. SHOULD W_ A MINIMUM OF IS" Af COVE Tt E 6AR&E H 0OR. THESE SHOULD AL50 M FR A�6AINST ANY V�Iva -AR GOL.LISION. I. EXIT DOORS 01 LL bE OPE_RAME FROM TI INSVE WIT" A NOV LATIC", PBAPPOLT, OR ISEGUZITY C"AINI WONTED AT A I OF 46" MAAQ" APOVE FINISI FL06K FBI ♦ / r Ra A. LIVING ROOM CE1LM 15 24" APOVE HALLWAY WHICH LEADS TO SLEEPING ROOMS, A SMA�E DETECTOR WILL WE WTALLU> AT THE HroWST POiNT. 5 QED LMTM FK IFURES a10U_D W_ IL. RATED AHD ENCLOSURE LINEP WITH A Y1 O. W.P. TAFE AM rINISH. . a / U .� /- W a / / r Every appliance (dryer. range. etc.) designed to be vented shall be connected to a venting system. Every factory built chimney. Type L vent, Type B 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 combustibles.. DUCTWORK: A. Duct systems shall be of metal or factory -made air 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 shall be installed in accordance with 2003 WSEC. 1�2► ��� UA: � r O� *CONTRACTOR NOTE: All Dimensions Shall Be Checked And Verified Prior To Construction. To Reorder Plans 1(877)642-3675 f T DRYER MOtSTURE. EX"A)ST DU,,T q1N1 NOT EVAMD A TO A_ OF GOMN ED HORIZONTAL AND VERT=- iCAL ACTIVE L.ENO Of= W dal. S. MA owy FIREPLACES 51 CE PROVIDED W H A TWTLY FITTING R_(E PMW AND A FrMLY A"X 51M E MA140L AN OUFSW 'SOUIZGE OF COM "TION AIR SHOU.D aE PROVIDED WITH A DRGT OF 4 SQ. INGt1ES MINIAN AREA AN7 REAP - LY OIWAME D*ATJR 9. WATER MATERS L06ATEP IN THE GARAGE OF U I1EATED FLOOR ARE TO M IN61 1.FD ON IN 01a 11 E 581pL.E CATION. iD HOT AN7 COLD WATER HEATER PMS IN THE &ARA6E SI f INSULATED WITH MIND" R -3 INSU _ WITH A f _A E SPREAD OF 25 OR LE55. r r III / V_. 6YF61" WALL PO ARD AAMM USED FOR TLO OF SHOWER ENUA SURES SHOULD M OF A WATER RESISTANT MATERIAL. DO NOT INSTALL OVER VAPOR 15ARRIEZ ON WALLS OR ON THE GELM. 13. AIR DUCTS PASSlN1G THRO" &AIR" WALLS, rWOR OR GELLING ARE TO aE NO 26 &ALVANIZID S1'EEL WITH NO OPENINGS INTO THE OAR& E. I4. LANDW6S OUT5IDE TO M NO MORE MAN i I/ M.ON THE Tl'RESHOLD_ 15. INTERMEDIATE RAILS TO W_ NO MORE THAN C APART. 16. STAR HA PRALS AND t VIND 6W!S` ARE TO HAVE y" TO 2" GKOI SEGTIoNA - s AND REm?N To wA.L (CONTRAVUS) 17. " TYPE 'X' OW.t3 UNi M ALL STAIRWELLS AND ©OU51LE LAYER E sTRiNem SPACING IS MORE THAN I6" OL 0 WATER DATER 5t1ALL WE SEISMICALLY 61FAPPEP AT A POINT WITHgd THE LffER %RD AND LOUVER YARD OF ITS VERTICAL PIM NSION. THE LOVYM STRAP SHALL DE NOi LESS THAN 4 INCM5 APOVE Tt V CONTROLS 19. 1f tillNDOVY M*WAGTUZER TO PRO - VDE PORT HOLES N EACH W14PVW l IN EACH HAWAaLE ROOM. / 2' /' It ALL QTY 6L AZING StIAL.L 15E MANENFL L.AVELED DESEWTH& THE TWE AND THiUC WSS OF 6L.AS5 AND THE SAFETY a-Azw STANDARD WITH W"M IT . ROOF: / 1 r;r RIN N .� /•R ; / r r 07 Z 3. Paw VA LEYS TD HAVE W faNUEE 6AL.VANM FLA6HM 4. WOOD 6HIN16LE OR Sliff-Z TO M IN5T&LED PER 2003 W. 5. ASRIALT 5HINaZ (66W) TO WE INSTA LEP PER 2003 IRC. 6. 22" X30" ATTIC A64ES6 TO l_ PROVDED FOR EACH SEPARATE ATTIC AREA WITH NO LESS THAN 30'' FOR HEAPROOM. ATTIC ACICESS DR. TO HAVE R -V INSU.ATiON MINM", AND WEATHER 5rPJT D. HARDWARE TO PROVVE TM CLOSURE. 7. TRl1!s5E5 TO DE pEs16W AM STAMPED 15Y A WiA15t IMTON 51 ATE STRIX.TUZA!