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HomeMy WebLinkAboutPermit D05-423 - DOAK HOMES - LOT 4DOAK HOMES INC LOT 4 11611 35 LN S DOS -423 Z • Z • LLI 6 O 0 co 0 J = I- W O u. co = ZF 1- 0: Z W U� WW wz U= O F" z City o, Tukwila DEVELOPMENT PERMIT Parcel No.: 0733000020 Address: 1161135 LN S TUKW Suite No: Tenant: Name: DOAK HOMES INC - LOT 4 Address: 1161135 LN S, TUKWILA WA Owner: N 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: Y 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 -423 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 INCLUDE: FILL AND GRADING SO SITE SLOPES TOWARDS EAST MARGINAL WAY SOUTH. CONNECT TO NEW PRIVATE WATER MAIN EXTENSION. NEW 3/4" WATER METER. STORM DRAIN CONNECTIONS FOR ALL NEW IMPERVIOUS SURFACES. CONNECTION TO VALVUE SEWER. DRIVEWAY CONNECTION TO PAVED EASEMENT. CASCADE WATER ALLIANCE AND DUWAMISH CONNECTION FEES APPLY. See D05 -422 for erosion, right -of -way work, private water main extension. Value of Construction: $255,634.68 Fees Collected: $11,282.56 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: V -B Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 0 c.y. Fill 150 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: doc: IBC - Permit D05 -423 Printed: 02 -10 -2006 ...ra�r...0 .�., ..,..«.>e.....w.ew.c ..:• .Sr; � ,�.��„ %:rs�iiY.au'��x'i:�s t.��'�: Permit Number: Issue Date: Permit Expires On: Department of Comnuttity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us Z `~ W 0 : g 30 0 00 w= t– N .ti WO 9-1 LL CO 1 �w Z F- t– 0 Z �- w w U� ON oF- w F- u. O ..Z w CO 0 F- z j Sanitary Side Sewer: Sewer Main Extension: { Storm Drainage: Street Use: l Water Main Extension: Water Meter: City G Tukwila Depat- tmer :t of Conimuitity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: ci.tukwila.wa.us N N Private: Y N Profit: N N Private: Y * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Public: Non - Profit: N Public: 4 i 1 i i . j 1 i i i i I doc: IBC- Permit D05 -423 Printed: 02 -10 -2006 Z dd F- W, U Q` J = H O u- w O. LL Q: CO =w z� E- o. Z F W o � w LU z F- . L� ..z w O Z City t,.t' Tukwila Steven M. Mullet, Mayor Department of Conitnttttity Developntettt 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206- 431 -3665 Web site: cttuk vilama.us Steve Lancaster, Director►- Permit Number DOS -423 Issue Date: 02/10/2006 Permit Expires On: 08/09/2006 Permit Center Authorized Signature: 1 Date: w Do I hereby certify that I have read and`eXamir Jthis permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating cons ,"ction .gr the performance of work. I am authorized to sign and obtain this development permit. Signature : �, Date: 2 Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC - Permit D05 -423 Printed: 02 -10 -2006 Z �W � D JU UO NO M J 1..- N LL W O LLQ � d =w Z f- I— O Z 1— w W U� .0 N 01-- WW H� u. O LLi Z P _. O Z I WA City o f Tul�wl l a r9re Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 0733000020 Permit Number: DOS-423 Z Address: 1161135 LN S TUKW Status: ISSUED Suite No: Applied Date: 11/29/2005 J v Tenant: DOAK HOMES INC - LOT 4 Issue Date: 02/10/2006 00 N C0 W J = 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** CO WO 2: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least Q 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. LL 3: ** *BUILDING DEPARTMENT CONDITIONS * ** W H z 4: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the ~ Building Official. w O W 5: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center v o (206/431- 3670). O N o f` 6: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to = W start of any construction. These documents shall be maintained and made available until final inspection approval is Ht—. granted. LL O w z 7: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall v bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site p F and available to the building inspector for inspection purposes. z 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 14: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 15: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. doc: Conditions D05 -423 Printed: 02 -10 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that Q the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. z �w 17: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall 0 be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum v O distance of 4- inches shall be maintained above the controls with the strapping. CO 0 i 18: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). w O 19: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248 - 6630). u. 20: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, w any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits Z presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila z O shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the w w Building Official from requiring the correction of errors in the construction documents and other data. o v co 21: ** *FIRE DEPARTMENT CONDITIONS * ** o 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the wr H U ~O following concerns: w — Z 23: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving v N surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) Z 24: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 25: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 26: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 27: The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified In Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (IFC Appendix B105.1) 28: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (IFC 505.1) 29: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at doc: Conditions D05 -423 Printed: 02 -10 -2006 .,.:• ,�.,.,. ;:, .: c,,,..,. .,•�.,'::e.,.:i >.:..:.+r:..;�� :�,t.:.w.�.zs::; a.:a -�_ ' "::Cit'.h:.2Wuus`ad' •g4seuf>a - Q' '`1W `'L' �'a. w S WA, .. � City of Tu Department of Community Development 16300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 (206)575 -4407. 31: ** *PLANNING DEPARTMENT CONDITIONS * ** 32: Eaves may only extend 18" into the minimum setback area. * *continued on next page ** doe: Conditions D05 -423 Printed: 02 -10 -2006 z 1 1-�': '~ w � u� D . 0 0 , N0. U) J �...' N LL: W 0 LL Q ND = a �w ` z !-- O z F-. 2 5'. U 0' vy O —: 0 , W W , L z U O Z ���1ti�71��i c� ��I • . !� T '1 • 1 � �x foes Af -� k-�ity of - i - uxwlla 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. Signature: Print Name: Date: /d doc: Conditions 005 -423 Printed: 02 -10 -2006 z Z '~ w D J U U CO LU N D J F N .LL w O' U. Q �d =w z F- O z F". w w U C1. O CO M F- LL O .. Z UN HH. O Z J �Y(tLA. W CITY OF TUKWILA Community Development Department Public Works Department t f Permit Center 190° 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan revie Applications will not be accepted through the mail or by fax. / * *Please Print ** �^ :SITE LOCATION ` King Co Assessor's Tax No.: 6 1 73 300 0020 Site Address: //6 �-- C1447 /(.� / �-u u Suite Number: Floor: N Mailing Address: I I F / 2_ L° L E -Mail Address: Day Telephone: 2 c> 6 Y 9 r E City State Zip Fax Number: 2 , 4 / GENERAL CONTRACTORJNFORMATION = :(Mechanical Contractor information on back page) Company N Mai I ing Address: /,�6�« r,� LG�"_2 City e e // z j / e a!P-2 n a ),2e& Contact Perso c,� �i� � , �� , Day Telephone: E -Mail Address: ti Fax Number: - 7 e Contractor Registration Number: p i Q�} �1�1•�F 09 21VZ Expiration Date: d r 4 a e * *An original or notarized copy of current Washington State Contractor License must be presented at the tinie of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company N Mailing Ad( Contact Person: .G 6)< Day Telephone: 9�_ E -Mail Address: Fax Number: .ENGINEER OF RECORD All plans.must be wet stamped by Engineer of.Record Company Name: /o Z// Mailing Address: 9.01 642Z A'~ J r�PFr�ru Aiv Contact Person: �l /y10 y �� / of zz e p_ E -Mail Address: q: \\permits plwlicc changakpemtit application (7 -2004) Revised: 6-11-05 bh Pap I T. U, le `�)�' 99072 City State Zip Day Telephone' f 9` -� y g j - Fax Number: Z / -Z 5 ` l� 5 / CJ �'3 1 1 ' 1� Z Z W QQ JU UO CO co W W = H �LL WO LLQ N Z) 2 Cy �W Z H F_ O Z F— W W U� OU) 0 t_ W W H� �z U= O ~• Z sx�r� BUILDINGERMITINFORMATION 20,631= 3670-' . r Valuation of Project (contractor's bid price): Existing Building Valuation: 1,e k" — Scope of Work (please provide detailed information): 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): .. 6 �/ / 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 ;Er. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers []..Automatic Fire Alarm . Jone El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Fl.. Yes ❑ .. No If' yes ", attach list of materials and storage locations on a separate 8 -112 x / 1 paper indicating quantities and Material Safety Data Sheets. Revised 6.8-05 Page 2 .t:x3:.w:.......c.r�ii::. Z Z �W QQ JU U M o J CO LL WO J W? N = W t— 2. ZF_ F- O Z H W 2j U ON W HF_ LL O •Z W co O Z Existing Interior. Remodel Addition to Existing Structure New Type of .. Construction per IBC Type of Occupancy per IBC 1" Floor. 12 ol 2n Floor . 3 .:Floor" Floors thru :. . Basement Accessory Structure* Attached Garage 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): .. 6 �/ / 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 ;Er. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers []..Automatic Fire Alarm . Jone El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Fl.. Yes ❑ .. No If' yes ", attach list of materials and storage locations on a separate 8 -112 x / 1 paper indicating quantities and Material Safety Data Sheets. Revised 6.8-05 Page 2 .t:x3:.w:.......c.r�ii::. Z Z �W QQ JU U M o J CO LL WO J W? N = W t— 2. ZF_ F- O Z H W 2j U ON W HF_ LL O •Z W co O Z Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet: Water District .Tukwila El ... Water District # 125 ❑ .. Highline ❑ . Renton ❑ ...Water Availability Provided Sewer District [...Tukwila ,�ValVue ❑ .. Renton ❑ ...Seattle Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. f Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ... Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. 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 - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance EZL - Right -of -way Non Right -of -way [...Total Cut cubic yards ...Total Fill �� cubic yards ,]...Sanitary Side Sewer ❑ ... Cap or Remove Utilities ff .Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water _ Permanent Water Meter Size..." ❑...Temporary Water Meter Size.. is ❑ ... Water Only Meter Size............ " ❑ ...Sewer Main Extension ............Public ❑ ...Water Main Extension .............Public ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut El.. Looped Fire Line 11 WO# WO# WO# Private Private ❑ .. Grease Interceptor ❑ .. Channelization �.. Trench Excavation ® . Utility Undergrounding ❑ ...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ...Water ❑ ...Sewer Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Name: A/ k gco e t Day Telephone: A D6 -A C/ 6 ~ 6 j Z - c Mailing Address 1/ 12 - a 61'11 11�-QP ,� ,� A, eorZ2 City - State Zip Water Meter RefundBilline: Name: Day Telephone: Mailing Address: City State Zip q'Npermiu plwlicc ehanges%permit application (7 -2004) Revised: 6.8.05 bh Page 3 Z �Z �W �U 0 NO CO LLJ J = CO LL WO }} �J LL Q N� FW Z H Z� W U� O CO C3 H WW H F_ LL O W Z co O Z a M .ECHANICAL PERMIT INFORMATION 206 431 -367b, ' MECHANICAL CONTRACTOR INFORMATION Company Name: /�P; , �/ t? Mailing Address: �Oe �% CWi¢ /'1.� City State Zip Contact Person: kA-v Day Telephone: R : 5_ 3 ` M- a:� / E -Mail Address: I Fax Number: V, 5 Y -57 Contractor Registration Number: Fk / , rE I x 3 Gog Expiration Date: /G' = G e, * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" ..s J Valuation of Project (contractor's bid price): $ of Work (please provide detailed informal N Use: Residential: New ... Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Type Electric ..... ❑ Gas..., Other: Indicate type of mechanical work being installed and the quantity below: Unit T ei . Qty Unit Type: Qty Unit T e: Qty Boiler/Corn pressor: Q Furnace <IOOK 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 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator S stem Air Handling Unit Incinerator — Comm/Ind Other Mechanical <10,000 CFM Equipment PERMIT APPLICATION NOTES = Applicalik 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 OWNERiOR,AUTWRIZED AGENT: Signature: L Date: ce/ -; 2, o�� - Aff0 Print Name. a l V e � l Day Telephone: A O E ` � `� � � Sg 7 Mailing Address: // !V 2 -2 6N 9t� �' [ Jr gu G ^i Pi1> to City State Zip Date Application Accepted: i Date Application Expires: Staff Initials: q. \\permits plus\icc changes\permit application (7.2004) Revised 6.6.05 bh Yage 4 NO M wd++e xa*rw ru !4S . NET15tW�1i154{�?A?I�StRCd4A DRS. r7 h?S,S.#:�+1Rtt sr, +s *. K+ryh? C� ' s x yt oc: cv rr v r M rR , ti:f .. t',+'�_!1•R`3+:i '- `?C4 ��:,. 1 ". ^�, Ar ?;fi'w"t:f'�'�. °;�i�l =�??'zuA.'1 +� I I Z =H '~ W UO O W= H S2 LL WO LQ rn � 2 �W Z F- 0 W F �5 U� O� 0 I- WW 2 F- H -O W Z U= O Z J,��111ia, W City 1, .t Tukwila Steven M. Mullet, Mayor o y Department of Public Works James F. Morroiv, P.E., Director 6300 Southcenter Boulevard, Suite #100 N 2 Tukwila, Washington 98188 r Phone: 206-433-0179 1908 Fax: 206- 431 -3665 Web site: ci.tukwila.wa.us WATER METER INFORMATION Parcel No.: 0733000020 Permit Number: D05-423 Address: 11611 35 LN S TUKW Issue Date: 02/10/2006 Suite No: Permit Expires On: 08/09/2006 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 INCLUDE: FILL AND GRADING SO SITE SLOPES TOWARDS EAST MARGINAL WAY SOUTH. CONNECT TO NEW PRIVATE WATER MAIN EXTENSION. NEW 3/4" WATER METER. STORM DRAIN CONNECTIONS FOR ALL NEW IMPERVIOUS SURFACES. CONNECTION TO VALVUE SEWER. DRIVEWAY CONNECTION TO PAVED EASEMENT. CASCADE WATER ALLIANCE AND DUWAMISH CONNECTION FEES APPLY. See D05 -422 for erosion, right -of -way work, private water main extension. Water Meter Size: Quantity: Water Meter Type: Work Order Number: METER #1 METER #2 METER #3 0.75 0 0 1 0 0 PERM Z Z. ' w � u� D UO C 0 C0 w W = E- V) u.. w 0 9-1 LL d N D = �. W ?