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HomeMy WebLinkAboutPermit D05-422 - DOAK HOMES - LOT 3DOAK HOMES, INC. LOT 3 1160535LNS D05 -422 Z' Wes_ O 0 U) W J H U L w O CO ▪ a. Z�. 1.O Z U 0, 0 I-, W W. 1-• U ▪ O. WZ ▪ _` O ~` .j iso8 -. City o: Tukwila DEVELOPMENT PERMIT Parcel No.: 0733000010 Address: 11605 3S LN S TUKW Suite No: Tenant: Name: DOAK HOMES INC - LOT 3 Address: 11605 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: Steven M. Mullet, Mayor Steve Lancaster, Director D05 -422 02/10/2006 08/09/2006 Phone: 206 246 -6587 Phone: 206 246 -6587 Expiration Date: 08/08/2007 DESCRIPTION OF WORK: CONSTRUCTION OF A 2,674 SQ FT SINGLE FAMILY RESIDENCE, 410 SQ FT ATTACHED GARAGE AND 320 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES FOR ALL 9 SFR LOTS INCLUDES: 1. NO WORK IN CITY OF TUKWILA RIGHT -OF -WAY IS PERMITTED UNDER THIS PERMIT. 2. INSTALL PRIVATE WATER MAIN EXTENSION (APPROX. 350 FT), APPROVED WITH A FIRE HYDRANT AT THE END TO SERVE LOTS 4 -11. LOOPED SYSTEM NOT REQUIRED. CONNECT TO EXISTING STUB IN THE SEATTLE CITY LIGHT TRANSMISSION ROW. ABANDON EXISTING 1" LINE SOUTH OF LOT 3 WATER METER. 3. ABANDON EXISTING STORM DRAIN ON LOT 8 AND CAP /PLUG AT EAST MARGINAL WAY SOUTH EMBANKMENT. INSTALL NEW STORM DRAINAGE AND STUBS TO LOT 3 -11. INSTALL SWALE ALONG EAST MARGINAL WAY SOUTH. PAVE 20' EASEMENT FROM S 116TH STREET TO LOT 11. 4. EROSION PREVENTION AND SEDIMENT CONTROL FOR ALL 9 LOTS. FOR LOT 3: EXISTING WATER METER REMAINS CONNECTED TO EXISTING 1" WATER SERVICE. FILL AND GRADE SO SITE SLOPES TOWARD EAST MARGINAL WAY SOUTH AND NEW SWALE. STORM DRAIN ONNECTIONS FOR ALL NEW IMPERVIOUS SURFACES. CONNECTION TO VALVUE SEWER. Value of Construction: $255,634.68 Type of Fire Protection: NONE Type of Construction: V -B Fees Collected: $4,485.12 International Building Code Edition: 2003 Occupancy per IBC: 22 doc: IBC - Permit D05 -422 Printed: 02 -10 -2006 :u� .,i. .:�..:_ :.c:: -. u....:w.,:..i�«:.:r . ,,:..w::..:a..:.:.ct:.w..,:k.:: :< v,:.,,.:u..c.�wr..v_,,...,.:,mv .v a «.,�. � - «;ar.�u. ;;.r. r'v: i�•k:a+r,�.l':Llc�rt, .. ,. Permit Number: Issue Date: Permit Expires On: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us zz ;}= Z' �w QQ JU 00 Cl) J F Cl) .u- W 0 U. <n D = 0 w, z t— 0 w r- w DO U 0 -. D F- w �z LU 0 O z City G. Tukwila Steven M. Mullet, Mayor Deparhneiit of Contununity Development 6300 Soutlicenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 ygpg Fax: 206 - 431 -3665 Web site: cOukwila.wa.us Public Works Activities: Channelization / Striping: N ' Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: Y i Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversize Load: N ! Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: Y Street Use: N Water Main Extension: Y Water Meter: N i Number: 0 Start Time: Volumes: Cut 0 C.Y. Start Time: Private: Profit: N Private: Y * *continued on next page ** Steve Lancaster, Director Size (Inches): 0 End Time: Fill 150 c.y. End Time: Public: Non - Profit: N Public: doc: IBC - Permit D05 -422 Printed: 02 -10 -2006 Z Z' o 7 D UO. (n o CO) CO) L W LLQ H =; HO Z 5` U� O � W W LL- O, w Z U O Z t 0 A Steve Lancaster, Director Permit Number Day -422 Issue Date: 02/10/2006 Permit Expires On: 08/09/2006 Permit Center Authorized Signature: Date: ft�-A D(x I hereby certify that I have read an amiJ 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 construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: r Date: .2 i 6 Print Name: Cit y G. Tukwila Steven M. Mullet, Maym- Dep(crtitietit of Cotnmuttity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukivila.tiva.its 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: MC- Permit D05 -422 Printed: 02 -10 -2006 . . , .. � ... ;..•;,r •. •: ',r.t��.�.J:,, ' <k..; t, �`. n:. . S::>,:i + „a....:k:.+.S.t.1:.:.n+ :.;��i.r,.+r.+i+.:. »v+..:a..x e, r`.ri�i�s'.vx�.;.r�t:�S ;'.x�sw, xi <�.1.:.: Z �Z '~ W W JU UO .N a . CO) J � N W J LL¢ Cj) w. Z �. �- O Z iL w w 5. U� ON 0 F-. WW H U U O . • Z. w U =. O Z MLA, {y� Q City of Tukwil 19C8 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0733000010 Permit Number: DOS-422 Address: 11605 35 LN S TUKW Status: ISSUED Suite No: Applied Date: 11/29/2005 Tenant: DOAK HOMES INC - LOT 3 Issue Date: 02/10/2006 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 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: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 4: Any material spilled onto any street shall be cleaned up immediately. 5: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 6: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 7: From October 1 through April 30, cover any slopes and stockpiles that are 3H:iV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 8: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 9: ** *BUILDING DEPARTMENT CONDITIONS * ** 10: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 12: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 13: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 14: 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. 15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any doc: Conditions D05 -422 Printed: 02 -10 -2006 �'L..i... i.a ���SS;.� §.i: �i .7.:..a'+3:,4i�'it:'�::.�:3.'fs 1.'l:.A:.+.: isri, 6.: 3' W. W+ a "V:n;:L.tkadN.aiC:ycP[.:f..+i.. A'S�+t+�w � ,klnV.l#v+(' � +E! aaµ.+w�:. a� • r,. ��.�. � 1.� z Z �w QQ 5 L) UO J = H c w w 9-1 LL ¢ = �w Z �O Z r- W w 0 O- 01-- W W HP �O Z co H� O Z .Vktk 1y� City o f Tul calla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 requirements for special inspection. 16: All wood to remain in placed concrete shall be treated wood. Z _ 17: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building �w 2 inspector. No exception. U 18: Manufacturers installation instructions shall be available on the job site at the time of inspection. U (n = 1 19: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be N w obtained at City Hall in the ofgce of the City Clerk. UJ 0 20: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the U_ Q International Building Code and the Washington State Ventilation and Indoor Air Quality Code. co d 21: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances �w z = shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, F .. O bathrooms, toilet rooms, storage closets, surgical rooms. W f_ w 22: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE v o co GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that o the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. — w w U 23: 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 - z distance of 4- inches shall be maintained above the controls with the strapping. v U 24: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of O Public Health - Seattle and King County (206/296- 4932). Z 25: 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). 26: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 27: ** *FIRE DEPARTMENT CONDITIONS * ** 28: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 29: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving 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) 30: 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) 31: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, doc: Conditions D05 -422 Printed: 02 -10 -2006 .u:,.. �� �:ut � ��.:..as.,..Xtlt�i.. �::�c.u.;Lni�:,:ai � 4C�,.: :S.r.Fa�.:... i � .. �. .. .. ... . �.. City of Tul�wlla fora Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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) 32: 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) 33: 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) 34: 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) 35: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 37: ** *PLANNING DEPARTMENT CONDITIONS * ** 38: Eaves may only extend 18" into the minimum setback area. * *continued on next page ** doc: Conditions D05 -422 Printed: 02 -10 -2006 Z Z �w UO (00 to W J = H C0 L wO J U. Q U) 0. = �W z !— O Z E_ w Do O C. W W �- O Z W U= O ~` Z i t �... City of Tul�wila I goe Department of Community Development / 6300 Southcenter BL, Suite 100 ! Tukwila, WA 98188 / (206) 431 -3670 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. s �� R Signature: Date: D i f Print Name: D05 -422 Printed: 02 -10 -2006 i -- Mill MI OWN00101119M Z Z �W 2 �U UO U) o. U) III LUF CO .L W O 2 95 u � = CY �.. W Z H Z O W Uj ON G) I— WW H f— u. O Z CO) F- F — O Z I CITY OF TUKWILA Community Development Department Public Works Department ! Permit Center 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. l o7 - a y [ 3 * *Please Print ** $ITE LOCATION _ King Co Assessor's Tax No.: 0 1 3 - 3 - 00- 0 0 10 Site Address a >� ." Suite Number: Floor: Tenant Name: A) 0 /1) e- New Tenant: El .... Yes L No Property Owners Name A f /U c Mailing Address: G'f > -7.�c,�. ( , 0 17 / to e> City State Zip CONTAGT:PERSON 4. Cea 2 � � 3 7 c� Name: c O'n -'e 'e uZ z: . � iC �� Day Telephone: 2 o C Mailing Address: 1 1 9 / 2_ 2 e CXZ Al a ter.. f �� 2451 City State Zip E -Mail Address: Fax Number: �2 �� y6- �' GENERAL.CONTRACT.OR INFORMATION. echanical Contractor info in on back page) Company Name: --_11e,4 /_ 110m e S /, Mailing Address: 1 tL� /;z - 6 /� S', C v' �--, ti,✓ Lf.�/,Z 9 .elZ _ City ceZI 2 e d J Contact Person: �� of '2 y �A /� �i-- , Day Telephone: 2Cj,6 A Y 6 - 5 E -Mail Address: &Zt Fax Number: e9 H Contractor Registration Number: DO)WV �k M AIZ Expiration Date: d e �? 6 "o' 7 * *An original or notarized copy of current Washington State Contractor License must be presented at a ti Vef permit issuance ** ARCHITECT OF RECORD . . A ll plans must be wet stamped by Architect of Record Company Name: Mailing Address City State Zip Contact Person: Z /3 k Day Telephone: C9!5'9 E -Mail Address: Fax Number: ENGINEER.OFRECORD - All plans.must be wet stamped by Engineer of.Re'cord Company Name: af / ��t Aw CO 3Zq iL'�1 1 /uC Mailing Address: 901 o X �G �.c,i?r�f�in� U i 1° Lr l �rO 7'Z City State Zip Contact Person: — '7- / , w 0 - y 5 -el t, Day Telephone' E -Mail Address: T /1�/- , Fax Number: 4 '/ T q:l\pennits ptustice ehanges\pertnit application (7.2004) Revised: 61-05 Page l bb i' Z }�- Z W u� D �V UO W= f- TW W IQ _� W Z H HO Z W U� OH W F- U_ O W Z U= O F ' Z DING ��ERMIT.INFORMATION �- 206= 431' -3670 '� Valuation of Project (contractor's bid price): $ n Existing Building Valuation: $ Scope of Work (please provide detailed information): u��c� /fie /1 ewe e e>4 04eA e7 e- Will there be new rack storage? ❑ ..Yes R': 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 No If "yes ", explain: FIRE PROTECTION/IIAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm one ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If' yes ", attach list of materials and storage locations on a separate 8 -112 x l l paper indicating quantities and Material Safety Data Sheets. i q:Uptvnits plus \ice changes \permit application (7.2004) Revised 6b11AS Page 2 �4 b Z '~ W UO CO O J = F— U) LL WO LLQ U� = F- W Z H Z� W �5 U� O� OH W F- 111 Z U C0 p _ O Z Existing Interior. Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per.. IBC l . 2 Floor.. ' 3` .:Floor: Floors thru. Basement Accessory Structure*:: . Attached Garage / O Detached Garage. Attached Carport Detached Carport : . Covered Deck '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 No If "yes ", explain: FIRE PROTECTION/IIAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm one ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If' yes ", attach list of materials and storage locations on a separate 8 -112 x l l paper indicating quantities and Material Safety Data Sheets. i q:Uptvnits plus \ice changes \permit application (7.2004) Revised 6b11AS Page 2 �4 b Z '~ W UO CO O J = F— U) LL WO LLQ U� = F- W Z H Z� W �5 U� O� OH W F- 111 Z U C0 p _ O Z i :f , s { MC WORKS PERMIT.INFORMATION -- 206= 433 =0179` Scope of Work (please provide detailed information): J Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees i nd. estimate sheet. Water District ,.Tukwila El ... Water District # 125 El.. Highline ❑ ...Renton ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila VaIVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate (f.. 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 applv): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ... Bond [:]..Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way _ [...Total Cut O cubic yards ...Total Fill �5a2 cubic yards ..Sanitary Side Sewer 'E] * Cap or Remove Utilities .Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water El.. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone �.. Storm Drainage El.. Abandon Septic Tank El.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line is W ❑ .. Grease Interceptor ❑ .. Channelization Trench Excavation Utility Undergrounding ❑ ...Deduct Water Meter Size ........ " FINANCE INFORMATION Fire Line Size at Property Line []...Water ❑ ...Sewer Monthlv Service Billine to: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Name: -&-im ��" /lriG Day Telephone: —,A y6 -6,:KZ Mailing Address: 1 /1?.J a i a zz /& 5fd2l Af '*r f W'fl' City state Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: city state tip q: \\permits phu \'ice ehinges\permit application (7 -2004) Revised: 6.8.05 Page 3 bh Z iF- Z � W UQ CO C0 W J = H 0W WO LL. Q _� FW Z F- Z� W W U� ON C3 I— W �O 111 Z U� 1= _ O Z [ ]:.Permanent Water Meter Size... �k" WO# []...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑ ...Sewer Main Extension ............Public Private ❑ ... Water Main Extension .............Public Private ❑ .. Grease Interceptor ❑ .. Channelization Trench Excavation Utility Undergrounding ❑ ...Deduct Water Meter Size ........ " FINANCE INFORMATION Fire Line Size at Property Line []...Water ❑ ...Sewer Monthlv Service Billine to: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Name: -&-im ��" /lriG Day Telephone: —,A y6 -6,:KZ Mailing Address: 1 /1?.J a i a zz /& 5fd2l Af '*r f W'fl' City state Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: city state tip q: \\permits phu \'ice ehinges\permit application (7 -2004) Revised: 6.8.05 Page 3 bh Z iF- Z � W UQ CO C0 W J = H 0W WO LL. Q _� FW Z F- Z� W W U� ON C3 I— W �O 111 Z U� 1= _ O Z MECHANICAL PERMIT INFORMATION — 206 =431 3670 MECHANICAL CONTRACTOR INFORMATION � w Company Name: /�P�' - �' ��Fip`i•�i i2` C dye /L2i'Iiy �y 7� / /L'C Mailing Address: Zoo/ Ae-Pe f'G /,e`' City State Zip Contact Person * Day Telephone: 9:5 ` ?Z2 / E -Mail Address: Fax Number: _ 5'3 F —S70 Contractor Registration Number - Fk ! T g S x 3 60y Expiration Date: _/J - = G r�t5 * *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): $ '� r eq, —v Scope of Work (please providpdetailed Use: Residential: New ...J� Replacement ..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Type Electric ..... ❑ Gas... Other: Indicate type of mechanical work being installed and the quantity below: Unit T e: ' __ gDL Unit Type: Qty Unit Type: Qty Boiler/Compressor:: Furnace <100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP/ 100,000 BTU CFM Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended /Wall /Floor Ventilation System / Wood /Gas Stove r 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater t 5 0+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <I0,000 CFM Equipment PERMIT APPLICATION NOTES, Applicable,to all permits in this 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. BUILDING OWNY6R OR AUTHORIZED AGENT: Signature: �(� ��.L, Date: A/Z ` Ae- S Print Name: � it e4 V )&14A �' y- r Day Telephone: 2 O E g 7 Mailing Address: lk /2 - 8 2 l U X219e 15', c0) du tai /y 10 City State Zip Date Application Accepted: Date Application Expires: / ,, Staff Initials t : o W clAkpermits plus%kc changes\permil application (7 -2004) Revised 6.3 -03 bh Page 4 i Z Z W JU 00 to W J F^ LL W } �J LL Q Ito = F.. w Z� F— O Z F-- W w U O� 0 F- W F �- O W Z U� 1— _ O Z W ILA O � 1s0a - C i t� f� 1 l kwi l a Steven M Mullet Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 SET RECEIPT RECEIPT NO: R06 -00191 Initials: JEM User ID: 1165 Payee: DOAK HOMES, INC. SET ID: 021006 Payment Date: 02/10/2006 Total Payment: 45,620.38 SET NAME: DOAK HOMES SET TRANSACTIONS: 14,474.28 Set Member Amount D05 -392 2,012.53 D05 -393 18,014.95 000/345.830 2,570.62 605 -4 23 7,146.06 D05 -445 6,993.38 D05 -446 2,368.32 D05 -450 6,514.52 TOTAL: 45,620.38 TRANSACTION LIST: 17,283.12 Type ---- - - - - -- Method Description -- - { Payment - - - -- --------------------------- Check 5140 401 /38fR, - f . /i0 TOTAL: ACCOUNT ITEM LIST: Description BUILDING - RES PLAN CHECK - RES PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PAVEMENT MITIGATION PW PERMIT /INSPECTION FEE PW PLAN REVIEW SEWER - ALLENTOWN /RYAN STATE BUILDING SURCHARGE WATER - ALLENTOWN /RYAN WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE Amount 45,620.38 45,620.38 Account Code Current Pmts 000/322.100 14,474.28 000/345.830 - 135.32 000/345.830 40.00 000/342.400 319.50 000/345.830 185.00 000/344.101 100.00 000/342.400 1,137.50 000/345.830 -.50 402/379.004 9,825.30 000/386.904 31.50 401/379.004 17,283.12 401/379.002 240.00 401/342.400 60.00 401 /38fR, - f . /i0 9716 1, L004 %20.38 9.00 401/343.405 TOTAL: 45,620.38 z Z. a � J0 00 ND W = �U_ W 0. 9-1 U_ ¢ cf) a =w t- _ z� �0 z F_ W w U O N 0 F- wW U IL O W z U= O z Cit - 1t4�1�1 �l�ila Steven M Mullet Mayor Departinent of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 i SET RECEIPT RECEIPT NO: ROS -01721 Initials: JEM User ID: 1165 Payment Date: 11/29/2005 Total Payment: 10,938.82 Payee: DOAK HOMES, INC. SET ID: 1235 SET TRANSACTIONS: Set Member Amount SET NAME: DOAK HOMES D05 =422 1,914.50 D05 -423 1,914.50 D05 -424 1,783.68 D05 -425 1,697.98 D05 -426 1,697.98 D05 -427 1,697.98 M05 -185 38.70 M05 -186 38.70 M05 -187 38.70 M05 -188 38.70 M05 -189 38.70 M05 -190 38.70 TOTAL: 10,938.82 TRANSACTION LIST: Type Method Description Amount ---- - - - - -- Payment -- - - - - -- --------------------- - - - - -- ------ - - - - -- Check 5093 10,938.82 TOTAL: 10 ,938.82 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 8,478.82 PW BASE APPLICATION FEE 000/322.100 1,500.00 PW PLAN REVIEW 000/345.830 960.00 TOTAL: 10, 938.82 9748 U/29 �715 ' 10938-89 z �Z 2 UO W= N .LL W O U- 3: LU Z �. �- 0 w �5 0 � o F- W u. 0 z W U= O z rl lip 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3 70 Project: Type of Inspection: 7 ' Approved per applicable codes. Corrections required prior to approval. /, Z Z �W QQ JU UO cn ❑ C0 W J = I— CO u. WO LLQ N� = � Z �O W �5 U O ❑ F_- WW F=- ~. W lJ.l U= O Z Address: Date Called: / J 3 SG .v Special Instructions: Date Wanted: a. m ,2 - / .