_ EIII61EFR. CAL "TIONS ARE TO M SU15- MITTED FOR GORE COMPLIANCE PRIOR TO rffi CATION OR PER- MIT tea► / .;'r�. . V F P r / -• / - / 10. ROOF TO W_ AN161101RED TO IRE - 51ST NET WINO UFI..IFr LOADS Use SIMPSON "Nr ANGtioRS_ 2 �2.. TR119SE5 SLUtiLL HAVE PETALS AND DRAWINGS ON SIT' I- FOR FIELD INSPECTION. / ii' _ ..,. I4. SHADED AREAS = FRME OVER WITH 2X6 RAFTERS @ 24" Of.,. U.N.O. SPANS EiNG Id-3" PRAM OVER w /=5 @24"04. FOUNDATION: I. OALVANIZEV NETAL 11AStiM TO DE iNSTNIED MTWEEN SLAP, AN7 WOOD MATERIAL AT EXTERIOR PORUIES AND LANPN66 TO RIM d0{5T. : 0 .., P 111111 Aa no NOTE: ALL INFORMATION PROVIDED ON THIS SHEET IS PER THE 2003 IRC VERIFY LOCAL CODES IF CONSTRUCTION IS IN OTHER THAN WA. STATE. RECEi`I CITY O TJK� PEfi E t;t1 l tr<. COPYRIGHT() 2001 CRANE DESIGN, Inc. 5 1. A X d A « L. �~ O ad� o c o Z to _ L N , Id . 9 oi f b o �M ����jjjj _M s O � -VO t ;o IN 01 06-616 P L _P E d L 9 >� o -P-0 Lcukas ? 44.1 sa• V Q ra -ri; f'1 «u N r r $O V i a MO -P 0�cu, _C �. g d2 d M d d =d du ° u - a«N -C«SN �� d d 0C4. p OCOt « Qi dW do r d� ' 4 , -VaL • «��da o IL �aotooa °cav ° u o! 0 O tt _ D we "Wei Z � raw (3 4) ftmft Xft Sb i 4 o � W Q e O w DATE: 1 REV.: 2003 I.B.C. PLAN NUM BER: S3A s • r 4 CRANE DESIGN, Inc. Re®erves All Legal Rights To Material On Thls Sheet - Subject To Criminal Prosecution 4x POSTS OR (2) 2x STUDS • MIN. 16' OiC. 1/2' PLYWOOD ql/ Sd NAILS • 3' OiC. UND. AT PANEL EDGES EXTEND PLYWOOD TO OVERLAP RIM JOIST 4 SILL PLATE 3200+ CAPACITY STRAP NOLDOWNS * MINIMUM U" (SEE PLANS) CONC. FOLNDATIO14 4 FOOTING * NOTES: 1. ALL STRAP WMPOMS SMALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INSTALLATION. TWO 14OLDOWNS CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES OF APPROVED NOLDOUNS CAN ME USED N PLACE OF STRAP NOLDO NS. SUBMIT DETAILS FOR AGENCY APPRO PANEL AT FLOOR OVIFR CRAWL SPAC x TOP PLATE FADER - 2x STUDS, NAIL SNEATNING O EACH STUD d NAILS PER TAME 23- 11 -B -1 PA RATED SNEATWING 3/8' MN. : POSTS OR (2) 2x STUDS MIN. 24' OiC. PLYWOOD W/ Sd NAILS ►' OiC. • PANEL EDGES A5 OR EQ. W 2411' BOLT MIN. 00 CAPACITY FLOOR ANCHORS :4' * 48' OTC. WI M10d ACN END B' DIA. x 12" AB. 2x PLATES P.T. SILL PLATE 00' CAPACITY STRAP )LDOWNS * NOTES: 1. ALL STRAP MOLDOWNS SMALL BE INSTALLED PER MAMIFACTURER'S SPECIFICATIONS, INCLUDWS CORNER INSTALLATION. TWD HOLDOUlNS CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPE!!'t°J APPROVED NOLDODUNS CAN BE USED N PLACE OF STRAP IHO SUBMIT DETAILS FOR AGENCY APPROVAL. PANE AT FL OOR OVE PONY WALL - 2x4 13LOCKBJG AT ANY LYWOOD JOINT PPROVED HOOKED -END WOOD 2 CONCRETE C.0 NECTOR3 WITH CAPACITY (MIN.) - 2x PLATES - NAIL SNrATNNG £ACM PLATE - 3/4' DIAL A13 - 12 EMBEDMENT QUARTER POINTS . 0 4 BAR CONT. TOP s BOTTOM ALA'. BFRACED WALL PANEL (PRESCRIPTIVE PIaO FOR 1 t 2 STORY BUILDINGS NOTE: EXCEPTION FOR 2 STORY STRUCTURE. IN THE FIRST STORY OF A 2 STORY: I) EACH PANEL SHALL BE S1 EATNED ON EA FACE 2) THREE ANCHOR BOLTS PER PANEL PLACED • ONE -FFM POINTS 31 TIE DAIN DEVICE UPLIFT CAP SHALL NOT BE LESS TOM 3000 lbs. 2x TOP PLATE (TEND 14EADER TO CORNER ' PLYWOOD W/ 8d NAILS 3' OiC POSTS OR (2) 2x STUDS BLOCKING • PLYWOOD INTS NEAC>ER AT CORNER n HEADER SPLICE J DEADER NAIL SHEX EADER AT 3' OJC. B a2 - 2x S WAT14M TO STUD I_ q• IT ILS AT 3' OjC ALL PLATES, l7 MIN. RS s STUDS APA RATED SMEAT14M 318' MW. . 