_ H ZO 25 D0 O N � F- W F- u O .Z w co Z 5204b06 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: Cascade Water Alliance (RCFC): Y TOTAL WATER FEES: $2,822.00 $600.00 $2,222.00 $0.00 $0.00 $0.00 $0.00 doc: PWWATER D05 -423 Printed: 02 -10 -2006 City of Tulcwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 (206) 431 -3670 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- CASCADE WATER ALLIANCE. 401/386.550 2,222.00 Total: 2,222.00 .. Rece . 00 .: � ........ ' ... h',_, .s.:.:. ��:'u..:w; _ ..�Eiw.o::i..l:,, n.:. L.!:: Z• i. �:.: uir..+Gr.:.:a.s.!..Aiai.L.:... . lW: .�w.i.�.i�a...e.J:.u+S+d:..�.:. �:.1:�•F+y:.. �'.5.: a..:..La:1�.:.1, ftr1 ". Y- .�- .(:J::G.iA Z 00 CO 0 J = F- N .w w J U. ?. co a F- _ z }:. 0'. Z I-- w W U 0 � 0 1— w U- - - Z W U= O Z RECEIPT Parcel No.: 0733000020 Permit Number D05 -423 Address: Status: PENDING Suite No: Applied Date: 11/29/2005 Applicant: DOAK HOMES INC - LOT 4 Issue Date: Receipt No.: R05 -01799 Payment Amount: 2 Initials: LAW Payment Date: 12/16/2005 11:49 AM User ID: 1630 Balance: $3,102.62 Payee: DOAK HOMES INC TRANSACTION LIST: Type Method . Description ---- - - - - -- -- - - - - -- --------------------- Amount - - - - -- ------ - - - - -- Payment Check 5104 2,222.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- CASCADE WATER ALLIANCE. 401/386.550 2,222.00 Total: 2,222.00 .. Rece . 00 .: � ........ ' ... h',_, .s.:.:. ��:'u..:w; _ ..�Eiw.o::i..l:,, n.:. L.!:: Z• i. �:.: uir..+Gr.:.:a.s.!..Aiai.L.:... . lW: .�w.i.�.i�a...e.J:.u+S+d:..�.:. �:.1:�•F+y:.. �'.5.: a..:..La:1�.:.1, ftr1 ". Y- .�- .(:J::G.iA Z 00 CO 0 J = F- N .w w J U. ?. co a F- _ z }:. 0'. Z I-- w W U 0 � 0 1— w U- - - Z W U= O Z INSPECTION RECORD C2 Retain a copy with permit I ✓U� ""�G 3 INSPECTIOWNO. PERMIT NO.� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) -3670 Pros t: y (L Type of Inspection: e( PQ 1 Address: Date Called: Special Instructions: Date N{anted: a. m. r Requester: Phone No: %Approved per applicable codes. � Corrections required prior to approval. '? co v vo ► -�- 0- e - ,r 1 4 . 4 r 7 / ins p or: 1 1' Z O — b $ .00 REINSPECTION FE REQUIRED Prior to inspection, fee must be p id at 6300 Southcenter B d., Suite 100. Call to sechedule reinspection. RecWpt No.: I Date: c� .-. r'..�.: wqt .i`.� ;i ��� 1�L + f4 "'1��. .t G?J �' +. ♦+.'"j. ,ll :l.w�}.•:r +1`', +'i. <.. ., t t...: :t.,t.J'..,p z �Z � W D UO 0 C/)= LL W O LLQ Cl) d = W z I— O W ~ W U� ON 0H W uJ H u_ Z 111 U =. o~ z INSPECTION RECORD Retain a copy with permit INSPECTION NO. W CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - 6 I Prole t: 1 JN C' Type of Inspection: -/ All -? / Address: Date Called: Special Instructions: Date Wanted: ar L/— J `j- O ^7 M. Requester: Phone No: ;2Ud- -3 72 - 72!b Approved per applicable codes. Corrections required prior to approval. COMMENTS: l -01 .5 - Ire /—j ti� I InspFat6300 Dat P CTION EE REQUI . Prior to inspection, fee must be outhcenter Blvd. , Suite 100. Call to sechedule reinspection. ceipt No.: I Date: Z = Z W WI JU UO N O J = H CO LL w 0 LL co = d. W z �. �0 Z H W w U 0 � O H W LL —0. Ill Cl) O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. WE T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 7 D . - r I rojEmt, / ) 1 711'e /7 -1 --.< T o nspe tion: A--,e 7/x Ad d - Re as: ZAl Date Called. Special Instructions: Date Wanted: -1: p.m. Requester: Phone No: - .7 11 Z Z W JU 0, Cl) 0 wW LL 0 . 9:3 LL .0c a W Z z LU 5 CO 0 ❑ F- LLJ W C.) u. 0, Z C.) C/) O Z 'Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 W)4 3 -370 Pro t: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: V /� — Requester: Phone No: I Receipt No.: I Date: �klvl 9 I 11 �t Z 3: � W JU 00 C 0. C/) W UJI CO) U. w 0 2 � 9-1 LL CY 3: I.- W 0 W �- LLI 5 C0 W LLJ L ) LL 0, Z CO) 0 Z -gApproved per applicable codes. FICorrections required prior to approval. INSPECTION RECORD i Retain a copy with permit d S - y ? � I INSPECTION NO. PER W I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Fl Approved per applicable codes. F1 Corrections required prior to approval. 01 i �1 I Project: Type of Inspection: lL \ M , I- / .-I Address: Date Called: Special Instructions: Date Wanted: Ka. m. .-- -�— _ - 0 Reque ter: Phone No: (o — 1 Z W UO 0 0 WO }} �J U. N = a W. Z F- F O Z F- W W U� 0 00 �H WW U- O .Z W co O Z N,'th n.w;�n >SRi.y` plat �.,�., . n :•�x INSPECTION RECORD Retain a copy with permit [ V � INSPECTION N0. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project: 1) (!VlqA l / /O/ S Type of Inspection: Address: / /G // -3 //V Date Called: _ Special Instructions: Date Wanted: _ Requester: Phone No: 2 G 3 I] pproved per applicable codes. Corrections required prior to approval. MENTS: Inspect r Date: $58.00 REINFECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z i}- Z W a�. �U UO W= CO U . W . L L �.. W z ZO W �5 U� 0 H W W, �. W Z L11 P _ O F- z k a INSPECTION RECORD k INSPE N0. Retain a copy with permit pER r r 1 CITY OF TUKWILA BUILDING DIVISION . 4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (0 � 431 -3670 E Projec t• Type of Inspection: oll D Approved per applicable codes. Corrections required prior to approval. COMMENTS: A /Z41 A l 42 41"'Ae I 4 , `V L , wl C� i> it t :] Inspecto . Date: .r / f ) a4ldd 4 44 hn r $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: j "�4'� 5 ' !ifi1.,,R''.ta+Mf�+r:t7.'t:a :r�?'k"���."F:�. ,.zr';• +wt, ti}t `. +rfar r. n�i,.l*,?;«:q� +�,'f ?ff *'�'`^' �.:. na.f.+; ,a:, 6,....�... � /. Addre$s• � D Date Called: Special Instructions: D Date Wanted: m .� m. Requester: Phone No: O !il Z U= o� z 6 INSPECTION RECORD ' Retain a copy with permit 5 INSPECTIOWNO. PE T 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43.1 -3670 Proje Type of Approved per applicable codes. Corrections required prior to approval. M M ENTS: DI ✓ 3 G Receipt No.: Date: Inspector: V Date: $58.00 REINSPECTIONJFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I� i r Z P �W C QQ C JU UO N� J x NLL W O La = d �W Z F- O' W ~ W U� O CO3 C) WW LL —0 .. Z W U =, O� Z nspection: r Address: Date Called: Special Ins ructions: Date Want— 4 - a.m. .m Reques er: Phone No: Approved per applicable codes. Corrections required prior to approval. M M ENTS: DI ✓ 3 G Receipt No.: Date: Inspector: V Date: $58.00 REINSPECTIONJFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I� i r Z P �W C QQ C JU UO N� J x NLL W O La = d �W Z F- O' W ~ W U� O CO3 C) WW LL —0 .. Z W U =, O� Z •..4C: INSPECTION RECORD Retain a copy with permit SUS' INSPECTION NO. PE WO) . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 -36,7 Pro ect: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a:nT i/ p.m. Requester: Phone No: -2— C? ( I.- ! 1, tk Approved per applicable codes. Corrections required prior to approval. COMMENTS: TF l �r r rt ; l ,-J c) 1 - nJ c:3 c° In ector. Date: / /- i 3- 0 ,/, 0 REINSPECTION F E REQUIRED. Prior to inspection, fee must be epa�Mt 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: I Date: �F �a Z H ~ W fY � JU 0 N co W J = II S2 LL W O ILL ?. c = W H Z� O. W E- � = p U O CO) WW LL Z UN p _ O Z INSPECTION RECORD l Retain a copy with permit bl � 2 INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3�17 Project: Type of Inspection: Ae - viz Address: Date Called: 161 .�� Special Instructions: Date Wanted: Requester: Phone No: Receipt No.: Date: Z �W QQ � JU UO CJ) C0 LLJ -_ Ln LL W O 9 - LL C0 = F. W Z F- HO W ~ W U� O� wW LL. O Z U= O Z a Approved per applicable codes. g Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit 0 - INSPECTION NO. PE T O. ' CITY OF TUKWILA BUILDING DIVISION j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 (206)431- j Project: e- 1161 ! Type of Inspection: 1- - W 4,7) Address: Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No: --2d 4 - D 3 - 2(L I Approved per applicable codes. O Corrections required prior to approval. A M ENTS: rnsp ctor: \ Date: A t-64 144 4 11 D $58.00 REINSPECTI N FEE REQUIgED. Prior to inspection, fee must be paid at 6300 Southce ter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: :1 I i 1 . t Z � Z. W W� UO N o W = J F.. . cn u- W O LL Q N d = W H =. Z F-- �O Z F- 5 U� .0— WW F- LL Z 111 U= O F- Z I I INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 4 1 -3670 Approved per applicable codes. Corrections required prior to approval. S Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. Reque 'ter: Phone No: R Date: Z Z �W JU 0 UO W= J F_ .LL W O J LL co = W F- _ ? F- I-- O. Z R LU �5 U� ON Ww ~ H W Z U= O F_ Z IJC11U Al UJVV _1UuLrn.cnLci uwu., JuiLc ivv. %.au w ac%.11cuukc 1cmalic'-uvn 'Y 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 -3 Pro' t: � 1 -16 Type of Inspection Address: Date Called: Special Instructions: Date Wanted: / a�•r . , Re uester: Phone No: proved per applicable codes. Corrections required prior to approval. COMMENTS: i j � is i i Inspector t� Date: $58.00 REINSP, ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Shcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: :1 Z W UO CO)� W = I— U u_ W O LL Q co) = F_ W Z H I— O W F- 2:3 U� ON O E- WW O W Z U= O F_ Z _...�._.._. _....__._..__.r ------ ._....., _.v._.._.. �._._.... INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 3 -3670 Project: ! ' ! ON 21-r MW Type o ection: lki-I Add �S ' Date Called: Special Instructions: Date Wanted: a.m. 30--� p.m. Requester: Phone No: F Approved per applicable codes. @orrections required prior to approval. I COMMENTS: -1 a ,fir C -c h7Q /� i r i� u r nspector• Date: $58.00 REIN ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. teceipt No.: Date: Z Z' W UO (D a J H S .IL W O L_ ? I ', WO UJ U� O� O tr WW U u. O. Z U= O Z INSPECTION RECORD Retain a copy with permit WE INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO Southcenter Blvd., #100, Tukwila, WA 98188 Proje Type of Inspection DC/ Address: Date Called: Special Instructions: Date Wanted: a. Requester: Phone No: Approved per applicable codes. (yy[ {Corrections required prior to approval. CO MENTS: _`' _ tA Inspector: Date: J 1-7- / $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: r Z �w QQ JU UO to 0 J F=- .LL w O J LL � = W !` 2 ? F- F- O W F- 2j U ON W H0 W Z 111 U = ~O �. Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43'1- ,6 0 Project: ��&k ZA2�z� . &/ i;l Type of Inspection: !��22. , S �/� /,,�z / >�, Address* l � Date Calle Sp cial Instructions: Date Wanted: a.m Date Wanted: a. m. --- rj P. Requester: Phone No: Receipt No.: Date: Z W JU UO U � J� U) LL w O 9� u_ ?. � = W H ? }— Z �— W U� O N C3 F- H� �O 111 Z U= O Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD F Retain a copy with permit lZ INSPECTM N0. PERM T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06) 31 -36 Project' Type of In ctio Address: Date Called: Special Instruction //s: L Date Wanted: ��� m . Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: z �W JU UO Cl) C0 UJ J = C0 L WO LLQ N� = F_ W Z f- WO W U� O N. 011— W N� L L — 0 z .. W U C0 F- _ O z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit 05 - %2 INSP90TON NO. PE IT 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367V Project: Type of Inspection: Address: 11�11 Date Called: Special Instructions: Date Wanted: 6 — / '/ — 0 p.m Requester: Phone No: ;' 115 - )Approved per applicable codes. Corrections required prior to approval. OMMENTS: �M- I I FRAM"I,.f rRece 1 580 REINSP .0 i p a id 00 Sc aid at 6300 Sc eceip t 0 i0t No.: ZeA FEE l REQUIRED ior to inspection, fee must be �r Blvd., Su�koo.. Call to sechedule reinspection. -- I - Date. 3 Z �QQ 00 CO Cl C0 LU LLl M -J I- CO.LL 0 LL U) CY LU 0 z �- LLI W� 5 L) C0 0 a I- LU W M 11-- LL W z U= �- O Z� INSPECTION RECORD -j Retain a copy with permit INSPECrON NO. P RAN 0 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43,1-36 Project• Type of Inspection* Address: SL Date Called: Special Instructions: Date Wanted: P .M. Requester : Phone No: ys Receipt No.: 7 Date: Z Z W L) 0 0 too co Ill LU to U. tu 0 2� 9 Ei LL co CY W Z O. W � W LU 5 cf) 0 0 F- W W L) 0 ui Z L) C . H 3: 0 Z L--j paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Ir INSPECTION RECORD 5, 'yZ r Retain a copy with permit 3 INSPECTION N0. PE T CITY OF TUKWILA BUILDING DIVISION ?. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: Type of Inspect . o / � : ' /1 W,911 z 1Z � W Q � JU UO WH 0) LL W O U. N� =a �W z F— O z (— W W U ON o E- W LL .• Z W N O Z S rl fPCG Harp C'allari. z 1Z � W Q � JU UO WH 0) LL W O U. N� =a �W z F— O z (— W W U ON o E- W LL .