> U — p.m. Requester: Phone No: 6-- 7 2 `Z 7 L�C,' 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3 70 Project: Type of Inspection: 7 ' Approved per applicable codes. Corrections required prior to approval. /, Z Z �W QQ JU UO cn ❑ C0 W J = I— CO u. WO LLQ N� = � Z �O W �5 U O ❑ F_- WW F=- ~. W lJ.l U= O Z INSPECTION RECORD Retain a copy with permit INSPE , ION N0. PER N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3 0 Pro'ect: /Z. 10MI- S Type of Inspection: Address: / 3 7 AJ Date Called: Special Instructions: Date Wanted: a.m. . .--' p.m. Requester: Phone No: -P4Approved per applicable codes. Corrections required prior to approval. COMMENTS: spec Date: , F 5 .00 REINSPECTION FE REQUIRE . Prior to inspection, fee must be id at 6300 Southcenter Blvd., Sui 100. Catl to sechedule reinspection. Receipt No.: IDate: Z �Z � W fY � UO NO C0 LLJ J H CO .L WO U. Z d �W Z I— O W H-. �p LLJ O � o it WW H6 O W Z co O ~' Z INSPECTION RECORD A INSPECTION NO. ]Retain a copy with permit PERMIT NO. .� , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project, .3 Type of Ins pect P_k) P, A dress: J)&D5 35 Acme Date Called: OC40 Special Instructions: Date Wanted: p.m. Req4e ter: Phone No: 906 3 _� F Ap proved per applicable codes. UP i- A r'�R 104 1:1 Corrections required prior to approval. COMMENTS: all y / .21,1 L_V 57'L4-7' 23 -eA c, 4? WJ_ VGcu ak 9 L'A 2 YWI 1� 7 Ai E L al� LIrIE, o,' 'M tMo � i i is Inspector: Date: �� r, 11167 F� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be I . paid at 6300 Southcenter Blvd., Suite 100. Cali to sechedule reinspection. .1 :1 Receipt No.: Da't'e: z .1 i,� �— Z W 00 (093 YJ W W J C0 LL WO 2 }} _J LL cl) m a W 0 z I_ W W 5 U C) C0 0- .0 H WW L O Ell z CO) 0 z �1�iriil•9���t� � �.,��v rs 't ._ t.i -�;s .�,... i. ... . ,• -, . INSPECTION RECORD Retain a copy with permit y INSPECTION NO. PE I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (z0.6) 1 -360 Proj t: . (Q104 0 Type of Inspection: r-- � L42 I-r/ Address: Date Called: / r Special Instructions: Date Wanted: a.m. -- 7 p.m. Requester: Phone No: . per applicable codes. El Corrections required prior to approval. $58.00 REINSPECTION FE REQUIR. rior to inspection, fee must be paid at 6300 Southcenter vd., Suit 00. Call to sechedule reinspection. Receipt No.: I Date: ;•�.r,; ,•�i4•''v " C. 'ti`•�q.e,t.•.. wr �[, p+�.ar tjnyr.., >�•�.wf�. ..,•±, t, ou: kck} ^ y "ki/A'Ih�'.. ih r._t••,�. -�; 0 Z �Z �W UO 0 Cl) CO .IL WO LL Q Cl) T F- W Z F— . H O W H- � Q U O N O F- W W H H u6 O (Li z t= _ O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. � 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6 431 -3 0 Pro' ct: K A Type of Inspe tion: i2 dv C r�� %�v 1 et/ Address: 652 ZXZ S Date Called: Special Instructions: Date Wanted: a. Requester: Phone No: cZ 6(�7 - S72 Approved per applicable codes. Corrections required prior to approval. F Inspect Dat ' 91. ) 5 (�� Af E $ .00 REINSPECTION FE REQUIR . Prior to inspection, fee must be aid at 6300 Southcenter B vd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: h q tw: .� a' ; fir •� »: � ,+,', � y.yr^7'..: �.��`. .e:Yl.. �'•'' ... "� � ,, �'..�:tF' '�r_.! : 'u+�'M1.�C'.!.�:.r_+ir �. �� � ^'���.,r .;.... I ti Z ;= Z �W QQ � J UO C0 W � 0 J = t- �w WO LL = Z I- O W ~ W U� O N, 0 h– W LL H� — 0 w Z U= O H- Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA`BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj116 K- o-t 3 Type of Inspection: bu/ -r7E Address: 1 S Date Called: Special Instructions: -e �,1 ✓� Date Wanted: a.m. /,- Request Phone No: �1 y U n� 9 7 11 Corrections required prior to approval. Approved per applicable codes h� COMMENTS: r',n JAG AQ4 17) !7 V p / 17 v - 7 � - Ij o 1 Ad::d d . v ,, L $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z W e JU UO CO 0 w= J H C/).W W O U- co)a = W 'z F ... t` O w LLI 2p U W W �O LLI Z L ) co O H 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 Project: �_- Type of Inspection: GJ &I Address: Date Called: b Q Special Instructions: Date Wanted: a.m. p.m. �.. � Gil Requester: , G Phone No: F]Approved per applicable codes. Corrections required prior to approval. J COMMENTS: 7 C-� c L e 'j c (o D Inspector: uate: / L I 2 $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: . ..� •. a. h... .... f 4. ,.� .'ta s -�1..� a t... . ..,, ,. � w +v� � i• Z H .� W UQ CO W = N W WO W? � = W Z �... ZO W W �p U O� 0 I—. W W H �. z U C/)- F- _ 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 A )J (206)431 -3670 Project: Type of Inspection , (. Addres -. r(, o I- A. Date Called: �� J .s` 0 7 Special Instructions: Date Wanted: a.m. p.m. Requester: i � U Phone No: Approved per applicable codes. O Corrections required prior to approval Wd I y w+M IL COMMENTS: q 0A,1 AA 4- _- nl 1 A ) r ,4 aC �c ►,� 7z Lei, Inspector: 64 Date: J � J $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection Receipt No.: Date: — Z �Z '~ W J UO N C0 UJI J H CO U - W O c � U- c 2 F- W z =. H O Z H W � Q O W 0 F- WW 3:U �0 LLI Z U I` O F- Z INSPECTION RECORD Retain a copy with permit DDS- INSPECTION NO. PERMIT NO. .CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Do a�K Homes PDapte e of Inspection: a' E enslon Address: I 1 6 O� 35 n Called: ( D— 1 D6 Special Instructions: � ? ( -J Date Wanted: , �' 1 3- 0 6 a m. Requester: Qa y r ' VO Q K Phone No: �y06_372 —Z 2,80 ❑ Approved per applicable codes. Corrections required prior to approval. �W. COMMENTS: t 1 D Ansc g CA o A,X'V� $58.00 REINSPECTION FEE REQUIRED. Prior to Wspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Q � W W � L) O. CJ) 0 W= J I... ( D.!L W O 9:3 U. =a �W Z = H Z O. W �5 U� W W U LL 0 ui Z U= O I— Z :„m•.,,,, + aria �r + , zs:,Fi,`a�: , ar INSPECTION RECORD Retain a copy with permit .5- y INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Fl Approved per applicable codes. Corrections required prior to approval. 51 Pro* t: Type of Inspection: fYJ S 7�> Address: o:5 Jel 5 Date Called: / / /0 L /' 2� Special Instructions: Date Wanted: a.m. / v6 Requester: Phone N a Inspector: Date: Z � 1Iz7° Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z ;F Z � W� aU UO Co 0 wi H CO LL W O 9-1 LL ?, N CY = W z F .. HO W LLj U U 0 H W U u" O ui z co H � O z INSPECTION RECORD Retain a copy with permit CTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670 roved per applicable codes COMMENTS: 11 Corrections required prior to approval Inspector: I Date: C IO �- .F� $58.6 REINSPE ON FEE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Project* Type of Inspection: Address Date Called: Special Instructions: Date Wanted: a.m _ m. Requester: Phone No: Receipt No.: Date: Z Z �W Q � 3 U W� CO LL W O 9-1 LL Q = W ` Z H z0 U O� W LL O: W Z U= O Z s; - a' . ,..rr r,eorr...a..::.g.. d amp. a• e rrw v w..• � n +a . . » :a. ; n• . , . , .�..., .. ., .. .,... INSPECTION RECORD i I s f Retain a copy with permit Do INSPECTION NO. PERMIT NO. I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431(t3 70 J Project: I 15 � Typ of Inspection: v� Addres ;: � 1iv 0 L Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. z Forrections required prior to approval. s := COMMENTS: I ze, 4 - ! i Date: ell $58.00 gOSPECTION FEE REQUIRED. Prior to inspection, fee must be paid aW00 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: — J — Date: 9 Z �W UO N J = H S2 LL W O La CO) = �. W Z H ZO U� ON 0 H W - Z LLI U ( 1- _ O Z Ic INSPECTION RECORD' F Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 9818 8' Q (206)43 * 1-36 0 Projec Type of Inspection: Addr 2 � a late Called: Special Instructions: Date Wanted* a. 'p.m. Requesterl Phone No: ii Receipt No.: Z W QQ 0 00 C (3 C0 W W CO) �LL W O 2 � L Q to Cy W F- WO LLJ 5 0 C0 0 W W m C- ) F- 0 Z fd C0 0 P 0 Z paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection INSPECTION RECORD 3 Retain a copy with permit bo -5- yz Z 4 INSPECTION NO. PER T j CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' Type of Inspection: M fL / -/6 �1� S 1Nlr _ 6t,14 // Lr�S Address: / /GOS $L�J Date Called: Special Instructions: Date Wanted: a:m M. Requester: Phone No: e - -- yb .§- X Appro . ved per applicable codes. Corrections required prior to approval. COMMENTS: rA " 0 Inspector: Date: i � j $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior eipt No.. Date: .:, d Z SZ UQ w= CQ . w0 }} �J LL Q U:3 ?H WO LLJ �p U CO 131-- W W U u. O ed Z U= O H Z INSPECTION RECORD Retain a copy with permit DO wsptcnON NO. PE CITY OF TUKWILA BUILDING DIVISION 431 -�67 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) IN : ct NVI : �Mk-6 '- Type of Inspection: F (z Address: 0 L— Date Called: Special Instructions: Date Want- U p.m. Requester: Phone N c o 3 tJ paid at 6300 Southcenter Blvd., Suite 100. Catl to secheclute reinspection. 10 - 7 celpt No.: Date: 1 z Z JU 00 N C0 W W LL WO U. co CY Z F- ZO O LLJ C0 0— 0 H W w 0 Z 11 l C0 Z Project: D 64/4 Type of Inspection: n1 / iV C. Address: 116 b 3 5 LAJ Date Called: Special Instructions: Date Wanted: a.m 1 7 -2 :5- D G p.m. Requester: M Phone No: 216 COMMENTS: N to inspection, fee must be 11 to sechedule reinspection. z �Z W J U. UO ND CO LLJ J = H C0 .LL WO J LL Q co = �W z �-O W ~ W U� O N o�- WW �- O .z W UN l= 1: O F" z INSPECTION RECORD ©05_ Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: ®0.k ©�^ra QS Type of fnspecti n: Pre- Con l Waterniain Gx+. Address: 1 bD c 35 � _'5 Date Called: G 2 �' Q Special Instructions: Pre -Con on Si! +e. Date Wanted:: a.m 1"'�. r b p.m. Requester: Darryl Dai , - I - r - Phone No: 2-0l& _ 3 - /2 - 2 2 0 0 Approved per applicable codes. h Receipt No.: Date: FI Corrections required prior to approval. 1011 4 Z i= Z �W QQ� JU UO CO W = !- T W WO. LL U O. F W Z f- ` HO w LIJ � o U O N O I_ W uj. Ir- L O 111 Z co O Z paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit W06 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISI Southcenter Blvd., #100, Tukwila, WA 98188 Fl Approved per applicable codes. Corrections required prior to approval. Project: / Ld T pe of Inspection: l Addre s• Date Called: Special Instructions: Date Wanted: M. p Requester: Phone No: COMMENTS: � c° Cc r � 1 V ca 1 Ix Inspector: Date : 1 I Z -,4 / J-- , ;: L Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z . Z . �W QQ� 3 UO N C/) J H S2 LL W O LQ c �. = O. �W z H O W H W U� O -. OH W W. F=— hU-- U' O .z W U= O F-: z INSPECTION RECORD Retain a copy with permit��" Ya INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: l & o5� >�'? Date Called: /� a� Special Instructions: Date Wanted: a 5 2 /0(, p.m Re S., r, , rl 4 / ,r Phone No: 6 - =:T 72 - 2PeQ Approved per applicable codes. O Corrections required prior to approval. COMMENTS: rx � C� A" C 7,1 t, Q S -'12- / 1� Z IX Q� _3 L) UO ND C0 W J = NLL W O I L N� = �. W Z F- Wo W U� ON o �- WW F-� LL o . Z . W U= O E- Z augxq' ^W ii+r��Y'p1 -+m. -e .e.•.. ••r � � ... ... ,• ^ Q' �.^•F.!fcq'- 7"'�F�'- .'.'R ^r._ ..�. -�.• —� x 4 .. r ' T ""^"' �'..t.r —m:� X 771 '�t t INSPECTION kECORD Retain a copy with permit y INSPECTION NO. PE I i CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36'. I Proj ct: Type of Inspection: Address: 605' S Date Called: Special Instructions: Date Wanted: a.m. �G p Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. 01 Z ;F— Z . �W UQ to w= H !L w O LL `2 a = W H ZF 1-- O W �o U O �. 01-- W UJ Ho �O tL Z U= O Z . i INSPECTION RECORD Retain a copy with permit INSPECTION N0. PER CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Project: Ogg 11 ,�,S Type of Inspection: Gc/"o 11�/I1h/. Address: 114�- 0 Date Called: Special Instructions: Date Want v .m. Requester: Phone No: Approved per applicable codes. O Corrections required prior to approval. Receipt No.: Date: Inspecto • � l uatqff; , 8.00 REINSPECTIO FEE REQUIRED. to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'i 7 Z �Z '~ W JU U Co 0 co W J � �.W WO L L N a = �W Z H i— O W 25 U o. O- o I•- W LU H - W Z U N Z INS PECTION RECORD • Retain a copy with permit INSPECTION NO. PER 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 Pro Type of Inspection: Approved per applicable codes. R. Z JU 00 CO 0 CO) W LU x - F- CO'LL W LL CY W z X 0 W ~ W C0 0 o ff W F- - L 1-- - 0: --z llJ C0 O F- z Q ' Corrections required prior to approval. S9X Ho' niF 6A-//9// Address: Date Called: Special Instructions: Date Wanted: 0 - 64 2 — ' � j p.m. Requester: Phone o: Approved per applicable codes. R. Z JU 00 CO 0 CO) W LU x - F- CO'LL W LL CY W z X 0 W ~ W C0 0 o ff W F- - L 1-- - 0: --z llJ C0 O F- z Q ' Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit INSPECT 40N N0. W (2O6)4311-36 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Project: C�� 1� �} t�4. � Type of Inspection: 1Zo c�-F' sit a �► �, Address: 1 G Date Called: Special Instructions: Date Wanted: a. 7-- Z, Requester: Phone No av 37, -- I Z v C I Z Z � W QQ � JU UO N C0 LU J = S2 LL W O LQ CJ) 2 �W z F- 0 W �5 U� ON OH W W Z ll.l CO O Z roved per applicable codes. 17 Corrections required prior to approval. ' INSPECTION RECORD t } , a �� •� INSPECTION NO. Retain a copy with permit Ze> PERM a` CITY OF TUKWILA BUILDING DIVISION 6300'Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 G d Project: J--blq 'e S' Type of Inspection: ' 1 ` 1 766. Address: // 4 -3 ...5 Date Called: Special Instructions: Date Wanted: a, --j — O p.m. Requester: Phone No ; ; . - �--� paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: -- [ Ei7e: 1 Z ,a Z IX QQ� JU 00 w� N LL W O u - _CY Z I-- ZO W W UC1 o� wW LL 0 Ill Z U= O Z INSPECTION RECORD Retain a copy with permit Cb INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: 6AK- Address: Date Called: 4 l2tn /ola Special Instructions: Date Wanted: a.m. t ` t p.m. Requester: C (7 Phone No: Fl Approved per applicable codes. Corrections required prior to approval. P 50 t COMMENTS: E ly 5 N-0- 1 U c 0. G.r Inspector: !! ,, 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 �U UO. to o co LLI to L WO J IL Q = f.. W z z0 �p U ON WW lL O Lll z U= O z t INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. !! CITY OF TUKWILA BUILDING DIVISION TI 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr Type of Inspection: Ad MOOS 35"\ L-0- Date Called: � U� Z. Special Instructions: Date Wanted: ` , a. m. �t p.m. Request r: Phone No: I a Approved per applicable codes. Corrections required prior to approval. `! w�P �i l i f I Ei I Inspector: / Date: r` / $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: t I� Z •� Z W QQ � JU UO WX t•- CO u.. W O L L = �W Z S H Zo W LLj �O O Cf) o� WW F- LL O I LI Z U= O F—' Z INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Proj - Type of Ins tion: d si s .� �'c� Date Called: Special Instructions: j Date Wantpd �� M. Requester: Phone No: a �r N Approved per applicable codes. Corrections required prior to approval. I; i COMMENTS: i� ?I IN :QUIRED. Pri6r to inspection, fee must be ., Suite 100. Call to sechedule reinspection. I� Z �Z W UO Co 0 co t-- �LL WO 9-j LL Q co = F W Z� I- O W F— W U� O co W W. W Z ui � UT p h =., z �i INSPECTION RECORD ,+ ' Retain a copy with permit D05 "'? 22- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project D o a K Homes Type of Inspection: 5D Address: 1 1 / 0S 3S Ln S Date Called:4 Special Instruct -}- Lot 3 ( / tions: Date Wanted: Date Wanted: a.n - 7 -24 _ 0 G P.m. Requester: Darryl fir. Phone No: Z0 6-9 3 1 -85 39 a Approved per applicable codes. Corrections required prior to approval. l COMMENTS: 1 � u J wl i r t Inspector: Date: LA -yi'a Receipt No.: - _ - J Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. , ii i+ i' i, i� I� 1 � I I� i) i< { II { i� ;I t, is i�. z �W QQ� JU U C0 W U t] J I.— S2 .U W O La �d = W H ZF 1- O W UJ U� o co o� W W U- Z W U= O z INSPECTION RECORD --3 Retain a copy with permit ZZ INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6) 31 -36k0 Projept' ,_ , I c l A 21 1 Type of Inspection: Add Date Called: Special Instructions: Date Wanted, a. p.m. Requester: Phone No: Receipt No.: Date: RM i Z �~ W JU UO N C0 W J = cn .u. W O LLQ N� = �W Z H F- O W F- �p U O� OH W UJ H� O . Z W P _ O Z `—"' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit �- INSPECTION NO. PERM O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ,r 1 Pro'ect: Type of Inspection: Address: I t 05 3S LN Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. Ins to , Date w �� 58.00 REINSPECTION E REQUIRED. P ' r to inspection, fee must be paid at 6300 Southcente Blvd., Suite 10 . Call to sechedule reinspection. ceipt No.: Date: I Z iH Z �W JU 0 0 U U. �LL w 0 a U � U = W I— _ z �.- 0. z l— w U� O N. Q I— WW h- L O 111 Z P O 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 Pro'ect: ` / C Type of Inspection: 1 / Address: v5 2 L Da a Called: Special Instructions: Date Wanted: L P.M. Requester: Phone No: ' pproved per applicable codes. O Corrections required prior to approval. COMMENTS: Of t Ins ector: x - p ate: .00 REINS PECTIO FE2V EQUIRED. Prio to °inspection, fee must be id at 6300 Southcenter ., Suite 100. Cali to sechedule reinspection. Recdipt No.: IDate: z = i- iH' W �QQ � JU UO CO 13 co W J H CO W W a LL = W !— _ z F.. �- O z I-- LLJ �5 U� O- 0H W W: 16 U= O z INSPECTION RECORD )� (-_) ; . V �"p_ j Retain a copy with permit i I INSPECTION NUMBER PERMIT NUMBERS I CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206 575 - 4407 Project: Dork-K C d e Type of Inspe Address: � f .� 0 Contact Person: Suite #: .s Special Instructions: Phone No.: . - Approved per applicable codes. FICorrections required prior to approval. COMMENTS: r Needs Shift Inspection: Sprinklers. Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 0 Da7te: Hrs.: F-1 $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 N co LU J= � W 9_J L? cod =W z� ►- o z F_ W5 UC3 co 0H W W H LL O z W U= O z 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 PERMANENT FILE COPY 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 Abbreviated Legal . DEED t(e 0� --� LOTS 2,3,4 I 5, 6,7,8,9, 1 10, AND 11, BENNETT'S INTERURBAN TRACTS UNREC RDED. Assessor's Tax Parcel Number(s): 073300 -0010 -02, 073300 - 0020 -00, 073300 -0025 -05, 073300 - 0030 -08 THE GRANTOR Cedar Grove Properties, LLC, a 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., it 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, BENNETT'S INTERURBAN TRACTS UNRECORDED. SEE ATTACHED EXHIBIT "A" FOR FULL LEGAL DESCRIPTION Subject to Easements, Restrictions, and Reservations of Record. Dated C o' QQ Cedar Gr ve r er es, C Mar m L. Vortman/' f S S O a em er STATE OF Washington } County of X) N G } SS: I certify that I know or have satisfactory evidence that Marlin L. Vortman . is4m the person(f+ 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: CP Notary Public in and for the State of Washington 3�ys Residing at i z £ i My appointment expires: ,�► of �` Z if Z �W QQ JU UO W� Cl) IL WO L N LU Z� 1— O' Z F—' L U W np U O� 01-- LU UJ H cl .. Z W UN O E- 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'LINE PARALLEL TO AND 80 FEET SOUTH OF THE SOUTH LINE OF AFORESAID RELEASED LANDS; THENCE WEST ALONG SAID PARALLEL LINE AND 80 FEET SOUTH FROM THE SOUTH LINE OF RELEASED LANDS 168.23 FEET',,. MORE OR LESS, TO' THE .TRUE POINT OF BEGINNING; EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON FOR STATE HIGHWAY NO. 5 -M BY DEEDS RECORDED UNDER RECORDING NUMBERS 3122159 AND 3120159; AND EXCEPT FOR PORTION DEEDED TO THE STATE OF WASHINGTON FOR SOUTH 116TH STREET EXTENSION BY DEED RECORDED UNDER RECORDING NUMBER 3120159. (ALSO KNOWN AS LOTS 2, 3, 4 AND;5, BENNETT'S INTERURBAN TRACTS ACCORDING TO THE UNRECORDED PLAT THEREOF, LESS STREETS.) PARCEL B: THE NORTH 46 FEET AS MEASURED PERPENDICULAR TO THE NORTH LINE OF A TRACT, DESCRIBED AS FOLLOWS: A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: LEGALI /RDA /0M kR.i. - Z H W W� J U. UO cl) 0 J cl)u WO u. Q N = C� �W Z H Z O. W W U� O - � H WW H E �O tll Z U= ~ O Z CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4' Z EAST, W.M.; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10 AFORESAID, 1,168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE W uj LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST 0 7, 1913; U O THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS to p co 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE J H OF THE SAID RELEASED LANDS WITH EAST MARGINAL LINE OF PACIFIC HIGHWAY; N u THENCE SOUTH 13 0 05 1 00" EAST ALONG SAID EAST MARGINAL LINE OF THE PACIFIC W O HIGHWAY 318.14 FEET, TO THE POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 ALONG THE EAST MARGINAL LINE OF THE PACIFIC -� HIGHWAY 89 FEET; LL ?. THENCE NORTH 76 0 55 1 00" EAST PERPENDICULAR TO SAID HIGHWAY 229.38 FEET, MORE N icy OR LESS, TO THE WESTERN MARGIN OF THE RIGHT -OF -WAY OF THE PUGET SOUND Z UJ Z ELECTRIC RAILWAY; THENCE NORTHWEST ALONG SAID WESTERN MARGIN OF SAID RIGHT -OF -WAY 93.68 FEET, Z � MORE OR LESS, TO A LINE 89 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS lJJ w TRACT; U p THENCE SOUTH 76 0 55 1 00" WEST ALONG SAID LINE 89 FEET FROM AND PARALLEL TO THE 0 0 SAID SOUTH LINE 220.29 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; p H' W EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED F" RECORDED UNDER RECORDING NUMBER 3124198; O UI Z (ALSO KNOWN AS A PORTION OF TRACT 6, BENNETT'S INTERURBAN TRACTS, ACCORDING co = TO THE UNRECORDED PLAT THEREOF); p O ~ SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON; Z 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 1 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 E LUGALC /RDA /0699 '8 'r :Y�. .�{,{vair. ..�>. (,,, �. ri:C�* ::4!r'1'S 'ri,��;d'f. s"a.i..w ui w+�'.. w � � S J e / ' Y: W b� c6 .. �' S. x wYU�ia: �:: isL�yw�.:: ti: � v: �' 1 «: f�. 5+' i�.• �. iiY' �i: ti. Y!$! �A�i> �1:: 1�%+ A�aLa1 ,M:N.YW�:l�swla75�Jw�v�%N�'i.. i�i✓1.:$ii�i:as:... 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 55'00" 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=GALC / RDA /o 6W .. ai.� �...li.: ..Na •:�.• •' +.�:eciau.a+MW wss.t..+a�k: 7d 1. 1.: 0 Z W JU UO cf) 0 co w J = H N .LL WO LL. Q N cy = d �W Z = H F- O Z f- LU 5 Uj3 O N O H W W ~ F- LL Z L11 U cl) O Z CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRII'TION Order No.: TOGETHER WITH A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M,, 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 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 WASHINGTON DEPARTMENT OF•HIGHWAY'S'ENGINEER'S STATION (H.E.S.) 4 +20 AS SHOWN ON SHEET 4 OF PRIMARY STATE HIGHWAY NO. 1 (SR -99) FOSTER INTERCHANGE TO SOUTH 118TH STREET, NOW KNOWN AS SR -599, ALL BEING LOCATED IN GOVERNMENT LOT E:v.EGALC /[Dn /0699 Z ;F- Z W QQ � JU UO N J = I- c0 .LL. W } O } �J W? W d. = W F- _ Z F- F_ O Z F_ W W U� ON o F_ LLI =U F- U -0 111 Z U= O h- Z CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION 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 QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST OF W.M., IN KING COUNTY, WASHINGTON. i i I I . I i maMALC /RDA /M r Z W` 00' N � Lu J � N .u. W 0 J u- Q N = cy W Z f ZO W UJ �p O cn' w _ O iLi Z U Co. .O Z i I ' Rt I ------------- 3 -- ------ - - --,- - - :068A3 BCC 6456* - 7 0 w i I ' Rt I ------------- 3 -- ------ - - --,- - - :068A3 BCC 6456* - �, . 3 4 to -• it Y 4 a s 3: 9 N It , ., ..• .3 r� it ... rr1� LV 8600#9 �'V..'� 1� C G '; � ` I t`.. � �,'�f � ' 793 ?M ti• 4..0',' 41 ��� x i . � LIJ oo V t o 1 ` 1 1 \ n� M� om tP w % 1 j , % \ % ' 4 t LOT' 3 `; ✓' -.27400* - JL It 1 .+ �� ��� 9 • Pa 0030 12 Y 10 073300 t Mid if./TT i 14 l v =� t Z Z W aa JU UO Cl) CO w W = F- LL WO La CO D = �W Z F- F- O W F-. 5 U� CO D F- WW F- L O W CO O Z ED a t i a i( t , Pe mvt P /ah a. a Return Address: Doak Homes, Inc. 11812 — 26th Ave. SW Burien, WA 98146 ' L. Title: UTILITY EASEMENT AGREEMENT �j 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, 723N, 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 Page 1 of 3 CITY OF TUKWILA JAN 0 5 2006 PERMIT CENTER INCOMPLETE LTR# O jr Z Z w Q QQ : 2 JU UO W = N u- w 9-j u? co = W Z r O'. w ~ w �o U O� D i— WW �U ~ o ui Z U =' ~ O z .. UTILITY EASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) in fee simple of lots 3 through 11, inclusive ( "Grantor" herein) and lots 3 through 11, inclusive ( "Grantee" herein), described in the attached Exhibit A. For and in consideration of the mutual covenants and agreements hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described lands do hereby define, declare, grant and convey to themselves and each other, the present and future owners of the lands described in the attached Exhibit A, A non - exclusive perpetual Utility Easement over, across, along, in, upon and under that portion of said Grantors land described as follows: The westerly 10.00 feet parallel with and adjacent to the east boundary of Lots 3 through 11, inclusive, as described in the attached Exhibit A. 2. This easement is for the sole purpose of the construction, use, and maintenance of utilities, together with the right of ingress and egress for such purposes. 3. Said easement is subject to a utilities easement in favor of any electric, telephone, television cable, gas, water, or sewer company, public or private, or their permittees or assigns to install, construct, operate, maintain, alter, and repair their respective utilities for servicing grantees property, together with the right of ingress and egress for said purposes. 4. Routine maintenance and repair costs of the utilities constructed within said Utility Easement shall be the sole responsibility of the owner of.the lot(s) serviced by the utility. 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 z Z Cr. D UO 0 w� W.U. w O LL Q �a �_ ? t-- zo 2 5. U� O CD w F_ � .z w CO oF- z GRANTOR AND GRANTEE by: Darryl Doak, Sr. Date: GRANTOR AND GRANTEE by: Estrella M. Doak Date: STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this day of January, 2006, before me a Notary Public in and for the State of Washington, personally appeared Darryl Doak, Sr. and Estrella M. Doak, to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in the instrument, and on oath stated that they were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and i year first above written. i E Notary Public in and for the State of Washington, residing at i 1. My commission expires: Page 3 of 3 Z Z W 62 D J U UO CO 0 W W. CO LL W O 9-5 U. ¢ = a �W z� �O Z 2o o W w. U- w Z: P_ O Z EXHIBIT A LOT 3 That portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; EXCEPT the south 101.00 feet, as measured perpendicular to the south line thereof; AND EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for that portion lying north of the south boundary of the lands deeded to the State of Washington for the South 116` Street Extension by Deed recorded under recording number 3120159. (Also known as that portion of Lot 2 lying south of South H 6` Street and Lot 3 of Bennett's Interurban Tracts, less streets.) s 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 Q � JU UO U J 3: CO u- W O U. N � = �w ' Z F- F- O z F- U� ON 0 F- Ww LL O W z U= O z EXHIBIT A, continued. EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South 116` Street Extension by Deed recorded under recording number 3120159. (Also known as Lot 5, Bennett's Interurban Tracts, less streets.) LOT 6 The north 46.00 feet, as measured perpendicular to the north line of a Tract, described as follows: A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; 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 w recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South 116` Street Extension by v Deed recorded under recording number 3120159. v O C O (Also known as Lot 4, Bennett's Interurban Tracts, less streets.) cn w LOT 5 N u- 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- Q W.M., in King County, Washington, described as follows: � D C 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 ? land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; w w Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument p set at the intersection of said released lands with the east marginal line of the Pacific Highway; co Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line o �_ 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' u' Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western O margin of the right of way of the Puget Sound Electric Railway; co i' 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; O ~ Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 z feet, more or less, to the True Point of Beginning; EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South 116` Street Extension by Deed recorded under recording number 3120159. (Also known as Lot 5, Bennett's Interurban Tracts, less streets.) LOT 6 The north 46.00 feet, as measured perpendicular to the north line of a Tract, described as follows: A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; EXHIBIT A, continued. Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 °55'00" East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 229.38 feet, more or less, to western margin of said right -of -way 93.68 feet, mor or less, to a line 89 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 6, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 7 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 °55'00" East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 229.38 feet, more or less, to western margin of said right -of -way 93.68 feet, more or less, to a line 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT the north 46 feet as measured perpendicular to the north line of said Tract; AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; z '~ w UO co 0 w CO u- w U. ¢ WD = a �.. w Z F- O Z !- 25 U O� o t- w w u' O w Z U= O F- z EXHIBIT A, continued. (Also known as Lot 7, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 8 The north half of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 407.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 8, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 9 The south half of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 407.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; z Z �w Q 2 JU 00 0 C0 H W .u_ w LL C0 D =d �w Z z� W W U O ct) o� w LLZ ui 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; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 9, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 10 The north 40.00 feet of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east boundary line of the southwest quarter of the northwest quarter of said Section 10; Thence North 00 °04' 10.7" West along said east boundary of the southwest quarter of the northwest quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric Railway; Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 10, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. z LL.w Q � JU 00 N J � C0 LLJ �L w 0 Ua co :3 = �w z HO z F- w 2 5 U� ON � I- ww U- O . z • W 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, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east boundary line of the southwest quarter of the northwest quarter of said Section 10; Thence North 00 °04' 10.7" West along said east boundary of the southwest quarter of the northwest quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric Railway; Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of Beginning; EXCEPT 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 w u� D JU UO N 0 w= J F- N U_ w 0 L¢ M� = �w z f- i- O z i-- w UJ 0 U 0� o H- wW �U tL ~O .. z: w CO) 0 4 - , Z � 4 41 fte Pe rrnit No. f Ions Return Address: Doak Homes, Inc. �'=e 11812 — 26th Ave. SW 't Burien, WA 98146 Title: PRIVATE DRAINAGE 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, BEENNETT'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 Page 1 of 3 CITY OF T JAN 05 2006 PERMIT CENTER INCOMPLETE LTR # __ I_ pc�; amm 1 A 2 z r Z D JU UO Cl) W = J F. S2 U_ w O U_ COD =w Z �. F_ O w 2 D U� 0 C o �_ wW F- P �—` 0 ..z w U =. O 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 �'w+++S�� � ^�:"'�►atnc�rw:+raae�Gt3ix�.�.° z Z �w QQ JU 00 N CO W J = F- U. w LLQ CO a �w z ZF- W w U� ON 0H w W F� LL F- .z w CO oF- 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 ;= z �W Q D JU UO Cl) w= N .LL, WO LL Q co = d W ~ z t- O ZM W 2 5 U� O N o �- W w. u' o . ui Z 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: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; EXCEPT the south 101.00 feet, as measured perpendicular to the south line thereof; AND EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for that portion lying north of the south boundary of the lands deeded to the State of Washington for the South 116' Street Extension by Deed recorded under recording number 3120159. (Also known as that portion of Lot 2 lying south of South 116 Street and Lot 3 of Bennett's Interurban Tracts, less streets.) LOT 4 The north 52.00 feet of the south 101.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter' of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along' said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; z '~ w UO ND J = H �w w LLQ �D = �w z z� w w U� O N. O F- wW �- 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 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. C O p (Also known as Lot 4, Bennett's Interurban Tracts, less streets.) � ►_— — O LOT 5 ! The south 49.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, U. � N W.M., in King County, Washington, described as follows: CY =w 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 w August 7, 1913; O w Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument v o N 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; U Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; U 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 N 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` 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; + <Nadal.++t +•..vJs. *,}:k:. rite, a» dn4vaKw`' uv. JUu::: iz.W:ir1:'aiiel6:id::r,�J4:fteukf:bo�a4w.:t.Yi.,;toi 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 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 io 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; .' , .sk :,��'c .. i�, S v.rf .:.� .:U.a.i3Y.Y ., L.. ...,..- r�:.,E+•.�tv�`''1xw.:�.« �t..., u..: .,... i.,. a,; i:..' i;: 5: iiitv,.: ir' v:::.,,: yti .irs;�+.rs'+.¢.�....w:d'.t,..w .�..wx:.^..ah•:., ,�:d..+ ...�xa.:. 4S. tr43 >x7r1:ts�'o". ,p z Z �w ¢ 2 JU 00 CO 0 a cn .u. w LLQ = F- w z H 1— O z F- W w U O CO D f- WW HP LL O Z. w U= O z EXHIBIT A, continued. (Also known as Lot 7, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 8 The north half of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of lands released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 407.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 8, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 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 0 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 0 05'00" East along the east marginal line of the Pacific Highway 80 feet; z Z �W QQ JU UO N o W = 1- Co U- W O La ND = �W z 1-0 w �5 U� ON 0 1- W U- 0 Iii U) I 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; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 9, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 10 The north 40.00 feet of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east boundary line of the southwest quarter of the northwest quarter of said Section 10; Thence North 00 °04' 10.7" West along said east boundary of the southwest quarter of the northwest quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric Railway; Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 10, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. z z �w QQ JD UO. UD co W J = f - Mw w U - Cn d =w F- O zr w w D ON 0H wW U- 0 W U= O z M EXHIBIT A, continued. LOT 11 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east boundary line of the southwest quarter of the northwest quarter of said Section 10; Thence North 00'04'10.7" West along said east boundary of the southwest quarter of the northwest quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric Railway; Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of Beginning; EXCEPT 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. ., ..,,}, ,. q:.. .��:. a.f.AAt"_Yw" l�ur4. .:A.'r.+:,...l�.wi ".� ul.u,t+:i'ryJS� ;.ti.ui +,L'. :»Antii••: c�a +';1�. z Z`. '~ w o QQ � 2 1 JU UO C l)o J E- U) u_ wO 9 Q �w z 1— O w ~ w U� O� W w. O .. z w U= O z HH Www M %BE 9RR e � m .o �1 J l / (( ��►Jat-� WrA L O - 33a000z.o lJ pSt Y `5 L L- Lnr b •n w�.� -� 2 i f LO l. b �,,- wa- L " t o o -� .-V 6 n 5 mss- -i+2- z X73 7 4a 3 Lvr y 4ay Gvr 6- , 44 •r -a7 r 44 (o Gr'T -T V\ k o- ,.�-�- W. Vo s I z '~ w Oo w= � .w O La ND = �w z �- z� W w U� ON OH W LL� -0 Iii ID o z Z �W � JU UO (D 0 W f'- �_ U WO J tt_ Q U = 2 CJ ~ W Z H 1- O Z F- W 25 D U O� 0H WW 2 i- u' O .. Z wU) U- p _ O Z sir �I rMM VAMk AJ r_WAJ Z ~Z WD J0 0 � w J S F- �w WO J La U) D 2 d F- W Z F- O Z F- w 25 U O- 0 F•- w S F- u' O • Z • W U= 0 F- Z L wwl I � um 0, -t ^. votiRl�j�rNr • 11/16/2005 15:12 UAL UUE SEWER DISTRICT 4 4313665 ATTACHMENT A "EXHIBIT MAP S" - UTILIT EASE T FOR VAS VUE SEINER p S T. IR NENTFIL WFIVIENT NO. 9 �, ,. POR. OF NX 1/4. SECTION 10, TV. UN., R. 4K► W.Y. S'►�1b4'0.1 1 � I , 7 Tit TT'S V BAN /� .. I to as iN t RW ,q, .T7,S 8A r �I 6AA >a ACTS N !LA 1 _ �• 6.67 ► �, II:�; i TRI ' N.W. COR. T R• 05 Ovate , TRACT 19 swap Aa �' ..