2 0 A 24/0 EXP. 1 �p W z 2 - 2x4 BLOCKING AT ANY PLYWOOD JOINT X . Q APPROVED HOOKED -END V)OOD E TO CONCRETE CONNECT0F;S WITH 3200' CAPACITY ( IIN J - 2x PLATES - NAIL gNEATNNG Oka EACH PLATE 2- ' DIA. AB - 1' N"IFlEDMENT . - CONIT FOOTING OR SLAB EDGE MOTE: FOR KAOUNDATION 6ARACsE END WALLS AS SWOUR F A FL INTERVENES 13E AND BRACED PANEL, 714E PL SMALL T1$ RIM .HOIST AND SILL PLATE. PROVIDE , TO AND PLYWOOD NAILING AS SFJOII�I. F VOW AB L USE DETAIL ' 1. DETAIL LATERAL RESTRAINT PANEL 1 AIRll 24' MIN. fio a�ar s� eDi� �1 I -FADER PER PLAN ST6 236 1200' CAPACITY STRAP TIE 3 18' PLYWOOD W/ 8d NAILS • 3' OiC AT PANED. EDGES 4x POSTS OR (2) 2x STUDS 3x BLOCKING • PLYWOOD JOINTS ' REVIEWED FOR CODE COMPLIANCE FEB - 7 2006 G1ly Of Tukwila Rt 1T) nTelr nnRGTffai 2x TOP PLATE HEADER • NAIL SMEATHMG TO 1•EADER AT 3' OiC. 5.W 2 - 2x STUDS NAIL G EAT14MG TO EACH STUD 8d NAILS AT 3' O.C. ALL PLATES, MEADERS t STUDS - APA RATED SEEATMNG 3/8' MIN. 24/0 EXP, 1 2 - 2x4 BLOGKMKs AT ANY PLYU001D JOINT APPROVED WOOKED -END WOOD TO CONCRETE CONNECTORS WITH 24OW CAPACITY 0 J 2 - 2x PLATES - NAIL SMEATRWx TO EAC.NI PLATE (2) 3/4' DIA. AB - 12' EMBEDM r NOTE: FOR LISE N OARAGE ED WALLS AS a OWR F A FLOOR NTERvENES BETUEEN! FOUNDATION! AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RVI "ST AND SILL. PLATE, PROVIDE NOUDoM 3. BOLTS AND PLYWOOD NAILING AS 540U K IF USED ABOVE P W UaLL USE DETAIL 41 L 2 DET,�IL (24 INiCN LATERAL REvTRANT PANIEL) RECEIVED CITY Of: TUK1 ALA DEC 12 2005 PERW CENTER *CONTRACTOR DOTE: All Dimemiors Sh8ll Be Checked And verified Prior To CvnStruction. To Reorder Plans V811)642-3615 COPYRIG14T O 2001 CRANE DESIGN, Inc. a a p � g� C IL 45 t ge OL u �+'♦' a I �1 — F ' oA 4 � L u a i t � - f'• - 3 a -t - CL L I N �p tl N re IL 4P o :ESa , 1;1 LL fi >�— d C � 0 &0., AM., o M ° _4 -6 ��� Cap Td -0O- C t t ip Lvi 410 - IOU 3rP its a raoz00WoCLC'A U O 40 cog C4 r 2; L a ••r N Q .�� o •� �rm r a O cz 400 cc he W� �Uj DATE: I REV.: S -4 /°F P eR1.`CED WALL FANIHL. SCHEDULE 08B bd nail 6' oz. Me ll 4' 8' x x 0 or. ( me - W x V x V bd cooler mills or wallboard eons rats) nails 1' o0c. n CAM - Vf x 4' x 8' Sd coolemmallboard halls v (two feces) 'I' oc. tMoughout n Structural Panel Old" Corrosion resistant 6d nails V 3/8' x 4'x 6' at 0 (ed. es) 12' chm l Nail ad at 6' o4. l W eld) ss) One - stork alt. braced panel U• oa. l �f 3/8' x ?'e x 10' a bss 13 required at all edges ? anchor bolts placed at =ir ter potnts. Noll cAouns - we& at ea f Tiro -stag alt. braced panel Nailing Sd at 6' ore. (ed _ �J 3/8' 2'8 10' leas x x or 1?' o�c. l Ield) Plymood or OSB (two faces) Skx" requ at all edges 3 anchor bolts placed at fifth points. Hokl downs - 300V at each end. GENERAL N10TE5s Braced wall panel sob plates nailed to moor and top plates shall be andawred to free above. Where joists are perpendicular to braced wall lines, provide bk c" under and In tine with bra ceol wall panels. (TEND 14EADER TO CORNER ' PLYWOOD W/ 8d NAILS 3' OiC POSTS OR (2) 2x STUDS BLOCKING • PLYWOOD INTS NEAC>ER AT CORNER n HEADER SPLICE J DEADER NAIL SHEX EADER AT 3' OJC. B a2 - 2x S WAT14M TO STUD I_ q• IT ILS AT 3' OjC ALL PLATES, l7 MIN. RS s STUDS APA RATED SMEAT14M 318' MW. . 