• Z W N O Z INSPECTION RECORD Retain a copy with permit - 5 INSPECTION NO. PERPqT N0. CITY OF TUKWILA BUILDING DIVISION j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 F0 31 -367 Proj ct: o 'g < Type of Inspection: F�00777#/ r Address: //( Date Called: Special Instructions: Date Wanted: •— S —� G p.m. Requester: Phone No: N A per applicable codes COMMENTS: F1 Corrections required prior to approval. nsp or: Date: Cii✓� ) �� 8.00 REINSPECTION FEE RkQUIRED. Prior t inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. eceipt No.: Date: Z ;= Z �W QQ� JU UO N J 3: W O LL _. Cj) C1 = W Zo W uJ U� O N OH WW H� ti O W Z U= O Z INSPECTION RECORD Retain a copy with permita INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projeq', jl f L'ba t - h6 Type of In pectioM M) �- (I Addr ss: Date Called: Special Instructions: Date Wanted: d,m, 0 Y/// /0 -7 p - Requester: Phone No: •7a - ,�; Approved per applicable codes. El Corrections required prior to approval. a4 COMMENTS: 6 , Inspector: Date: t l d 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 w Q � JU UO N J F=- (0 U- W O u_ co T O ?� I- O z�- w LLI U� CO) 0 ir- Ww W Z U� P _ O ff. z { INSPECTION RECORD I Retain a copy with permit �U INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. i. Project • - I !,U Type of Inspection ( Address: '� // '55 �n S Date Called: O - 3 � /a / 7 Special Instructions: Date Wanted: p:m. 1/fJ�t� Y�� y - ° � Requester: �� _f � C� r r Phone No: I' i 1 i. { r I. I i i { i i C Inspector: Date: - /Y/(-) Receipt No.: Date: 77:�] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z = f" '~ W O U NO C0 111 F u_. w° C0 F- W z ZO w �p LLJ U 0 1-- Ww U. w z U= 81 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 c r✓ hone No: Approved per applicable codes. Corrections required prior to approval. h" 5�. Project: K — p t `/ Type of Inspection: Address: i 5 Date Called: / /� Special Instructions: Date Wanted: �D 6 p.m. Requeste P � Inspector: / Date: I / Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior Z �Z �W J U UO (/) W= N .U. W O U. Cj) = W H ? H O. W �j U� o E- WW F� W Z 111 U= O E- Z . �i^ Y ''jW!rKy+�•!Y!!1'LC`;;£yM +! .`^tyl"".TI�.."7 .t.+ •- �. .i^T'>•S'- e...T ^..;Tv - ... r . .. t,. 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: D aa� Homes Type of Inspection: Type Address: t /- ! fe 1 n S Date Called: �' Special Instructions: yO � L Date Wanted: L4_ 4 � — O6 a.m. Requester: Da m ) f -"r. Phone No: 2 0 6 - <'31 09 39 r „ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Z Inspector: Date: z� ,b 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 if— Z W JU UO N J � �U- W O 2� J U. Q co = F i F- ZO G 5 U� N o ,_ , Ww LL LLI Z U= O Z INSPECTION RECORD -• Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206- 575 -4407 Project: a 0 C X He: m e 5 � -�� Type of Address: / / j/ 3 5 L. Contact Person: Suite #: Special Instructions: Phone No.. G�,f • J Z Z Z-,�" t� Approved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: . i . I Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: M.' ��� I Date: c/j z. o / o 7 I Hrs.: ' $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ` ity 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 0 = w J H T LL WO �-J LL Q co D = �w z H- O z t-- W W U ON at-- wW F� LL O ..z w CO O z `1. - JA W 0 J Q VI 1908 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director December 2, 2005 Darryl E. Doak, Sr. Doak Homes, Inc. 1181226AvSW Burien, WA 98146 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -422 through 427 Doak Homes, Inc. — I I6xx East Marginal Wy S Dear Mr. Doak: This letter is to inform you that your application received at the City of Tukwila Permit Center on November 29, 2005 is determined to be incomplete. Before your application can continue the plan review process the attached itcros from the following department(s) need to be addressed: Building 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 resubmittal. I have . enclosed one for your convenience. Revisions must be made in person and ►vill not be accented through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, fifer arshall Permit Technician Enclosures File: Permit D05422 through 427 P:Venniferllncomplete Letters\D05422427 Incomplete Ltr #I.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206.431 -3665 z i� ;�- z' - W W � D U 0 UO -J� NW WO U - CO T H =. ? F- 1, O z t-- W W D 0, . 0— CO, 0 H WW H� LL O .. z W U= OH z Determination of Completeness Memo Date: December 1, 2005 Project Name: Doak Homes, Inc. Permit #: D05422,423,424,425,426,427 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 11x17 to maximum size of 2436; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 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 8405.1) 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 JU UO CO U) LL wo LL Q CO) D = �w Z F- F- O Z H w 5 U� o� o�- wW F� LL O ui Z U= P- 0 F- z IERMIT COOR D Copy , '. , PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -423 DATE: 01 -05 -06 PROJECT NAME DOAK HOMES, INC. SITE ADDRESS 11611 35 LN S, LOT 4 Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS ( `''t i Bul ing Division Fire Prevention �� Planning Division i P blic Wor Structural ❑ Permit Coordinator ❑ nA 0V i DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 0 1-10-06 Complete ❑ Incomplete ❑ Not Applicable ❑ f Comments: i Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route F Structural Review Required ❑ REVIEWER'S INITIALS: DATE: C APPROVALS OR CORRECTIONS DUE DATE: 02-07 -06 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenistrouting slip.doc 2.2M2 ": ..._l•...:, ...•u .. ....... ....'....:..:...:�..t.....w -... ..':... 1......:: u.r...i ...:+.,'.:.x .t..o... fv yak. }. t'!.:ifA. .. A. >Ai v :'.s ii .4/h -w. l.,i.'fi"k J ._)�. +,.V ... 1.... t:�� �(A4I[SI:. .tt. MuCG,.'�ni.t�..�fiN'in u...Cr LiI.:'. �'k:. Sr C No further Review Required z Z J0 UO Nc CO III J I,_ S U. w I_j li ¢ = �w z X F-- WO W �p O� off w LL z U= O z 'PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 - 423 Response to Correction Letter # PROJECT NAME DOAK HOMES, INC. SITE ADDRESS 116xx EAST MARG I NAL WY S X Original Plan Submittal DATE: 11 -29 -05 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: BA Wiviion Fire Prevention Planning Division Public Works Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Tliu ) DUE DATE: 12-01-05 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: �'Z(o21.D�� LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required 1 j REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions❑ Notation: REVIEWER'S INITIALS: DUE DATE: 1 2-29-05 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -2M2 ,.:315 itt.icC,.:j4W:}zY . .S?:i4` ME�ui: MAh. N% a. hAi! w' wr.�wwY'LiCUW/Ii:SJMl'ari+S.w�e nb... z IZ i~ t r1_1 � JU UO CO J = F— �w w� L_ CO) a = w z� ►— O z t-- W W U� O- OH wW I- - O z W U= O z 4 City of Tukwila 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 Web site: http: /htnviv.ci.tukwila.wa.its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ( _�S 06 Plan Check/Permit Number: D05 -423 �] 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 Homes, Inc. �L � Project Address 116 - Maf4'�Y �c Contact Person Darryl E. Doak Sr. Phone Number: Summary of Revision: OMY Of TU KWIt A JAH - vi 2006 Sheet Number(s): "Cloud" or highlight all areas of revision including datll I' e,, of revision Received at the City of Tukwila Permit Center by: bULLz'E AJ Entered in Permits Plus on 1 - 5 `D(,p pplieations foiYns- applications on line evision submittal Created: 8 -13 -2004 Revised: Z Z W QQ JU UO Cl) 0 w =. to LL W O L Q mD = �W Z= ZO W D o U O CO) C) L` WW U u- O Z UCO) F= _ O Z i PXLF CM b Permit No. Plan r �:' c'�Isslons. Return Address: Doak Homes, Inc. t' = .:orize 11812 — 26th Ave. S r W 'efpt Burien, WA 98146 ' =d: 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, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, R4E, W.M., KING COUNTY, WASHINGTON. Section, Township, Range: Section 10, T23N, R4E, W.M. Tax Parcel Number(s): 0733000010, 0733000020, 0733000021, 0733000025, 0733000030, 0733000031, 0733000032 ,0733000033,0733000034 CITY OF T Pa of 3 JAN 05 20b PERMIT CENTER INCOMPLETE LTR# pal Z ;= Z 0: W D UO: O = W CO L W U- j. � =w Zo W LLJ Do o N. 0H w F- U' O ui z U= O Z R' 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 ,)_ ..,„:,- .i. -.::.» ��..S:.IJ.� SI,,. = �k'��- :+,:1��..;,4im,La'J. per.:.+ w'. Y.++: Ai°•,. ivw. i. v. yw+«'.. iww' w;., s, e^.* nc.;. i' wrnwl w.- a. ihi u:. �kwti.: iue' X�L' ua' Hrtil s. �r;: rlwxk::: i. 4. R :Siu:kr�rX:�:yl.:rtul'aiiftxtit{i �u.LH'.w+t!Ci �'• z i += '~ w � �U UO (/) CO Ui J = CO LL wO LL a CO D = �w z f - O w 7- 5 U O CJ) o� wW F� LL O z W CO O z r' 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 GRANTOR AND GRANTEE by: Darryl Doak, Sr. by: Estrella M. Doak Date: Date: STATE OF WASHINGTON ) )ss. COUNTY OF KING ) j 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. 1 i t Notary Public in and for the State of Washington, residing at f f My commission expires: Page 3 of 3 �� ,;1.; : h -u ! + �a+. dcv :1.:`.:i:...w•::.wi.::«a.a.:..; .uc.u..1:.ti.JU'fiei. w. u:: 4S+ r lia:. ni: iFw d.+.. adt; �i:; w. . a4a- llla:= .ils?:.Y C YI;..�:+�:. u:w Z ; -z �w QQ JD UO CO) J = H ELL w 0 LL Cf) = d �w . z = f- ►- O Z F- w w D0 ON WW LL O .z w U= 0 F" z T 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 9 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 110 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; (l..�s. r�s:+ :.JS., � ,«.: �•..:.'.. 1,' .- ;r...n:diik.w�.le..y.:7:w::�: � �..{: ar.' aiCtir;:s�5ai.`.r`...'s:LJ.4'u. ' xxu�. „W'it:.ti,iw.tt.s��;r.i i..i ^ .•..+si;,w�l'��r � _ r "«t:.w��G:ufi:::.iti. z ;3: z �w aa JU U U) o CO W W_ U) L w LL U� = F w z F w� U� ON off w W F- u. O z w CO O ~ z EXHIBIT A, continued, Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; Z EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds w recorded under recording numbers 3122159 and 3120159; 2 AND EXCEPT for portion deeded to the State of Washington for South 116' Street Extension by v Deed recorded under recording number 3120159. 0 0 p to w (Also known as Lot 4, Bennett's Interurban Tracts, less streets.) Co u . 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- W.M., in King County, Washington, described as follows: O =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 O August 7, 1913; g 5 Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument v 0 co set at the intersection of said released lands with the east marginal line of the Pacific Highway; O n 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; °05' v LL Thence South 13 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 Z margin of the right of way of the Puget Sound Electric Railway; w v N Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; z Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South I I6` Street Extension by Deed recorded under recording number 3120159. (Also known as Lot 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 1 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 1 05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 0 55'00" East, perpendicular to said highway 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; ..r z } Z �w QQ JD U0 N CO w J � CO .u- w u- CO d . ►- =w _ z �- F- O z F- W5 U� ON � I- wW H w z ili 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 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; .'. _ d' ,..ti,::.t:. ..k.:. ..au...L�l:.v:. �:i.: ...rrfi,w �.� ,r&:;: tp. ..rf, 'i:.;kr -, rvd±w..£..,.. ,:: 1: sa:; a:' e:..i.L:L�ua:o::t..i.Adnl:a'.V= .r.d..4.f;TS+d:.,�i.'�Y.>.�: C..eSwk �::;iuFat�.a+s.� ^d6s•wt�:l: z �- w o Q : � 30 UO N co w J = H U) L w0 Ei LL to =w zF- F- O w ~ w U co o H- ww U- O w z U= O H z 4 ' 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 1 55'00" West along said parallel line 263.13 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 10, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. z ;= z �w UO CO 0 CO 11i �qM LO .u_ W 2 CO d =w F- O w 25 U ON o �- wW H� U- O u.i z to 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. �' '1.., .,1.. w {d...+h•: r. w.r 'rF:,i�:.. A'. ��C4..�*+. ,•.r.. +, 0. �./ �.J.w'+.tu.fwi.w lw' w..4t144i'HL'ub1.41:x�1r6'. wJ a..f.+::.i.1u:.i�.. �iJ�d:i i/.w... ". z Z W u� D UO ( I ) o J = U) u. w O 'qa LL Q N � = �w z f- �-- O w ~ w U h- =U tL O ui z U� H= O F' z N Me copy Permit No, Plan r�,.. -:. Orize Return Address: Doak Homes, Inc. 11812 — 26th Ave. SW Burien, WA 98146 Title: UTILITY EASEMENT AGREEMENT Ems_ Grantor: DARRYL DOAK, SR. AND ESTRELLA M -DOA K, a marital, gommunity Grantee: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community Grantors Legal Description: LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, R4E, W.M., KING COUNTY, WASHINGTON. Grantees Legal Description: LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, R4E, W.M., KING COUNTY, WASHINGTON. Section, Township, Range: Section 10, T23N, R4E, W.M. Tax Parcel Number(s): 0733000010, 0733000020, 0733000021, 0733000025, 0733000030, 0733000031, 0733000032 ,0733000033,0733000034 RECEIVED CITY OF TUKWILA Page 1 of 3 JAN 0 5 2006 PERMIT CENTER INCOMPLETE LTR# ,J L423 � �.,. It z = Z � JU U0 WF- CQ w w 0 LL ¢ CO) D = �w z �0 w ~ w �o U O N: O i-. = U LL 0 .. Z. w U� O z y 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 .<.:_, �_.:.._._...:.: ._.a.,.�.a:,.....�...!..11... ,:- .,....t0 1-11 !t.�.. ���i -.. „-.a' �.