• � fat »U _' �� TRIS „ � �Tfl, ff NR • rA N. tom- • , Y II `•� ib'J7'G �11W��Sf �� 1.97 < INTROURBAN r AACTS ` OLVO 1 t Peat -10 Fax Note 7671 Dater l6 %, aaer ► co. Phone A I Fax M WW I- n U I— I Fq r x N0.105 D01 e i i w 1. �I 'I 41j :C 1 � i I i Z z �w QQ JU 00 W= �u- w LLQ �D =a �w . z Wo �5 U� o�- w F !6 O wZ U= of Z TUKWILA MUNICIPAL COD r -. Chapter 14.18 DUWAMISH SEWER AND WATER CONNECTIONS Sections: 14.18.010 Requirements 14.18.020 Service Area Boundaries 14.18.010 Sewer Connection Requirements Duwamish area homes -- as spelled out by TMC 14.18.020, existing on November 30, 2002 -- will be required to connect to the sewer and pay the associated connection charges, if any portion of any building is situated within 250 feet of a sanitary sewer line or lateral, and if: 1. Septic or health problems are identified by King County Health Department that require repair of the septic tank system, or 2. The home changes ownership, or 3. Remodeling occurs, adding a bathroom or bedroom. (Ord. 2007 91, 2002) 14.18.020 Sewer Service Area Boundaries The Duwamish service area is bordered by the Duwamish River on the north and the east; East Marginal Way South on the west; and In u Avenue South on the south, as shown on Fi re 1 (Ord. 200 §2, ZOOM) 14.18.030 Regular Water Connection Charges A. Existing facilities in the Duwamish neighbor- hood which are connected to the water system on the effective date of this ordinance will not be assessed a water connection fee. B. Water connection for any new single - family connection in the Duwamish neighborhood will be assessed the following fees, which reflect a 1% increase per year in accordance with RCW 35.92.025: NTIL CHARGE January 31, 2006 .......................... 3,975.44 January 31, 2007 .......................... 4,015.19 January 31, 2008 .......................... 4,055.34 January 31, 2009 .......................... 4,095.89 January 31, 2010 .......................... 4,136.84 January 31, 2011 .......................... 4,178.20 January 31, 2012 .......................... 4,219.98 January 31, 2013 .......................... 4,262.17 January 31, 2014 .......................... 4,304.79 January 31, 2015 .......................... 4,347.83 C. The applicable water connection charge shall be paid before the City gives any final building permit approval. (Ord. 2058 91, 2004) 14.18.040 Water Service Area Boundaries The Duwamish service area is bordered by the Duwamish River on the north and the east; East Marginal Way South on the west; a Interurban, Avenue South on the south, as sho on Fi w gure 14 -3. ( d. 2058 §2, 2004) PERMANENT FILE COPY PAT i/ z �, A � ��j� 1� l: � n ✓1� c �z.dtit \` _ L2— CD 0-T `TD C t� `gyp � F\ 0 0 , 14 -20 Printed February 2005 ,.....:s'� .... .. ..... .... ._. . .. .. .:. �. �. '. ..... .... .�.. . .:... `. ?. ' v�.: •{!' .rM 7vp. �NiAvsf�:i:'G_ : 1al ...V j ae+. S.t�7 z �Z '~ w 30 U O N C0 w J H Cf)L w 95 LL Cj)a =w t _ z F- O w �5 U� O - 0 H' wW U. O z U N' O~ z Jiil Mc;<.�ued1- Doak Homes fire flow From: Jill Mosqueda i , -- i - ijviANENT FILE To: Mike Cusick _ Date: 11/22/05 10:42AM Subject: Doak Homes fire flow Mike, would you provide me a copy of the fire flow calculations for Mr. Doak's 8" private water main extension south of S 116th St./ Thanks L. Jill Mosqueda P.E. z z LU JU UO Cl) 0 U) =. w O' J U. ?. cf)a F-w z� F- O z F- w �� UO O N 0 F- w LU U LL LLI Z N U O F- z RAN w.R GOLF a COUNTRY CLUB ro cl Ty OF SEA LA ITL E SEATTLE RESERVOIR < wO 20 9 ilo SF-�-, p Hyd, 40 2 I Z Z ui 6 2 D Zi 0 00 V)o CO w LLI 3: i I-- Cf) LL W O L Cl) D C% LU 3: Z F- HO Z H LU LLj 5 co 0 a � LU LL j H L) LL 0 Z 3: 0 Z Ol• jd 1908 City of Tukwila Steven M. Mullet, Mayor Department of Community Development December 2, 2005 Darryl E. Doak, Sr. Doak Homes, Inc. 11812 26 Av SW Burien, WA 98146 RE:. Letter of Incomplete Application # 1 Development Permit Application D05 -422 through 427 Doak Homes, Inc. — 116xx East Marginal Wy S Dear Mr. Doak: Steve Lancaster, Director This letter is to inform you that your application received at the City of Tukwila Permit Center on November 29, 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:- Buildine Department: Allen Johannessen, at 206 433 -7163, 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 resubmittalr I have _ enclosed one for your convenience: Revisions must be made in persom and will not be accepted throueh the mail or by a messeneer service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, I, A ifer rshall Permit Technician Enclosures File: Permit D05 -422 through 427 P:Venniferllncomplete L.etters\D05422427 Incomplete Ltr #I.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 r777 3.. «K 1', .��; „.�t ,.1. Rr..;litil: - g ar'+ "�:{: a'iy'.�:; +!�,;;tri:: � «a :.u;'elirr xas «Y...�r+'r}d+7 r44yi:. i ?.iw::ab.'w'an:.M..rwz�n.tk �+.S ..rpi.i�itiFs tiLa;. Y;:. P.::' I, biV .t3rrtin.e'yr:�L�!T�Si�ak'i,i. Z zz Q � JU U UD C0 W J 52 LL WO 9-1 LLQ N� S CJ �W Z P F_ O Z H UL O N. � E- WW U -O .Z W U= O Z :r Determination of Completeness Memo Date: December 1, 2005 Project Name: Doak Homes, Inc. Permit #: D05- 422,423,424,425,426,427 Plan Review: Allen Johannessen, Plans Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11 x1 7 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) The relative flat lot topography and uncertain soil conditions, requires an additional plan detail to show how the footing /crawl space drain system will function to prevent the accumulation of water in the crawl space. This may be accomplished with lot plan cross section that demonstrates the gravity flow will discharge water away from the crawl space, / or a soils report identifies how the soil conditions could otherwise dispersed any footing or crawl space water. (2003.R405.1) 2 Provide additional plan details to identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. Z Z �w QQ J0 00 Cl) CO J � Cf) U. wO Uj cod UJ Z �. �o Z F- w w U � CO 0 E- wW u. O .Z w U= O� Z PERMIT COORD CPI' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -422 DATE: 01 -05 -06 PROJECT NAME DOAK HOMES, INC. SITE ADDRESS 11605 35 LN S, LOTS 2 & 3 Original Plan Submittal X Response to Incomplete Letter # Response to ,Correction Letter # Revision # After Permit Issued DEPARTM / TS: Bui ing Division Fire Prevention C Pranning Division Public Works Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 01 -1 0-06 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route i Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: - 02-07-06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenis/routing slip.doc 2 -28.02 z II..: ;Z w . M M Q ID JU 00 to 0 C0 W J � Cl) U. w LL ?. (n C! =w Wo U O � OH W H0 LL O w z U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -422 DATE: 11 -29 -05 PROJECT NAME DOAK HOMES, INC. SITE ADDRESS 116xx EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPAR TMENTS: �M;t t d ►Z V —off 5 A Bull g in Division Fire Prevention Planning Division d Public Works ❑� Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Tli irs.) DUE DATE: 1 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: ,2,,02 -(1O LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:_ TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: - 12-29-05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) El 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 ..�:. A; , '� -i.: .t :z.,:at�. .�u'a:. ..:: i. 3.r.:..s,i.i;JJ.�r:.v..,i«ri -��: r,:tiL.rr , Y.:�'.5,: 1;Lw;,rzibki:,,;?,fU:n::t;.:w ut�w+i::2.1:�'�a.l.. ».'.'.onii «1'«uxra�r.e}t 'LY u.�uuy�a a( ti.: s. d.+. .R.tl..:d <�Hieu4•.sn`:�.'w�... �.� s�: ti.alc rats: z ~ w JU U UU J H S2 U- w L? � =w �_ Z I - z� W U� ON D 1-- wW LL O ..z w U= O z 1�1 ...,,\ �N� r 1908 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: htt p: / /lviviv.ci.ttrinvila.iva.its Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: - 5-L '26 Plan Check/Permit Number: D05-422 Response to Incomplete Letter # —� Response to Correction Letter # _ ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Doak Ho mes, Inc. � LYl Project Address 116RdrgrlTra� Contact Person Darryl E. Doak Sr. Phone Number: Summary of Revision: as r�� feed 0 C t rf&&)e7 / RECErM OrtY OF TUKWI A .S AN - 5 21066 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [ 6 Entered in Permits Plus on 1-5 Z �Z �W � D JU UO 0 W= C WO LLQ UD = �W Z F O w �5 U� ON ,o F- W W X �O .. Z W U= O Z pplications \torms- applications on line\revision submittal Created: 8 -13 -2004 Revised: L oy O Department of O Natural Resources and Parks Residential Sewer UsL- 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 L_ l Owner's Name �� f/� �7 �� /iG (Last, First, Middle Initial) Property Tax I.D. Number Subdivision Name Subdiv. # Lot # !Z Block # Building Name . (if applicable) Property Street Address City, State, Zip Fk .6iv - Owner's Mailing Address f / el 2 7;�5 (If different from� above) e 1' / Owner's Phone Number ( Dom -4 G ; 7 Property Contact Phone Number Party to be Billed (if different from owner) Party's Mailing Address City or Sewer District �G�C°� w �z $� Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes Lk4'o Type of building demolished? Wv'l Sewer disconnect date? /I Please check appropriate box: K single-family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces � t t 5 n Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 x 0.64 = _x1.0= 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 resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Date ! o Print Name of Owner /Representative 1057 (Rev. 7/02) White- King County Yellow -Local Sewer Ade Pink - sewer customer ..p . !fi' i aH rrrtnt'r�s.� Cn fiyu<tnro77'R'7' i`i'awo'�t ` �l+ s7e: i" lYe4trxk f+ i!! c, 5' r<1iW.U4�1!?i'l' TOSS' d','" zt''' E4 't�fd?'�€p . Z ~ W WV 1J 0 U) 0 J N U) U_ w _ U rn � �w z M F_ I— O W UJ U� Cn oF- W UJ F u ' ir- 0 LU z U= O Z ZA Certificate of Sewer Availability OR Purpose of Certificate: 2 Building Permit ❑ Preliminary Plat or PUD El . Short Subdivision ❑ Rezone Tukwila, WA 9` ., - Phone: (206) 2 , •3236 Fax: (206) 242 -1527 ❑ Certificate of Sewer Non - Availability ❑ Other Proposed Use: Residential Single Family ❑ Residential Multi - Famlly ❑ Commercial r ❑ Other Applicants Name: o aS Phone: 06 "��t _ 6 5' u ' y Property Address or Approximate Location: Tax Lot Number: r fg4rs Wy S 07,3300 - 0 02,0 Legal Description(Attach Map and Legal Description if necessary): 1 "t T4 U r bPh T�irb G'f'3 Part M, M ewerAge'ncy 1. j a. Sewer Service will be provided 'by side sewer connection only to an existing size sewer - I feet from the siteiand the sewer system'has the capacity.to serve the proposed use. OR El 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: $ /0t.9 "`"` a. District Connection Charges due prior to con ection: GFC: $ SFC: $ 8 7 S UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: '❑ Required Maybe Required c. Other: I here c ify that the above sewer agency information is true. This certification shall be valid for one year from he d to of signature. 14 ?2�4 - I , - By Title Date I Z 3:z �w 2 �U 00 (/) J = r-- �2LL w LLQ CO D = �w z F_ O Z f- w D O W o F- w W U_ O w z U cri z bF- Look Up a Contractor, Electririan or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License DOAKHI *092NZ Licensee Name DOAK HOMES INC Licensee Type CONSTRUCTION CONTRACTOR U BI 601329337 Ind. Ins. Account Id 58243002 Business Type CORPORATION Address 1 11812 26TH AVE SW Address 2 Impaired City SEATTLE County KING State WA Zip 98146 Phone 2062466587 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/9/1991 Expiration Date 8/8/2007 Suspend Date CBIC Separation Date 08/01/2001 Parent Company Previous License DOAKH* *10605 Next License #3 Associated License Business Owner Information Name Role Effective Date Expiration Date DOAK, DARRYL E SR 01/01/1980 DOAK, ESTRELLA M 01/01/1980 Account Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date Until #4 CBIC SC9910 08/01/2001 Cancelled I S12,000.00 08/01/2001 #3 1 CBIC ISC9910 1 08/01/2000 08/01/2001 56,000.00 Pagel of 3 Z � Z �W 0 CO o co W J = F- N .W WO J U- Q. to = CY �W Z 1-0 Z F- W 5 U� O� 0 1.- W W. H 1-- tL O .. Z W U P = H O Z https:H fortress .wa.gov /liii/bbip /printer.aspx ?License= DOAKHI * 092NZ 02/10/2006 0 fAZASE DES!GN, Inc Reserves All LegoI Rights To Mote rioI On This Sheet — Subject To CriminoI Prosecution ELEVATION OENERAL NOTE6 H ar--f- NWMR OR ADDRESS TO M POSTED AND PLAINLY VI51ft-E FROM STREET FRONTING sTRLy TUZE CONTRACTOR TO CHECK AND VERIFY SOIL AND SLOPE CONDITIONS PRIOR TO CONSTRUCTION CRANE DESIGN SHALL 15E NOTIFIED OF ANY CHANGE PUE TO 6ONDITION5 ON SITE!! fOUNPAT ION 69ENERAL NOTES ALL FOUNDATION FLOOR JOIST To m ��" O.C. FOUNDATION VENTILATION 16"X8" FaMATION� VENTS = 96 Sq IN. 1201 Fr �� = 52. IN 2 ,I2 3 8 3 5 14 =1 VENTS Rw PROVIDE ( 1! ) Wxr VrNrS 16" )V' 6REENED FOUNDATION VENTS = g6 Sq IN. lAA N A W sw IN /jg =N A VMTS REQP PROVE ( N /A) WxW vw!s * 15RIPOINO NOT TO ExcZfP S' -d' OL :y y , Zia ,* ANCHOR DOLT W A SHER S , SMALL M . * ANCHOR DOLTS SHALL EXTEND 3 14" MIN. A15V. Df5L. OR SINGLE MASILLS FOR WASHERS & NUTS. * ALL INTERIOR POSTS @ CRAWL SPACE SHALL HAVE POSITIVE TOP & DOTTOM 6a*4ECTION. * ALL FOOTINGS ® PERIMETER OF FOUNDATION SHALL PE DACKFILLED. (UN o.) * CRAWL SPACE TO HAVE IS "44_4" MIN. CRAWL SPADE A * CRAWL SPACE& SLAD ® DASEMENT TO HN& 6 MIL. SLACK VISgF_EN VAPOR 15ARR!ER. * DIJltPER /C04FRAGTOR TO VER FY i L JP-,N. & DOOR KNOCKOUTS PRIOR TO CONSTRUCTION. * ANY FaWATION OPENING TO DE MIN. 8 " AWAY FROM ANY HI"OWN. * MIN. CLEARANCE FROM SOIL TO JOIST TO DE 18' 12" FROM PEW. II EN �PLN�► -ES II I LIVM AREA 1 W94 I" OOR: Leal Fr. Ta &- _ 2.074 FT: 0 -M-00R. 1 473 • Fr. ttrvtstm N/A • ff MOWER f LVM- N/A • Fr. &ABASE 420 • Ff. * ALL HEADERS TO 13E: 6x8 DF#2 (2x6 ST P WALLS) {Ux0.) OR 4x10 DF#2 (2x4 S TIP WALLS) (U.N ALL Off RIOR & OARA6E WARM WA 16 TO M 2x6 5TlP5_0N0.) CON KAGTOR SN.AI. - CtELK ANP VERIFY ALL PK04SION5 PRIOR TO CONSTRWTION. * 6F_E 5H�5 5--1 Tt1 WLM 54 FOR 6ON AND NALWO SPECIFICATIONS. • 60TERS & DOWN SPOUTS TO If PROVVW AS RD? 15Y CODE. • .41 POLTS MJST FX ENP 3/4" MIN AWE E DOWE OR StWAL MIW SILLS FOR WASHERS A %V NJrS: • OfERIOR DOORS TO HAVE. MAX. 7 314" 5Tt:P WITH CAIN. 36" DEEP LANDING • PrZOVIPE FIRE STOPS ® ALL 6ONCE&W PPA? OPEN • ALL 511OWER D. TO OPEN' OUT. I,= NOf SLIDdNIG, To ICE SAFETY E"55- • PROV 6x P05T OR 6" CON(,. CUZP TO PROTEC -T HOT WATER HEATER & FUZNACE FROM VE1WLES • 48" MIN. LAP 5PLKE @ PDL. TOP PLATE:. • SMOKE DETECTORS TO M MTALLED IN ALL 5LkWW ROW & AT A PONT 6EIN9MLY IlIWED IN A tIA.L OR AREA PWOM A6a% TO A 9d2F.Nb R.�OM ALONG WITH VU E- CU-01 LOCATED ON fLIL FLOORS, H.OT W;REP & iNTFRC•PvNECTED W/ SArMRY 15AGK -tP. • Et..EGTRIrAL OUTLET & L ?6hTiX6 LAYOUT PER O 4FR • FNS', C 6 iNSFA1rEP i` PRESFRVATIVEE I F!, (WOOD I St-A -L M HOF- DIPPED G- f_VA.NLZEP , irk -rO CPS+! Yr!a- H OWE -AN er"F.r 's4 NOA TRe? vTo c 't tt0+ o,1€ f AM :l Z:i.r 90R F4.Q iR I --ASE r ?4A, 1 I LAY FM '• : - i : OR0l?.NS i _ EfNERIAL N9 i t f I f_ &L PL.00Q .a(?iSI — , 0 r; ,R 'ES, @ :4,,, OL 1 2. UP IS,.l(fC'vG WT 00 EXIIalp W- ✓L. !� II 3 &L f.AM6 &WA! P•_A: E TO 1 s ROOT= PLAN GENERAL NOTES I TRUSS NOTES * Stull CARRY MANIF. STAW & of WT&" & WWW TO MAMA. SPECS + M4,5ES tiVLL NOT pE FEiP ALTERED WITHOUT PRIOR DULDYdC DEPT. APPROVAL OF DM4XR CA-66. * 6HALL HAVE DESIGN MTALS & DRAWM65 ON SITE FOR Ff D NSPECTfON. * ALL WDAMIS & MADERS TO DE 6 X S" OR BETTER UNO. * PROVIDE 'AMORTS. / ' p W � R � E � ENED �p D � OCK � RJ � 6 p OVER ATTIC VENTILATION ROOF NOTES= 1600 SQ. FT. *144 /300 = 765 Sq. IN. MATERIAL: 6 768 _ Sq. IN.xl.2 IN. REQ. 6:12 PROVIDE - SQ. IN. +/- LOW PIT 6H: PROVIDE 40 SQ. IN. +/- HIGH 2 NM Sq- FT. *144/300 = -N/ASq. IN. OVERHANG: AS NOTED N/A Sq. IN. x 1.2 = .N A Sq. IN. Rf_q /A FAc.�GIA: I x8�� R5. PROVIDE - W 6q. IN. +/- LO PROVIDE N/A 6q. IN. +/- H16H 6E6T ION THRIJ GENERAL NOTES W-rM TO FRAMING PLANS AND 6 51 THRU 54 FOR TYPICAL CONSTRUCTION ANP DETAILS. WEATHER PROTECTION LWER ROOF MATERIAL & EXTERIOR SIDING. TYPICAL IN UATION: (UNLE55 OTHERWISE NOTED) CEILING: R--38 2X12' VAULT: R - 30 WARM WALLS: R-21 FLOORS: R--30 WIND-OW SCHEDULE & GLAZING NOTICE: THE VRAWIN66 SET FORTH ON THIS SET OF DULDINO PLAWS AS WSTR ffFS OF SERVICE, ARE AND SHALL MMIN THE PROPERTY OF CRANE DE5t6N, INC. THE PLANS ARE COPYRIGHTED MATERIAL AND THEIR USE 15 LIMITED TO THE GONSTRWTION OF ONE 5TRCTURE WITHIN ONE YEAR OF PIBC -SE 15Y THE PU;V"SER ONLY FOR A SPECIFIC ftAP G SITE. ANY USE OF REUSE OF SAP WMNO PLANS 15 WRI "TRh5kg6 w D ESN, ING.IOLA WILL M IN FEDERAL COURT FOR GOP INFRIN61%ENNT WITH FINES UP TO 4 VIOLATORS WILL PAY ALL ATTORNEY FEES & 6"T 605T5 WRITTEN DIMENS}ON -' ON THESE DRAWINI65 SHALL HAVE PRECEPENCE OVER SCALED DINENSIONS. CONTRACTOR SHALL Ct & VERIFY ALL PIM0 AND 6ONDITION5 PERTAINING TO THE PRO.FGT PRIOR TO PROCEEDING TO THE CONr'TRUCTION PHASE. CRANE DE516N, INC. MUST M NOTIFIED Off ANY VARIATION FROM THE DINEN5IONs AND /0R CONDITIONS SHOM ON THESE DRAWINGS ANY 51" VARIATION O ALL. pE RESOLVED I5Y CRANE DE516N, INC. PRIOR TO PROCEEDING WITH THE WORK OR THE GONlfRAGTOR 511N1 AGGPPT FU1 f 15 LITY FOR 605T TO RECTIFY 5ME. IN THE NY LIA15LITY IS WOSED ON CRANE DE51EK INC., OUR LIA15Lff Y TO YOU OR ANY THIRD PARTY SHALL. NOT D ZEED THE PRICE PAID FOR CRANE DESIGN'S PRODUCT. SYMBOLS LEGEND ® REFER TO Ot ET S U F OR ALL NJvOERED REIlRNCES REFER TO W INDOW 56tfDILE ON THIS 5HEET FOR A1.L IERED REFERENCES REPFR TO SKEET 5-4 (IF P'ROVVED) FOR PANS NALM FEFERN(,E RR PEZSCRIPTIVE PAM IF NO EwNmiING is PRoww. &VSHE E PER CRANE DESM NU4VER PROVVW WALL LE6;EW 2)(6 WALLS 2X4 WALLS i i — Rte t� I NOTICE: THE VRAWIN66 SET FORTH ON THIS SET OF DULDINO PLAWS AS WSTR ffFS OF SERVICE, ARE AND SHALL MMIN THE PROPERTY OF CRANE DE5t6N, INC. THE PLANS ARE COPYRIGHTED MATERIAL AND THEIR USE 15 LIMITED TO THE GONSTRWTION OF ONE 5TRCTURE WITHIN ONE YEAR OF PIBC -SE 15Y THE PU;V"SER ONLY FOR A SPECIFIC ftAP G SITE. ANY USE OF REUSE OF SAP WMNO PLANS 15 WRI "TRh5kg6 w D ESN, ING.IOLA WILL M IN FEDERAL COURT FOR GOP INFRIN61%ENNT WITH FINES UP TO 4 VIOLATORS WILL PAY ALL ATTORNEY FEES & 6"T 605T5 WRITTEN DIMENS}ON -' ON THESE DRAWINI65 SHALL HAVE PRECEPENCE OVER SCALED DINENSIONS. CONTRACTOR SHALL Ct & VERIFY ALL PIM0 AND 6ONDITION5 PERTAINING TO THE PRO.FGT PRIOR TO PROCEEDING TO THE CONr'TRUCTION PHASE. CRANE DE516N, INC. MUST M NOTIFIED Off ANY VARIATION FROM THE DINEN5IONs AND /0R CONDITIONS SHOM ON THESE DRAWINGS ANY 51" VARIATION O ALL. pE RESOLVED I5Y CRANE DE516N, INC. PRIOR TO PROCEEDING WITH THE WORK OR THE GONlfRAGTOR 511N1 AGGPPT FU1 f 15 LITY FOR 605T TO RECTIFY 5ME. IN THE NY LIA15LITY IS WOSED ON CRANE DE51EK INC., OUR LIA15Lff Y TO YOU OR ANY THIRD PARTY SHALL. NOT D ZEED THE PRICE PAID FOR CRANE DESIGN'S PRODUCT. SYMBOLS LEGEND ® REFER TO Ot ET S U F OR ALL NJvOERED REIlRNCES REFER TO W INDOW 56tfDILE ON THIS 5HEET FOR A1.L IERED REFERENCES REPFR TO SKEET 5-4 (IF P'ROVVED) FOR PANS NALM FEFERN(,E RR PEZSCRIPTIVE PAM IF NO EwNmiING is PRoww. &VSHE E PER CRANE DESM NU4VER PROVVW WALL LE6;EW 2)(6 WALLS 2X4 WALLS i i — Rte t� 0 01 - FM %- !