2 0 A 24/0 EXP. 1 �p W z 2 - 2x4 BLOCKING AT ANY PLYWOOD JOINT X . Q APPROVED HOOKED -END V)OOD E TO CONCRETE CONNECT0F;S WITH 3200' CAPACITY ( IIN J - 2x PLATES - NAIL gNEATNNG Oka EACH PLATE 2- ' DIA. AB - 1' N"IFlEDMENT . - CONIT FOOTING OR SLAB EDGE MOTE: FOR KAOUNDATION 6ARACsE END WALLS AS SWOUR F A FL INTERVENES 13E AND BRACED PANEL, 714E PL SMALL T1$ RIM .HOIST AND SILL PLATE. PROVIDE , TO AND PLYWOOD NAILING AS SFJOII�I. F VOW AB L USE DETAIL ' 1. DETAIL LATERAL RESTRAINT PANEL 1 AIRll 24' MIN. fio a�ar s� eDi� �1 I -FADER PER PLAN ST6 236 1200' CAPACITY STRAP TIE 3 18' PLYWOOD W/ 8d NAILS • 3' OiC AT PANED. EDGES 4x POSTS OR (2) 2x STUDS 3x BLOCKING • PLYWOOD JOINTS ' REVIEWED FOR CODE COMPLIANCE FEB - 7 2006 G1ly Of Tukwila Rt 1T) nTelr nnRGTffai 2x TOP PLATE HEADER • NAIL SMEATHMG TO 1•EADER AT 3' OiC. 5.W 2 - 2x STUDS NAIL G EAT14MG TO EACH STUD 8d NAILS AT 3' O.C. ALL PLATES, MEADERS t STUDS - APA RATED SEEATMNG 3/8' MIN. 24/0 EXP, 1 2 - 2x4 BLOGKMKs AT ANY PLYU001D JOINT APPROVED WOOKED -END WOOD TO CONCRETE CONNECTORS WITH 24OW CAPACITY 0 J 2 - 2x PLATES - NAIL SMEATRWx TO EAC.NI PLATE (2) 3/4' DIA. AB - 12' EMBEDM r NOTE: FOR LISE N OARAGE ED WALLS AS a OWR F A FLOOR NTERvENES BETUEEN! FOUNDATION! AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RVI "ST AND SILL. PLATE, PROVIDE NOUDoM 3. BOLTS AND PLYWOOD NAILING AS 540U K IF USED ABOVE P W UaLL USE DETAIL 41 L 2 DET,�IL (24 INiCN LATERAL REvTRANT PANIEL) RECEIVED CITY Of: TUK1 ALA DEC 12 2005 PERW CENTER *CONTRACTOR DOTE: All Dimemiors Sh8ll Be Checked And verified Prior To CvnStruction. To Reorder Plans V811)642-3615 COPYRIG14T O 2001 CRANE DESIGN, Inc. a a p � g� C IL 45 t ge OL u �+'♦' a I �1 — F ' oA 4 � L u a i t � - f'• - 3 a -t - CL L I N �p tl N re IL 4P o :ESa , 1;1 LL fi >�— d C � 0 &0., AM., o M ° _4 -6 ��� Cap Td -0O- C t t ip Lvi 410 - IOU 3rP its a raoz00WoCLC'A U O 40 cog C4 r 2; L a ••r N Q .�� o •� �rm r a O cz 400 cc he W� �Uj DATE: I REV.: S -4 /°F P r o No 'vN/ \ app lb \ \ d \ , oho i lb01 NOT TO SCALE N • 11 6 F R / �. U • c oR � P C \ / SCALE: 1 =20 PTN. NW1 /4 SECTION 10, T23N, R4E, W.M. ? O r PSQ �P \ / ELEV. DATUM. NA 1988 W Q Q o . �• \ 9 �5 ` / % SITE ADDRESS: 116 _ +� \ / 4t� EAST MARGINAL WAY S. p 3 N to s NZ �N • ` 1 'qsp \ \ a F w N O r% Ilk M C4 / /� / ,• � a °d am TAX PARCEL NUIBERS ' 0� �� / / ��• 16'1 � � \ � . • \ LOT 3 073300-010 s LOT 4 073300 --020 \ LOT 5 073300 -021 LOT 6 073300 - 025 N do '� \ N1111 LOT 7 073300 -030 • / �� ti +� Q �, 1 o•� ,y NO� / LOT 8 073300-031 LOT 9 073300 -032 O\ � 'C� .. -. ��' 2� • - : - i' � W ti G 5� , oQ F" `\pRIVE LOT 10 073300 o •� �1 LOT 11 073300 -034 lo Ao OF s9� \ P�" y� � sa► ��' • ah . O� � % � \ � INSTAL- K�� 1y K� o lJ�x p • 1 ' q� STp�NDA E-0 • \ '�� �.1� , ,��• / DRIVE �. ARE M SHAD \ \ �f \ - � Vol � or or ,� ,. •. g / . GEC pR� 1 hcce plahc Havc heee riwie�ed h�• whe P,:�tec ` � �� \ \��-S► 5$ 1ti� * 0 DR 1 "t ' �` - DRIVE i AIVp ORA I EMENT F ` t�'�: �� mpartmeet for COnfotr��;.cc �tiith c��r rcr.