+:++rar+t,rwv.:.,i t �77=y...;i.at:: - +;.. zz Q 2Z '~ w a! � �U UO (/) W = cn .n. W LL Q N D = �W z F- O z �- VO O S2 OH W LL O ui Z . CO o� z �j UTILITY EASEMENT AGREEMENT i a: GRANTOR AND GRANTEE GRANTOR AND GRANTEE by: Darryl Doak, Sr. by: Estrella M. Doak Date: Date: STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this day of January, 2006, before me a Notary Public in and for the State of Washington, personally appeared Darryl Doak, Sr. and Estrella M. Doak, to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in the instrument, and on oath stated that they were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Notary Public in and for the State of Washington, residing at i My commission expires: I I I Page 3 of 3 Z W �D 3U UO Cl) co W W_ H N .L. W �a- LL �D = �W Z t- 0 Z W D o. U .O N Cl E- 2 L) LL W Z O Z EXHIBIT A LOT 3 That portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, z Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: _ Beginning at the northwest corner of said Section 10 and thence running south along the west line of uj the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of 2 land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded U August 7, 1913; C O 0 Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument co = set at the intersection of said released lands with the east marginal line of the Pacific Highway; -' �- N Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line � w 0 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; .a Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western N margin of the right of way of the Puget Sound Electric Railway; _ LU Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said Z line parallel to and 80 feet South of the South line of aforesaid released lands; — O Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 w U J feet, more or less, to the True Point of Beginning; ? Q U EXCEPT the south 101.00 feet, as measured perpendicular to the south line thereof; o AND EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds w recorded under recording numbers 3122159 and 3120159; H U AND EXCEPT for that portion lying north of the south boundary of the lands deeded to the State of LL — 0 Washington for the South 116` Street Extension by Deed recorded under recording number 3120159. z iii U t (Also known as that portion of Lot 2 lying south of South 116 Street and Lot 3 of Bennett's F- H Interurban Tracts, less streets.) z LOT 4 The north 52.00 feet of the south 101.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section f0 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; �, � � �.� • � .,'.. .. .�.i. .ni.u� : r. •w;..rII".iw�a +.,.ik.::3.;'+„n.. wit..`. a �."• sa' irxCFu.= l..: 1'« L" +:ti�u'iG.u�:{i:: 'LU7.:��ii'.C�iC.. '.._... r..r- � ...:.:. ... '. :..:. ..'..: .• . ...... ..... .... �•.Si �..., r.., i....:. 1 .�..eA.'wa.�w..::.....r.1,,. 1.1u.x`.•�:�C. J�.L II..lA�...t6x.�/.rviwi...u.: .f.r.. w.*r v. N?wwl:c..i:,s ..M1e:yyw EXHIBIT A, continued. Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; z EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds 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. 0 0 (Also known as Lot 4, Bennett's Interurban Tracts, less streets.) cn ui � N O W 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- W.M., in King County, Washington, described as follows: C� Beginning at the northwest corner of said Section 10 and thence running south along the west line of H = 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 z O August 7, 1913; W UJ Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument v 0 set at the intersection of said released lands with the east marginal line of the Pacific Highway; p 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; = v Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; °55' 0 Thence North 76 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; w co Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said H line parallel to and 80 feet South of the South line of aforesaid released lands; O 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; �.'.�.._ , , ._i Cv':fr. _ 4� 11. aU:. .�n_v:.ve.., SuL+a«'•u�r+uh +r 4�+ wd�Vti.: HakJw..+ �:+. aLiu {1:�witi:'aL4...:tltsi+::.�ati �- i� "•� —�. ' v�'.u�d �...L`i.11J+:.a:4�a ri.c.:su>;::uF.l.,ua:.r• 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 1 05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 0 55'00" East, perpendicular to said highway 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 �z w .J U U0 CO co LIJ J = CO .L w 0 LL Q CO D = �. w z HO z F- w w U� O - 0 H ww H� �z LLi 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 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 i� ;�-- z �w u Q l = JU U 0 w W Co U- WO J LL co d =W z F- I— O z F-- 2 5 U ON D I— . W u_ O W z U= O z EXHIBIT A, continued. Thence North 76 1 55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 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 JU UO CO 0 J = H CO u_ w 0 LL Cj)d Vw z f z0 W w ON o E- wW ~ F= LO ui z CO z EXHIBIT A, continued. LOT 11 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °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. 7. , z � z �w 2 D J U UO U CO) J � U LL. w 0 LL N d = w Z �. �0 z �- w Do U ON O I-. w w. u. 0 .z w � CO _ O z 20051027002141 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 STATE OF Washington } County of k 1 N G } SS: Subject to Easements, Restrictions, and Reservations of Record. Dated t* d Cedar Gr vc r er es, C Mar nL. Vortman,'" tS SO a em er I certify that I know or have satisfactory evidence that Marlin L. Vortman . is/nre 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: (D "OIL, � 1 t Is ����,a�attitt4 t t trr 1 . Notary Public in and for the State of Washington p'y �yy Z j Residing at w £ i My appointment expires: do oil 00 00.- q2-3 .. ,...,..,.. � .."+:... n::. wy...: w" v. l».: d�..:. zw ,.:. v:: it;.;..:. ti: �:. � ..>::b+�..•r:�:.cd:ii:,4:..,ux Z W UO W = F— N .1L S WO f. Q co T O �.. W Z I-- Z� W W U O N D i— W i- ll O .Z W U= O Z AFTER RECORDING MAIL TO: Doak Homes, Inc. 11812 26th Avenue Southwest Burien, WA 98146 2 0051027002141 CHICAGO TITLE WD 37.00 PAGE001 OF 006 i 10/27/2005 15:50 , KING COUNTY, WA PERMANENT FILE COPY E2165004 10/27/2005 15:48 KING COUNTY, WA TAX 9,973.00 SALE $560,000.00 PAGE001 OF 001 Grantor: Cedar Grove Properties, LLC Grantee: Doak Homes, Inc. STATUTORY WARRANTY . DEED Abbreviated Legal LOTS 2, 3, 4, 5, 6, 7, 8, 9, 10, AND 11, BENNETT'S INTERURBAN TRACTS UNREC RDED. (� 'a 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, a conveys and warrants to Doak Homes, Inc., a Washington Corporation the following described real estate, situated in the County of King, State of Washington. LOTS 2,3,4,5,6,7,8,9, 10 AND 11, BENNETT'S INTERURBAN TRACTS UNRECORDED. SEE ATTACHED EXHIBIT "A" FOR FULL LEGAL DESCRIPTION STATE OF Washington } County of k 1 N G } SS: Subject to Easements, Restrictions, and Reservations of Record. Dated t* d Cedar Gr vc r er es, C Mar nL. Vortman,'" tS SO a em er I certify that I know or have satisfactory evidence that Marlin L. Vortman . is/nre 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: (D "OIL, � 1 t Is ����,a�attitt4 t t trr 1 . Notary Public in and for the State of Washington p'y �yy Z j Residing at w £ i My appointment expires: do oil 00 00.- q2-3 .. ,...,..,.. � .."+:... n::. wy...: w" v. l».: d�..:. zw ,.:. v:: it;.;..:. ti: �:. � ..>::b+�..•r:�:.cd:ii:,4:..,ux Z W UO W = F— N .1L S WO f. Q co T O �.. W Z I-- Z� W W U O N D i— W i- ll O .Z W U= O Z i CHICAGO TITLE INSURANCE COMPANY Order No.: 001168930 LEGAL DESCRIPTION PARCEL A: lo 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 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 ANDS, 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: LMAL1 /RDA /0999 rl z Z 1= Z W JU UO c l) 0 J = LL. WO }} LL Q N 0 = �W Z H F- O Z 1- W LU UO O - 0 I- W w. H u. O W 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 EAST, W.M.; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10 AFORESAID, 1,168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST 7, 1913; THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE OF THE SAID RELEASED LANDS WITH EAST MARGINAL LINE OF PACIFIC HIGHWAY, THENCE SOUTH 13 0 05'00" EAST ALONG SAID EAST MARGINAL LINE OF THE PACIFIC HIGHWAY 318.14 FEET, TO THE POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 0 05'00" EAST ALONG THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY 89 FEET; THENCE NORTH 76 0 55'00" EAST PERPENDICULAR TO SAID HIGHWAY 229.38 FEET, MORE OR LESS, TO THE WESTERN MARGIN OF THE RIGHT -OF -WAY OF THE PUGET SOUND ELECTRIC RAILWAY; THENCE NORTHWEST ALONG SAID WESTERN MARGIN OF SAID RIGHT -OF -WAY 93.68 FEET, MORE OR LESS, TO A LINE 89 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS TRACT; THENCE SOUTH 76 0 55'00" WEST ALONG SAID LINE 89 FEET FROM AND PARALLEL TO THE SAID SOUTH LINE 220.29 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3124198; (ALSO KNOWN AS A PORTION OF TRACT 6, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF) ; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON; TOGETHER WITH A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10 AFORESAID, 1,168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST 7, 1913; THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE OF THE SAID RELEASED LANDS WITH EAST MARGINAL LINE OF PACIFIC HIGHWAY; THENCE SOUTH 13 0 05'00" EAST ALONG SAID EAST MARGINAL LINE OF THE PACIFIC HIGHWAY 318.14 FEET, TO THE POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 0 05'00" EAST ALONG THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY.89 FEET; THENCE NORTH 76 0 55'00" EAST PERPENDICULAR TO SAID HIGHWAY 229.38 FEET, MORE OR LESS, TO THE WESTERN MARGIN OF THE RIGHT -OF -WAY OF THE PUGET SOUND EaLEGALC /RDA /0099 V Z }�- Z � W JU 0 N 0, co W J = H N.W WO u - co 10 �W Z = I— F- O Z 1— W 5 U� O N off WW H 5 U. O .. Z W U= O E- Z CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: ELECTRIC RAILWAY; i THENCE NORTHWEST ALONG SAID WESTERN MARGIN OF SAID RIGHT —OF —WAY 93.68 FEET, MORE OR LESS, TO A LINE 89 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS TRACT; THENCE SOUTH 76 0 55 1 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; c 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); F.= GALC /RDA /0699 m Z �Z �QQ w W� J0 00 to o J_.. to w w 0 J LL j. N = w I- _ Z �- HO Z F- w w U ON 0H w H Z.) 0 W Z N Z CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: TOGETHER WITH A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST i Z QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS Z. FOLLOWS: W QQ� BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 J U EAST, W.M.; UQ THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10 OLU AFORESAID, 1168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE J = H LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST cf).O 7, 1913; W 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 Q OF THE SAID RELEASED LANDS WITH EAST MARGINAL WAY OF PACIFIC HIGHWAY; c THENCE SOUTH 13 0 05 1 00" EAST ALONG SAID EAST MARGINAL LINE OF PACIFIC HIGHWAY H W 487.14 FEET, TO POINT OF BEGINNING OF THIS TRACT; Z = H THENCE SOUTH 13 °05'00" EAST ALONG SAID EAST MARGINAL LINE OF PACIFIC HIGHWAY 80 FEET; w THENCE NORTH 76 °55'00" EAST AT RIGHT ANGLES 267.51 FEET, MORE OR LESS, TO THE W EAST BOUNDARY LINE OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF U 0 SAID SECTION 10; THENCE NORTH 00 0 04'10.7" WEST ALONG SAID EAST BOUNDARY OF SOUTHWEST QUARTER OF- OF THE NORTHWEST 1/4 49.52 FEET, MORE OR LESS, TO THE WEST MARGIN OF THE H U RI -OF -WAY OF PUGET SOUND ELECTRIC RAILWAY; LL THENCE NORTHWEST ALONG SAID WEST MARGIN OF SAID RIGHT -OF -WAY 35.35 FEET, — O MORE OR LESS, TO A LINE 80 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS W Z co TRACT; THENCE SOUTH 76 0 55 1 00" WEST ALONG SAID PARALLEL LINE 263.13 FEET, MORE X OR LESS, TO THE POINT OF BEGINNING; O Z EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3124198; (ALSO KNOWN AS A PORTION OF TRACTS 10 AND 11, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF); SITUATE IN THE CITY OF TUKWILA, COUNTY : OF KING, STATE OF WASHINGTON. TOGETHER WITH A TWENTYFIVE FOOT WIDE EASEMENT FOR INGRESS, EGRESS AND UTILITIES, ADJACENT TO THE ABOVE DESCRIBED PROPERTY (TRACTS 6 THROUGH 10 OF BENNETT'S INTERURBAN TRACTS) ON 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 D=ALC /RDA /0699 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. urn G AL C /RDA /0699 t Z Z W 0. 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F- W z �- 0 z �-. 25 D 0 0 N .0— 0 E- W L u X Z F- 0 z Cl) M O 1--, Z. - Sit Na Department of tural Resources and Parks Residential Sewer Use Certification Wastewater Treatment King County Division (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684.1740. (Please print or type) Owner's Name 7D6,zk-� (Last, First, Middle Initial) Property Tax I.D. Number Subdivision Name Subdiv. # Lot # Block # Building Name (if applicable) ,�- Property Street Address City, State, Zip Owner's Mailing Address / l i — ,2 c� z% /Wr : (if different fro T Owner's Phone Number (-,2 Property Contact Phone Number I( Party to be Billed / r — , (if different from owner) Party's Mailing Address C . City or Sewer District _ / Ue " w 5� e Date of Connection ! Side Sewer Permit # Demolition of pre- existing building? ❑ Yes i No Type of building demolished? Sewer disconnect date? Please check appropriate box: ,k�jngle- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) , '1�) ' L i h E •, , I q �t r F � t , f _ Residential Customer Equivalent (RCE) 1.0 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = 1.6 2.4 3.2 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 resubmissioy� corrected Opta for determination of a revised capacity charge. Signature of Owner /Representative l' Date // 2 Print Name of Owner /Representative 1057 (Rev. 7/02) White - King County Yellow - Local Sewer Agency Pink - Sewer Customer z } Z �W 0 rn Q W = F- �L w U - N� = W z I— W W U� 0 H T WW 1 F- � FU-- Z w U= O z _ _. �WtSr1 Ci M,/ i / 9 Wk' JtTN St^ A ` � 1 `" :<m•r.,h � ti .�..�.�.li' ^. ' n .... m CR. � L ;h�� + ' 1 Y ,} F v �?