%t/I WW %II /J/F %/ /PI I.M. W 1 SFP.Aru 'E r:itmr ' REQUI .ED FOR: � Mec V C-as P mwan Pip . 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ALE Tc-: /+� AFCE ,l V-E0 Pf pAh i crd V)SOONH2:z Z %�:. :OR N . tI' ? ^'trs'o - -s ShC i! be G"eC[ed Ar-C. :er'`:ed Pr;ar — c :iL"str_c: C' .o R.ec rd- er Picrs 4 I 0 % ] I II t E r g M rw Mh 1 - al�P � OY Wk fit t° ki_ x $ I. �' N � r V Is Z elp z W O z O a� LL Cf) C r y 4 W s 4 Y / NO LE SHEET SHEET C PLAN NUM MR 070301 I 6 _Aj a 1 CRANE DESIGN. Inc. Reserves All LegoI Rights To Mot er ial On This Sheet — Subject To GriminoI Prosecution k REAR ELEVATION I /4 "" LL 7AFCQ- L ill AT Ar &--I L-- V I IN, 12 ✓.��1�J�i(i :� �! C A I PT- -ers : ons �"C; I l w'� k c- ✓r6 : {EC lr d a le' i f ; ed Pr o' To r:. :, or - 9 4 IRA i� I" x8" R.5. FA561 6" BEVEL 51DIN6 I" x4 "' R.S. TRIM I ., x 1a" R -s- f5ANJ %= - vve o Zeorde- P: --^s L '. "t I.i I . 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AVE. a IIOr (40) Of said drorMnps is "W"y �rowiblted wltheui the wrftsan porM ssion o Crane Desbn. >t,e. v rlseen dnensbns on � dravr+p sf+o how preaMdwnte aver scaled dmendoe+s. Contraasor shall varliy all Z dt~er+slons onavor comdtJons wtalnho to Vw work prior to ......�....., oroo..awq to !M eanstrvetlon o++ase. Crane bnv% Inc— muss br O shown an these drawkgR, and such varlaMons 0" be resolved by cram CRANE DESIGN,INC. �� ow �.. Coll rector � = - .Y for cwt a rqc Wy same LL, 4p ® N a �N h� r 0 GRME Pr516N, Inc. Reserves All Legal Rights To Mot r iol On This Sheet —Sub Ject To GrIminoI Prosecution . LN. Acv. - - -� - ----- - - - - -- A - - - -® - -- fP.j 2 - - - ------ ------ - - - - -- - - -- A - I ks jts;e- - - - -- A U 0 0 o i w NOOK MFG. CHAS 'PIREGT VENT' F/P .�. Ioo u�! INSTALL PER A - -- ; FAMILY ROOM 4-7�' !_ 42 741 4 4' ARCA AAUv. G H_ RAIL Ilk A4RGfiV1r Y 43 O _ _ _ Ifln'05 CRY a� PINING ROOM Z 690 A -- - - - - -- W-- -- sIM) +IS AFF ON PDL. 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P5L 13 /A• 7/6" 2 .0E PARALLAM P5L ■l A A N A A N r to Q A 7 M N 1 O O A O C4 ti N N 7 A ro M N C A A 1 O C� 3 0 O N ro A C O bt Tr* Mrasr+ps and ptae,s set Ior M an T M sMOet a $ kdrOlIM ,ss at' o - � � - 1 � .� f tion Wide Toll -Free 1-877- 642 -3675 FOR: of *w dmw �; w6 ��ec � t no,d pw-wa ►,.r.°,,..r,d for aow construetbn of a,. buildr,p Any use or reuse 1 oo sow dr wY,ps Is strlctl prahltted wwwwt th. w�llriw, p.rwl.aon > 0 . �e000 r,�ro. o va. a o� 425 6s6 -01f�9 M= dmrabm an *0 a� W ,Wu have ) ° pr ° ecedlnc. ' MmWd 0wralons, conerWW .hall v*- y all dw»ndons and/or corAM s perta" to the .ork wftr to Q procee�rnp to a,e aonstructla, phase. crGm Dada,. L Q Must be MW " C RANE DE SIGN INC. I =,&t D ~ hee an o• W ditvWog* O Ch o ar rv"v td by ns sn these draekgs, nd z�ud shalt resolv > �j 4 ! � ss hog a " respons"ty F°r c� b reetlly soave. r • CRANE WSI614, Inc- Reserves Al l Legal Rights To Mater ial On This Sheet —Subject To Criminal Prosecution EMEEMEE 3'x5' AK T A5 DROOM 2 OWN SHwR A :..•-• M. ATI� MASTER a _ DEDROOM A Ilovsv z o D — 00 .: 6 B{ --PASS � IIovSD IIovSD o LOFT W_ I .G. 6.�.. ® 4 BEDROOM - 5 H16 HERS FREE MFLi1 LINEN R 6 -- RBA -- VENT v ir � ATH Y E OPEN 1 0 5. - P 5 F05 A 6!BI -PASS s 0 O .� R I G I Iiovw _ .. h L 7 2i' I iZ I IJ cn Co DE.DROOM 4 Q � I � a — o D O W KOOM N G FLAT 6L6 LN -------------__------------------- Ib 16 16 i I MMSTA36 A I , I � i I � 4 STA i (S 4} -- V ---- - -- z FLOOR AN IZ 4 „ �;'r•enS - Snc! . to G Ard 're t T Pr'er To Ccrs:rL;ct;cn To Zeorder PIcns t 4 go CaID t,aoo nulm FEB _ 7 2006 r _1 Y 0Tt�,,. RECEPrED CA TY OF TU16 LA PERMIT CE . ER c .PYR, c-*-f7. C 2004 CRANE OE.SIGN, Inc. I 6 ° > E � lit 9.1 a I ~ �� a• � st7� O U_ N c� � � Z �w �4 w Z s O $ Y 0r5/o5 UPPER C�CvR 7 070301 A L • -AAA r Wo ft 6 AA 0 GRAPE PESM,Inc. Reserves All LegoI Rights To Mote rioI On This Sheet —Sub jec I To CriminoI Prosecut. ion %I FAA REAR ELEVATION I /4 " (REAR DECK OPTION #I) T-1 0N r<" 'Ea_" A 1 f- *�./.h. N6 A'! re *m ens *a -s 5 ! Se GheckeZ A ':er if -ec+ Pr , or To "nstr,;ct icy I I" x8"' R.S. FA661 6" M-VEL 6IPIN6 I " x4" Ra TRIM I" x I or' R.S. f5ANP A IjO I " x8" R.S. FA 61A 6" 15EVEL 6IPINC-7 I" x4" R.S. I ., x 10" R -S- f5AN To Reor%der ° c -s (WA: t# R10HT_ ELEVATION J " (REAR DECK OPTION #I) REVI IVED WR CODECOMPUNINCE FEB 2706 City Of Tukwila '01 � T ELEVATIGN _ ��„ PEGS O°7 10/N' #1) u � a� b o w 1 v . 4s 115 e 'a sit 4 ` 1 --]1 FIF000LVV 6E O IL to N LU Z �w � 0 Z V Z /os 0P T 1ONSp xi R�CEl E C+T" OI' V LA ;. -u s 0 .j :. - PEMT CE VSER 200 �C_R AN vES' N. 1C. V 9 uv mmOm 70301 A pl a AA r i � i ■11.■ T-1 0N r<" 'Ea_" A 1 f- *�./.h. N6 A'! re *m ens *a -s 5 ! 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VISQUEEN z 0 VAPOR BARRIER(BLACK) - `� 12' CLEAR BEAM TO EARTH 0 IS' CLEAR BOTTOM OF JOIST \ cA • . . '3' MIN TO EARTH o - • USE *4 DIA. (VERT.) 2 - *4 CONT. REBAR *4 GOVT R=BA CRAVE DESIC- N, Irc. Reserves All Legal Rights To Material On Thls Sheet - Subject To Criminal Prosecution MIN. 1 11(o' A.P.A. RATED RIM JOIST 2x6 STUDS SHEATHING — - 3/4' T 4G PLY. SHT. OR O.S.B. a 16 O.G. trod Q 12' O.G. R - 30 BATT INS, 16d is 8' O.C. FLOOR JOIST PER PLAN 10d * 6' O.C. MAX. (IF PLAN 15 ENGINEERED, 10d 10 4' O.C. ENGINEERING INFO TO SUPERCEDE.) 6 8d 0 ' O.C. EACH 1/2' DIA. x 10' A.B. W/ 1 /4' X 3' X 3' Sd a 4' C.C. MAX. (3 ROWS) WASHER 6 6' -0' MAX. O.C.4 BOLT (3 ROWS) SHALL BE NOT LESS THAN 1 BOLT WHERE BRICK 4' PEW. DRN. TILE DIAMETERS (3 -1/2') FROM CORNER VEN. - PROVIDE SET IN GRAVEL 4 NOT MORE THAN 12' FROM THE 5' LIP 6' UNDER ENDS OF EACH INDIVIDUAL GRADE FOUNDATION SILL PLATE, MIN. JOIST 71" EMBEDMENT GRADE 2x6' P.T. MUD SILL �,,•/ x 1 - *4 CONT REBAR FOR 9 = A / / \ \, REBAR 0 18' O.C. - 6' 3' 12' TYP. ONE 5TORY FOUNDATION R 19 16' O.C. (VERT.) 4' 8' 4 16' RIM JOIST 3/4' T 46 PLY. SHT. OR O.S.B. R -30 INS. / FLOOR JOIST PER PLAN (IF PLAN 15 ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) 5 /8 " DIA. x 10' AB. W /l /4 "X3'X3' WASHER * 4' -0' MAX. t BOLT SHALL BE NOT LESS THAN l BOLT DIAMETERS (4 -3/8 FROM CORNER 4 NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. EMBEDMENT 2x6' P.T. MUDSILL Z -- .(1) - 0 4 CONT. REBAR FOR EA. � 10' OF STEM WALL �— to MIL. VISQUEEN VAPOR BARRIER (BLACK) - ' MIN. ' - 0 4 CONT. REBAR TYP. TlUO STORY FOUNDATION 2x4 STUDS 0 16' O.C. (IF PLAN IS ENGINEERED, ENGINEERING: INFO TO SUPERCEDE.) 2x4' P.T. MUDSILL W/ 1/2' DIA. x 10' A.B. W/ l 44' x 3' X 3' WASHER 0 6' -0' o �c. 4 BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (3 -1/2 FROM CORNER 4 NO MORE THAN 12 FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, 4 MIN. 1' EMBEDMENT (1) - 0 4 CONT. FOR EA. 14' OF WALL . V// 4' CONC. SLAB OVER 4' GRAVEL FINISH (IF PLAN 18 ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) PT 2X6' PLATE W/ 5/8' DIA. ANCHOR BOLTS ( WASHER) 4 BOLT SHALL BE NOT LESS THAN l BOLT DIAMETERS (4 -3/8') FROM CORNER AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, N. 1' EMBEDMENT 4' CONC. SLAB OVER 4' COMPACTED FILL W/ 6x6 - W2.1 x WZ.1 W.W.M. IN SLAB. FILL W/ 6x6 W2.1 x W2.1 W.W.M. IN SLAB. GRADE . + Z f *4 VERT. REBAR 18' o.c. cA ` 3` MIN. 39 6' 38 (2)- *4 CONT. REBAR 4a 12 DOOR FRONTS WITH NOT LESS 1(0 THAN (2) 5/8 x 10' A.B. PLATES 0 SHEAR WALL OVER 2' WIDE TYP. GAR AGE GE FOUND AT f ON r6; HANDRAILS 1. HANDRAILS SHOULD NOT PROJECT MORE THAN 3 1/2' INTO THE REQUIRED STAIR WIDTH 4 SHOULD HAVE A PACE CE NOT LESS THAN 1 1/2' B THE WALL 4 THE HANDRAIL. 2. THE HANDGRIP PORTION OF HANDRAILS SHOULD NOT BE LESS THAN 1 1/4' OR MORE THAN 2' IN CROSS SECTIONAL DIMENSION. 3. HANDRAILS SHOULD HAVE THIER ENDS RETURNED OR SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. FIRE BLOCKING I. PROVIDE FIRE BLOCKING IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP 4 BOTTOM OF THE RUN 4 BETWEEN STUDS ALONG 4 IN LINE WITH THE RUN OF THE STAIRS IF THE WALL UNDER T STAIRS 15 UNFINISHED. FLOOR LINE . NOSE: ITIYI OPENINGS BETWEEEEN ILING -S SHALL CLG. LINE BE LESS THAN 4 TRIANGULAR OPENING -S FOF3"i BY THE RISER, TREAD, 4 BOTT ELEMENT OF A GUARDRAIL 0 STAIR SHALL BE LESS T HAN 6'. O IY, 4� W i - NDRAAIL X RAIL!NG 10' MIN. 2xi2 STRIERS NOT NG I TO EXCEED 24` O.C. T 5/8' TYPE 'X' G C X _ Q (2i LAYc; RS 5/8' T YFE 'X' G-.UJ B. IF STR1NiG SPACING: 16 MORE THAN t . 1 16' o-c. ( TAPE 4 FINI814: i . X I z 1 E 1E I I ` CLOSET CR STORAGE I ! I BE =CW STAIR 1 �t : '•C< PATE E E� f I� ' I I M A FLOOR L- , r ; f t I F r FLOOR JOIST z F DBL. JOIST ;9 LEDGER Z J� w (L ■ �vv.� vv■v■ PER P 7- YP_ WA L SEC 1 1 Oi I STS- # R 5-E-CTION ATTIC VENTILATION 1/150 OR 1/300 CF SPACE - SEE PLANS FOR ROOFING CCNST. SEE FRAMING PLAN 4 ELEVATION W/ MIN. 1116' APA RATED SHEATHING UNO W/ V -0' PANEL LENGTH PLACED PERP. TO DIRECTION OF FRAMING AND ALTEF44ATE PANEL END JOINTS BY STEM WALL HALF PANEL LENGTH NAILED 8d a 6'oc PERIMETER 4 ALL SUPPORTED PANEL EDGES 12'o c. a FIELD TYPICAL UNO W/15 FELT ABOVE - TYPICAL UNO. GRADE -\ FOAM AIR BAFFEL 1' SPACE TO EXTEND MIN. 12' ABOVE INSULATION. SIMPSON N1 HURRI TIES 0 2' -0' oc. 2x BIRD BLOCKS W/ SCREEN TOE NAIL W/ (2) 16d E.A. END TO TRUSS OR RAFTER TYP. 4 PROVIDE CONT. ROW OF ROOF SHEATHING NAILING- S fo'o.c. MAX. , No RS. CEDAR FASCIA W/ CONT. MTL. GUTTER DBL. TOP PLATE PLAN TYP S HEADER - PER PLAN WINDOW - PER PLAN EXT. WAR! 1 WALLS - 2x6 STUDS a 16'o c. y -. OVER R -21 BATT INSUL. W/ VAPOR BARRIER W/ MIN. 1/16' APA RATED SHEATHING- (SEE PLAN FOR NAILW-s 4 SIDING-) INST ALL BUILDING PAPER OR FELT BETWEEN SIDING- 4 WALL SI•- 'EATHI� 4G- TYPICAL - ALL EXTERIOR WALLS. 2x BOTTOM PLATE 2x Rii 1 jOI ST P.T. 2x SILL PLATE SEE 1/51 FOR TYPICAL POSITIVE F01;NDATIONN NOTES Z CCMECTi y NO TES - 1: L ALL EXT RT WALLS TO BE C-046TRR,ICTED No ACCCRDANCEE W/ T14E i 'II�L f:`ROVI5iCN5 PER 2003 IBC UNO ON Tt PLANS 4 AS SPECIFIED N MRi I4 R ON SHEET 63. t 2. - NT= WALLS TO BE 2x4 CONI S T TICN TYPICAL EXCEPT 9 F'LUM RING- 4 G-ARAG= SEPARATICK AI 01ters -.crs Sin i l Be Cry :i 1rd vim-; i cc� P' 0! T o Ccrs u.:c:�or- I L . T o Q.leorder �.a!s YSi'� X�4i -36 i • f ! .1 s L R -38 (THERMAX INSUL. W/ EQUIV. R - VALUE TO BE USED IN ATTICS WHERE CLEARANCE NOT AVAIL_ FOR BATT-) 1/2' GWB (TYP-) MIN. 23/32' T4G UN - DE1FRJ-AYMENT, URO. - GLUE 4 NAILING 00D 9 6 O.C. EDGES 4 BLOCKING, 10' O.C. FIELD - TYP.) I.D. 32/16 R -30 BATT MS. W/ V.B. R -30 BATT INSULATION OR. INSUL. PER S,:BMITTAL SUPPORT BEAM PER PLAN U5c ST22 14OR17- 10 8M. TO BM- SPICE. 2x6' CLEAT (EA. SIDE) OR SiMP.,ON MTL TIE (PC TYPE) 4x6' S:PPCRT POST FAR ESSURE TREATED.. OR ELEVATED MIN. 8' ASV. EA.RTI.4 '?0 FEELT POST BASE TYPE 4NC1 C-RAD= Avg M r .. MAW r Jb 0 kip I I 3 i Y �Yv��6� ff 11.9 M" fif s >r.wuV g 0.2 ooh6'0 16 g44 u Cn LJ in 06 CD LU IM= 0 z Q o v. >n M�o C # ticn= o p w X > &- do N%0 0 Q , 0 C>z Co Z 20 I.B.C. .6 i'IIL ViG ; EEN (B_AG< GAY) srlM ` si TYP. I E 4 BEAM D= ! A I 2' RIGID INSULATION (R -10) 24' MIN. (EXTRUDED POLYSTYRENE) 0 4 REBAR - NORIZ. 19 10' O.G. *4 REBAR g 16'o.c. (2) - *4 REBAR CONTINUOUS TYP_ BASEMENT SLAB (IF PLAN 15 ENGINEERED, ENGINEERING- INFO TO SUPERCEDE.) 2x6' P.T. MUDSILL W/ 5/8' DIA. g4'- 0'OC.W 1 1 /4 8 X3'X3' WASHER) 4 BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (4 -3/89 FROM CORNER AND NOT MORE THAN 12' FROM THE ENDS OF EACk INDIVIDUAL FOUNDATION SILL PLATE MIN. 1' EMBEDMENT (1) *4 CONT. FOR EACH 10' OF WALL THERMAL BREAK 4' CONC. SLAB OVER 4' GRAVEL FILL W/ 6x6 - W2.1 x W2.1 W.W.M. IN SLAB 8' 24' i. 4` 8` 4' - 16 ` ASEMENTSLAB 44 PILMM l'>`Ml T Gtit i E" ` cam, Clf'"'�Cr 2CO2 CfzA\. c R -10 RIG10 INS, 0 PERIMETER *4 VERT. a 16'o c. W/ ALT. HOCKS 2 - *4 GOVT. REBAR - - -- ---- R,E1iIE�IED FOR I CODE COM€ DANCE ,��oanusan 3 FEB - 7 205 OW Of TUMVila I of m CRANE DESIGN, Inc. Reserves All Legal Rig To Material Can This Sheet - Subject To Criminal Prosecution TOP PLATES FOUNDATION /RETAINWCz WALL 03' TO 4' -0' WIG-`; W/ POKY WALL) CCN i`i- 0 FADER OR 5 230 JOINT (P DR AS P ER PLAN) HEADER C.�+ %NEGTION' I SEE FL AN OR Si I (2) 2X6 i 6T &236 T:E 5r R A Pr i CEMITER. C I .:C;-NT i NAIL : ,:_L`'' xc 57;:.,,e_ s ,o • c -�. 435 C - PS s BATE ' "PICA_ E ,.;' ' _7 APA RATED i ,,;4E4 }-L NG N A!LE.D >3d 9 ALL E✓ ES BL CO<ED UX0. I �/�� . 2x6 SOLE � 1+' E T66 8 4 or,. v R711' CR FOONDA_1: EETAHL *A` MIN. 1116' APA RATED SHEATHING UN.O. W1 TYVEK, 30" FELT OR SIM. APPROVED VAPOR BARRIER OVER 2x6 STUD WALL SOLE PLATE NAILED W/ 16d 9 8' O.C. - STAGGERED, PROVIDE BLOCKING g RIM JOIST RIM t FLOOR JOISTS AS PER PLAN FLY. SPLICE SHOULD BREAK ON COMMON MEMBER 8d a 4' O.G. 10 SOLE PLATE, RIM JOIST 4 TOP PLATE DBL TOP PLATES 2x6 STUD WALL BATT INSULATION (TYP.) (IF PLAN IS ENGINEERED, ENGINEERING INFO SHALL SUPERCEDE) V4 3�X 0 5/8' x 10 A.B. 19 36' O.G. W/ ' WASHER (BOLT SHALL BE NOT LESS T AN I BOLT DIAMETERS (4 -3/8') FROM CORNER, AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE 2x6 P.T. D.F. MUDSILL -8dg8'OC. *4 REBAR CONT. HORIZ. 40 10'o.c. 0 4 VERT. 10 16 `o.c 2x6 FURRED WALL OR 2 X 4' STUDS W/ 2' AIR GAP BETWEEN STUDS 4 GONG. R -21 INSUL. 4' CONIC. SLAB W/ 6x6 - W2.1 x W2.1 W.W.M. ON 4' GRAVEL FILL. THE - m" IAL BREAK R -10 RIGID INSULATION 2 - 0 4 DIA. CONT. 3' UP - 3' IN I 'T_ I GARAGE DOOR DRIVEWAY PER CONTRACTOR. CONTINUOUS FOOTING -I DRAIN 2 0 4 CONT. REBAR HEADER - ---- -� TOP OF STEM WALL BEYOND PER PLAN 4' CONC. SLAB ON 4' COMPACTED FILL 1/2' # BOLT THRU LEDGER AND INTO THICKENED EDGE HEADER 0 3' IN FROM EACH END -- ------------ - - - - -- - - -- SLOPE 3' SUPPORT WALL 4 a a v VENEER BEYOND a a OPENING 0 4 a 16' o.c_ CONTINUOUS FOOTING PER PLAN 4' BRICK VENEER STEEL LEDER - L 6' x 3 112' x 5/16' A36 EXTEND 6' BEYOND OPENING TO BEAR ON VENEER E 10' CONC. STEM WALL, FOR 6 ' -0' OR LESS SPANS CAN USE: L 5'x 31/2'x 1/4' ----7 6' MINIMUM — -- -a DOOR OR WINDOW OPENING TYF. HEADER OPENING ENTRY GRADE BEAM AT GARAGE 5/8` DIA_ x 10'— BOLT * 36' O.C. W/ 2x4 P.T. 1" rUDSILL - 1 11- 12 ` 1 - 0 4 DIA. CONT. 3' UP NON - BEARING 5NE WALL F . 5/6' DIA. x 10' __ \ I I E AF. 9 48' OC_ I - 3 STORY 1 I I (WHERE PLYU;00D USE 5/8• D!A- x 10' 13OLT 19 32' D.G. I W1 2x4- P. T .:'UDSILL) ; t t2) - 0 4 VERT. TIED W/ *2 TIES * 8'o c. W/ ALTERNATE HOCKS SOLID GROUTED CO RE STEEL LEDGER TO REST ON BRICK IN MORTAR JOINT BRICK VENEER - ELEVATION VIEW %L ' _ • — �i /2 ~ 4' x 8' x 2' BRICK W3 GA_ WIRE TIES IN BED JOINTS t ACGROSS CORE 9 MAX. SPACING OF I PER 12' OF DIMENSION 114 EACH DIRECTION t 12 VERTICAL. TYP. BR ICK COLUMN AT ENT 2x6' STUDS NOT TO EXCEED 24' OC. 2 2x4' STUDS NOT TO EXCEED 16' O C. WALL TIES SHALL BE CORROSION RESISTANT, AND IF MADE OF SWEET METAL, SHALL HAVE A MIN. THICKNESS OF 0ld030 IN. (NO. 22 GALVANIZED SHEET GAGE) BY - 1/8' OR, IF OF WIRE, SHALL HAVE A MIN. DIA. OF 0.148 IN. (NO. S 51U GAGE). WALL TIES SHALL BE SPACED SO AS TO SUPPORT NOT MORE THAN 2 SQ. FT. OF WALL AREA BUT SHALL NOT BE MORE THAN 24' ON CZENTER HORIZ. WALL TIES SHALL HAVE A LIP OR HOCK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIC r'AVW_-- A DIA. OF 0.146 IN. (NO. 9 151. GAGE) OR EQUIV. THE JOINT REWFORG,=rIENT SHALL BE CONT. WITH BUTT SPLICES BETWEEN TIES PER 11TTIED. 15' FELT VAPOR B. SHALL BE APPLIED OVER THE SHEATHING-. AIR SPACE OF AT LEAST 1' SHALL BE MAINTAINED BETWEEN THE 5ACK9 AND THE VENEER. SPOT BEDDING- AT ALL TIES SHALL BE OF CEMENT MORTAR. 2x6 STUDS ! r6` OC. 6 3 STORY, 2x4 0 1 t 2 ISTORY 4' C ANC. SLAB OVER 4• GRAVEL FILL W/ 6X6 - W2.1 x W2.1 WUM. Ns SLAB •6 1•:IL. VISQUEE\1 W/ 1' SAND O`ER • LIVING - AREAS 2 - •4 DIA_3 8 UPA 2 OR 3' DOWN! SEAL WITH TRIM OR CAULK J— ttE�INE CQ�EC4 FL�H� 3/8' DIA_ WEEP HOLES 2' (1219) OC. l -11 o C ; 1-Lhv0 C� � •' L N a1N ! 20 1 11.10 5 * ^ M .S�pjtllgls r -.220 -l s a 4-11 PSO ft! FA -.4 JCC r Ovt w m-1 e g v -0 ag i N d fit oN;�" ° to g» vi � 4 6 op0o -sIv -,a .20on 00U CD UJ 06 Cn UJ 0 > o ti co ° � 0 N!o r-oo ON co CO T At a>< 5 I.. o oV �5 c ?� VIP o • r m �z cow z w DATE WEV.: 2003 IsBeC. = I` G w A" L ON SLAB WOOD JOIST SY STEM r GRAIL SPACE OR 5A,5EM>�!T • J j �' OR a s — S —= - 1. �. r-4 A%IS 3 Mii. I � 17" TO 'r9 i .Ci�C i 601 I l: n & 'w.S` -Grs f5 al: Be CrecKod ,<ka Vs_°od_f To Q e� . c� �� T[BP/d�3s8 -�2i S2 k; it %J-_- PLAN NUMBM �ii.h!! f E.rGr a tK CCP ."%WC9 - 122 f • f 15' NOTE: SOIL BACKFILL ON EXTERIOR SHALL A - Y VARY - NOT EXCEED A HEIGHT GREATER THAN SEE PLANS) 30' ABV. TOP OF SLAB AT INTERIOR FLOOR ELEV. UNLESS ENGINEERED WALL DETAILS PROVIDED. • • L -± I ' T 8\U LP •6 1•:IL. VISQUEE\1 W/ 1' SAND O`ER • LIVING - AREAS 2 - •4 DIA_3 8 UPA 2 OR 3' DOWN! SEAL WITH TRIM OR CAULK J— ttE�INE CQ�EC4 FL�H� 3/8' DIA_ WEEP HOLES 2' (1219) OC. l -11 o C ; 1-Lhv0 C� � •' L N a1N ! 20 1 11.10 5 * ^ M .S�pjtllgls r -.220 -l s a 4-11 PSO ft! FA -.4 JCC r Ovt w m-1 e g v -0 ag i N d fit oN;�" ° to g» vi � 4 6 op0o -sIv -,a .20on 00U CD UJ 06 Cn UJ 0 > o ti co ° � 0 N!o r-oo ON co CO T At a>< 5 I.. o oV �5 c ?� VIP o • r m �z cow z w DATE WEV.: 2003 IsBeC. = I` G w A" L ON SLAB WOOD JOIST SY STEM r GRAIL SPACE OR 5A,5EM>�!T • J j �' OR a s — S —= - 1. �. r-4 A%IS 3 Mii. I � 17" TO 'r9 i .Ci�C i 601 I l: n & 'w.S` -Grs f5 al: Be CrecKod ,<ka Vs_°od_f To Q e� . c� �� T[BP/d�3s8 -�2i S2 k; it %J-_- PLAN NUMBM �ii.h!! f E.rGr a tK CCP ."%WC9 - 122 f • f 15' NOTE: SOIL BACKFILL ON EXTERIOR SHALL A - Y VARY - NOT EXCEED A HEIGHT GREATER THAN SEE PLANS) 30' ABV. TOP OF SLAB AT INTERIOR FLOOR ELEV. UNLESS ENGINEERED WALL DETAILS PROVIDED. • • r CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet - Subject To CrlmMal Prosecution GENERAL NOTES: I. CRAWL SPACE VENTILATION, MINIMUM NET AREA, I SQ. FT. FOR EACH 150 3Q. FT. OF FLOOR AREA. OPENINGS TO BE PLACED AS CLOSE TO CORNERS AS PRACTICAL (MIN. 8' AWAY FROM ANY HOLD DOWN) AND SHALL PROVIDE CROSS VENTILATION ON AT LEAST TWO OPPOSITE SIDES. 2. CRAWL SPACE, UNOBSTRUCTED ACCESS, MIN. 18'x24'. 3. ATTIC VENTILATION, 1/150 OF ATTIC AREA OR 1/300 IF 1/2 15 IN SOFFIT AND in 15 3' ABOVE PLATE LINE. 4. ATTIC ACCESS MIN. 22'x30' WITH MIN. 30' HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE OPENING. 5. IN ROOMS NOT PROVIDED WITH AN OPERABLE WINDOW OF 1.5 SQ.FT. OR GREATER, A MECHANICAL VENTILATION SYSTEM, CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR, SHALL BE PROVIDED. 6. VENT DRYER, BATH FANS, AND RANGES /OVENS TO THE OUTSIDE. 