[ � C62 W h�, NAB F OR /N� end: *ds. Aoocptance is su�:cc! •., t.r and w O / �"� ` C � \ y O <<' Qr o��� y �`' / / • G �c. Q�� / / ' �' FFlT OF L EgRES V • w ch do aot sothor�ze ...:.:_ O •{ �. \ 9 O ,/ / 0 nL1AES ':•{ oa-idards or o�nmoes• THc r:_�; .!�:�::r \ v , p� \ �• \�•p e P / ./ 9 rD AND t1 _ • of the &dga rests . ..':� .:T:; t W �•i additions, ddaioas or r2•�:. `� - �6' / 6 O` 1 O/ �p °•s 2;:cr this date ail tti. � sp \�► /+ � / �,� i Mt 4VWVWL Or \ y \ y '� // • t--- O� - :a .ce is suh'roct io � i:. _ .... � Q \ - , 6`L O� 4 �,� / /� , aa► ���1 / , ..:c �orics �spector. \ ��B- a `.9ti Z o ool al a & Ile Q % "o o IF ZW o a� \ / � Ilk, \ • // �'�► /QQ`�� Q '�" /y'�� 1 1 6 / �,� \ �'/ �' - 1,, - c' :' • t1t \ F` c ♦4r 1. !'l NOTES: (� Q /O � 99 � 0 1 k 49g a v .� h O 3• Q��O�' 1h' 'L 1. SEE INDIVIDUAL BUILDI PLANS FOR BUILDING DIMENSIONS. A 2 ALL � / � Q� d' . U TILITIES, IN C L UDING PO � U CL G WER, TELEPHONE, TV CABLE. ETC., •o F�' �'' Z SHALL BE PLACE UNDERGROUND PER TUKWILA ORDINANCE. .y . �-- --12 T LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 1 t s.3��1 RECE,t'ED LOT AREA 7438 SOFT. 2139 SQ.FT. 6402 SQ.FT. 5909 SOFT. 5432 SOFT. 4970 SO.FT. 4887 SOFT. 4793 SQ.FT. 3995 SOFT. ,•� 3i E ": G PROUEC� NER ROOF AREA 2139 SO.FT. 2139 SQ.F 05011 T. 2316 SQ.FT. 1960 SQ.FT. 1960 SQ.FT. 1840 SQ.FT. 1840 SQ.FT. 1840 SOFT. 1236 SQ.FT. _ - z 0-w CENTER DRIVEWAY AREA 428 SOFT. 445 SQ.FT. 395 SO.FT. 456 SO.FT. 471 SQ.FT. 555 SQ.FT. 387 SOFT. 260 SO -FT. 417 SOFT. WALKWAY(NOT COVERED) 70 SQ.FT. 70 SOFT. 201 SQ.FT. 93 SQ.FT. 93 SQ.FT. 40 SQ.FT. 40 SOFT 40 SOFT 55 SQ.FT . ` pbommo TOTAL IMPERVIOUS AREA 2636 SO.FT. 2654 SQ.FT 2912 SQ.FT. 2509 SQ.FT. 2524 SQ.FT. 2435 SQ.FT: 2449 SQ_FT. 2051 SQ.FT. 1708 SQ.FT - ` ' � SHEET 1 OF 1 r r VICINITY MAP 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 hove 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. CONSTRUCTION SPECIFICATIONS 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 shalt arrange a preconstruction conference with the City s Inspector(s) 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 MUTCC 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 � 1 . .� • I' h 1 ♦ 1 '� ............ .•.•. :o•.•.:•.••- .,.,.,.,.•.,.; � r l r it • 1 - r r ll 32 .7 • 1 ++1. 1 • 1 la NOTES- A. THE FILTER Ff916C SHALL BE PURCHASED N A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARIM TO AVOID USE OF .IORM *04 JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPLICED) TOGETHER ONLY AT A SUPPORT POST. VATH A SUM 6 NCH OVERLAP. AND BOTH ENDS SECURELY FASTENED TO TFE POST. B. THE FILTER FABRIC FENCE SHALL BE MTALLED TO FOLLOW THE CONTOURS (WOW FEASIEW THE FENCE POSTS SHALL BE SPACED A MAXONUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND OF 12 I NCFES� OR AT UT' MA)QM UM WIM BACKING IS USED C. A TRENCH SHALL SE EXCAVATED. ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP. UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRUC TO BE BURIED. O_ %"M STANDAM STREWTH FILTER FAMC IS USED, A >MRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS UrSANG HEAVY- -DUTY YAW STAPLES AT LEAST 1 RICH LONC> TIE MM OR HOG RRiGT THE SIRE SHALL O(TF?ND RITE DIE TREiN�..H A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND YORE THAN 36 NCFES ABOVE THE ORIGINAL GROUND S,UWACE E- THE STANDARD STRENG3H FILTER FABRIC SHALL BE STAPLED OR WED TO THE FENCE. AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED RITO THE TRENCH. THE FABRIC SHALL NOT WEND YORE TNAN 36 INCHES ABOVE TW ORIGINAL GROUND SUWAM FILTER FABRIC SHALL NOT BE STARED TO EXISTING TREM F MIEN EXTRA WREICM FRIER FABRIC AID CLOSER POI SPACW, ARE USED IRE WK MESH SUPPORT FENCE MAY BE EUiAiATED. N SUCH A CASE, THE FILTER FABRIC IS STAPLED OR W4M 0MCIL To THE POSTS MATH ALL OTNM PROAASO4S OF STANDARD NOTE E APPLMN& G. TsiE TRENCH %LALL BE SACIMLLED MNlf NATIVE SOIL OR 3/4' - WASHED ROCK H FILTER FABRIC FENCES SHALL BE REMOVED *I& THEY HAW SERVED THEIR USU UUL PURPOSE. BUT NOT BEFORE TW UPSLOPE AREA PAS BEEN PERMANENTLY STABMI.i M L FILTER FABRIC FENCES SFULLL BE INSPECTED IMWATEIY AFTER EACH RAINFALL AIj AT LEAST DAILY DUF94 PROLONGED RAWALL ANY RECURRED REPAIRS SHALL BE MADE IMMEDIATELY. 1 YAMNIE NAHM ANY DAMAGED aR CLOGGED FENCE SHALL BE REPARED/REPLACED IMMEDIATELY. SEDSIENT MUST BE REMOVED 111" 1W SIT OWN LS 6 MCIRS at GREATER IF OONCEitMTRATED FUMS ARE r%DEHT 1UPWLL OF THE FENCE. TWY MUST BE NTFRCFPTED AND CONY DW TO A SED1111111ENT TRAP aR POND. 2' COMPACTED DEPTH CLASS 'g' ASPHALT CONCRETE 4' MIN. COMPACTED DEPTH CRLISHED SURFACING TOP COURSE W Z }} tr W a 0 ac a �oox CATCHBASIN s� L SUBGR40E COMPACTED TO 957E MAX DENSITY PRIVATE DRIVEIWAY CROSS- SECTION NOT TO SCALE NOT To SCALE 1, O Project Manage /Owner: Darryl Doak, Sr. Doak Homes, Inc. (206) 372 -2280 Design Engineer: Tim Schriever, PE Alliant Engineering & Land Surveying, Inc. (425) 485 -1083 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 UTILITY LOCATION NOTE: 1. Prior to starting construction, contact ONE -CALL (1- 800 -424 -5555) for utility locations. 2. It is the contractors responsibility to verify the location and elevation of all utilities and drainage facilities prior to construction. 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. I t Z4 1' i LOTS 3 THROUGH 11, BENNETT'S INTERURBAN TRACTS KING COUNTY, WASHINGTON. CUT 0 CU. YDS PER LOT FILL 1 i0 CU YDS PER LOT SHEET i SPECIFICATIONS AND DETAILS SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN SHEET 3 GRADING & DRAINAGE PLAN REC&VED 0TV OF TL;XV i'U PERUtIT CEN i - tR A, d °d am z a A Z Z A w W Z A Z V ~ Z w i--1 W� Zw H Wes, Z U CA i� E-I w CQ W � as ,� w A E-4 � a ce a co C 'to CQ O a a 0 v 4 PROJECT MPA*R 05011 SHEET i OF 3 u GEMN AND EROSION CQMROL 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 all 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 ail 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. RESIDENCE 20' VICINITY MAP 3 x Z �L�. Q rn o� W Q I 0) O 3 N c0 N W c N Y 0T?NW N m V_ v z a A Z Z A w W Z A Z V ~ Z w i--1 W� Zw H Wes, Z U CA i� E-I w CQ W � as ,� w A E-4 � a ce a co C 'to CQ O a a 0 v 4 PROJECT MPA*R 05011 SHEET i OF 3 u GEMN AND EROSION CQMROL 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 all 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 ail 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. RESIDENCE 