� u g e � ;. �n v�. a+` rc'.'+ Y, TSik 'ry"•s�F^Y:i1i.TS'r— :;^":7'f "Jk f�..+ �+ m+. ti+. �" T+ t:^+ t. ?/. Ya"«" r': ,brY.!i¢t!v ^•'rvA.�Rn.c�,Ww.,.w ....r•y.1`;�ti^timr:rx'r'ai+n —.wa1. M Certificate of Sewer Availability OR r-.v. vv� „vaavv Tukwll, VA 98168 Phone: (206) 242.3236 Fax: (206) 242 -1527 ❑ Certificate of Sewer Non - Availability Part A: • Be Complotod by • • Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: 2 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: Q �. o s Phone:. db 4 r b b e w Property Address or Approximate Location: Tax Lot Number: fq-ar W S 0 '73:30 0 -- b0)0 Legal Description (Attach Map and Legal Description if necessary): pe, - e�- lob 3 - 11 � t3zKnelt Part B: (To Be Completed by Sewer Agency) 1. f a. Sewer Service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the.site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ 00 a. District Connection Charges due prior to con // e ' ction: / r r � 4V V ret -64 r I GFC: $ �'” SFC: $ 7 UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required Maybe Required c. Other: I hereb certify that the above sewer agency information is true. This certification shall be valid for one year fr t date of signature, y Title Date 1. Z }�- Z �w Q D JU UO UD CO W J = f- CQ w w J w? � = w z� �0 zF_ w Uj �o U ON 01-- w W H, U U� O W Z 0 C P z Look Up a Contractor, Electrir.ian or Plumber License Detail f Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License DOAKHI *092NZ Licensee Name DOAK HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601329337 Ind. Ins. Account Id 58243002 Business Type CORPORATION Address 1 11812 26TH AVE SW Address 2 Cancel City SEATTLE County KING State WA Zip 98146 Phone 2062466587 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/9/1991 Expiration Date 8/8/2007 Suspend Date #4 Separation Date ISC9910 Parent Company Cancelled Previous License DOAKH* * 10605 Next License 08101/2001 Associated License Business Owner Information Name Role Effective Date Expiration Date DOAK, DARRYL E SR 01/01/1980 DOAK, ESTRELLA M 01/01/1980 Company Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date Until #4 1 CBIG ISC9910 08/01/2001 Cancelled 512,000.00 08101/2001 #3 1 CBIC ISC9910 08/01/2000108101/200 1 56,000.00 Page I of 3 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= DOAKHI *092NZ 02/10/2006 Mal r . Z �Z W VO CO 0 to W J X �W WO }} �J ur N = W ? f- ZO �5 U� O �. QH WW H� U- 0. Z. U= O Z r GRAM PE5161V, Inc Reserves All Legal Rights To Material On This Sheet —!Subject To Criminal Prosecution ELEV ATION OENERAL NOTES Har..5E NUMf5ER OR ADDRESS TO PE P05TED ANP PLAIT t.Y VI5115LE FROM STREET FRONTING STRUCTURE CONTRACTOR TO CHECK AND VERIFY SOIL AND SLOPE CONPITIONS PRIOR TO CONSTRUCTION CRANE DESIGN SHALL M NOTIFIED OF ANY CHANGE DE To CONDITIONS ON 51TE9 I FOUNPATION GENERAL NOTE6 * ALL F"PATION FLOOR JOIST TO DE - ? "X,0 Hf #Z FaNPATION VENTILATION W XS' 564;EENED FOUNDATION VENTS = 96 6q IN. 12�I Fe** = 1152a9 M 1 .I.Z L - W l" =&Z- VENTS REW PROVIDE ( I I ) Wxr VE 5 IG "XS" SCREENED F~ATION VENTS = 96 5Q IN. IN i * N p IN /ab =N A VENTS f"P PROVIDE ( N /A) WxS vmm * 15RIDGING NOT TO EXCEED 6-0" '14 r * ANCHOR BOLT WASI ERS SHALL pE , V _ ANCHOR POLT5 SHALL EXTEN19 3/4" MIN. AVV. DpL. OR SINGLE WP51LL5 FOR WASHER5 & NUTS. * ALL INTERIOR P05T5 @ CRAWL SPACE SHALL HAVE POSITIVE TOP & 150TTOM CONNECTION_ * ALL FOOT I NG5 @ PERIMETER OF FOUNDATION SHALL. PE 15ACKFILI EP. (U•N.O.) * CRAWL SPACE TO HAVE IS" x 24" MIN. CRAWL SPACE ACCES6. * CRAWL SPACE& CONCRETE SLAIN @ f5ASEMENT TO HAVF_ 6 MIL. N-ACK VIXEN VAPOR 15ARRIER. • BUILDER /CONTRACTO'R To VERIFY FtJRN. & PO!)R KNOGKOff S PRIOR TO CONSTRUCTION. • ANY FOWATION OPENING TO M MIN_ S" AWAY FROM ANY HOL.DOWN. * MIN. CLEARANCE FROM SOiL TO JOIST To M IS", W' FROM PEAM. FLOOR PLANS GENERAL NOTES LMN6 AREA MAIN DOOR: 1.201 • FT. TOr&: 2,674 • FT_ IpPER MOOR: 1 , 473 • Fr. u list - N/A • Fr. L.OIn'ER FLA9m_ N/A • Fr_ cmm_=: 420 • =r. * ALL DOERS TO BE: 6x& DF#2 (2x6 STUD WAILS) (UNO) OR 4 x I0 DF #2 (2x4 STUD WALLS) (UN.0) * ALL E - R!OR & (7ARA6E WARM WALLS TO IE 2x6 6rLp5QJN0.) * CON9TZACTOR SHALL CHECK ANG VERIFY AIL DLU PRIOR TO GON5TRiaGTI0N. * SEE 5HEET5 6-I ' THIRO" 54 FOR CONSTRUCTION AND NAIL IN6 SPECIFICATIONS_ * WrTERS & DOWN SPOUTS TO M PROVIDED AS REQ. 13Y COW- * ALL DOLTS MUST EXTEND 314" MN. A0DVE POLIXE OR SmLE NkP 51LL5 FOR WASHERS AND Wr6. * EffRWIR P00R5 TO HAVE MAK 7 3 /h" STEP VVITrI MM. 36" DEEP LANPiN6 * PROVIDE FIRE STOPS @ ALL DRAFT QP[=Nr 5 * AL SH10hER EWAPSLP PR_ TO OPEN OUT, IF NGT 51-'.DIN6, TO ICE S AFETY 6"55 * PROV VE 6x P05 OR 6" CONC. OJRb TO PROTECT HOT WATER WATER & PUQNACE FRONT VEHICLES- * 45" LAIN LAP SPLICE @ P5L. TOP PLATE * SMOKE DETECTORS TO BE INISTAII EP IN ALL SLEEPING ROO..5 & AT A PONE 6EWFALLY LOCATEP N A WALL OR AREA P40+1P' O ACCE55 TO A 5LEBOW R0 6M ALINE WITH JET`r.LT0. CENTRALLY LOCATIEP ON ALL FLOORS, HOT WIRED & K RCOivW_CTED W/ 3ATTERY I5A6K -LP_ ELE_6TR!CAL 011nffr & L16HIT :�v6 Lr4YOUi PER ONN€.R FRS ,...f 5 iN�S T A€ LEP IN ?RE5ERVATIlrE- r F T 'r JOB i SHI � a IE HIOT --DIPr .� br`LIiA,NIrtD_ I I mAnON NldM>R:f 25 W6. I MrOfN FAN m I MM It 1 :s- OOR mr- i- -wvrtf mar vv-- P%ffS46C TYP4A- IAA FAN (A) I W^f IL4NARY FAN (;) i , M � 505 -�8 GFM I rJtV r� FAIN i 4 p rr7 - - ! �`NERI A NOTES I ! ! - LOOR Jo;ST TO fErE t 7/5" T j 1W SER!ES a 11• 06 l I • �-s5 � ' L OFT �,Q�Y�tE I 0,6. ; j I 1. 3_ AFL. DEWS A,50 rr P TO F I FG_ . i 1 - t IAN ff.....R5. ROOf PLAN GENERAL- NOTES TRL NOTES * OWL CARRY MAC_ STAND & ff- INS & W$6EP To MW. SPEY TR()SSE5 WLL NOT of Flan ALTEREV WRTW PRIOR M&PM DEPT. APPROVAL OF FJ MEE RIN& GNP. Kommmm" * SHALL HAVE DE" PETALS & DRAW NC6 ON SITE FOR FIND IN5PECTION. ALL PEWS & HEADERS TO VE 6 X S" OR DETTER UN O. PROVVE G(AZEE14W DI.61CM& OVER FORTS. • SHAPED AREAS = FRNvE OVER ATTIC VENTILATION ROOT= N OTE -6: 1600 Sq. FT. *I44 = 365_ 5q. IN. MATERIAL: COMP. 7 SQ. IN.41 = _%_i(e_ IN. REQ. 6:12 PROVIDE - --- Sq. IN. +/- LOW PITCH: PROVIDE 6Q. IN. +/— I116H 2 _N/A Sq. FT *I44/3o0 = NLa Sq. IN. OVERHANG: AS NOTED _Nf A 5q. IN.x12 = N/A Sq. IN. REQ. FASCIA: I XV' R.S. PROVIDE N 5q. IN. +/— LOW PROVIDE -N/A SQ. IN. +/— HIGH WIN DOW 1 'I Kommmm" �(/)V "RAGTOQ :C- A! ' Pi^-ersio -,s 5rci r Z�e CnecKed An-4 yer ;fled r'' e:er `c r 4 6E6TION THRU GENERA! NOTES REFER TO f PLANS Ate SFIEET6 51 T11RU 54 FOR TYPICAL GONSTRUGTION MD DETAILS. wearWz PzorecrON tWEz ROOF trtnrEzwL & EXTERIOR SIDING. TYPICAL MSIA.ATION: (UNLE55 OTtERW15E NOTED) GEILINEi: R —V 2XI2" VAULT: R -30 WARM WALLS: R -21 FLOORS: R -30 r- GI ` I E} 5 V ION NOTICE: THE DRAWN65 SET FORM ON THIS SET OF miLm PLANS AS IN5TR1WW!5 OF SERVICE, ARE AND SHWL REMAIN THE PROPERTY OF CRANE DESIGN, INC. THE PLAN5 ARE COPYRWWED MATERIAL AND THEIR USE IS LIMITED TO THE CONSTRUCTION OF ONE STRUCTURE WITHIN ONE YEAR OF PlPZM -SE 15Y THE PUZCHASER ONLY FOR A SPE rv, DUl w 6m ANY USE OF RW!W- OF SAD MXPINC PLANS IS 5TRICLTY PROHIBITED W THE Va- PF-RMI OF CRANE , INC. WILL CC IN FEDERAL COURT FOR 6OPYRI6HT NFRWOA NT WITH FINES UP TO P V0 5 490 0 VIOLATORS WILL PAY ALL ATTORNE & COURT 605T5. WRITTEN PIME 6 ON THESE DRAWINGS SHALL HAVE PRECEPENCE OVER 66ALEP DIMENSIONS. CONTRACTOR SHALL CHECK & VERIFY ALL DNENSIONS AND CONDITIONS PERTAINING TO THE PROTECT PRIOR TO PROCEEVIN6 TO THE CONSTRWTION PHASE. CRANE DESIGN, INC. MUST M NOTIFIED OF ANY VARIATION FROM THE P1WJr5ION6 MD /OR CONDITIONS SHIO M ON THESE DRAWIN65. ANY 6L" VARIATION SHALL M RESOLVED 15Y CRANE PES", HNC_ PRIOR TO PR06EEPM WITH THE WORK OR THE CONTRACTOR SHALL ACCEPT FULL �VV%MHA LIYFOR COST TO RECTIFY SAME. M THE �1LITY IS IMPOSED ON CRANE DESIGN, MG., OUR LIAPILITY TO YOU OR ANY THIRD PARTY SHALL NOT EXCEED THE PRICE PAID FOR CRANE DESIGN'S PRODUCT_ SYMBOLS LEGEND 4 MUUZ TO SHEEr - i- XL ;.�,.; . 4 > SHEET F AL NLMDEPfP REFEPBSICES PA fL W&W • . 1 PETAL PER 6RAW PESM \V -R- SHEET INUNDER FRO MM WALL l.E6END 20 WALLS 2X4 WAIls To Reorder PPi cns • • FWA N1QJmZ2Z App ow of corwbucUm doaAWft doaa not a0 eft Va w Wan d any aooapted aoda or or*w m Apart of awaA d Add Goer and ao 0 cm , s is a>daesallaq .A a. Oft 1Ole 6 of ow 0 iv;�Cl .�P! I t i� s • Q ¢ • �e � , C ge a i��s r I x bi . s ill III J LVI A $ i I p 9 1 p a t ab t o$ o 1 X2063 Z W O z 6%k O S �w 4 Q w ad V z Y '�05 NO S EL _ P _ T C— s PU6% MJA43a 0700, i J i' J� WED ONCE L ppp�+IPtJR e oaonusi:ll F EB - 8 2006 T&Wla ;N - ,Of �' nt�STQN s -PAPAr PER f R ,EQ7J?n FOR: Of Me&arfAA 11 Etecbw 0 Gas" C ty 0f Tukwdw BUIR.niNG onIStoN r INC. i R%ECE?JW cry OF 1 110c :,-u PEPM CM ER F I GRA1- PC-5K-;N. Inc. Reserves AI I LegoI Rights To Mote rioI On This Sheet — 6ubject To GriminoI Prosecution I is x8" R.S. fA661 6" f5EVEL 51DIN6 I" x4" R.S_ TRIM 1 .. x 1o„ R.S. 15ANP REA ELEVATION 4 ), RIbHT ELEVATION I /4 11 I rA W, A0. %%% m- SIN t 1w� EDFOR CODE FEa - 8 City Of Tn�`R��01s � ab I lk _ b8 fill L 6 N r 5,, 7 a l l ;8 6E O 9L I to N _ V N �w W 0 �o g W � d V O Y 0s/o5 `�'� •' I ON ✓. 7. IV,'4R .M7 A 9►T. ers io^ -s 5 I Ae GFecked ; -. Ye- `'ed ?* �c- To ro -s: •..c` :on a Reorder P "ans 0 ift I i FRONT ELEVATION 4 !, i ftw or V a AA E - 1 1 V. T R CIF -JI i ED 7 CITY OF jLj% -W-I A F • 1 • - - - P�AiV M I1�3ER. ,;-A pmI 1 t;tv 1 01 0 7 0 - V 1 2004 CRANE DEC =vN, i;l•^,_ -. 91111IN I r A C7 r • i0 LWJ ro N 0 an �n u ty ro T ro n A" ro n tl i; ro •w L1 O� r O fn ww 1 n w► O J P ro O 0. A O :t N v � A , t LOU �.J n t n It c . :a A � • �R1 • , J � N O W O � D a C Lr. V 0 .I; r: cn --i -c 1 . �f <h x � 0 Z E RO Ix o � I x A 0 O n 70 eo CA 1 N a r 0 a w+ N "1 O O 1 O S N A A I N c C A w� O 3 0 0 N O A c ww O 7 Nation Wide Toll Free 1-877-642-3675 ' >f *°vwI as tee= Of .) - FOR: dra:Anps UNI"toto o ` pro�j�c oor i�a.�. herfOn, and Ier the COnsbwee�On of One buidkp. Any %cif or emme 0 V" Of mw dmwkw 6; strlcllY prolWlhd tll m tM W"*4m pal PAM" of crone A lnC. 1Jrftte r dtienslm on this drOWQ shpt% hove C K W • ISM 7M. AVb a Mot (M) W6. M dtiensdxfs ov+d/ar ca+dlsbro per r,► to�w u p' io' to the f xnslruetlen pAat�e. Crane L+C. woof M notllkd oryr wrlpilOns fret+ the dnenslons and�or aongltlons CRANE DESIGN, INC. � .evu P~ °W w``' v°r .*. ��° by I cmbmWW Mholl axept Put�r !y for Costa to mctwy fray. 0 A* t rf rn rn . �f <h x � 0 Z E RO Ix o � I x A 0 O n 70 eo CA 1 N a r 0 a w+ N "1 O O 1 O S N A A I N c C A w� O 3 0 0 N O A c ww O 7 Nation Wide Toll Free 1-877-642-3675 ' >f *°vwI as tee= Of .) - FOR: dra:Anps UNI"toto o ` pro�j�c oor i�a.�. herfOn, and Ier the COnsbwee�On of One buidkp. Any %cif or emme 0 V" Of mw dmwkw 6; strlcllY prolWlhd tll m tM W"*4m pal PAM" of crone A lnC. 1Jrftte r dtienslm on this drOWQ shpt% hove C K W • ISM 7M. AVb a Mot (M) W6. M dtiensdxfs ov+d/ar ca+dlsbro per r,► to�w u p' io' to the f xnslruetlen pAat�e. Crane L+C. woof M notllkd oryr wrlpilOns fret+ the dnenslons and�or aongltlons CRANE DESIGN, INC. � .evu P~ °W w``' v°r .*. ��° by I cmbmWW Mholl axept Put�r !y for Costa to mctwy fray. 0 A* t rf � rf • u 0 R.SPLI . �f <h x � 0 Z E RO Ix o � I x A 0 O n 70 eo CA 1 N a r 0 a w+ N "1 O O 1 O S N A A I N c C A w� O 3 0 0 N O A c ww O 7 Nation Wide Toll Free 1-877-642-3675 ' >f *°vwI as tee= Of .) - FOR: dra:Anps UNI"toto o ` pro�j�c oor i�a.�. herfOn, and Ier the COnsbwee�On of One buidkp. Any %cif or emme 0 V" Of mw dmwkw 6; strlcllY prolWlhd tll m tM W"*4m pal PAM" of crone A lnC. 1Jrftte r dtienslm on this drOWQ shpt% hove C K W • ISM 7M. AVb a Mot (M) W6. M dtiensdxfs ov+d/ar ca+dlsbro per r,► to�w u p' io' to the f xnslruetlen pAat�e. Crane L+C. woof M notllkd oryr wrlpilOns fret+ the dnenslons and�or aongltlons CRANE DESIGN, INC. � .evu P~ °W w``' v°r .*. ��° by I cmbmWW Mholl axept Put�r !y for Costa to mctwy fray. 0 A* • CRNW- PE5&4,Inc. Reserves All Legal Rights To Material On This Sheet —!Subject To Criminal Prosecution : i 4 E C:. _� O - a -o; To fig st-uc ;Oti:. OR NOTE. D e- s'o-s ....e :e 1 r ,. ; io n. f L Pr (v xii�" P05T FI.FED OUr TO W' & LINED W/ RIVER MAIN FLOOR PLAN I /4 IN/ 5ONU a �eorde- pt a ^s WA I g I *V 1 1 � +' ,abA r :1` 1 '0� $ a 0 IL ED fOP CADEap M o d00 0f%mc Ftg � N Z Q �w • 3 0 �O $ to soft o CC . � Y DATE REV-: M AIN r LOOR SHM 3 cw + � 7 C�v .�� ftmmtem PERWT C WER 0 A U.p;z a 20-34 �RA`_ t,` SKGN, Inc i 6 a _AA 1 0 0 • i r'rf V N 6 a 1A L1 n �b t� ;r ro ro ca } C& m A a 0 h O :7 N 1 G O� :s Q M A K t9 D a w a A 70 A N C ro N A r ro D zr r. 1 0 a ro a O N N A I N C Cr N A ti O 1 0 Cf co m A C rr O 3 - ri r D - I'1 Z Z I N m a 7 n R 0 "N x N, 1 1 W p OZ _ co � P5L 2.0E PAPAl1AM PSL r. n,e drawlnps and ptens sR f orth on this sheet as b+ V%mnts of Cram o _ Nation Wide Toll -Free 1-877- 6421 -3675 FO of Vw 4= wt^ to .d Jac o use lervo; and � Ow consb'uctbn of one "** Any we or roust 0 �_ ' AVM IfOP or sow drawUps seMetly PP4*d ltd Mlhout W* W4*%n pe.rbsion z o aror,e Destpn, Inc W t: dMonslow an skits aro.tnp s hatt have G' �. f 0 , KEW IS= 7M. (4 5) 6 M preosdenoe over sealed dwenslons. Contraatar stall verky as praeeedrp to t�Me �uelor,� pNam. �Crww nldor, Yee. must be �' CRANE DESIGN, INC. �� o. «� ,ro* Ch ar ca„dttt9ns shown on thes. drawbps, end swtl+ vvrsttons shalt be resolved by V / coact� eo�pe nAl ooi� b C�Ry sanw Lh�, 41 1: r CRAMS WS", Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution i N 4 N __RAC`. NG=: A: P"rers cns 5 = �e G'tec+ced A-d Ver : — ed Pr o: To "nstri.c'.:0,: V 12 —(o 1 W, It 01 WA WA ( D I 'ASS ffQ p� i ' i db ..� �O D _11� MASTER DEDROOM • wVw 11�41 IIoVSD o LOFT W-1-6. 6 104 f5EDROOM - 3 J s hl � MARS O fz G FWE tvs = 5T*DINO - -- LINEN RBE VINr r OPEN 105- cm ATH Y v&r vros T 0 0 A eBI -PASS a✓ '!' -.. a O in A ROOM 4 OPEW I o Id CO KOOM I� L I , ffAAT CLO LN ! A - ! i I ! 