1. GARAGE AND HOUSE OCCUPANCY SEPARATION MIN. 1 HR TAPED AND FINISHED. GARAGE AND BASEMENT SUPPORTS TO BE 1 HR. (5 /S' TYPE 'X' OR EQUAL) 6. TILE FOR SHOWER SHALL BE 6' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING. 9. ALL WATER CLOSETS TO HAVE 30' MIN CLEARANCE SIDE TO SIDE, 24' MIN. CLEARANCE 0 FRONT. 10. EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A MINIMUM NET CLEAR OPENING OF 51 SQ. FT. THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24' MIN., NET CLEAR OPENING WIDTH DIMENSION OF 20 BOTTOM OF OPENING SHALL NOT BE MORE THAN 44' ABOVE FLOOR 11. FIREPLACE CODE COMPLIANCE PER 2003 IRC AND LOCAL BUILDING DEPT. 12. HEARTH EXTENSIONS - HEARTH SHALL EXTEND AT LEAST 16' FROM THE FRONT OF, AND AT LEAST 8' BEYOND, EACH SIDE OF THE FIRE PLACE OPENING. WHERE THE FIREPLACE OPENING 15 Co 50. FT. OR LARGER, THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20' IN FRONT OF, AND AT LEAST 12' BEYOND, EACH SIDE OF THE FIREPLACE OPENING. GONG. OR MASON RY MUST NOT BE SUPPORTED ON WOOD FRAMING. 13. APPLIGAT!0N AND INSTALLATION OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE 2003 STATE OF WASHINGTON ENERGY CODE. 14. GLAZING IN COMPLIANCE WITH 2003 IRC d LOCAL BLDG DEPT. 15. GLAZING IN LOCATION SUBJECT TO HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN 24' OIL! EITHER SIDE OF A DOOR OPENING, GLAZING CLOSER THAN 18' TO A FLOOR, SHOWER DOORS, AND TUB ENCLOSURES SHALL BE EITHER TEMPERED GLASS, LAMINATED SAFETY GLASS, SHATTER RESISTANT PLASTIC, OR WIRE REINFORCED CLASS FOR SKYLIGHT. 16. SLIDING GLASS DOORS TO BE SAFETY GLAZING-, LAMINATED, OR TEMPERED GLASS. 11, SHOWER ENCLOSURES SHALL BE APPROVED WIRE REINFORCED, TEMPERED OR LAMINATED SAFET` GLASS OR SHATTER RESISTANT PLASTIC. 18. GLAZING- WITHIN 18' OF FLOOR OR LESS TO BE SAFETY GLASS. 19. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED 20. ALL EXTERIOR WOOD TO BE TREATED 21. THIS CF ICE ASSUMES NO RESPONSIBILITY AS TO TPE PHYSICAL CHARACTERISTICS OF THE SOIL, NOR DOES THIS OFF"CE VERIFY THE ACCURACY OF THE ENGINEERING DATA SUPPLIED BY OTHERS. WHERE SOIL APPEARS TO BE OF POOR QUALITY, A SOIL ENG. REPORT SHOU BE SUPPLIED BY CLIENT. CRANE DESIGN HAS TAKEN EVERY EFFORT TO ENSURE THE ACCURACY OF THE ATTACHED DRAWINGS, I' OIWEVER IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. 22. THE ATTACHED PLANS ARE THE PROPERTY OF CRANE DESIGN, INC. ANY REPROD UCTION OF TI -;ESE PLANS WILL VIOLATE COPYRIGHT LAWS. THE HOLDER OF THESE DRAWINGS ?-MT PAY A FEE FOR THE USE O= THE MATER!AL TI `.ER =1N OR BE SUBJECT TO LEGAL ACTIOIN BY CRAVE DESIGN INC. NOTE ENERGY NO T E5 F ER 2003 4W4-r4'NGTCN STS i c i ENERGY CODE: FROVIDE AND "INii lirl ADDED INiSUL AT:'ON LEVEL OF R -38 0 CEILINGS R -21 Q ALL WALLS EXPOSED TC UNI-!EA T ED SPACES R -30 FLOORS OVER UN4EATED SPACES R -!O AT SLAB PERIMETER, iNSTALL ED POR1Z %VITALLY 24' UNDER SLAB, OVEN CONCISEETE FLCCR5 ARE U ITWIN 12' CF GRADE. .".__ OFENI FN - AND JO!N T S IN EXTERIOR W ALL -50 5"'ALL BE CL %0E CAi1_4D CR BA THER STR!PFED AT L'M4T AR, LEA<A '-E. , A- ----RO%rD v: POR. BARRIER SO :AE ! BE FR ✓--E:L ' 'NSTALLEZ" � RG�.r: , :; ENCLOSED RAC' + ER 5= ,'.G. =S, =CR1"►cD !!,A- -ERE CE!LNN&S ARE AF. 1 -1E D D.RECT_" TG T L= i:-= RSIDE CFI R.0 . AF EFIR6, ALSO Iii EXT =R!OR MALLS. ^E D .o ?`'i- B' AG< VISQUEEN GFZCLNE� Cov-=" _,:. --. i' -G AND XT DED Up +G 0� \:^.:�`0�► u;A:.._ (RE0i: :RED AT A_L C I �_ S=:.CES). S�►ALL BE rROVtDED '.1,;" T:.r. -.= LY F :: i I G FLUE 04` :* =_R5. L. ; E 1 ",4�i::1�L CR AUT, 0 CON E .ROLLS ...RS 5-JALL PAVE A FLO:,',i CONTROL DEVICE TO Lie li : FLOX TO A MAX. OF 2.5 C-Ppl" PER �..E ^'R' 1 Ain . 4`ATER6 ARE RE-OL11 TO BE LABEL ED AS COMIFLYM W/ NAECA 1°81 ELECTRIC i 3 t CR PEAT , LOCATED tai 1:1N" - =A T ED SPACES SUCP AS GARAGES TO BE Ni STALLED GN AJN iCGI`:;-- 55[BLE INSULAT[ON S 1` INN . OF i8' ABOVE FLOOR, G -AS CR ELEC. (R -IO 5TRUCTURAL NOTE6: I. DESIGN LOADS (VERIFY SNOW LOAD PER AAA) A. ROOF LIVE LOAD 25 PSF (TOTAL LOAD 3 PSFXW/TILE 45 PSF) B. FLOOR LIVE LOAD 40 PSF (TOTAL LOAD 50 PSF) C. SEISMIC DESIGN CATEGORY 02 U.N.O. BY ENG. D. WIND LOAD 22 PSF E. SOIL BEARING CAPACITY 2000 PSF ASSUMED. SOIL REPORT REQ'D ON ANY QUESTIONABLE SOIL. (1200 DEFAULT FOR CITY OF KENT) 2. FOUNDATIONS A. ASSUMED MAX SOIL BEARING CAPACITY 2000 PSF UNDISTURBED CWT. (1200 FOR CITY OF KENT) B. POUR FOUNDATIONS ONLY ON UNDISTURBED SOIL. (VERIFY) C. UNDER FLOOR SLABS COMPACT FILL TO 95% MMO. 3. CONCRETE A. FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL BE EQUAL TO (3000 PSI). MAXIMUM WATER TO CEMENT RATIO, 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND 6 -3/4 GALLONS WATER PER 94 LB. SACK OF CEMENT- 3000 PSI ASSUMED COMPRESSIVE STRENGTH AT 26 DAYS WITH AIR ENTRAINMENT IN ACCORDANCE WITH TABLE 402.2 IRC B. MINIMUM COVERAGE OF STEEL, 3' BOTTOM, 2' SIDES, 1 -1/2' WALLS. FOR SOIL, SEE CODE WHERE SOIL NO PROBLEM. C. EQUIVALENT FLUID PRESSURE, MIN. 35" PER CUBIC FOOT 4. REINFORCING STEEL A. ALL REINFORCING STEEL SHALL BE DEFORMED, GRADE 60 BARS ASTM A615 -WITH DETAILING, FABRICATION AND PLACEMENT PER IBC 2003 AND ACI -318 13. SPLICES, WHERE LOCATED AND APPROVED SHALL BE A MINIMUM OF 12 INCHES (3000 PSI) OR 30 BAR DIAMETER C. ALL REINFORCING SHALL BE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SHALL BE ASTM -A185. A. PER 2003 IRC B. HEADERS%5EAM5 - SEE PLANS FOR ALL 51ZES AND SPECIES. C. SEE PLANS FOR PLYWOOD. 6. STRUCTURAL STEEL "o . ALL STRUCTURAL STEEL 514ALL BE ASTM A36, NEW, CLEAN AND FREE OF RUST. PIPE COL. SHALL BE ASTM a53, GRADE B OR ASOL, A36 STEEL. (ALSC.) 1. STRUCTURAL FRAMING- A. FRAMING TO BE IN COMPLIANCE WITH 2003 IRC B. PROVIDE NAILING IN ACCORDANCE WITH 2003 IRC NOTE: STRUCTURAL ENa SPECS TAKE PRECEDENCE OVER MIN. NAILING- SCHEDULE AND OTHER GENERAL SPECS. C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND BEARING- PARTITIONS. D. PROVIDE BRIDGING OR BLOCKING AT MID -SPAN OF ALL SPANS OVER 10 FEET. E. USE APPROVED JOIST HANGERS MERE REQUIRED. F. ROOF TRUSSES: SIZES TO BE VERIFIED, DETAILED AND FABRICATED BY TRUSS MANUFACTURE INSTALLATION AND BRIDGING SHALL BE PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. ALL TRUSSES DESIGNED MUST BE STAMPED BY LIC. WA. STATE P.E. CARE MUST BE TAKEN DURING- ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WIT14 BUILDING MAT. 4 TO ADEQUATELY BRACE TRUSSES. 8. STUD WALLS A. USE 2x6 HF*2 STUDS AT 16 O.C. (24' O.C. MAX.) PER 2003 IRC W/ 2x4' CONSTRUCTION, SPACING• NOT TO EXCEED 16' O.C. W/ THREE STORY STRUCTURE 2x6' STUDS MUST BE USED � LCU�5T LEVEL W/ SPACING NOT TO EXCEED 16' O.C. B. DOUBLE TOP PLATES SHALL HAVE JOINTS STAGGERED NOT LESS THAN 4 FEET. MIN. NAILING OF 8 -16d s 48' MIN. LAPS 0 EACH SIDE OF JOINT W/16d. S 12' O.C_ BE T UEE\I PLATES FOR EXT. t INT. LONG WALL (2 4 3 STORY BLDG-.)_ FcGGrING- A. APPLY ROOFING- IN ACCORDANCE WITH 2003 IRG B. PRO` -ADE ATTIC VENTILATION AS INDICATED CN ROOF F RAMING ING- PLANS. FLOOR DIAP i-IRAta`'I: I"IINIi `l 19/32' THICK lES5 APA RATED T0NG1E 4 GROOVE SHEATHINS WITH i0d NAILS $ o' OTC_ AT SUPPORTED SHEATHING- PANEL EDGES AND 10' G.G. AT INTERMEDIATE Fl - 411 cR . ERS (SEE ARCH. PLANS AND / OR GENERAL NOTE- FOR REQ'S.). iFEG F (CAT I ON5: 92iC. E AND STEEL SPECIFICATIGNS- L USE 3JO00 PSI CONCETE SPECS AT 28 DAYS. 2. U5= ASS, AG-iS - oB CR EQ�lAL G -RADE 40 RE3AR _1 PPED -.1 I"i1N_ AT 5P'1- CCR,VER t NTE w E CT!CNIS. FOR "1WIFAGTaIRED ROOF OR FLOOR TEES INCL UC* GIRDER T DES. ETCH 1 R.1SS Z!AA� =ACTT REQ 54AL L PROVIDE ALL DES-'C-,N AND c• ' -hEERF ' - WITH WAS'- ' T GV 6 . c a AMP CN DE SIGNS UURi ' - ERECTION OF TRUSSES, THE BUILDER fSPA.LL T A<E CARE TO A.DE= - ATE_Y BRACE • . ai 41 ALSO NO. TO OVERLOAD TPEM WITH H E X CESS BUILD1tiG MATERIA =5. ,+r1ac"�r:.G CQ �iC .,i; .�sars crs SraZi .°•e Cvw� :rxs v.-I sd FK ! TO Com:r, Eat v. To Reporde Mae* VS"ZAO -5 i 03'° a N loth 1141, Nflwrn W. Isiuml Y uo..c 0 r M� �� C a� k �� = t '0 6 523 40 40 c = ss Vr ' 4 s a g;$gs get! �NO oo $ H . J Q W O CD w Fm O z a U a > 15� � l~ C* T -5 18 IZ: aav r z11 as Cu- U. 4 °f a o 5 4 b I.- o Iva ' c 0 ozCL Z TAB 2003 I.B.C. S3 PILM NIPABM Ll _f ODES j %mr.. e e� i4 Ri Ijl �ji11 /� .9 r � a T !O T}11 I - A V f it li P��.Mt i LtN � to •�G- r 0 CRANE DESIGN, irc. Reserves All Legal Rights To Material Gin 'this Sheet - Subject To Criminal Prosecution FAS'CENER SCHEDULE FOR STR UCTURAL MEMBERS DESCRIPTION OF BUILDING ELEMENTS NUMBER a TYPE OF FASTENER' SPACING OF FASTENERS Joist to sill or girder, toenail 3_8d Edges (inches)` intermediate supports , 1'X6' sub floor or less to each joist, face nail 2_8d 2 staples, P /4 (inches) 2' subfloor to joist or girder, blind and face nail 2 -16d 5/16' -112' Sole plate to joist or blocking, face nail 16d 16' oz. Top plate/Sole plate to stud, end nail 2 -16d 1 Stud to sole plate, toe nail 3 -Sd or 2 -16d Double studs, face nail 10d 24' oz. Double top plates, face nail ioci 24' oz. Sole plate to joist or blocking, at braced wall panels 3 -Trod 16' oz. Double top plates, minimum 24 -inch offset of end joist, face nail In lapped area 8 -16d 1/2' recular cellulosic 510dr, between joists or rafters to top plate, toenail 3 -Sd 6 Rim joist to top plate, toe nail ad 6 oz. Top plates, laps at corner and intersections, face nail 2 -10d sianle I 6e�a., 1 1/2' !cng Built up header, two pieces with i /z' spacer trod 16' oz. along each edge Continued header, two pieces 16d 16' oz. along each edge Ceiling joists to plate, toe nail 3 -8d s :Sp a 16Ca., 1 1/2' lor Continuous header to stud, toe nail 4 -8d Ceiling joist, laps over partitions face nail 3 - 10d 25/32' structural cei!::lcsic'.1 3/4' galvanized roofing Ceiling joists to parallel rafters, face nail 3 -10d r; e*co si hire I to is 8a cOM-On ra +1 Rafter to plate, toenail 2-16d 1 staple !roga., ! 3/4' !Ono I' brace to each stud and plate, face nail 2 -8d 2 staples I 1' x 6' sheathing to each bearing, face nail 2_8d 2 staples P/ =12' a4.osi: - r areatr:no i ' ?r1' galvanized rco*'r 1' x 8' sheathing to each bearing, face nal.l 2-ad 3 staples PTV r E Wider than 1' x 8' sheathing to each bearing, face nail 3_gd 4 staples 13� ' i stai acai a zed� 1/2' Built -up corner studs !0d 24' oz. Built -up girders and beams, 2 -inch lumber layers 10d Nall each lager as follows: 32' oz. 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, va l ley or hip rafters: toe nail Face nail 4 -irod 3 -16d Rafter ties to rafters, face 3 -ad �tap:es VQ i Vo�l l ZSd, i "�' /8 5&-aa ee G00fied ,'.ro ve ri ?'e0 °r'cr. To CtCebtr.c:rcr, i For 51:1 inch = 25A mm, 1 foot = 304.8 mm, I mile per hour 1.609 km/h a. All nails are smooth- common, box or deformed shanks except where otherwise stated. Nails used for framing nd sheathing 1. DRYER MOISTURE EXHAUST DUCT connections shall have minimum average bending wi strength as shown: 80 ksi (551 MPa) for shank diameter of 0.192 Inch SHALL NOT EXCEED A TOTAL OF (20d common nail), 90 ksi (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.111 inch, and 100 ksi COMBINED HORIZONTAL AND VERT- (689 MPa) for shank diameters of 0.142 inch or less. ± IGAL EFFECTIVE LENGTH OF 14' - 0 ' . b. Staples are 16 gage wire and have a minimum 1/16 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. 8. MASONRY FIREPLACES SHOULD d. Four -foot- -8 -foot or 4-foot-b9-'B- p anels shall be ap verticalt . BE PROVIDED WITH A TIGHTLY y - p pp y FITTING FLUE DAMPER AND A e. Spacing of fasteners not Included In this table shall be based on Table R6023(2). READILY ACCESSIBLE MANUAL f. For reciions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for attaching plywood and CONTROL. AN OUTSIDE SOURCE wood structural panel roof sheathing to framing within minimum 48 -inch distance from gable end walls, if mean roof height is OF COMBUSTION AiR SHOULD BE more than 25 feet, up to 35 feet maximum. PROVIDED UliTi -I A DUCT OF 4 SQ. g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable INCHES MINIMUM AREA AND REA- end wail framing shall be spaced 6 inches on center. When basic wind speed is greater than mph, nails for attaching DILY OPERABLE DAMPER K__avq__a gnu �dav91Z, gnu w01101 GAWK -A -r 6rIS.A=0 vrr WIMAWau 11au5191J. h. G ypsum sheathing shall conform to ASTM C 19 and shall be installed in accordance with GA 253. Fiberboard sheathing shall 9. WATER HEATERS LOCATED IN THE conform to either AHA 194.1 or ASTM C 208 RE R LO A D FLOOR 1. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported bg framing members and at all TO GARAGE INSTALLED OF UNHEATED F O R floor perimeters only. S acing of fasteners on roof sheathing panel edges applies to panel edges supported bg framing members and at all roof plane perimeters. Blocking of roof or floor sheathing panel edges perpendicular to the framing SSIBLE INSULATION. 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. 10. HOT AND COLD WATER HEATER PIPES IN THE GARAGE SHOULD BE MECH ANICAL INSULATED WITH MINIMUM R -3 iNSUL. GENERAL WITH A FLAME SPREAD OF 25 OR SOLiD FUEL BURNING APPLIANCES LESS. Solid fuel burning appl ia nces include airtight stoves, fire places stoves, room I. PILOTS, BURNER, HEATING ELEMENTS 11. THE SHOWER SURROUNDS ARE TO t SWITCHES OF THE FURNACE AND H.W. BE A SMOOTH, HARD AND NON - heaters /f €replaces stoves, factory -built fireplaces, and fireplace Inserts. SHOULD BE A MINIMUM OF 18' ABOVE ABSORBENT SURFACE NOT LESS Unless otherwise adopted by King County, all solid fuel burning appliances THE GARAGE FLOOR THESE SHOULD THAN 10' ABOVE THE DRAIN INLET. shall comply with 2003 IRC HEATING Each dwelling unit shall be provided with heating facilities capable of maintaining 10*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 therma 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 onlu 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 bcj the Building Official. Heat €nq and cooling equipment located in a garage and which generates a glow, spark or flame capable of igniting flarrnnable vapors shall be installed with the pilots and burners or heating elements and switches at least 16' above the floor level. Fire dampers need not be installed in air ducts passing throb h the wall, floor, or ceiling separating a res►dence ( Gxoup R, Division 3 occupancy) from a garage (Group U, Division I occupancu )provided such ducts within the garage are con- structed of steel having a thickness not less than 0.019 inch (No, 26 Galvanized sheet gauges zrd Have r oper:irgs int the oarags. Warm -air furnace installations in attics or crawl spaces shall comply with. 2003 IRC Every appl iance Corue - , rar!ae, etc.) desicr�d to ce vented s^a ll be ccit^�:ected to a ventina suste:rl. Everu iactoru built chr eu, Tupe L vent, T!i9e 3 gas vent or Tc:oe EW gas vent si^ be inst alled in acco r darce with 0 terms of its listiro., mart.t:facturQ's inst- v Vert CC1" °Gt'sCrs shall be :rtsta l ls6 W ;CK. 7 the s oacie or area : n which. the appi is Iccatso ar:G sra:i be corrected to o cri: -�leu or • .-ent in such a rawer as to C!eararc-_ to c0 eU5tib:e5_ v ALSO BE PROTECTED AGAINST ANY VEHICULAR COLLISION. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WiTH A NIGHT LIGHT, DEAD BOLT, OR SECURITY Cl -4AIN MOUNTED AT A HEIGHT OF 48' MAXIMUM ABOVE FINISHED FLOOR. 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHOULD BE PRESSURE TREATED WOOD AND BRANDED BY AN APPROVED AGENCY. 4. LiVING ROOM CEILING 15 24' ABOVE HALLWAY UA11CW LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WILL BE INSTALLED AT THE HiG POINT. 5. RECESSED LIGHTING FIXTURES SHOULD BE I.C. RATED AND ENCLOSURE LINED WITH A 1/2' G %W.B. TAPE AND FINISH. 6. ALL DUCTS, PLENUMS, AND ENCL- 05URE THROUG -14 OR ALONG UN- HEATED SPACE51INCLUDiNG- THOSE FROM GARAGE INSTALLATIONS), SHOULD BE THER'1ALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AIR. • e ar ' e - r r tort.- ad° ....�.:ct s�., �e!-s ... a 1 ' � �c , .., o - c�eta c �c� :.: witki 2003 IRC v a� I�G:Ca eG : ..S 5..+oifts ar6 sea-is S!'a:l Ce s stantiaiiu ai rtfoi - n., ( far d;Cots) (=cat, Ova!, and rood ck.:c:s% v C_ installation or' d4c:s sha!i co.rplu wi0 2003 :Rv D. Ct:ct ir wu!av on sra!t be fristalled in acco -darce „;it%' 2003 UiSEC. To Qeo►dW P'a►s YWO.SAS -B42 •. i �' - r d- U S r 'a rc1� .�s• cc . • 1� F � 12. GYPSUM WALL BOARD BACKING USED FOR TUB OF SHOWER ENCL- OSURES SHOULD BE OF A WATER RESISTANT MATERIAL. DO NOT INSTALL OVER VAPOR BARRIER ON WALLS OR ON THE CEILING. 13. AiR DUCTS PASSING THROUGH GARAGE WALLS, FLOOR OR CEILING ARE TO BE NO. 26 GALVANIZED STEEL WITH NO OPENINGS INTO THE GARAGE. 14. LANDING -S OUTSIDE TO BE NO MORE THAN 1' BELOW THE THRESHOLD. 15. INTERMEDIATE RAILS TO BE NO MORE THAN 4' APART. 16. STAIR HANDRAILS AND HAND GRIPS ARE TO HAVE II /4' TO 2' CROSS SECTIONALS AND RETUM TO WALL. (CONTINUOUS) 11. 5/8' TYPE 'X' G.W.B. UNDER ALL Stair WELLS AND DOUBLE LAYER iF STRiNG-ER SPACING 18 MORE THAN 16'o c. 18. WATER HEAT ER SHALL BE SEI&MIC ALLY STRAPPED AT A POINT WITHIN THE UPPER 1 /3RD AND THE LOWER 1 /3RD OF ITS VERTICAL DIMENSION_ THE LOWER STRAP SHALL BE NOT LESS THAN 4 INCHES ABOVE THE CONTROLS. 4. WOOD SHINGLE OR SHAKE TO BE INSTALLED PER 2003 iRC 5. ASPHALT SHINGLE (COMP) TO BE INSTALLED PER 2003 IRC 6. 22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPARATE ATTIC AREA WITH NO LESS THAN 30' FOR HEADROOM. ATTIC ACCESS DR TO HAVE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED. HARDWARE TO PROVIDE TIGHT CLOSURE. 1. TRUSSES TO BE DESIGNED AND STAMPED BY A WASHINGTON STATE STRUCTURAL ENGINEER CALCULATIONS ARE TO BE SUBM- ITTED FOR CODE COMPLIANCE PRIOR TO FABRICATION OR PER - MI ISSUANCE. 8. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE MAIN GIRDER TRUSS. TRUSS MANUFACTURER TO PRO- VIDE TYPE. 9. NONBEARING WALLS SHOULD BE HELD DOUN FROM THE TRUSS TO BOTTOM CHORD WiTH AN APPR- OVED FASTENER TO INSURE TR,1SS BOTTOM CHORD WILL NOT BEAR ON NONBEARING WALL. 10. ROOF TO BE ANCHORED TO RE - SIST NET WIND UPLIFT LOADS. USE SIMPSON 1 141' ANCHORS. 11. TRUSSES WILL NOT BE FIELD ALT- ERED WITHOUT PRIOR BUILDI DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12. TRUSSES SHALL HAVE DETAILS AND DRAWINGS ON SITE FOR FIELD INSPECTION. 13. PROVIDE SCREENED BLOCKING OVER SUPPORTS. 14. SHADED AREAS = FRAME OVER WITH 2x6 RAFTERS is 24'o.c. U.N.O. SPANS EXCEEDING 10 - 3' FRAME OVER W/ 2x8' 19 24' O.C. FOUND AT I ON: GALVANIZED METAL FLASHING - TO BE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST, 2. CONCRETE PIER PADS SHOULD PROJECT A T LEAST 8' ABOVE GROUND Lq*4LESS PRESSURE TREATED MATERIALS ARE USED. 19. WINDOW MANUFACTURER TO PRO- VIDE PORT HOLES IN EACH WINDOW IN EACH HABITABLE R001. 