20' VICINITY MAP r • P NW1 /4 SECTION 10, T23N, R4E, W.M. ............. � f i ROCK CHECK DAM DETAIL NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE ROCK GRADATION REQUIREMENTS FOR / CHECK DAMS AND 12" PIPES 10OX PASSING 8" SIEVE s - el ' 40 -60X PASSING 6" SIEVE 0 0 p 00 0 0 -10X PASSING 2" SIEVE CHANNELO 0 o 0 0 0 1' KEYED Pc,�'r�� •';•�'• R � ?S• ol BELO INVERT :• •{ �� \ SEE ROCK GRADATION ' • • _ • '�• ' \ REQUIREMENTS FOR END VIEW .1' - s;.� �;�.• ROCK SIZING / • , :r - lL O ACH ING TALL ILIZEb, C U ON ENTRANCE y.•'•.; { . ; �r 6& ; :.. T - 8U r' ' L •.• •.. � N • • �� P D � � / r ;;4" -8' QUARRY SPALLS-- ••• . • .,, / ON 1 \ FLOW d o -1 2.5 MIN INSTALL CULVERT .�.• • •• •J f �'•' : •• "•- ' - -'~ Q O � � IF NECESSARY •• • + � • 1 KEYED 00 ' ! • ' : : • .� ; '� � - \ CHANNEL OO p p o Q p BELOW INVERT � � � ' ' ��•: � � ' 0 0 0 ' R GE07EME FABRIC UNDER ♦ d �'� • v �`�' '° �` \ o `�6 \ \ SIDE VIEW (MARAFI s OX RR aiAL} �l �,• �� vR \ \ NOT T+0 SCALE P / • � �i o X6 2 � P � Q � 9 \ STABIUZED CONSTRUCTION ENTRANCE NOTES: �• - 1. INSTALLA710N: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION. VG, \/ - ROOTS AND OTHER OB&CIIONAALE MATERIAL THE QUARRY SPALLS SHALL BE PLACED TO THE SPECFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, G THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIRCATKINS. 2. AGGREGATE: 4' TO W QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9 -1368. 3. ENTRANCE DIMENSIONS. THE AGGREGATE LAYER MUST BE AT LEAST i2' THKX IT MUST INSTALL CAT B OVER \ EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA THE LENGTH OF ALL 00 NG 11 NN CATCWBASINS THE WASHING F CONDDIITIONS LEM ON THE 100 FEET SUCH THAT MOST OF 7HE MUO IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE. THEN THE TIRES MUST BE WASHED BE FORE VEHICLES ENTER A PUB LIC R OAD. W ASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE 70 A SETTLING AREA TO REMOVE AKE WASHING MORE CONVENIENT AND EFFECTIVE. ENT. AWASH RACK MAY ALSO BE USED TO SAW CUT AND REMOVE HALT PA ENT LIMIT 0� CLEARING (TYP) \ SOUTH OF CB37 5. MAINTAINENCE: W THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION OCH WILL PREVENT ` 5 N • TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PEF40DIC TOP • \/ S. // \ \ / DRESSING WI TH 2' STO A S CONDITIONS DEMA AND REPAIR AND /OR CLEAN OUT OF ANY OR STRUCTURES USED TO TW TRACKED FROM VEHICLES ONTSEDIMEN WAY OR INTO STORM DRAINS MAD• WASHED • • �'g = �' 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. • \ �. \ c> ALL RUNOFF AND WASH WATER MUST BE TREATED TO PREVENT SEDIMENT LADEN WATER FROM ENTERING DOWNSTREAM DRAINAGE COURSES. Ga ,4b le 4 bc \ \ I INSTALL TEM Y T CE l �.� ' , IN ABILIZED CONSTRUCTION ENTRANCE ACROSS SWALE A PR \ ON SHEET 1 \ \ NE AND ADDITION LOCA TRAP NOTES: / MENT AS NECE Y T ? \ \ \ f 7_ I \ \ \ + SI T LADEN YATM , SITE :, � \ SEE TESCP SPECIFICATIONS, TEMPORARY SILT FENCE DETAIL [ 6% 0 h "� \ p STABIUZED CONSTRUCTION ENTRANCE DETAIL ON SHEEJ 1& �0� fJ . , �1 \ .� C7 5 1ti !L1 , ` a1Vp aRA1M ENT FOR IN ��`� \ ♦ , �h /�' �i fir/ FaR BEN GREG. oll \ �► ¢P ��P \ . 