2 I I 0 II I ; 4)iV{STA Li - -= LN ---- -- - - -- Z AN V !A bFPR _ GOvI W/f5ONNU6) To Reader P! cTs !DE S - • i M e S ED FOR, , O 600on,ksc" arts t A \ J. -Uy-Wlk RECEwEo PEr wa CE.tiTEp 0 2C04 CRANE- D =S:r_V inc V. � V 1 f x � X 11 b� 01 I lit N Y .O Y U � r it If's I � o1s 100 0011 VIS 0 LL N �w vow (_3 Ilk i2 y O �M • Y / UPP F LC`OR EET 5 OF 7 M KOWWER 170301 A I 6 ,A V-2 *0 r GRAt\E PE516N, Inc Reserves AI I LegoI Rights To Mote rloI On ThIs Sheet - 5ublect To CrimInoI Prosecution 1 FE6. 4 3666W TRUSSES @ M' 0� • .jG-rR N At ;'�;*- ens'crs 6ncl = De G ~ecked ft, e'er i f ed Pr T or re "-st ct 1on. r 4 ROB f RAM 1 1NO PLAN COVERED PIE61<1-1' OPTION f 4 #I To Reorder Plans {�2 b AN JkpaonA'M . if RECENED C 1 Y OF rJ.-WJ1LA &&,N 0 5 _ PANT CENTER G R6t T 2i�Q4 C"'RA.NE vE"ES'.( ; �tC V I ,- E I N S f ps 1% FA fi e w O a1 .11.1xi IL tit] I it al 1 .� °6 toe o2o1K K2219 rc 0 LL M N • 0 eft Z- c p �w 4 UA Zt w 165 R00 P , ,N 6 00 0< A0000 7 NU&WR 70301 h 1 6 AA r . if RECENED C 1 Y OF rJ.-WJ1LA &&,N 0 5 _ PANT CENTER G R6t T 2i�Q4 C"'RA.NE vE"ES'.( ; �tC V I ,- E I N S f ps 1% FA fi e w O a1 .11.1xi IL tit] I it al 1 .� °6 toe o2o1K K2219 rc 0 LL M N • 0 eft Z- c p �w 4 UA Zt w 165 R00 P , ,N 6 00 0< A0000 7 NU&WR 70301 h 1 6 AA F I 1 % 10 a 4 9 ir 0 0 # s a di r GRAD PESO4.Inc Reserves Al Legal Rights To Material On This Sheet — Subject To Criminal Prosecution -, , ; I rr o ■■Il,• w M i l ffa REAR ELEVAT ION 1� (REAR PECK OPTION #1) Fop r a F A R ELE ; J +✓.,P +`��+�G -JR ti TE: As 1 Pifrens , oars 5rc: f t;e 6 ecked s!-d e'er = f - -ed Pr :e- To f • I" x6" R.S. fA661 VEL SIDING !" x4" R.S. TRIM I" x 1a" R.5. FAND I" x8" R.S. fASGIA 6" f5EVEL SIDINCY I X4 ; \.5- TRIM AIM " O" R.S. f5A.ND To reorder G;o „ s 19 R10HT ELEVATION I /4 (RenR PECK. OP # t PAN /N 1 C oil P E��R PE0 ; , SON # 2) 4 /1 1 , AVOC v s� REC IED C” OF PXAPLA 1~ER1NeT CEiYiTf.�R GapyR, . ,t.T g 200L :RAKE vLS 'vN, I nc. 0 bs I la bra A 5 = 3 " ];a o ff .:ll , , 1 0 0 �g u Im O LL M N waft LU v. � � Z �w .� O $ z Y .boy OPT!.ONS 7AOF ePLMi NU%18ER 070301A L AA V ,�.. REMN TOR ODDS COMPLIANCE A�oon�r� FES - V V06 , AVOC v s� REC IED C” OF PXAPLA 1~ER1NeT CEiYiTf.�R GapyR, . ,t.T g 200L :RAKE vLS 'vN, I nc. 0 bs I la bra A 5 = 3 " ];a o ff .:ll , , 1 0 0 �g u Im O LL M N waft LU v. � � Z �w .� O $ z Y .boy OPT!.ONS 7AOF ePLMi NU%18ER 070301A L AA qb CRAW PESEN, Inc- Reserves All Legal Rights To Material On This Sheet –Subject To Criminal Prosecution ----------------------------------------------------------------------- --- -- -H.W EME O 0" POST AWWR I 2 @ P05T5 r - -�-: --- .�:.-r• -:; - - -t:T :-♦ -- - -j- •a�, -; - - - - -: - • : .-- - - -; i == --- :, - - - -:; -- - - - --- I `.. `. .� 'ti. ••: '� f-i�' ;Ss .,, •� �i. • �5 �• '��� 4 •.y .�I•.it �� ��.��. .. NCI � •I.717 -` 7 7 .•�� .i �i •- • E ----------- ---------- - - - - -- --------------- - -- --- ------------------ ,,,,� - - -- -�� F ~ATION yN//JIC``rLr• VENTS I I GRAM- 6PA6E I: (p MIL. MACK VISaM VAPOR 15ARRIE.R I FOUNDATION PLAN I /4 COVERED DECK OPTION 3 /q'" PISS ► I� I I �► MIMI "` i ✓ i is 1� ���� 7I r1slls�ItP i i ►i 1� 1 1 1 I ,� •l, "I20000M000I� " i■ I I ! I k' I II F FRAMING PLAN I /4 COVERED DECK OPTION Roof F RAM INO ---- AN 1 4 ,� COVE'R.,EP PECK, O #1 *G1J*`. iCTOR ice. A,' I PiTensions SnaI It Oe G`ecked And Verified Pr 10- To ": StrVCt104". To Qeorde- Pla I I At I � Q .. 11CA X I 1 1— i -� I i i t i . s X IayED � � :.bb" 0 "room ;Eg - 8 ?e;i5 It to ;uxwtta .N,,. I r AN 1/4 60\ERF-P DES OPTION PERWT C 0 2004 CRANE D" 'Inc. • i r is = � �� X 11 a � A III 6 Ito oo DIR lL' O IZ N V • a NjW �w UL Z Q ° V o � Z o3 /05 OPTION 7 B 7 vww )7G3fl1� i 11 COVERED DECK OPTION CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Crlminal Prosecution •, \ RIM JOIST i MIN. 1116' A.P.A. RATED .' 2x6 STUDS SHEATHING WASHER) d BOLT SHALL BE NOT 3/4' T 4G PLY. SHT. OR 0.5.13. • Is 16 O.C. lrod W 12' O.C. (4 - 3/8 8 ) FROM CORNER AND NOT R -30 BATT INS. 16d 8' O.G. ENDS OF EACI-r INDIVIDUAL FLOOR JOIST PER PLAN FOUNDATION SILL PLATE 10d is 6' O.C. MAX. \ (1) *4 CONT. FOR EACH 10' OF WALL T14ERMAL BREAK (IF PLAN 15 ENGINEERED, 10d 4' O.G. 4' GRAVEL FILL W/ ENGINEERING INFO TO SUPERCEDE.) 14' OF STEMWAL L 8d 0 1&' 6' O.C. EACH (3 ) 8' 1/2' DIA. x 10' A.B. W/ 1 /4' X 3' X 3' 8d 4' O.C. MAX. — R -10 RIGID INS. PERIMETER . WASHER g 6' -0' MAX. O.C.t BOLT (3 ROWS) 4' PERF. DRN. TILE .6 MIL. VISQUEEN SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (3 -1/29 FROM CORNER WHERE BRICK SET IN GRAVEL 16' ALT. HOCKS t NOT MORE THAN 12' FROM THE YEN, - PROYIDE� VAPOR BARRIER(BLACK) OF EACH INDIVIDUAL 5' LIP 6' UNDER GRADE ap FOUNDATION. SILL PLATE, MIN. — i ' JOIST - 12' CLEAR BEAM TO EARTH EMBEDMENT to GRADE REBAR 'a IS' O.G. 3 6' 3' i2' 7YP, ONE STORY FOUNDATION �► 16' O.C. (VERT.) 4' 8' 4' 16' RIM JOIST 3/4' T4G 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' A.B. W/ 1 /4' X 3' X 3' WASHER 0 4' -0' MA t BOLT SHALL BE NOT LESS THAN 7 BOLT DIAMETERS (4-3/8') FROM COINER 4 NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. \I' EMBEDMENT 2x6' P.T. MUDSILL z —(1) - 1 '4 CONT. REBAR FOR EA. 10' OF STEM WALL ap .6 MIL. PISQUEEN . - VAPOR BARRIER (BLACK) ' MIN. 2 - •4 CONT. REBAR Tl'P. TWO 6TORY FOUNDATION HANDRAILS I. HANDRAILS SHOULD NOT PROJECT MORE THAN 3 1/2 INTO THE REQUIRED STAIR WIDTH # SHOULD HAVE A SPACE OF NOT LE55 THAN 1 1/2' BETWEEN 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 S HOU LD TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. FIRE BLOCKING I. FROVIDE 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 THE STAIRS I UNFINISHED. FLOOR LINE . NOTE: OPENINGS BETWEEN KAILWG5 SHALL BE LESS THAN 4 . TRIANGULAR OPENINGS FORM BY TWE RISER, TREAD, 4 BOTT ELEi 'LENT OF A GJARDRAIL 0 STAIR SHALL BE LESS THAN ' PANDRAIL OR RAILING i ? Q E� F 1 6. O Q LU —\\ Z- I ,1 10 , a MIN. _r I X41 i I 4 Imo`' 0 <-r,< PLATE �. .•ter, -- v 1 O ;c- .v 2x12 STRINGERS NOT TO EXCEED 24` O.C. 5/8' TYPE 'X' G- W.B. OR � (2) LAY =:;;Z6 5/8' TYPE — 'X' G-W.B. IF S T RI i�L R Sr ACIWS IS MORE T"AN 16' oz. (TAPE 4 FIN1,I4) CLOSET OR, STORAGE 53—FLOW STAIR FLOOR LNNE •, \ ENGINEERING INFO TO SUPERCEDE.) i 1x6' P.T. MUD SILL .' �. 'yo \� WASHER) d BOLT SHALL BE NOT :` 4 (4 - 3/8 8 ) FROM CORNER AND NOT MORE THAN 12' FROM THE ENDS OF EACI-r INDIVIDUAL *4 CONT. REBAR FOR E,4. FOUNDATION SILL PLATE \ (1) *4 CONT. FOR EACH 10' OF WALL T14ERMAL BREAK z 4' GRAVEL FILL W/ 14' OF STEMWAL L 8' 24' R -10 RIGID INS. PERIMETER . .6 MIL. VISQUEEN 4' ? :4 VERT. 0 I6'o c. W/ 16' ALT. HOCKS 2 - *4 CONT. REBAR A VAPOR BARRIER(BLACK) 12' CLEAR BEAM TO EARTH 0 °- 62Z 18' CLEAR BOTTOM OF JOIST - \ `3' MIN TO EARTH o - . USE *4 DIA. (PERT.) s 2 - 4 CONT. REBAR ' CONT REBAR REBAR 'a IS' O.G. 3 6' 3' i2' 7YP, ONE STORY FOUNDATION �► 16' O.C. (VERT.) 4' 8' 4' 16' RIM JOIST 3/4' T4G 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' A.B. W/ 1 /4' X 3' X 3' WASHER 0 4' -0' MA t BOLT SHALL BE NOT LESS THAN 7 BOLT DIAMETERS (4-3/8') FROM COINER 4 NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. \I' EMBEDMENT 2x6' P.T. MUDSILL z —(1) - 1 '4 CONT. REBAR FOR EA. 10' OF STEM WALL ap .6 MIL. PISQUEEN . - VAPOR BARRIER (BLACK) ' MIN. 2 - •4 CONT. REBAR Tl'P. TWO 6TORY FOUNDATION HANDRAILS I. HANDRAILS SHOULD NOT PROJECT MORE THAN 3 1/2 INTO THE REQUIRED STAIR WIDTH # SHOULD HAVE A SPACE OF NOT LE55 THAN 1 1/2' BETWEEN 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 S HOU LD TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. FIRE BLOCKING I. FROVIDE 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 THE STAIRS I UNFINISHED. FLOOR LINE . NOTE: OPENINGS BETWEEN KAILWG5 SHALL BE LESS THAN 4 . TRIANGULAR OPENINGS FORM BY TWE RISER, TREAD, 4 BOTT ELEi 'LENT OF A GJARDRAIL 0 STAIR SHALL BE LESS THAN ' PANDRAIL OR RAILING i ? Q E� F 1 6. O Q LU —\\ Z- I ,1 10 , a MIN. _r I X41 i I 4 Imo`' 0 <-r,< PLATE �. .•ter, -- v 1 O ;c- .v 2x12 STRINGERS NOT TO EXCEED 24` O.C. 5/8' TYPE 'X' G- W.B. OR � (2) LAY =:;;Z6 5/8' TYPE — 'X' G-W.B. IF S T RI i�L R Sr ACIWS IS MORE T"AN 16' oz. (TAPE 4 FIN1,I4) CLOSET OR, STORAGE 53—FLOW STAIR FLOOR LNNE FLOOR JOIST Z E DBL. J015T r LEDGER r #-%I s IV ii Mess R -38 (THERMAX !NSUL. W/ EQUIV. R -VALUE TO SE WED IN ATTICS WHERE CLEARANCE NOT AVAIL. FOR BATT-) 1/2' GM (TYPJ MIN. 23/32' T4G UN - DERLAYMENT, UN:o_ - rr r1>- a t.1AH hV PER PLAN ,- '. 'WALL SECT ON STAIR 5EC T10N NOTES- 1. ALL EX T ERJOQ WALLS TO BE C.CNS+ TED r. o ACCO AI-e,E= W/ Ti-E PROVISIONS PER 2003 IBC UNO ON TI••r PLANS 4 AS SPECIFIED ON SPIEET 53. 2. NT=RiCR WALLS TO BE 2x4 CONS T IZ.IC i ION TYPICAL EXCEI:'T s PLEk` EB;tiiG- 4 GARAGE SEPARATICN a D 1ra.6_:Ces Sra : E;a G�d Aro vwl=:ed f'rcr is C or3:rx:•v_ f • • PERItil1T CENTER @ CG.°" - %.wC�T - sue CR- 0' c 1 f 2003 I.B.C. S i"' t 1 v To R=rder P+a-s Y8' _*42 -36 5 2x4 STUDS 16' O.C. (IF PLAN IS ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) 2x4' P.T. MUDSILL W/ 1/2' DIA. x 10' A.B. W/ x 3' X 3' WASHER 0 6' -0' O .C. E BOLT SHALL BE NOT LESS THAN I BOLT DIAMETERS (3 -1/29 FROM CORNER e NO MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, t MIN. 7' EMBEDMENT (1) - "4 CONT. FOR EA. 14' OF WALL 4' CONC. SLAB OVER 4' GRAVEL 0 FILL W/ 6x6 W2.1 x W2.1 W.W.M. IN SLAB. GRADE .� z z l� *4 VERT. REBAR g 18' oz. cA _P� 3' MIN. 1 E 31 YL 3 (2)- CONT. REBAR 4' S' ! 4' I DOOR FRONTS WITH NOT LESS 16' THAN (2) 5/8 x 10' A.B. PLATES 6 SHEAR WALL OVER 2' WIDE TYF='. GARAGE FOUNDATION ATTIC VENTILATION 1/150 OR 1/300 OF SPACE - SEE PLAITS FOR ROOFING CONST. SEE FRAMING PLAN t ELEVATION W/ MIN. 1116' APA RATED SHEATHING LINO W/ V-0 PANEL LENGTH PLACED PERP. TO DIRECTION OF FRAMING - AND ALTERNATE PANEL END JOINTS BY HALF PANEL LENGTH NAILED 8d a 6'o c PERIMETER 4 ALL SUPPORTED PANEL EDGES 12'oc. s FIELD TYPICAL UNO W/15• FELT ABOVE - TYPICAL UNO_ FOAM AIR BAFFEL 1' SPACE TO EXTEND MIN. 12' ABOVE INSULATION. SIMPSON HI HURRICANE TIES e 2' -0' oz. 2x 131RD BLOW, W/ SCREEN TOE NAIL W/ (2) 16 d EA. END TO TRUSS OR RAFTER TYP. t �A (IF PLAN 15 ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) i 2x6' P.T. MUDSILL W/ 5/8' DIA. .' 0 4' -0' O.C. W/ 1 /4' X 3' X 3' WASHER) d BOLT SHALL BE NOT LESS THAN Z BOLT DIAMETERS (4 - 3/8 8 ) FROM CORNER AND NOT MORE THAN 12' FROM THE ENDS OF EACI-r INDIVIDUAL FOUNDATION SILL PLATE MIN. l' EMBEDMENT (1) *4 CONT. FOR EACH 10' OF WALL T14ERMAL BREAK FLOOR JOIST Z E DBL. J015T r LEDGER r #-%I s IV ii Mess R -38 (THERMAX !NSUL. W/ EQUIV. R -VALUE TO SE WED IN ATTICS WHERE CLEARANCE NOT AVAIL. FOR BATT-) 1/2' GM (TYPJ MIN. 23/32' T4G UN - DERLAYMENT, UN:o_ - rr r1>- a t.1AH hV PER PLAN ,- '. 'WALL SECT ON STAIR 5EC T10N NOTES- 1. ALL EX T ERJOQ WALLS TO BE C.CNS+ TED r. o ACCO AI-e,E= W/ Ti-E PROVISIONS PER 2003 IBC UNO ON TI••r PLANS 4 AS SPECIFIED ON SPIEET 53. 2. NT=RiCR WALLS TO BE 2x4 CONS T IZ.IC i ION TYPICAL EXCEI:'T s PLEk` EB;tiiG- 4 GARAGE SEPARATICN a D 1ra.6_:Ces Sra : E;a G�d Aro vwl=:ed f'rcr is C or3:rx:•v_ f • • PERItil1T CENTER @ CG.°" - %.wC�T - sue CR- 0' c 1 f 2003 I.B.C. S i"' t 1 v To R=rder P+a-s Y8' _*42 -36 5 2x4 STUDS 16' O.C. (IF PLAN IS ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) 2x4' P.T. MUDSILL W/ 1/2' DIA. x 10' A.B. W/ x 3' X 3' WASHER 0 6' -0' O .C. E BOLT SHALL BE NOT LESS THAN I BOLT DIAMETERS (3 -1/29 FROM CORNER e NO MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, t MIN. 7' EMBEDMENT (1) - "4 CONT. FOR EA. 14' OF WALL 4' CONC. SLAB OVER 4' GRAVEL 0 FILL W/ 6x6 W2.1 x W2.1 W.W.M. IN SLAB. GRADE .� z z l� *4 VERT. REBAR g 18' oz. cA _P� 3' MIN. 1 E 31 YL 3 (2)- CONT. REBAR 4' S' ! 4' I DOOR FRONTS WITH NOT LESS 16' THAN (2) 5/8 x 10' A.B. PLATES 6 SHEAR WALL OVER 2' WIDE TYF='. GARAGE FOUNDATION ATTIC VENTILATION 1/150 OR 1/300 OF SPACE - SEE PLAITS FOR ROOFING CONST. SEE FRAMING PLAN t ELEVATION W/ MIN. 1116' APA RATED SHEATHING LINO W/ V-0 PANEL LENGTH PLACED PERP. TO DIRECTION OF FRAMING - AND ALTERNATE PANEL END JOINTS BY HALF PANEL LENGTH NAILED 8d a 6'o c PERIMETER 4 ALL SUPPORTED PANEL EDGES 12'oc. s FIELD TYPICAL UNO W/15• FELT ABOVE - TYPICAL UNO_ FOAM AIR BAFFEL 1' SPACE TO EXTEND MIN. 12' ABOVE INSULATION. SIMPSON HI HURRICANE TIES e 2' -0' oz. 2x 131RD BLOW, W/ SCREEN TOE NAIL W/ (2) 16 d EA. END TO TRUSS OR RAFTER TYP. t �A PROVIDE CONT. ROW Or ROOF SHEATHING NAILING- s ro'oz. MAX. .��5`G {� ?;;: '� 1x8 RS. CEDAR FASCIA W/ CONT. i MTL. GUTTER _ : ti _ _ . DBL. TOP PLATE . -- HEADER - PER PLAN WINDOW - PER ULAN _ EXT. WARM WALLS - 2x6 STUDS is fro'oc. OVER R -21 BATT INSUL. W/ VAPOR BARRIER W/ MIN. 1/16 APA RATED SHEATHING (SEE PLAN FOR NAILING 4 SIDING-) INSTALL BUILDWS PAPER OR FELT BETWEEN SIDING- 4 WALL 51••IEATNING- TYPICAL. ALL EXTERIOR WALLS. 2x 15OTTOM PL ATE 2x 1RU i JO(S T P.I. 2x SILL PLATE SEE 1/51 FOR TYPICAL FOUNDATION NOTES STEM WALL b ':"36L VISO;r =EN (3'_AG< OANL") LJJ 0 6 (n w � 0 Z 0 U. U.> M CV c%6 Z -512 o tiC� C12 v > L ;;a o ! N o� ig M � M v L E ,,., a_ oZ Z F. = 1' 0%5T � BE AM D-6 � A � ���� (IF PLAN 16 ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) y a PT 2X6' PLATE W/ 5/8' DIA. ANCHOR BOLTS (/4 ` 010 WASHER) 4 BOLT SHALL o BE NOT LESS THAN I BOLT a s 3 ., DIAMETERS (4 - 3/8) FROM` °� CORNER AND NOT MORE THAN S sI 12' FROM THE ENDS OF EACH 1 �1 INDIVIDUAL FOUNDATION SILL PLATE, MIN. l' EMBEDMENT is 4' CONC. SLAB OVER a 01 4' COMPACTED FILL W / s����sp 6x6 - W2.1 x W2.1 WW1'1. IN SLAB. a: " SIR • ° . fMOM61 V pp�� O C t r g Iglu 2' RIGID INSULATION (R -10) 24' MIN. (EXTRUDED POLYSTYRENE) 0 4 REBAR - HORIZ. 10' O.G. "4 REBAR g 16'oc. (2) - #4 {MBAR CONTINUOUS Tl'P. BASEMENT SLAB z c� 5EMENT SLAB CODE FOR C4MPl.IANICE 5000M FEB — 8 2006 �fr C4 Of TURWOO "- 11111 R -30 BATT INSULATION OR IN'SUL. PER. SUBMITTAL SUPPORT BEAK'( PER PLAN USE ST22 HORIZ. s BM. TO BM. SPICE. 