20. WATER HEATER PRESSURE RELIEF VALVE TO DRANN! BY GRAVITY TO EXTERIOR 21_ ALL SAFETY GLAZlLfs SHALL BE PER'1ANENTLY LABELED DESi6- 2NATING- THE TYPE AIND T!14 IGG\IErS G G -LA✓S AND THE SAFETY GLAZING STAN DARD WITH U.' -ilCl4 IT COi`'IPLIES ROOt- 1. ATTIC VE`ITILATION AS PER 2003 IRC SEE VENT ILA TICN'S CALC;:LATiONS PROVID 2_ VENT OPE"Ii ' - 5 SH ALL BE COvE RED W CORROSION GPE�I'�iGs OF i14 SQ. N t ' ' Dl` sENSION_ 3. ROOF VAL LE '1'5 TO PAVIE 2S G-A,'GE GALV ANIZED FLAS-`: rG-. 6ECT IONS. 1. ALL EXPOSED INSULATION MATER - AILS INCLUDING- FACING SUCH AS VAPOR BARZRiERS OR WEATHERED PAPER SHOULD !~AVE FLAME SPREAD <�r`'t' . E DE -LOPED RAT � ' - 5'rOM ON 25/450 OR LESS. NO f t=: ALL KFORMA T ION PROVIDED ON THIS SHEET 1!5 a' E R Tr =E 2003 IRC VE - R3i-Y L OCAS CODES i;= CONS I IFZiC T I&N IS I OTHER ! PAN WA. So. l E. CITY OF 1 Ur siLA PM UT CENTER C0=r_. .'f+_ 200 OR4 DES :4GN Ne. �]� I fi M P o M4- 1 11 45 6 i$> �� h :p°4P $ a -alJ i f u f lit it OO N � `��F �� g 41� gg i< t IMO ooiskg § U) J Q F W O w F- O Z a U a 0 U. 40 C? Von C20 O D; N ft Ch mr t r oan Z. v T � � > u. a N Ho .�_ °o S 3C VM c . o r oa � �Y Z TAE 2003 I.B.C. u �J SPACING- OF FASTENERS DESCRIPTION CF BUILDING MATERIALS DESCRIPTiON OF i FASTENERbcd'' Edges (inches)` intermediate supports , (inches) Wood structural panels, subfioor, roof and wall sheathing to framing, I l and particleboard wall sl^ea thir. to framing 5/16' -112' rod common nail 6 12 (sub floor, wall) 1 8d ccrsmcn nail (roof) led common na il 6 12 cortmor nail or 6 12 1 10d i 8d deformed nail Other wali sh,eathiei 1/2' recular cellulosic i 1/2' galvanized roofina I 3 6 f!cerb sheathin twi 6c1 ccrrmcr. nail " sianle I 6e�a., 1 1/2' !cng l W - R* structtxai ceiiuiosic i na ii i if' caivanized roofing 3 6 f 1 Ce.'COofQ shea thino &e ceT4Tief i nail: s :Sp a 16Ca., 1 1/2' lor 25/32' structural cei!::lcsic'.1 3/4' galvanized roofing 3 6 r; e*co si hire I to is 8a cOM-On ra +1 1 staple !roga., ! 3/4' !Ono =12' a4.osi: - r areatr:no i ' ?r1' galvanized rco*'r 4 8 r E i stai acai a zed� 1/2' ' ( f 3i4' oa:var:zeo rccir 4 ! 8 �tap:es VQ i Vo�l l ZSd, i "�' /8 g :Erg: i 5/8' scre.:s, i ?Tt�et'�crs . i i �i:�CCO 5 ►l.:G::: ci �c!c°.5 GG!�O�fc:iCr S;�b %Xderic:..".e9'� t0 r�ram:ra 3/4' aro 'sss 66 oei'crred rail Or Ed ! fc l iA � co -orc!: r-a : i ` 8a cc--_ -Cr. ra or 86 i 6 12 � Gsrer" -°o ra €1 t i 118' -i :I4` I ;06 cc -rjrcn Rai! or 8d 6 12 I ds=o^-eo rail 5&-aa ee G00fied ,'.ro ve ri ?'e0 °r'cr. To CtCebtr.c:rcr, i For 51:1 inch = 25A mm, 1 foot = 304.8 mm, I mile per hour 1.609 km/h a. All nails are smooth- common, box or deformed shanks except where otherwise stated. Nails used for framing nd sheathing 1. DRYER MOISTURE EXHAUST DUCT connections shall have minimum average bending wi strength as shown: 80 ksi (551 MPa) for shank diameter of 0.192 Inch SHALL NOT EXCEED A TOTAL OF (20d common nail), 90 ksi (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.111 inch, and 100 ksi COMBINED HORIZONTAL AND VERT- (689 MPa) for shank diameters of 0.142 inch or less. ± IGAL EFFECTIVE LENGTH OF 14' - 0 ' . b. Staples are 16 gage wire and have a minimum 1/16 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. 8. MASONRY FIREPLACES SHOULD d. Four -foot- -8 -foot or 4-foot-b9-'B- p anels shall be ap verticalt . BE PROVIDED WITH A TIGHTLY y - p pp y FITTING FLUE DAMPER AND A e. Spacing of fasteners not Included In this table shall be based on Table R6023(2). READILY ACCESSIBLE MANUAL f. For reciions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for attaching plywood and CONTROL. AN OUTSIDE SOURCE wood structural panel roof sheathing to framing within minimum 48 -inch distance from gable end walls, if mean roof height is OF COMBUSTION AiR SHOULD BE more than 25 feet, up to 35 feet maximum. PROVIDED UliTi -I A DUCT OF 4 SQ. g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable INCHES MINIMUM AREA AND REA- end wail framing shall be spaced 6 inches on center. When basic wind speed is greater than mph, nails for attaching DILY OPERABLE DAMPER K__avq__a gnu �dav91Z, gnu w01101 GAWK -A -r 6rIS.A=0 vrr WIMAWau 11au5191J. h. G ypsum sheathing shall conform to ASTM C 19 and shall be installed in accordance with GA 253. Fiberboard sheathing shall 9. WATER HEATERS LOCATED IN THE conform to either AHA 194.1 or ASTM C 208 RE R LO A D FLOOR 1. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported bg framing members and at all TO GARAGE INSTALLED OF UNHEATED F O R floor perimeters only. S acing of fasteners on roof sheathing panel edges applies to panel edges supported bg framing members and at all roof plane perimeters. Blocking of roof or floor sheathing panel edges perpendicular to the framing SSIBLE INSULATION. 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. 10. HOT AND COLD WATER HEATER PIPES IN THE GARAGE SHOULD BE MECH ANICAL INSULATED WITH MINIMUM R -3 iNSUL. GENERAL WITH A FLAME SPREAD OF 25 OR SOLiD FUEL BURNING APPLIANCES LESS. Solid fuel burning appl ia nces include airtight stoves, fire places stoves, room I. PILOTS, BURNER, HEATING ELEMENTS 11. THE SHOWER SURROUNDS ARE TO t SWITCHES OF THE FURNACE AND H.W. BE A SMOOTH, HARD AND NON - heaters /f €replaces stoves, factory -built fireplaces, and fireplace Inserts. SHOULD BE A MINIMUM OF 18' ABOVE ABSORBENT SURFACE NOT LESS Unless otherwise adopted by King County, all solid fuel burning appliances THE GARAGE FLOOR THESE SHOULD THAN 10' ABOVE THE DRAIN INLET. shall comply with 2003 IRC HEATING Each dwelling unit shall be provided with heating facilities capable of maintaining 10*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 therma 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 onlu 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 bcj the Building Official. Heat €nq and cooling equipment located in a garage and which generates a glow, spark or flame capable of igniting flarrnnable vapors shall be installed with the pilots and burners or heating elements and switches at least 16' above the floor level. Fire dampers need not be installed in air ducts passing throb h the wall, floor, or ceiling separating a res►dence ( Gxoup R, Division 3 occupancy) from a garage (Group U, Division I occupancu )provided such ducts within the garage are con- structed of steel having a thickness not less than 0.019 inch (No, 26 Galvanized sheet gauges zrd Have r oper:irgs int the oarags. Warm -air furnace installations in attics or crawl spaces shall comply with. 2003 IRC Every appl iance Corue - , rar!ae, etc.) desicr�d to ce vented s^a ll be ccit^�:ected to a ventina suste:rl. Everu iactoru built chr eu, Tupe L vent, T!i9e 3 gas vent or Tc:oe EW gas vent si^ be inst alled in acco r darce with 0 terms of its listiro., mart.t:facturQ's inst- v Vert CC1" °Gt'sCrs shall be :rtsta l ls6 W ;CK. 7 the s oacie or area : n which. the appi is Iccatso ar:G sra:i be corrected to o cri: -�leu or • .-ent in such a rawer as to C!eararc-_ to c0 eU5tib:e5_ v ALSO BE PROTECTED AGAINST ANY VEHICULAR COLLISION. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WiTH A NIGHT LIGHT, DEAD BOLT, OR SECURITY Cl -4AIN MOUNTED AT A HEIGHT OF 48' MAXIMUM ABOVE FINISHED FLOOR. 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHOULD BE PRESSURE TREATED WOOD AND BRANDED BY AN APPROVED AGENCY. 4. LiVING ROOM CEILING 15 24' ABOVE HALLWAY UA11CW LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WILL BE INSTALLED AT THE HiG POINT. 5. RECESSED LIGHTING FIXTURES SHOULD BE I.C. RATED AND ENCLOSURE LINED WITH A 1/2' G %W.B. TAPE AND FINISH. 6. ALL DUCTS, PLENUMS, AND ENCL- 05URE THROUG -14 OR ALONG UN- HEATED SPACE51INCLUDiNG- THOSE FROM GARAGE INSTALLATIONS), SHOULD BE THER'1ALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AIR. • e ar ' e - r r tort.- ad° ....�.:ct s�., �e!-s ... a 1 ' � �c , .., o - c�eta c �c� :.: witki 2003 IRC v a� I�G:Ca eG : ..S 5..+oifts ar6 sea-is S!'a:l Ce s stantiaiiu ai rtfoi - n., ( far d;Cots) (=cat, Ova!, and rood ck.:c:s% v C_ installation or' d4c:s sha!i co.rplu wi0 2003 :Rv D. Ct:ct ir wu!av on sra!t be fristalled in acco -darce „;it%' 2003 UiSEC. To Qeo►dW P'a►s YWO.SAS -B42 •. i �' - r d- U S r 'a rc1� .�s• cc . • 1� F � 12. GYPSUM WALL BOARD BACKING USED FOR TUB OF SHOWER ENCL- OSURES SHOULD BE OF A WATER RESISTANT MATERIAL. DO NOT INSTALL OVER VAPOR BARRIER ON WALLS OR ON THE CEILING. 13. AiR DUCTS PASSING THROUGH GARAGE WALLS, FLOOR OR CEILING ARE TO BE NO. 26 GALVANIZED STEEL WITH NO OPENINGS INTO THE GARAGE. 14. LANDING -S OUTSIDE TO BE NO MORE THAN 1' BELOW THE THRESHOLD. 15. INTERMEDIATE RAILS TO BE NO MORE THAN 4' APART. 16. STAIR HANDRAILS AND HAND GRIPS ARE TO HAVE II /4' TO 2' CROSS SECTIONALS AND RETUM TO WALL. (CONTINUOUS) 11. 5/8' TYPE 'X' G.W.B. UNDER ALL Stair WELLS AND DOUBLE LAYER iF STRiNG-ER SPACING 18 MORE THAN 16'o c. 18. WATER HEAT ER SHALL BE SEI&MIC ALLY STRAPPED AT A POINT WITHIN THE UPPER 1 /3RD AND THE LOWER 1 /3RD OF ITS VERTICAL DIMENSION_ THE LOWER STRAP SHALL BE NOT LESS THAN 4 INCHES ABOVE THE CONTROLS. 4. WOOD SHINGLE OR SHAKE TO BE INSTALLED PER 2003 iRC 5. ASPHALT SHINGLE (COMP) TO BE INSTALLED PER 2003 IRC 6. 22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPARATE ATTIC AREA WITH NO LESS THAN 30' FOR HEADROOM. ATTIC ACCESS DR TO HAVE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED. HARDWARE TO PROVIDE TIGHT CLOSURE. 1. TRUSSES TO BE DESIGNED AND STAMPED BY A WASHINGTON STATE STRUCTURAL ENGINEER CALCULATIONS ARE TO BE SUBM- ITTED FOR CODE COMPLIANCE PRIOR TO FABRICATION OR PER - MI ISSUANCE. 8. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE MAIN GIRDER TRUSS. TRUSS MANUFACTURER TO PRO- VIDE TYPE. 9. NONBEARING WALLS SHOULD BE HELD DOUN FROM THE TRUSS TO BOTTOM CHORD WiTH AN APPR- OVED FASTENER TO INSURE TR,1SS BOTTOM CHORD WILL NOT BEAR ON NONBEARING WALL. 10. ROOF TO BE ANCHORED TO RE - SIST NET WIND UPLIFT LOADS. USE SIMPSON 1 141' ANCHORS. 11. TRUSSES WILL NOT BE FIELD ALT- ERED WITHOUT PRIOR BUILDI DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12. TRUSSES SHALL HAVE DETAILS AND DRAWINGS ON SITE FOR FIELD INSPECTION. 13. PROVIDE SCREENED BLOCKING OVER SUPPORTS. 14. SHADED AREAS = FRAME OVER WITH 2x6 RAFTERS is 24'o.c. U.N.O. SPANS EXCEEDING 10 - 3' FRAME OVER W/ 2x8' 19 24' O.C. FOUND AT I ON: GALVANIZED METAL FLASHING - TO BE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST, 2. CONCRETE PIER PADS SHOULD PROJECT A T LEAST 8' ABOVE GROUND Lq*4LESS PRESSURE TREATED MATERIALS ARE USED. 19. WINDOW MANUFACTURER TO PRO- VIDE PORT HOLES IN EACH WINDOW IN EACH HABITABLE R001. 20. WATER HEATER PRESSURE RELIEF VALVE TO DRANN! BY GRAVITY TO EXTERIOR 21_ ALL SAFETY GLAZlLfs SHALL BE PER'1ANENTLY LABELED DESi6- 2NATING- THE TYPE AIND T!14 IGG\IErS G G -LA✓S AND THE SAFETY GLAZING STAN DARD WITH U.' -ilCl4 IT COi`'IPLIES ROOt- 1. ATTIC VE`ITILATION AS PER 2003 IRC SEE VENT ILA TICN'S CALC;:LATiONS PROVID 2_ VENT OPE"Ii ' - 5 SH ALL BE COvE RED W CORROSION GPE�I'�iGs OF i14 SQ. N t ' ' Dl` sENSION_ 3. ROOF VAL LE '1'5 TO PAVIE 2S G-A,'GE GALV ANIZED FLAS-`: rG-. 6ECT IONS. 1. ALL EXPOSED INSULATION MATER - AILS INCLUDING- FACING SUCH AS VAPOR BARZRiERS OR WEATHERED PAPER SHOULD !~AVE FLAME SPREAD <�r`'t' . E DE -LOPED RAT � ' - 5'rOM ON 25/450 OR LESS. NO f t=: ALL KFORMA T ION PROVIDED ON THIS SHEET 1!5 a' E R Tr =E 2003 IRC VE - R3i-Y L OCAS CODES i;= CONS I IFZiC T I&N IS I OTHER ! PAN WA. So. l E. CITY OF 1 Ur siLA PM UT CENTER C0=r_. .'f+_ 200 OR4 DES :4GN Ne. �]� I fi M P o M4- 1 11 45 6 i$> �� h :p°4P $ a -alJ i f u f lit it OO N � `��F �� g 41� gg i< t IMO ooiskg § U) J Q F W O w F- O Z a U a 0 U. 40 C? Von C20 O D; N ft Ch mr t r oan Z. v T � � > u. a N Ho .�_ °o S 3C VM c . o r oa � �Y Z TAE 2003 I.B.C. u �J CRANE DESIGN. Inc. Reserves All Legal Right* To Material Cn This Sheet - Stbject To Critninal Prosecution 4x POSTS OR (2) 2x STUDS e MiN. 16' O.C. 1/2' PLYWOOD W/ ad NAILS e 3' O.C. UN.O. AT PANEL EDGES EXTEND PLYWOOD TO OVERLAP RIM JOIST 4 SILL PLATE 3200" CAPACITY STRAP HOLDOWNS * MINIMUM UN.O (SEE PLANS) CONC. FOUNDATION 4 FOOTING * NOTES: 1. ALL STRAP HOLD016N5 514ALL BE INSTALLED PER MANUFACTURER'5 SPECIFICATIONS, INCLUDING CORNER INSTALLATION. TWO 14OLDOWNS CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. Z. ALTERNATE TYPES OF APPROVED HOLDOWNS CAN BE USED N PLACE OF STRAP HOLDC WS. SUBMIT DETAILS FOR ,46ENCY APPROVAL. PANEL AT FLOOR OVER CRAWL SPACE 2x TOP PLATE HEADER 2 - 2x STUDS, NAIL S' 14EATHING TO EAGN STUD Sd NAiLS PER TABLE 23- 11 -15-1 APA RATED SHEATHNG 3/8' MEN. 2 - 2x4 BLCCIUNG AT ANY PLYWCOD JOINT POSTS OR (2) 2x STUDS IN. 24` O.G. ` PLYWOOD W/ 8d NAILS O.G. s PANEL EDGES 45 OR EQ. W. 2 -1/2' BOLT MIN. 00' CAPACITY FLOOR AHCHOR5 4' a 48' O.C. W/ (5010d NCH END 3' DIA. x 12' A.B. 2x PLATES P.T. SILL PLATE 00' CAPACITY STRAP )LDOWN5 * * NOTES: I. ALL STRAP 14OLDCMS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, 1NCLUDNCs CORNER INSTALLATION. TWO 14OLDOWNS CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES OF APPROVED HOLDOWNS CAN BE USED IN PLACE OF STRAP NOLDOWNS. SUBMIT DETAILS FOR AGENCY APPROVAL. PANEL AT FLOOR OVER PONS' WALL APPROVED HOCKED -END WOOD TO CONCRETE CCNNECTORS WITH ig 0 'a CAPACITY (M I ' 2 - 2x PLATES - NA ;;L 1 ,5PEA►TNING- TO EACH PLATE (2) - 3/4' DIA. AB. - 12' E1 iBEDI" 1ENT a =ARTEQ POINTS I - 9 4 SAR C.iNT. TOP 4 BOTTOM L� lPR`SGRPTI1� PQ0�5`G`5 =CR ! 4 2 5 t CR NOTE: EXCEPTION FCQ s STCR .` STR.ICTilIRE_ i\ i t~=_ RRST STORY OF A. 2 5TCRY: r) EA04 PANNEL S- ALL BE SL AT =D CAN E0 . FACE 2: T--REE A C.4CR BOLTS PER PANEL PLACED 8 CN= -r:F1W �c � 3: TIE DOI.:N DEVICE UPLIFT CAP S HALL N09 BE LES<. T 1;4A+N 3OW lbs. - ..GvI'F�sGTCQ NOTE: A:! 0 �- re:ora 5ra'i Be Clm= a And Verified Prig To Gorst uct:or 8A i , • o - Y I i (TEND HEADER TO COINER 5RACED WALL PANEL 5CNEDULE ® Plywood /OSB 6d nail 6' oz. (edges) 3/8' x 4' x V 12' 04. ( field) CAM - 1/2' x 8' x 8' 5d cooler nails or wallboard ® (one face) nails 1' oz. GWB - 1/2' x 4'x 8' 5d coolerAuallboard nails (two faces) l' oz. throughout O Structural Panel Siding Corrosion resistant 6d nails 3/8' x 4' x 8' at 6' oc. (edges) i2' oc. (field) One -story alt. braced panel Mailing ad at 6` oc. (edg es) � d) O 3/8' x 2'8' x 10' or less t2' , o, (fie Blocking required at all edges 2 anchor bolts placed at quarter points. Hold downs - 1800' at each end. Two -story alt. braced panel Nailing 8d at 6' oc. (edges) 3/8' x 2'8' x 10' or less 12' oc. (field) Plywood or OSB (two faces) Blocks required at all edges. 3 anchor bolts placed at fifth points. Hold downs - 30MO at each end. GENERAL NOTES: Braced wall panel sole plates nailed to floor and top plates shall be anchored to framing above. Where ,joists are perpendicular to braced wall lines, provide blocking under and In line with braced wall panels. HEADER AT CORNER 2x TOP PLATE HEADER NAIL 5 ATI -11NG TO HEADER AT 3' O G Ll. 2 x STUD5. NAIL SWEAT EACH STUD 8d NAILS AT 3' O.C. ALL PLATES. H E ADERS 4 STUDS APA RATED 5HEATHNG- 3/8' MN. 24/0 EXP. 1 2 - 2x4 BL OCI<W ." T ANY R-YIJO,00 JOINT APPROVED HOOKED -END WOOD TO C % %CRETE CONNECTORS ll:'IT14 320 CAPACITY (MITU 2 - 2x PLA c E5 - MAIL 5PE,z`Ti-ii'3vC' s TO EAC;4 PLATE 2 -i/2' DIA. AB. - 1' IMBEENKET C.''`Tn XU'5r- FOOTING CR SLAB EDGE % T E: F'. US e�i G -A�G•E =N✓ :�.:ALLS A5 5'- iO.:N_ `:F A e' -OCR 1:�I i ERYtNES .._'..EEEFN `'4 NDATiON A\0 >✓'. =D PAM T`r E PLYI 00E> SMALL OVE A,° Ts ` R»`'1 JOG'5- ANN- SILL f=ILATE. I ROVG'c ;40-00tZ, BOLTS AID P1..X +000 NAiitN1lG AS SL40:�N. IF USED ABOVE PGNY WALL USE CETA;L • - I. DETAIL. ' (i`i is �i'► LAtIVRAL RES+RANT rP`A%E =) T o Psrrdes Fasts 1(822:848 -5421 a 4 i o I.- . . 1' -4' MIN. Iw = - - 0 J I w Q 1L X Ir i ' PLYWOOD W/ 8d NAILS 3' O.C. POSTS OR (2) 2x STUDS BLOCKING s PLYWOOD PINTS 3 HEADER SPLICE HEADER PER PLAN ST6236 1200 CAPACITY STRAP TIE 3/8' PLYWOOD W/ Sd NAILS a 3' O.G. AT PANEL EDGES 4x POSTS OR (2) 2x STUDS 3x BLOCKING a PLYWOOD JOINTS a •6 :•'mot. :� 2x TOP PLATE HEADER NAIL SWEATWNG TO HEADER AT M REWEINED FOR 3' O.C. B� CODE {OMPLIANOF 2 - 2x STUDS NAIL 814EAT14 M Aatn�n3rtitZ TO EAC;4 STUD FEB - 7 ! 5 1 24 • 8d NAILS AT 3' O.G. ALL PLATES, MEADER$ 4 STUDS APA RATED SHEATHING 3/8' MIN. 24/0 EXP. I 2 - 2x4 BL^G<ING- AT ANY PLYWOOD JOt'NT APPROVED HOCKED -END WOOD TO CCI�ICRETE C-C IVNECTCRS WITI - 24" CAPACITY (M NJ 2 - 2x PLATE5 - NAIL 514EAT141NG ' s TO EAC14 PLATE (2i 3/4' Di.s AS - 12' Er'.15EEN t t T CCNTIN�JOUS FOOT tING CR SLAB EDGE No m t: FOrR ur iN GAR1SG-E =ND uALLS AS S"CU& rr A FLOOR NT ERVENES BETUEEN FCLNDATI N AND BRACED PANEL, 7 11--S PLYi0000 SMALL OVERLAP T14E ". 1 JOIST AND SILL FLA $ PROVI WXIDOWS, BCLTS AND PL . 4r.CD NAIL :Tics AS 5r.1� IF USED ABOVE PC NY WALL USE DETAIL &I 2 DETAIL (24 i\GH LATE- RESTRAINT =1 4 EL) • CITY MA l.N 0; PERMIT CENTER 6 lil I 1. O 3.. IL 90V0 C � . sir .1 -1 - 2 4 -5 w'00 L M C��n V O U2: r0 • MOf�� f Oa 4; ' S F g }; a Arnrb L �' C O'O� r �LL `` . .so NU`C� io« tY .. U. 4040 V. le N m W tr` > EL Q vs H 4i C) �► CO >� us O � � Z TA5 S4 •1111 4 6 .,aaj r I 0100' le: 6Z N \ Off •( p loll p \ ` / \ / 'L ,� � • � S `L Gam \ / \ NOT TO SCALE 09 N N SCALE: 1 "=20' \ PTN. NW114 SECTION 10, T23N R4E, WX Z 00 o, oo v� ? P� \ / ELEV. DATUM: NA 1988 W d o • � 9 �S \ ` / SITE ADDRESS: '116 EAST MARGIN S. 4(� AL WAY 0 N co 04 0 4 • C) \ .. 0 00 �p an C4 R1V� j / a �A / '�° TAX PARCEL NUMBERS / / ���,��6' 5� N LOT 3 073300 -010 • ��,� LOT 4 073300-020 4 " / \`d Q ��' , 93 LOT 5 073300 -021 Z % o �' / �' / LOT 6 073300 - 025 [ ro` ' '�'� 3 .o / a • RIVE \ ,' . LOT 7 073300 -030 U Ck lb � \ � LOT 8 073300 -031 � LOT 9 073300 --032 LOT 10 073300-033 / i 01 �G�P d •.;r d� LOT 11 073300-034 41 k O-P, Rol /� N ON V ' �� INS OF ARC 1 �� h / \'� � ,�,y'�/ ,�• DRIVE 18 ARE MALL SRI 4 ` ¢ \ ,� t rod DRIB / i 1 , + AR1Vq M W \ S \ \ y 5 •��/ �o�,. 1 '� /� i I DRAIN F O R ND AEHT •cam E �►� / O`' ' ��' �I ti � \'LO O ` i /,t A FpR �NGRf� �f �' �NE�7T O LO � U7j 02 9 — 9. �0 AND 11 1� W , ts-- ' - i"tc,c plans have been reviewed by the Public — - z \ •�;' \ ,p / / V ,h_ / O� / q 3 ! - Works Department for conformance with current \ � 8 , , jd► �' O� 6 1%.W, � �P \�� // o �� �_ w standards. Acceptance is s cct to errcrs and �L�ss s which do not 2mborize .iolmions of yQ�ti. \� /h / � , �CO� /� �°� s .� � 'dLpted standards or ord:zar:c es. The responsibility . 1he a' o;L-2:v of t4c ees a rests wr - , a - V with the �..� g �\ $� Q � y ��o� y / { es;s-�:er. Additions (iCEt »4i'�S or m isions to tl:eSe r is i1t \6ti yQ o ", N \ .� / �, 'y� Q� o �.a�,t� after tkia d�:ei] raid this aocept_rct O um a rest:bmiuz] of raised d,•�::gs " m d �6 �g ��, / �/ ��O ,�h• / 6 /� \ `� ...9 - ^.d xill tomi . OO Q` �; �� �� / V i ~ ! .d, for uibsagt ent approval• 1--i 0 co i ds �j / s• •p �� Pte' /A� i /� a' i•`att l stab: 10 1 0 N. / \ F Cg' 0 �' WDWM a is ,act to find t mmdwt by W H N P: ..e \ O /y1 `I'�' / �' SF z �p :be PLA& Works Utimes kvactoL x , Z- :0 9 NOTES: W 6 A C � � & ° fi g C� h• • L s ` 1. SEE INDIVIDUAL BUILDING PLANS FOR BUILDING DIMENSIONS. o 2. ALL UTIU71ES INCLUDING POWER, TELEPHONE. TV CABLE. ETC. •o �� ..