1a \ INSTALL CATCH TION 0 ��i i' L OTS A F.S 1y v \ + STING AND S CATCH BAST r CONSTRUCT SURFACE WATER �'B \ + `� 1 �a %' �,'/ DIVERSION SWALE ` p . �h o a f ER CROSS SECTION C -C + + \ �' O - V , INSTALL CHECK DAMS PER DETAIL ALONG SWALE TO CREATE SMALL SEDIMENT TRAP PONDIfWAREAS AND PREVENT EROSION , + , . • Eye c � � \ . o � � .•� - \ 4 v ST SILT FENCE TY LINES DETAIL 1 ELEV. DATUM: NAVD 1988 \ DWAM Y SILT FENCE AS NECESSARY - TO PREVENT SILT LADEN WATER FROM ENTERING STORM DRAIN \ • q • DIVERSION SWALE CROSS -- SECTION C -C NOT TO SCALE i ?' T VP. 4. v � /' •��.�1 �' A 14.4 t r y ` 1 LJ . lo ' T! - % 3 :1 EP Ty = C. `37 << X. s RI=CE:: 0 C"Y oc. iC= tef LA PEFL%lf4 : C Ai i ER a N a • N 3 x Z �L W 00 to r W Q 0 3 N to Y N W to N a ��v m C4 0 O O .. a r m N a °d am 0 Z E • W m H A � Z a Za �H w 0 a H W O E 0 �E �w W Z .� Ilk � Q O cl) a w O w 01-.4 W ,a U z ( D o l e �Z 0 W ce jj .� ZW o a • 40 ( aQq* O " E"' Q Z PROJECT NUMKR 06011 0 6 r \ \y NG �G� G � dxx .0e I% a S 3' MIN 20' MIN WIDTI ROAD ADDITION i� WIDTH VARIES _2X _ T SURFACE CATCH BASIN PER PLAN O 2" COMPACTED DEPTH CLASS "B" COMPACT SUBGRADE ASPHALT CONCRETE AND SIDE SLOPES TO 959° OF MAX. DENSITY 2" CRUSHED SURFACING TOP COURSE \ / \ 4" MIN. CRUSHED SURFACING BASE COURSE W a z I= U) X w b N e 6 ACCESS ROAD z x CROSS - SECTION A -A ,. NOT TO SCALE Z 00 w �• \ 9 `S \ / ELEV. DATUM: NAVQ 1988 TBM: IE 12" CPEP IN B37 �6t Q �� • ro Esc \ ••o�'� � / � �/ � f 1 1 GAP 1� p yQ� l�S \ p RI \ \ v. G� F \ 4 1 ! \ F °. // \ �� ���� ���G AO Gig oo 4( rC?' Ax 00 �O / � \ Op / / c � \ O`� y \ `L° f ♦` A 01 �: O - • / O/ � ��� Off` / °y�' �v � / ♦ 2 � ��_� 'A . �Q. - 1 ��j P �j► 2 i i a`��, 1� $2 , ° Q cam' RIVE Z. r� ��j . 5 �' / ♦ N. \ S ry / ��• \�'� �� ` �'p e � / / ' Z • 3 9 �' ♦ SZ, ` `L i �\ GA 1�1 l ]rRA CR0 �G � ,/ `� `' • Q •� \ \ y° 1 � s°' \y /o� • / °` u O N to Y N W W (V C4 0 o 00 D v `° .. 0 ,m N a 12' TYP. pQE o 18" DEPTH gl►- 4� NOTES: 1. SEED SWALE WITH NATIVE GRASS LAWN MIX AND MULCH WITH U 3' DEPTH STRAW. 2. SLOPE CENTERLINE OF SWALE QI 0.50X MIN. AND 10% MAX. 3. CONSTRUCT SWALE WITH 4:1 MAX. SIDE SLOPES TO ALLOW FOR LAWN MOWER MAINTENANCE. z 3S-L SWALE 0 LI L SS- SECTION B -B w A NOT TO SCALE E-4 yj H� o > g;' �• be j � CONSTRUCT"GRASS LINED, SWALE d PER CROSS SECTION B -B �1' S q� t ' / 5 � �'� / o��, '�� / ti i �G• ,o�` le \ O Q cn P 14 6 , o � aA s 1 'j. 9 E ��G� o ��� �Z�• , °�� N. ,�o ,�� °�ht PRiv av SAM ' ti '. \6� F9 ti /'L� P pRl� , �t O BH ENT F P - / oy - �`' 0 �a s` ss ti y- �' \ z° o�`i /� , a�E FOR J N . W o��� ��,- / �. / . G� ����/ � � t i • � U"rnt OF t T RESS • unu '�' ��NW?► \ J 1� \ Gs9 l�. Q �P o� 6 / / O t v � � / '�� O�G S 9 . 10 MIO 1S ol WF do l o. v s v� �, P y am/ �/ .1�'► \� s \ o. •o / W: cb II .., Q om' / EP \ \ \ X43 ' • � ' 9 5�� � / / � �g3 � ' V� oo ° `• moo"'• s — �� \ ,,�� .ti- 1 3 � A Ea sr \ ��• �' .141 :'�O � � r/ A �� P � •�� 14 / / lb 6 W � A E- Co w E-4 UJ A � U z 01 N Z OL 4 wZ a-.40 Z w O a , ; Z Q r3 CIO �. Z H �.. R AINAGE NOTE: ROOF AND DRIVEWAY DRAINAGE WALL BE s~-1 IISCHARGED DIRECTLY TO THE STORM DRAINAGE � ►YSXM THAT DISCHARGES TO THE DUWAMISH IVER. PP0JWF NIAAP.ER 05011 RECEIVED wy oc Tt3K• aA JA N „ SHEET 3 OF 3 PERM i : EMTER