2x6' CLEAT (EA_ SIDE) OR SoIMPSON MTL TIE (PC TYPE) 4x6' %IPPORT POST PRESSURE RE TR A T ED OR ELEVATED MIN. 8' ABV. EA' rn *eO FELT POST BASE TYPE AN NOR. GRADE CCX' PIER -PER P LAN (IF PLAN 15 ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) 2x6' P.T. MUDSILL W/ 5/8' DIA. 0 4' -0' O.C. W/ 1 /4' X 3' X 3' WASHER) d BOLT SHALL BE NOT LESS THAN Z BOLT DIAMETERS (4 - 3/8 8 ) FROM CORNER AND NOT MORE THAN 12' FROM THE ENDS OF EACI-r INDIVIDUAL FOUNDATION SILL PLATE MIN. l' EMBEDMENT (1) *4 CONT. FOR EACH 10' OF WALL T14ERMAL BREAK 4' GONG. SLAB OVER 4' GRAVEL FILL W/ 6x6 - W23 x W2.1 W.WPI. IN SLAB 8' 24' R -10 RIGID INS. PERIMETER 4 ' 8' 4' :4 VERT. 0 I6'o c. W/ 16' ALT. HOCKS 2 - *4 CONT. REBAR PROVIDE CONT. ROW Or ROOF SHEATHING NAILING- s ro'oz. MAX. .��5`G {� ?;;: '� 1x8 RS. CEDAR FASCIA W/ CONT. i MTL. GUTTER _ : ti _ _ . DBL. TOP PLATE . -- HEADER - PER PLAN WINDOW - PER ULAN _ EXT. WARM WALLS - 2x6 STUDS is fro'oc. OVER R -21 BATT INSUL. W/ VAPOR BARRIER W/ MIN. 1/16 APA RATED SHEATHING (SEE PLAN FOR NAILING 4 SIDING-) INSTALL BUILDWS PAPER OR FELT BETWEEN SIDING- 4 WALL 51••IEATNING- TYPICAL. ALL EXTERIOR WALLS. 2x 15OTTOM PL ATE 2x 1RU i JO(S T P.I. 2x SILL PLATE SEE 1/51 FOR TYPICAL FOUNDATION NOTES STEM WALL b ':"36L VISO;r =EN (3'_AG< OANL") LJJ 0 6 (n w � 0 Z 0 U. U.> M CV c%6 Z -512 o tiC� C12 v > L ;;a o ! N o� ig M � M v L E ,,., a_ oZ Z F. = 1' 0%5T � BE AM D-6 � A � ���� (IF PLAN 16 ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) y a PT 2X6' PLATE W/ 5/8' DIA. ANCHOR BOLTS (/4 ` 010 WASHER) 4 BOLT SHALL o BE NOT LESS THAN I BOLT a s 3 ., DIAMETERS (4 - 3/8) FROM` °� CORNER AND NOT MORE THAN S sI 12' FROM THE ENDS OF EACH 1 �1 INDIVIDUAL FOUNDATION SILL PLATE, MIN. l' EMBEDMENT is 4' CONC. SLAB OVER a 01 4' COMPACTED FILL W / s����sp 6x6 - W2.1 x W2.1 WW1'1. IN SLAB. a: " SIR • ° . fMOM61 V pp�� O C t r g Iglu 2' RIGID INSULATION (R -10) 24' MIN. (EXTRUDED POLYSTYRENE) 0 4 REBAR - HORIZ. 10' O.G. "4 REBAR g 16'oc. (2) - #4 {MBAR CONTINUOUS Tl'P. BASEMENT SLAB z c� 5EMENT SLAB CODE FOR C4MPl.IANICE 5000M FEB — 8 2006 �fr C4 Of TURWOO "- 11111 R -30 BATT INSULATION OR IN'SUL. PER. SUBMITTAL SUPPORT BEAK'( PER PLAN USE ST22 HORIZ. s BM. TO BM. SPICE. 2x6' CLEAT (EA_ SIDE) OR SoIMPSON MTL TIE (PC TYPE) 4x6' %IPPORT POST PRESSURE RE TR A T ED OR ELEVATED MIN. 8' ABV. EA' rn *eO FELT POST BASE TYPE AN NOR. GRADE CCX' PIER -PER P LAN r CRANE DESIGN, Inc. Reserves All Legal R[ghts To Material Cn Thia Sheet - Subject To Crl:ninal Prosecution MIN. 1116' APA RATED SHEATHING U.N.O. W/ TYVEK, 30" FELT OR SIM. APPROVED VAPOR BARRIER OVER. 2x6 STUD WALL SOLE PLATE NAILED W/ 16d 19 8' O.G. - STAGGERED, PROVIDE BLOCKING 0 RIM JOIST RIM 4 FLOOR JOISTS AS PER PLAN PLY. SPLICE SHOULD BREAK ON - COMMON MEMBER Sd is 4' O.C. 'a SOLE PLATE, RIM JOIST f TOP PLATE DBL TOP PLATES 2x6 STUD WALL GATT INSULATION (TYP.) (IF PLAN IS ENGINEERED, ENGINEERING INFO SHALL SUPERCEDE) y�'` 0" P 5/8' x 10 A.B. 19 36' O.C. W /l�y�' WASHER (BOLT SHALL BE NOT LESS THAN l BOLT DIAMETERS (4 -3/89 FROM CORNER, AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE 2x6 P.T. D.F. MUDSILL Sd s 8' O.C. GRADE 10 4 REBAR CONT. HORIZ. 0 10'o-c. 0 4 VERT. 9 16'o.c ' 2x6 FURRED WALL OR 2 X 4' STUDS W/ = • 2' AIR CsAf BETWEEN STUDS CONC. R -21 INSUL. 4' _ 4' CONC. SLAB W/ 6x6 - W2.1 x W2.1 ' W.W31. ON 4' GRAVEL FILL. o THERMAL BREAK R -10 RIGID INSULATION Q 2 - 0 4 DIA. CONT. 3' UP - 3' IN cA • _ • 15' NOTE: SOIL BACKFILL ON EXTERIOR SHALL (MAY VARY - NOT EXCEED A HEIGHT GREATER THAN SEE FLANS) 30' ABV. TOP OF SLAB AT INTERIOR FLOOR ELEV. UNLESS ENGINEERED WALL DETAILS PROVIDED. FOUNDATION / RET W AL L (18' TO 4' -0' 14IC- - -P W/ PONY WALL) C'"NTINi,:C�.:S PEADER CR ST6236 e JOINT (PDR AS PAR F- COL:.+"' CAF 9 "ULL10NI "EADER GGkI GTI0�1 SPEE PLAN FOR Sit* (2) 2x6 S T 6236 TIE S +'R."•PS G CN JOINTS 2x6 S"R;D' '.6' O.C' =•35 C` :PS a $A. -= .C�_ 1AV APA• RATED - --� vr� •d1: A,' ; -�= BLCG<E7 u`.0. 2x6 SCLE PL y.: - DET 3A" GARAGE DOOR DRIVEWAY PER CONTRACTOR. CONTINUOUS FOOTING 2 0 4 CONT. MBAR TOP OF STEM WALL BEYOND 4' CONG. SLAB ON 4' COMPACTED FILL THICKENED EDGE - - -- - SLOPE 3' � - - -- - - -- b A Q 4 d *4 16' o.c. CONTINUOUS FOOTING PER PLAN TYR. 8R TYP. HEADE OPENING ENTRY GRADE BEAM AT GARAGE 5/8' DIA. x 10' — BOLT s 36' O.C. W/ 2x4 P. T MUDSILL II 12` 1 - 0 4 DIA. CONT. 3` UP NON B E ARING SHEAF WALL FTC. 5/8' DIA. x 10' A.B. is 48' O.C. - 3 STORY (UVE:Uc °LYWCOD USE 5/8' DIA. x 10' BOLT a 32' O.C. ;U/ 2x4 P.T_ 1'".;DSILI + I TOP PLATES HEADER - PER PLAN 1/2' BOLT THRU - LEDGER AND INTO HEADER s 3' IN FROM EACH END SUPPORT WALL s VENEER BEYOND OPENING REVIEWED WR CODE COMPLIANCE AOMMM 3 FEB - 8 2106 City Of TUk 1a ^- �� !- Ari-i __ _ WOOD JOIST SY i + ' _ . GRALq- SPACE 4 OR 2A ,5 IE 1 ` 6' OR: 8' - SEE a I 3 Ml- P! A�iS 1 ` , 1 7 - TC W C %5 6 EH T 10N G� CDCS`RG J % — 1 E , B WAL ON 6L A B r s:us Sra i [ Be G?SQWd r_'f4 Vd r: f - so P: cr To C-ors:r.:czror-_ To Q�or - P'vs K8P�,V- -542'v 4' BRICK VENEER STEEL LEDER - L 6' x 3 1/2 ` x 5/16' A36 EXTEND 6' BEYOND OPENING TO BEAR ON VENEER t 10` CONC. STEM WALL, FOR 6' -0' OR LESS SPANS CAN USE: L 5'x 31/2 x 114' - -7 6' MINIMUM I DOOR OR WINDOW OPENING f2) - 0 4 VERT. TIED W/ 0 2 TIES S 8'o c. W/ ALTERNATE HOCKS SOLID GROUTED GORE STEEL LEDGER TO REST ON BRICK IN MORTAR JOINT BRICK VENEER - ELEVATION VIEW Y' /. i,I ow � �A�� • 0' % 4' x 8' x 2' BRICK 0 9 GA. WIRE TIES IN BED JOINTS E ACCROSS CORE s MAX. SP ACING OF I PER 12' CF DIMENSION IN EACH DIRECTION t 12 VERTICAL. I CK COLUMN N AT EN 2x6' STUDS NOT TO EXCEED 24' O.C. 2 2x4' STUDS NOT TO EXCEED 16' O.C. WALL TIES SHALL BE CORROSION RESISTANT, AND IF MADE OF SHEET METAL, SMALL HAVE A MIN. THIC"ESS OF 00030 IN. (NO. 22 GALVANIZED SHEET GAGE) BY 1 /8' OR, IF OF WIRE, SHALL HAVE A MIN. DIA. OF 0.148 IN. (NO. `3 5111. GAGE). WALL TIES SHALL BE SPACED SO AS TO SUPPORT NOT MORE THAN 2 SQ. FT. OF WALL AREA BUT SHALL NOT BE 1" IOM` THAN 24' ON CENTER NOPJZ. WALL TIES SHALL NAVE A LIP OR HOCK ON THE EXTENDED LEG T14AT WILL ENG-AG-- - c OR ENCLOSE A HORIZONTAL JOINT REINiFORCE?"IENT WIRE HAVWr,- A DIA. OF 0.148 1N. (NO. 9 BJW GAG --E) OR EQUIV. T14E JOINT REINFORoCO- 1ENT SHALL BE CONT. WITH BUTT SPLICES BETWEEN TIES PERMITTIED. 15' FELT VAPOR B. SHALL BE A:PLIED OVER THE SHEATHING. AIR SPACE OF AT LEAST 1' SHALL BE MAINTAINED BETWEEN THE BACKING- AND THE VENEER SPOT BEDDING- AT ALL TIES 514ALL BE O. Cc"Iff T MORTAR- 2xfo STUDS a 16' OZ. is 3 STORY, 2x4 is 1 4 2 6 TORY 4' CONIC. SLAB OVER 4' GRAVEL FILL W/ 6X6 - W221 x W21 WIUM. IN SLAB 6 MIL. V1Sr=EEN W/ i' SAND OVER s LIVING- AREAS 2 -' DIA 3' UP t 2 OR 3' DOWN SEAL WITH TRIM OR CAULK 3/8' DIA. WEE✓"' 2' f 1219) O.C. MINI, i+! f • .� z_ �. sc ;� 0 MCO M 2 Eta O O �► r y �� M Yi .0 I t gill � w ; 4 6z l" 01 ° C � "l &V V= 10 sie 1f2 N� V C c C Y 1-00 a Cn Q UJ LU 0 z o tL C ? O C%1 Co s -- O N am T � � "a an 75 N! I-- V M a� ° q ? r � r = SW ZY I AS 2003 I.B.C. P&WIT CENTM • i CRANE DESIC-44, Irc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution GENERAL NOTES: I. CRAWL SPACE VENTILATION, MINIMUM NET AREA, i SQ. FT. FOR EACH 150 5Q. FT. OF FLOOR AREA. OPENINGS TO BE PLACED AS CLOSE TO COMERS A$ PRACTICAL (MIN. S' AWAY FROM ANY HOLD DOWN) AND SHALL PROVIDE GROSS VENTILATION ON AT LEAST TWO OPPOSITE SIDES. 2. CRAWL SPACE, UNOBSTRUCTED ACCESS, MIN. 18 3. ATTIC VENTILATION, 1/150 OF ATTIC AREA OR 1/300 IF 1/2 15 IN SOFFIT AND 1/2 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 SOFT. OR GREATER, A MECHANICAL VENTILATION SYSTEM, CAPABLE. OF PROVIDING 5 AIR CHANGES PER HOUR, SHALL BE PROVIDED. ro. VENT DRYER, BATH FANS, AND RANGES /OVENS TO THE OUTSIDE. 1. GARAGE AND HOUSE OCCUPANCY SEPARATION MIN. I HR. TAPED AND FINISHED. GARAGE AND BASEMENT SUPPORTS TO BE I HR. (5/8' TYPE 'X' OR EQUAL) 8. TILE FOR SHOWER SHALL BE ro' 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 5.1 $0. 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 S' BEYOND, EACH SIDE OF THE FIRE PLACE OPENING. WHERE THE FIREPLACE OPENING IS 6 SQ. 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. CONC. OR MASONRY MUST NOT BE SUPPORTED ON WOOD FRAMING. 6TRUCTU NOTES: 1. DESIGN LOADS (VERIFY SNOW LOAD PER AREA) A. ROOF LIVE LOAD 25 PSF (TOTAL LOAD 31 PSFXW/TILE 45 PSF) B. FLOOR LIVE LOAD 40 PSF (TOTAL LOAD 50 PSF) C. SEISMIC DESIGN CATEGORY D2 UN.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 '55% 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 -314 GALLONS WATER PER 94 LB. SACK OF CEMENT- 3000 PSI ASSUMED COMPRESSIVE STRENGTH AT 28 DAYS WITH AIR ENTRAINMENT IN ACCORDANCE WITH TABLE 4022 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 B. 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. 5. WOOD A. PER 2003 IRC B. HEADERS/BEAMS - SEE PLANS FOR ALL SIZES AND SPECIES. 13. APPLIG:AT10N 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' ON 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 GLASS FOR SKYLIGHT. 16. SLIDIW -% GLASS DOORS TO BE SAFETY GLAZING, LAMINATED, OR TEMPERED GLASS. 11. SHOWER ENCLOSURES SHALL BE APPROVED WIRE REINFORCED, TEMPERED OR LAMINATED SAFETY 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 OFFICE ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS CF THE SOIL, NOR DOES THIS OFFICE VERIFY THE ACCURACY OF THE ENGINEERING DATA SUPPLIED 57 OTHERS. WHERE SOIL APPEARS TO BE OF POOR QUALITY, A SOIL ENG. REPORT SHOULD BE SUPPLIED BY CLIENT. CRANE DESIGN HAS TAKEN EVERY EFFORT TO ENSURE THE ACCURACY OF WE ATTACHED DRAWINGS, HOWEVER IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHEC,< AND VERIFY ALL DiMEN5iONS AND CONDITIONS PRIOR TO CONSTtRUCTIGV. 22. THE ATTACHED PLANS ARE THE PROPERTY OF CRANE DESIa%4, INC. ANY REPRODUCTION OF THESE PLANS WILL VIOLATE COPYRIGHT LAWS. THE HOLDER OF THESE. DRAW11%*5 MUST PAY A FEE FOR THE USE OF THE MATERIAL THEREIN OR BE SUBJECT TO LEGAL ACTION BY CRANE DESIGN INC. E NOTE5: E"I EiaG-Y NOTES PER 2003 WASHINGTON STATE ENERGY CODE: PROVIDE AND MINIMUM ADDED INSULATION LEVEL OF R -38 s CEILINGS R -21 a ALL WALLS EXPOSED TO UNHEATEDD SPACES R -30 FLOORS OVER UNHEATED SPACES R -10 AT SLAB PERIMETER, INSTALL ED HORIZONTALLY 24' UNDER SLAB, WHEN CONCRETE FLOORS ARE WITHIN 12' OF GRADE- ALL OP' Z WzS AND JOINTS IN EXTERICR WALLS Sr =AL L BE 5=ALED, CAULKED OR ILEAT;4ER STRIPPED AT LT'iiT AiR LEA.'�AG- :.N APPROVED VAPOR BARRIE�c SHALL BE FROPERL I`5 -AL LED +� ' Ri!.'F, E�►CLOS D RA.�TE c SPACES, FONSw ED WHERE CEILINGS ARE APPLIED ✓:R`C T L" TO T;4= UN DERSIDE OF ROOF RAFTERS, ALSO IN EXTERIOR WALLS. INS a AL :-ED _o MIL BLAG< V[S=EEN GR c-� COVER. i -O' A7 JC"N T 5 A\D EXTENDED; E: D =D 4F' TO 10,;\^ATIGN � LL : .:!RE' AT F RE.P`ACES 50 BE Ell! i :": A. T*PTI L Y FIT': M FLEE DA►` EPER5. B. READILY ACCESSIBLE MAIWAL OR AUTO O CONTROLS. ..= kXF-RS J! -14LL HAS A FLOE) C ONI TRG_ D E iC TO L13"11 T FLOW Ti A MAX_ OF 2.5 G -FT I PiR X5:140 ER HEAD. WATER WEATERS AR~ REQUICIREE-D TO BE LABELED A5 LYIN& Wi l NAEGA I°81 ELECTRiG WATER PE AT ERS LOCATED No i. WEATED SWAGES 5UCH AS GARAGES TO BE N.6 CN AN ..-- QES,5IBLE .'NSULATICN $ 1` iK OF IV ABOVE FLOOR GAS OR ELEC. (R r- Nil C. SEE PLANS FOR PLYWOOD. 6. STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE ASTM A36, NEW, CLEAN AND FREE OF 1;,IST. 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 ENG. SPECS TAKE PRECEDENCE OVER MIN. NAILING SCHEDULE AND OTHER GENERAL SPECS. C. PROVIDE 50LID 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 WHERE REQUIRED. F. ROOF TRUSSES: 51ZES TO BE VERIFIED, DETAILED AND FABRICATED BY TRUSS MANUFACTURER. 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 WITH BUILDING- MAT. t TO ADEQUATELY BRACE TRUSSES. 8. STUD WALLS A. USE 2x6 W STUDS AT 16' O.C. (24' O.C. MAX.) PER 2003 IRC W/ 2x4' CONSTRUCTION, SPACING NOT TO EXCEED I6' O.C. W/ THREE S TORY STRUCTURE 2xfo' STUDS MUST BE USED LOWEST LEVEL W/ SPACING NOT TO EXCEED I6' O.G. LL. DOUBLE TOP PLATES SHALL HAVE JOINTS STAG- iGERED NOT LE55 THAN 4 FEET. MIN. NAILING- OF 8 -ifod 9 48' MIN. LAPS 0 EACH SIDE OF JOINT WArod 0 12' O.C. BETWEEN PLATES FOR EXT. 4 INT. LONG- WALL l2 t 3 STORY BLDG-.). 9. ROCFINIG A. APPLY ROOFING IN ACCORDANCE WITH 2003 IRC B_ PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING- PLANS. FLOOR DIAP14R46o' 1- MINIMUM 19 /32' THICKA[E55 APA RATED TONGUE 4 GROOV SHEATHING WITH IOd NAILS e &' OZ- AT SUPPORTED SHEATHING: PANEL EDGES AND 10' O.C_ AT iNTE�"IEDIATE RF AIM NG- FE . ERS (SEE ARCH. PLANS AND / OR G�NE RAL NOTES FOR REO'S.). 5FEGF T IONS: CCANC!RETE AND STEEL SPECIFICATIONS: L USE 30" PSI CONGQETE SPECS AT 28 DAYS_ 2. U;5E AS i'1`i, AGiS -&B OR EQUAL GRADE 40 RE5AR. LAID 30' Mme. AT SPLICES, CCU4 :ERS s tiN SE CIiONS. FOR OR FLO0 TRI"'ES 1NCLUDi C- GIRDER T RU5.5E5_ ETCz �. T4 E, T. '' i'' ANiFACTUR`R SHALL PROVIDE ALL DESIGN AND WITP WA6 i 5-1 A - : = P.E . STA"P ON DES!C-`5. DURi1IG- E; CTiON OF TFW5.5 5, THE BU SHALL T A.