� p `� SHALL BE PLACE UNDERGROUND PER TUKWILA ORDINANCE. Z FCC: c� My i•i' = +� . 11 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 6 {.�ti.ttt LOT AREA 7438 SQ_FT. 2139 SQ.FT. 6402 SQ.FT. 5909 SQ.FT. 5432 SQ.FT. 4970 SQ.FT. 4887 SQ.FT 4793 SQ.FT. 3995 SQ.FT. , , ... PROTECT NtAeM ROOF AREA 2135 SQ.FT 2139 SQ.FT. 2316 SQ.FT. 1960 SQ.FT. 1960 SQ.FT. 1840 SQ.FT. 1840 SQ.FT. 1840 SQ.FT. 1236 SQ.FT. � . / ,Ca�r rE 05011 DRIVEWAY AREA 4213 SQ.FT. 445 SQ.FT. 395 SQ.FT. 456 SQ.FT. 471 SQ.FT. 555 SQ.FT. 387 SQ.FT 260 SQ.FT. 417 SQ.FT. - WALKWAY(NOT COVERED) 70 SQ.FT. 70 SQ.FT_ 201 SQ.FT 93 SQ.FT_ 93 SQ_FT. 40 SQ.FT. 40 SQ.FT. 40 SQ.FT. 55 SQ.FT. - TOTAL IMPERVIOUS AREA 2636 SQ.FT_ 2654 SO FT. 2912 1 OF 1 FT 2509 S FT r - 't1 Y'� t oot^ SHEET SO � Q 2524 SQ FT 2435 SQ FT • • . f f f i 11 VICINITY MAP r a DOAK HOMES, INC. NW1/4 SECTION 10, T23N, R4E, W.M. GENERAL CONSTRUCTION NQ 1. Locations shown for existing utilities are approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206 - 433 -0179. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206 - 433 -0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre - opprovol 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. CONSTRU CTION - C N 1. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans, specifications. and associated permits on the job site. Work shall be performed in accordance with all federal, state. and local laws. Permittee shall apply for a Revision for any work not according to the approved plans. 2. Permittee /Contractor shall arrange a preconstruction conference with the City's 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 MUTCD requirements. c. All work requiring lane closures must be by permi only. 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. r 1 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" r " wa er , as app . 3. -his-19 I\ 11M 1.1 CTAnA f/'AM f APIAA Af fhe SILT FENCE DETAIL NOT TO SCALE FILTER FABRIC MATEIM 36' MIN MADE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABIC TO MARE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2 BY 14 GA. MARE FABRIC BACKING (OR EQUAL) : 0111 . • / 2 WOOD POSTS. STANDARD OR BETTER OR EQUAL ALTERNATE STEEL FENCE POSTS NOTES: MATERIAL 2 BY 14 GA- WAIRE FABRIC OR EQUIV. IN STANDARD STRENGTH FABRIC IS USED 24%M 4'x4' MIN. TRENCH. B ACKFILL WRENCH WITH NATIVE SOUL OR 3/4' WASHED ROCK 12 M 4' MIN Yx C WAIDOD P06T ALT: STEEL FEUM POSTS A. THE FILTER FABRfC SHALL BE PURCHASED IN A CONTNNNIOUS ROLL CUT TO 7fE LOOM OF THE BARRIER TO AVOID USE OF JO RM WEN JOINTS ARE T+ NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A M*M N 6 INCH OVERLAP. AID BOTH ENDS SECURELY F ASTENED TO THE POST. B. Th'E FILTER FABRIC FEMX SHALL BE INSTALLED TO FOLLOW THE CONTOURS (W ERE FEASIBLE THE FDICE POSTS SHALL BE SPACED A MAXEIriA1N OF 6 FEET APART AND DRIIA N SECURELY INTO THE GROUND �MRiiMUY OF 12 NCIES� OR AT 9 MAXMW WEN BACKING IS USED C. A TRENCH SMALL BE EXCAVATED. ROUG!£Y 4 INCHES WOE A_4D 4 RICHES DAP. UPSLOPE AND AXACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D_ MIEN STANDARD STRENGTH FALTER FABRIC IS USED. A VAX MESH SUPPORT FENCE SHALL BE FASTDNED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAw -DUTY 1NINE STAPLES AT LEAST 1 IT+" LONG. TE WIRES OR HOG RINGS. THE EIRE SHALL EXTENT) INTO TFIE TRENCH A M UNN OF 4 INCHES AND SHALL NOT EXTEND MORE 7PA4 36 MCHES ABOVE TINE ORIGINAL GROUND SURFACE E THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED GR UNRED To BE FEANCN:. ANA 12 INQiES OF THE FABRIC SHALL BE EXTENDW INTO '!HE TRENM THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES AsIOW IK OR*NAL GROUND SURFACE FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TT?EES. F. *ENN EXTRA - STRENGTH FNN.TER FABRIC AM CLOSER POST SPACING ARE USED TNT WHlRE WE_% "PORT FENCE MAY BE ELIMINATED. IN SUCH A CASE. THE FILTER FABRIC IS STAPLED OR WARRED DIRECTLY To THE POST'S vA74 ALL OTHER PROVISIOM OF STANDARD N07E E APPLYING. G. *K TRENCH SHALL BE BACIMIED WAHTH NATIVE SQL OR 31 -IS WASHED ROCK R;. FILTER FABRIC FENCES SHALL BE REMOVED 111HE1 THEY NAME SERVED THEIR USEFUL PuffOSE. BUT NOT BEFORE THE WSLOPE AREA HAS BEDN PERMANEatNTLY STANILUZED_ _. FILTER FABRIC FENCES SFHALL RTE INSPECTED MIEIDTATELY AFTER EACH RAINFALL A.EI3 AT LEAST DAILY OURIrG PROLONGED RAINFALL ANY REQVRED REPAIRS SHALL BE MADE ■NMNEDIATELY: J. MA'lN7fNA 4CE_ ANY DAMAGED OR CLOGGED FENC£ SMALL BE RlEPANRED/ekOkMED 1104MuTELY_ SEGMENT MUST BE REMOVED WHEN 7HE SM*XT DEPTH IS 6 INCHES OR GREATER F 0014MTRATID FLANS ARE EVOENT UPHILL OF THE FDXX THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDNENT TRAP OR POND. PRIVATE DRIVEWAY CROSS - SECTION NOT TO SCALE GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including oil perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site, enough cover materials to cover all disturbed areas. c. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. 7. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the work being performed at the direction of the Director and assessed as a lien against the property where such facilities are located. 8. During the life of the project, the Permittee shall maintain in good condition and promptly repair, restore, or replace all grade surfaces; walls, drains, dams, structures. vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans. 9. The Permittee shall monitor the downstream drainage features, and shall, with the Director's approval. remove all sediment deposition resulting from project- related work. 10. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans and specifications and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. 11. As the first order of business, the Permittee shall install erosion prevention and sediment control measures per the ESC and shall install the downstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall at all times protect sensitive areas, their buffers, and adjacent private properties and public rights -of -way or easements from damage during grading operations. The Permittee shall restore, to the standards in effect at the time of the issuance of the permit, sensitive areas, their buffers, and public and private properties and improvements damaged by the Permittee's operations. 13. Permittee shall arrange for and comply with the following: ' a. Notify the Public Works Department within 48 hours following installation of ESC measures. b. Obtain permission in writing from the Public Works Department prior to modifying the ESC plan. c. Maintain all road drainage systems, storm water drainage systems, control measures and other facilities as identified in the ESC plan. d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4 -feet deep. All trench safety systems shall meet WISHA requirements. 2. Power. cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. 20' W Z a W CL 0 9X a 2 �x FIG 1p'7 CATCHBASIN i L t - SUBGRADE COMPACTED TO 95X MAX CENSITY 2• COMPACTED DEPTH CLASS •B' ASPHALT CONCRETE C FAIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE Project Manage /Owner: Darryl Doak, Sr. Doak Homes, Inc. (206) 372 -2280 Design Engineer: Tim Schriever, PE Alliont Engineering & Land Surveying. Inc. ( 425) 485 -1083 � f �■ r e ' Z / 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 LOCATION-NOTE: 1. Prior to starting construction, contact ONE -CALL (1- 800 - 424 -5555) for utility locations. 2. It is the contractor's responsibility to verify the location and elevation of all utilities and drainage facilities prior to construction. CONE UCTION SEQUENCE 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. 1 .0 LOTS 3 THROUGH 11. BENNETT'S INTERURBAN TRACTS KING COUNTY, WASHINGTON. CUT 0 CU. YDS PER LOT FILL 110 CU YDS PER LOT SHEET 1 SPEcinCATIONS AND DETAILS SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN SHEET 3 GRADING & DRAINAGE PLAN PECEi V ) CITY GF T4' { ; •LA PERViT C" th f LA d 15 0 O b r, i a Z A P4 io w W Z g T� V Th Z V ~ Z H �Z W 1••�1 W � ZW T 10-4 V Z W� E+ q U • a c� U2 E-+ w H W CQ W 40 go w W A C'7 w H 0 O co 0 to Ct W� N • Io ft 0 � a O 05011 SHEET 1 OF 3 i �. i VICINITY MAP X Z '��, LL. - a !� o) tl! W 2 * I N (O N W N Y O QN_ &O,-r o 00 m�0 r, i a Z A P4 io w W Z g T� V Th Z V ~ Z H �Z W 1••�1 W � ZW T 10-4 V Z W� E+ q U • a c� U2 E-+ w H W CQ W 40 go w W A C'7 w H 0 O co 0 to Ct W� N • Io ft 0 � a O 05011 SHEET 1 OF 3 i �. i VICINITY MAP C7 PTN, NW1 /4 SECTION 10, T23N, R4E, W.M. �G` f r �Ax S ROCK CHECK DAM DETAIL ROCK GRADATION REQUIREMENTS FOR CHECK DAMS AND 12" PIPES 100X PASSING 8" SIEVE 40 -60X PASSING 6" SIEVE " NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE 6" �P 0 O 0 Q �� .01 /-- 0 -10A PASSING 2 SIEVE Q�p Q O Q 2. MIN W!a' CHANNEL Q 1 KEYED NG P`' • •,� ' X R � ?S / BELO INVERT �/ .. ; •.•�.: ' �' •{ �� �� SEE ROCK GRADATION i ..• :. •. _ ; • ; . i M� • / 5 <, \ REQUIREMENTS FOR END VIEW �,? •� •.•; '.'i..'' •• ••'� f • • '� • • ~. ROCK SIZING . • , : � ' j ' •; ; :r ,� ..:' �; . �/ / i �• • 1. • � �.i';�'": ) '',�'•••.• +t ~' STALL IUZEb, U ON ENTRANCE / ' l r' :'r• . LNG SHE P � a� r ,� : ', f • QUARRY � sPAUS • • ON T 1 \ FLOw Q 2•� ..,.• '��' : • �: °;� ....• O O O �j� 2. MIN INSTALL CUIYERT�� . • v �•,.: , .' �'• CHANNEL O QO J 1 KEYED IF NECESSARY / •�• . i ••L` / G O O BELOW INVERT i' r •• t •' '• :•,�. ' F \ 0 0 00 0 O O 000 , :•�� 0 GEOTE)MLE FABRIC UNDER • d QUARRY SPALLS 0 \ \ SIDE VIEW (MARAFI SOD OR EQUAL) / !' / / �� � !/ . � Q�P \ / NOT TO SCALE \ �5 \ STABIUZED CONSTRUCTION ENTRANCE NOTES: 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, /� / i ,� \ �/G \ `/ 2• ROOTS AND OTHER OBJECTWHABLE MATERIAL. THE QUARRY SPALLS SHALL BE PLACED TO THE \ SPECIFIED DIMENSIONS. ANY DRAINAGE FACLMES REQUIRED BECAUSE OF WASHING SHOULD S,p BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. W WASH RACKS ARE USED THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTUREWS SPECIFICATIONS. S T C 2. AGGREGATE: 4 TO 6' QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9 -13.6. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12' THICK IT MUST INSTAU CAT -8ASIl TECTIbPI OVER \ THE ND THE FU LL uus MOTH OF THE 1 VEHICU T wH E GR E SS THE LENGTH of ALL 00 NG IN ST CATCP� 4 F WASHING: CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE MKS MUST BE WASHED E ENTR RA ANCE ET TO S AREA TO REMOVE SEDIMENT A MUST BE WASH RA YAWAY 'ME ALSO BE USED TO •'� • / 1� \ SAW CUT AND REMOVE ALT PAVEMENT MAKE WASHING MORE CONVENIENT AND EFFECTIVE. / & MAINTANENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT SOUTH OF 0837 LIMIT OF CLEARING �TYP) TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY: THIS MAY REQUIRE PERIODIC TOP ORESSNG WITH 2' STONE, AS CONDITIONS DEMAND. AND REPAIR AND/OR CLEAN OUT OF ANY / 2 \ STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SMM. DROPPED. WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE O �► / STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE OR THEME IS A THREAT 70 PUBLIC SAFETY. ALL RUNOFF AND WASH WATER MUST BE TREATED TO PREVENT SEDIMENT LADEN WATER N .,�, 1` / \ .� \ FROM ENTERING DOWNSTREAM DRAINAGE COURSES. Nz yv �- \\ L + INSTALL TEMP Y T CE v, IN ABlLIZED CONSTRUC71ON ENTRANCE \ACROSS SWALE A PROP \ _ � ER ON SHEET 1 \ \ \ \ NE AND ADDITION LOCA TRAP �� NOTES: IMENT AS NECE Y T \ \ . \ ♦ f SI T LADEN WATER SITE 1. SEE TESCP SPECIFICATIONS, TEMPORARY SILT FENCE DETAIL AND a oA y 'ti \ � oN STABILIZED CONSTRUCTION ENTRANCE DETAIL ON SHEET 1. �i fA P RIVATE , p� \ •r -� \ 5 1ti !L1 r / / ` qND DRAlj F FOR �H •cam BPS \ + y l �tih / // • / 0-- .0 t oR BEss, E `� \ � �'✓ . \ , �' / nu INSTALL CATCH TION OVER �, //' / of tor 9. • 10 u , mo o ES �QSTING AND S CATCH BASIN ti� CONSTRUCT SURFACE WATER f INVERSION SWALE / CROSS SECION C -C + \ �' •�o < $ s INSTALL CHECK DAMS PER DETAIL. ALONG SWALE TO CREATE SMALL SEDIMENT \ �,, , / •� / f=� TRAP PONDlft, AND PREVENT EROSION \� j �,' + .,A / , , • 114 \ \ 4x v� �` ,�-'� \ �� ` � SIlT FENCE .`� ON OPE TY LAS • � DETAIL t 1 - ELEV. DATUM: NAVD 1988 \ NSTAM 2 0MY SILT FENCE AS NECESSARY !� TO PREV8ff SILT LAOEN WATER FROM . y ENTERING STOW DRAIN 0 v 4 i ' DIVERSION SWALE CROSS- SECTION C -C NOT TO SCALE I - e , • s1 • V v .�• !1 � _ 3 2. PEFMTCb4lEA Y. 1 t a. p W N_ co x Z�v- O� w V/ w 0) V1 Q Ld I 0 3 N t0 le w co N O � `r co N a °d am 0 Z E H Z a � H a� Z �E-4 w la H 0 P4 w W .� w � A H 0 co) E-4 W � a E-; U V � W � ,. - ••1 c'a P W4 Z W o°a Z� a W U) oy Z Z ■ �• NUMOM 0501• 4 SHEET 2 OF 3 • ' r 0 r � W " �G ,e G �\ G / \ i : � $ o` 5 / S // \ �C �l 6 \ \ o �o� \ / CATCH BASIN PER PLAN -` U 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE 2" CRUSHED SURFACING TOP COURSE COMPACT SUBGRADE AND SIDE SLOPES TO 95% OF MAX. DENSITY r G \ \ / 4" MIN. CRUSHED SURFACING BASE COURSE Ilk <1" , A / ��G �� P \ \ ACCESS ROAD o RF 00, 5��� / \ CROSS — SECTION A —A � P OS l� \ \ NOT TO SCALE v Gg G / \ ' � �` 1+ � ,� \E• `56 �•( ` � R � 'O \ ` / \ \\ ELEV. DATUM: NAVD 1988 TBM: IE 12" CPEP IN \B37 VL oqP col • `mil � � • a 'I. 6 - 'QS,o \ z W a a c� z W P 'S • �'� �P\'� \ 12' TYP. 0 .p ° ` ' ` 91 op 1 � � \ P F�6Q�• \� C - \ \,0- \ 18" DEPTH SLdPf� I� mo d° \ �P AO / NOTES: 1. SEED SWALE WITH NATIVE O ,y �F / ``6 \ FA�yP \ / / � GRASS LAWN MIX AND MULCH WITH l \ S i'� -��a= l J y vi p 3 DEPTH STRAW. y \ A / 2. SLOPE CENTERUNE OF SWALE O / ? � SQ E <• \O / / O H O \ Z O `A �1 \ �� Y / / h1� n 0.50% MIN. AND 3.0% MAX. • Y - �. y � y + y� / �4`�`.�0'� f, � ��'�; _% �p . / � / 3. CONSTRUCT SWALE WITH 4:1 �/ \ /�h . S �� / - / �'(1 MAX. SIDE SLOPES TO ALLOW FOR / 1 • �O / Ov f / ' ? �� 'C ]'�, �P ��' 2 � 6 Z Z LAWN MOWER MAINTENANCE. VE �� ♦ \ \ ti �o�-�o \ \° / / ♦ �� ti 6 /� \�• GRASS LINED SWALE G - l ��FO / / -� r �� P •N z6q' CROSS — SECTION B —B � 1 • \ , ��� � � �` G S F •� . � NOT TO SCALE oo ool v 'DRIVE 0 in \ _ \ \ . . S \ \�o > � � Z ' O j �- � �j -�• �� P � \ \ ` . 4 CONSTRUCTNRASS UNE� SWALE \ < � . O h l Qfv ab > d 0 9 F �, c�� PER CR SS SECTIrti e -B •1' s o, do v '� / 2 M G � 9 ' 0 • Q � �l \ 6• < C 'o QQ`�� P� / \ / P`' f � ! i 1 �/ $ �'`� ��• �jZ ` c � de tel: 1 `•6 �O�h �',�` GL ` •( X0 •�� �\ ° � C , �O �1� Q�y,1oM�` DRIVE I 1 ! �� a ° Rg O&1 Z� rN a� FOR Jk�7E EA sa► cam'' �' 1�- / . //� / ' ` •Q �• EGR ��� � Q / , / •.� T for u Q � o t� 6 / / !' o �� //� / '!$ O - 1 s 9' 10 AND jS ,- icy V \ �t�� y� � /,� 6 — - j S` Des sQ�; ky A , ov CO Q / // i ir \ \ 'V yam' / /.a 't %x- o� /• P ' I' �e�� ► O /� h , �� � � � s ° ` { \ '°v /i� 'x � � Q` � , �h ° / / � 6l ap� � 1,� •� fib/ � o. EO � ��� / � •moo u� '9 O� O � / y 'Ig'S Q� 1 k .�► � \ 'j II / � tr� ec . . / oe CIO, GA 0k 4 12 / - /`` 0 W ip DRAINAGE NOTE; . ALL ROOF AND DRIVEWAY DRAINAGE HALL BE DISCHARGED DIRECTLY TO THE STORM DRAINAGE SYSTEM THAT DISCHARGES TO THE DUWANIISH RIVER. Cc"c • Ev CIT'f PEl�iltiT Cttii tr. v 0 o p N 3 Co x Q Z OD - � W Q u O 04 co le III (o p�jNo 04 � v 0 H U CA z a a � A Z c w rA rL., z Q � QD Val w O � � VS V � Q v M W � O 00 � a A z ct �~ t*_ Z O as co z �O W >" • go co O ol o" Z PROJECT MASER 05011 SHEET 3 OF 3 y �r V I 20' r I �r���� �i 8 °\ C3 \ \ - N ' oo ligO 4. Rm !M r•• . •. Ir IVER 10E s TRALTS / ti 1 r K • .._ VICINITY MAP NOT TO SCALE X 1 \ WATER MAIN EXTENSION NOTES ? co \ 1. ALL WORK SHALL CONFORM TO THE RULES AND REGULATIONS OF 'FETE CITY OF TUKIMLA, c� vi THESE DRAWINGS, AND THE 2005 CITY OF TUKW ILA DEVELOPMENT GUIDELINES AND DESIGN AND W Q t ELEV DATUM: AVD 1988 CONSTRUCTION STANDARDS. O 3 04 co vRF \ \\ ` SITE ADDRESS: 1640 E. MARS \ INAL WAY 2. THE CONTRACTOR SHALL ARRANGE AND ATTEND A PRECONSTRUCTION CONFERENCE PRIOR TO 3: (D ft N Z N PE A �P / THE START OF CONSTRUCTION. y Ill co I N (o 3. WATER MAINS SHALL BE CLASS 52 CEMENT LINED DUCTILE IRON, SIZE AS NOTED ON THE .. E; v p ��'� ,�� 1 •`A��. F�� \\ / \ \ PLANS, CONFORMING TO AWWA C -151. ALL FITTINGS SHALL BE CEMENT LINED DUCTILE IRON � N CONFORMING TO AWWA C -104. S 4. 4spy �� C \ \ .TRENCH BACKFILL, COMPACTION AND PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA STANDARDS. ,.�` 5. MINIMUM SEPARATION OF POTABLE WATER MAINS AND SANITARY SEWER LINES SHALL BE TEN F pR Ov & \ \ S (10) FEET HORIZONTALLY FOR PARALLEL PIPE, AND THREE (3) FEET VERTICALLY FOR �, \ C , PERPENDICULAR OR OBLIQUE CROSSINGS, MEASURED FROM OUTSIDE EDGE TO OUTSIDE EDGE. F1 SITUATIONS OCCURRING WITH LESS THAN MINIMUM SEPARATION WILL REQUIRE CONSTRUCTION IN V! C ACCORDANCE WITH SECTION C1 -9 OF THE O CRITERIA FOR SEWAGE WORKS DESIGN PUBLISHED BY �vv \ THE WASHINGTON STATE DEPARTMENT OF ECOLOGY AS REVISED DECEMBER 1998. F!! 6. THE DEVELOPER SHALL NOTIFY THE CITY OF TUKWILA AT LEAST SEVEN 7 DAYS IN ADVANCE AND MAKE THE NECESSARY ARRANGEMENT WITH THE WATER DISTRICT MANAGER FOR CONNECTION // \ ��G \ \ \ / TO EXISTING WATER LINES. Z 7. ALL OPERATING NUTS ON GATE VALVES ARE TO BE EXTENDED TO WITHIN 24 INCHES OF W /� / / 1 ��� •� `,�Ql ` �P \ \ % FINISHED GRADE, PROVIDE 3 FOOT MINIMUM COVER OVER WATERLINE. E-4 Pos '` • �O O / ? & LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. i O,Q 6 i Errs \ Z : .� \ 9. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL SERVICE LINES ARE GENERALLY �IAI Z NOT SHOWN ON THE DRAWINGS. ELECTRICAL LINES SHOWN ON THE DRAWINGS ARE LOCATED BY Q E� y • �� �'� 1 / 8 �� S POINT TO POINT, POWER POLE -TO -POWER POLE CONNECTION. THE CONTRACTOR IS RESPONSIBLE S � • L I FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN. \ \ 9� 6g •op h 9 � �` S � j > f �' ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND 1 W m 0 � O RE GULATION. � � � \ \ SP � �G ��,' N ,��G 10. WHERE CONFLICTS EXIST INSTALL WATER MAIN BELOW EXISTING STORM DRAINS. MINIMUM w .. Q A $ �� \ �\� VERTICAL SEPARATION BETWEEN UTILITIES SHAD_ BE 12 INCHES WITH A SAND CUSHION ARID HAND �c� ° \ �i % COMPACTION. PROVIDE VERTICAL BENDS AND THRUST BLOCKING AS REQUIRED. E-4 � \ �� \ .� ( ��� ,� P`•1� �� ' ��\ \ 11. NEW WATER MAINS AND HYDRANTS ARE TO BE TESTED IN ACCORDANCE WITH CITY OF A ��3 • �J P� ' J'' ` �� TUKWILA SPECIFICATIONS, PRIOR TO CONNECTING TO THE EXISTING WATER SYSTEM. THE USE OF 0i ��L• 5 ti9 � 4` �/ J \ AN APPROVED BACKFLOW DEVICE IS REQUIRED TO PREVENT CROSS CONNECTION DURING TESTING. W co \ \ \ v� eA y 'c�' / J \ PR 12. THE EXISTING WATER METER SHALL BE RELOCATED AS SHOWN ON PLANS. vf /� :; col . .� Z cq a CD am 41 / r lo ��� TAX PARCEL NUMBERS �-+ a A C O 5Q ?�Lk / i 073300 - 010 073300-020 o co 0-n „% '� .kQ �� / � / ; 073300 --025 0 04 .. s d f' � y'1 / V •moo / 073300 -030 on 04 0 0 � 3s `y 8 g5 —�� /,�► .•i AS V PROJE f MAIM \ 'l' RECJV'ED N -- CRY C 1'�?(:.: E � .. � • . t 03OOr3 _ NW1/4 SECT 10\,,T23N. R4E. W.M.-t: • �XS �� -::� sHEf o� • • 4 • 1 f s a