<E CARE TO ADEQUATELY BRACE TRUSSES 4 ALSO NOT TO OVERLOAD THEM EDIT" E BUILD«' - MATER[W 5. - r �:C. �: AI: :ccra'crs 5ra 15e: G?ed pd Ard Ver'F!sd °r;or To ComIm:Gt`vt To 4R a der F &-* YSM-848 -5421 • s • i • JD) k EP' C i 9 o .V&-D p �� R Fig /n�: 82�p8 loa b tbs a a P &P 2• 1 1 1 5 O ! W 0 i~ 1 �� kid 1? R ;flj = . " I g t tea =1'� #p g� . V1 `s V it �a `o2o0i tn s '3�u J Q w 0 CD W 0 H Z Q U a >= 42 l l~ V1 Cy o T 3 K LL =Na Cp ~O OH MM W v T OZ� no-no Y Z l f L C� u TAS 2003 I.B.C. S 3 RECEVZO CITY Oc TU<-W ,A P CLNIER CEP -'fZ4;4 t 2202 GRAN=.. ^r4; Gh rc. r GRAVE DESIGN, Inc. Re S er vae All Legal Rights To Mat Can This sheet - Subject To Criminal Pr osecution FASTENER 6CHEDULE FOR STRUCTURAL MEMBERS DESCRIPTION OF BUILDING ELEMENTS NUMBER 4 TYPE OF FASTENER•'°'`• SPACING OF FASTENERS Joist to sill or girder, toenail 3-ad Edges (inches)' 1'X6' sub floor or less to each Joist, face nail 2 -8d 2 sta les, 1 /4' FASTENERb'`'°'° 2' subfloor to Joist or girder, blind and face nail 2 -16d l god structura I panels, subficor, roof and wail sheathing to framing, Sole plate to ,Joist or blocking, face nail 16d 16' o.c. Top plate/Sole late to stud, end nail 2 -16d Stud to sole plate, toe nail 3 -8d or 2 -16d Double studs, face nail tod 24' o.c. Double top plates, face nail loci 24' o.c. Sole plate to ,joist or blocking, at braced wall panels 3 -16d 16' o.c. Double top plates, minimum 24 -inch offset of end Joist, face nail in lapped area 8 -irod 12 Blocking between joists or rafters to top plate, toenail 3 -8d 6 Rim Joist to top plate, toe nail Sd 6' oc. rop plates, laps at corner and intersections, face nail 2 -10d Ctrer wall shea thin^" Built up header, two pieces with 1 /2' spacer 16d 16' oc. along each edge Continued header, two pieces 16d 16' o.c. along each edge Ceiling Joists to plate, toe nail 3 -Sd `' Continuous header to stud, toe nail 4 -Sd Ceiling Joist, laps over partitions, face nail 3 -10d 3 Cei ling Joists to parallel rafters, face nail 3 -10d na 8d cow non nai Rafter to plate, toenail l6d 246d 1' brace to each stud and plate, face nail 2_8d 2 staples 1 P x Co' sheathing to each bearing, face nail 2_Sd 2 staples 1 2_ 8d 3 staples 1 3 1 I' x 8' sheathing to each bearing, face nail Wider than P x 8' sheathing to each bearing, face nail 3_86 4 staples 1 Built -up corner studs lod 24' oc. Built -up girders and beams, 2 -inch lumber layers loci Nail each layer as follows: 32' o.c. at top and bottom and staggered. Two nails at ends and at each splice. 2' planks 2 -trod At each bearing Roof rafters to ridge, va I ley or hip rafters: toe nail fats nail 4 -16d 3 -16d Rafter ties to rafters, face 3 -8d galvanized, 1 1/2' <04 E , ' = CR NO E: : rrrs crs fra :..°.a Crock-ed And ver+ ed Pr -cr To Cc- *w6ct'or, a 4 For 51:1 inch = 25.4 mm, I foot = 304b mm, 1 mile per hour = 1.609 km/h a. All nails are smooth - common, box or deformed shanks except where otherwise stated. Nails used for framin and sheathing 1. DRYER MOISTURE EXHAUST DUCT connections shall have minimum average bending ti strength as shown: 80 ksi (551 MPa) for shank diameter of 0.192 inch SHALL NOT EXCEED A TOTAL OF (20d common nail), W ksl (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.111 inch, and 100 ksl COMBINED HORIZONTAL AND VERT- (689 MPa) for shank diameters of 0.142 inch or less. t ICAL EFFECTIVE LENGTH OF 14' - 0 5 . 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 In ches or greater. 8. MASONRY FIREPLACES SHOULD BE PROVIDED WITH A TiGHTLY d. Four - foot -by -8 -foot or 4- foot -by -5 -foot panels shall be applied vertically. FITTING FLUE DAMPER AND A e. Spacing of fasteners not included in this table shall be based on Table 860230). READILY ACCESSIBLE MANUAL F. For regions 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 WITH; A DUCT OF 4 SQ. g. For r 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 wal framing shall be spaced 6 inches on center. U -en basic wind speed is greater than 100 mph, nails for attaching DILY OPERABLE DAMPER. �waveS a na 9ao[e =ia wa lls/ aria Kmr1C5 vn Genv_ -r" Lo gavi en Giwall namin K Gypsum sheathing shall conform to ASTM C 19 and shall be installed in accordance with GA 253. Fiberboard sheathing shall S. WATER HEATERS LOCATED IN THE conform to either ANA 194.1 or ASTM C 208 GARAGE OF LiNWEATED FLOOR ARE 1. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all TO BE INSTALLED ON INCOMPRE- floor perimeters only. Sp acing of fasteners on roof sheathing panel edges applies to panel edges supported by framing 5 6113L INSULATION. members and at all roof plane perimeters. Blockin of roof or floor sheathing panel edges perpendicular to the framing members shall not be required except at intersection of adjacent roof planes. Floor and roof perimeter shall be supported by framing members or solid blocking. 10. HOT AND COLD !MATER HEATER PIPES IN THE GARAGE SHOULD BE ME G INSULATED WITH MINIMUM R - 3 INSU WITH A FLAME SPREAD OF 25 OR SOLID FUEL BURNING APPLIANCES LESS. PILOTS, BURNER, HEATING ELEMENTS I1. THE SHOWER SURROUNDS ARE TO Solid fuel burning appliances include airtight stoves, fire places stoves, room 1. 4 SWITCHES OF THE FURNACE AND N.W. BE A SMOOTH, HARD AND NON- heaters /fireplaces 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 thermal energy may be transferred to or from the exterior. B. Fuel burning equipment located outside the building envelope shall meet the provisions of 2003 iRC C. Ductwork, location and source of combustion air, refer To 2003 !RC 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 anu enclosed space with access only through such room or space, except direct vent furnaces, enclosed furnaces and electric heating furnaces. No warm -air furnace -shall be installed in a closet or alcove less than 12' wider than the furnace or furnaces installed with a minimum clear working space less than 3' along the sides, back and top of the furnace. Liquefied petroleum, gas - burning appliances shall not be installed in a pit, basement, or similar location where heavier- than -air gas might collect. Appliances so fueled shall not be installed in an above -grade under floor space or basement unless such location is provided with an approved means for removal of unburned gas. (Approval must be granted by t)^,e Building Official. Heating and cooling equipment located in a garage and which generates a S low, spark or flame capable of igniting flammable vapors shall be installed with the pilots and burners or heating e!ements and switdkes at least 18' above the floor level. Fire dampers need not be Installed in air ducts passing through the wall, floor, or ceiling separating a residence (Croup R, Division 3 occupancy) from a garage (Group U, Division I occupancq)provided such ducts within the garage are con- structed of steel i^,aving a thickness not less than 00190 inch (No, 26 Galvanized 61 1 CAZIU e) oral have fo Cper rgs Into the garage. Warm -air ft:rnace irstallaticns in attics or crawl spaces shall ccmpiy with 2003 IRC Evers appliance- (drue. -, range, etc.) deslered to be vented wall be corrected to a • ✓enti Q sLSt. ten.. Evers factoru built c iimvnei, Tupe L vent, T9pe 5 gas vent cr T ups B. gas vent silali be irlsta':'. in accor darcs with tr'e terms of its listing, manufacture's it st- ructiorfs V ert ccfrsc:icfs shall be 'Wst i lad w thin the space or area I n u. filch ti-e appliance =s located aid rr'a:l cs ccr -ecied to a chimrsu or v en t in such a marrer as to - e ci°ar arve to GGTCt:stioles_ ALSO BE PROTECTED AGAINST ANY VEHICULAR COLLISION. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITH A NIGHT LIGHT, DEAD BOLT, OR SECURITY CHAIN 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 IS 24' ABOVE HALLWAY WHICH LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WiLL BE INSTALLED AT THE HIGHEST POINT. 5. RECESSED L!Gi-1TING FIXTURES SHOULD BE I.C. RATED AND ENCLOSURE LINED WITH A 1/2' GWB. TAPE AND FINISH. 6. ALL DUCTS, PLENUMS, AND ENCL- OSURE THROUG --H OR ALONG UN- HEATED SPACES.(iNCLUD ING- THOSE FROM GARAGE INSTALLATIONS), SHOULD BE THEIR" TALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AIR. 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. LANDINGS 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 11/4' TO 2' CROSS SECTIONALS AND RETUIRI TO WALL. (CONTINUOUS) 11. 5/8' TYPE 'X' G.W.B. UNDER ALL Stair WELLS AND DOUBLE LAYER IF STRINGER SPACING iS MORE THAN 16'o.c. 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- MIT ISSUANCE. 8. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE MAIN GIRDER TRUSS. TR1.155 MANUFACTURER TO PRO- VIDE TYPE. S. NONBEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS TO BOTTOM CHORD WiTH AN APPR- OVED FASTENER TO INSURE TRIJ55 BOTTOM CHORD WILL NOT BEAR ON NONBEARING WALL. 10. ROOF TO BE ANCHORED TO RE- SIST NET WIND UPLIFT LOADS. USE SIMPSON 'HI' ANCHORS. I1. TRUSSES WILL NOT BE FIELD ALT- ERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF EN.-G- 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 0 24'o.c. UN SPANS EXCEEDING 10' -3' FRAME OVER W/ 2x8' 0 24' O.C. FOUNDAT I OBI: 1. GALVANIZED METAL FLASHING TO BE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST. 18. WATER HEATER SHALL BE 5EI5i`11C ALLY STRAPPED AT A POINT WITHIN THE UPPER 1/31RD AND THE LOWER 1 /3RD OF ITS VERTICAL DIMENSION. THE LOWER STRAP HALL BE NOT LESS T HAN 4 INCHES ABOVE THE CONTROLS. IS. WINDOW MANUFACTURER TO PRO- ViDE PORT HOLES iN EACH WINDOW IN EACH HABITABLE ROOT L 20. WATER HEATER 1�SSURE RELIEF VALVE TO DRAIN BY GRAVITY TO EXTEr"210R. 21. ALL SAFETY GLAZING- SHALL BE PEFeIANENTL LABEL DES16RNATINn CIE TYPE AND TH!C;G\ESS OF CA ASS AND THE SAFETY GLAZ 1 6 STANDARD WIT14 U341CW IT COMPLIES ROOF: C� b :_ ✓::C: 5v5t 5 shall bs of �:' or factcrc. -+r v r air c ;c=s ccs- 7 ;;' no wi ti, 2003 I RC V 1I B.. oirLs a sea"_- sra!! C° s:. sz ar:t:a lu a r:i (rectarcu':a r aw w) (f iz t, Ova % and ro'..r:d oil :. C_ fr4tallation of d.;cts smell ccc*.ply w ?ih 2023 IRC D_ Duct irsuia; on shalt ce rstal.sd in acx orda►:ce wi•✓t 2003 rE�.� =C. To Reo►-dw Pars l(SW)BAS-542 i 1_ A c 1C, V94TILATiCNi AS PER 2003 i1RC SEE VENTiLA i iCN'S CALCULATIONS FIROViDE7. 2- VENT P _< << ' SWAL L BE COVERED WITH CGER 15ICAN 2S1STAr T W!RE M`5k WIT I -i D ii t i SICN- 3. 118 OF ` /A --'LE S TO PIAV= 28 G-A!;'G= G-ALVANiZED Fes. ` i4- 2. GCNGRETE PiER PADS 16HOULD PROJECT AT LEAST 8' ABOVE G-r?CUND UNLESS PRESSURE. TREATED i iATERIALS AIRE USED. SE CT I ON6: 1. ALL EXPOSED INSULATION MATER - AILS INCLUDING- FACING SUCH AS VAPOR BARRIERS OR WEATHERED PAPER 5 HAVE FLAr'E SPREAD /Sl" tOKE DEVELOPED RA T IY- 5i40J N CN 25/450 OR LESS, NO,: ALL INFORMATION = ROB /IDED GN THIS SHEET 15 PER THE �D03 IRC VRIFY !COAL CODEv IF C0N5T c-JC T 1aN I5 IN O T PER tPA:' LUA_ STATE. CRY Oc - w- w - w'•tA Pic,FIAAT CEN i ER CC° 1 WG1 IT 20M C-RoIN-5 L'E661 ;tic � I y M� I a V M1 a a4 '6 0069- 0 to d �o� WEI to I 5111 l i i V . e p t 0 u. CD J Q F W D C/) w I O z a U a >= tti o � r Nft m 4cr .c a CO) Y) v x r � m U. Q an c � 04 d> != o f CID v � o cz domeW Z TA% rrr �. 2003 I.B.C. "T'� SPACING- OF FASTENERS DESCRtPTIG�! OF DESCRIPTION OF Edges (inches)' Intermediate pports J BUILDING- MATERIALS FASTENERb'`'°'° -� (inches) l god structura I panels, subficor, roof and wail sheathing to framing, and part icle'coard wait shea to frami 5/16' - 112' 66 common nail 6 12 (sub floor, wa 11) Sd ccmmon na i! (roof)' + 19/32' -i' 18d common nail 6 12 1 1 104 c4orn nail or 6 12 18d deformed nail Ctrer wall shea thin^" i/2' recuiar cellulosic 1 1/2' galvanized roofino 3 6 fiberboard sheath,flo nail 6"d common nail " `' stapee !6ga., 1 1/2' long 1/2' strucl:xal csitulosic 1 in' Galvanized roofing 3 6 F iberboa rd �"ea th'.no na 8d cow non nai staple irog 1 1/2 Iona 25/32' struct::raI cellulosic 1 3/4' galvanized reofi 3 1 6 r €CPlooafo 5±r'e8'.i":rG Inaiis 8d common nai staple 16c3a , 1 3/4' long 1'1 ct= - evn shea tn:ro } 1 1/2' o alvantzed roofing 4 8 #W1 6-6 common nail .staple galvanized, 1 1/2' l ro: 1 1 14' screws, a uoe W or 5 ! a I5 /8' c��s� ,, area +.h :,rc 1 3/4' ca lvariz ed roofi 4 8 ' ra i 1/ Set ec:rercn rail Staple ga ivartiZ°d, i 5 /8' I lofg: 15/8` 1 ! Tooe iii or 5 i S tirt:G::►'cF Ccf.°►:S, co -;;bi ocr t%d4riaynont to rra'^. ro ` - i y j3/4' and seas 1 6 ci oefC. eo +^a.i or ad 6 i 12 I ' nor ...on call. ` Ed coy.: -oo rai l or 8o 6 ` i2 I i :!8' -i 114 I 'Od ocmnmon na i i or Sol 6 12 deformed nail i <04 E , ' = CR NO E: : rrrs crs fra :..°.a Crock-ed And ver+ ed Pr -cr To Cc- *w6ct'or, a 4 For 51:1 inch = 25.4 mm, I foot = 304b mm, 1 mile per hour = 1.609 km/h a. All nails are smooth - common, box or deformed shanks except where otherwise stated. Nails used for framin and sheathing 1. DRYER MOISTURE EXHAUST DUCT connections shall have minimum average bending ti strength as shown: 80 ksi (551 MPa) for shank diameter of 0.192 inch SHALL NOT EXCEED A TOTAL OF (20d common nail), W ksl (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.111 inch, and 100 ksl COMBINED HORIZONTAL AND VERT- (689 MPa) for shank diameters of 0.142 inch or less. t ICAL EFFECTIVE LENGTH OF 14' - 0 5 . 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 In ches or greater. 8. MASONRY FIREPLACES SHOULD BE PROVIDED WITH A TiGHTLY d. Four - foot -by -8 -foot or 4- foot -by -5 -foot panels shall be applied vertically. FITTING FLUE DAMPER AND A e. Spacing of fasteners not included in this table shall be based on Table 860230). READILY ACCESSIBLE MANUAL F. For regions 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 WITH; A DUCT OF 4 SQ. g. For r 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 wal framing shall be spaced 6 inches on center. U -en basic wind speed is greater than 100 mph, nails for attaching DILY OPERABLE DAMPER. �waveS a na 9ao[e =ia wa lls/ aria Kmr1C5 vn Genv_ -r" Lo gavi en Giwall namin K Gypsum sheathing shall conform to ASTM C 19 and shall be installed in accordance with GA 253. Fiberboard sheathing shall S. WATER HEATERS LOCATED IN THE conform to either ANA 194.1 or ASTM C 208 GARAGE OF LiNWEATED FLOOR ARE 1. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all TO BE INSTALLED ON INCOMPRE- floor perimeters only. Sp acing of fasteners on roof sheathing panel edges applies to panel edges supported by framing 5 6113L INSULATION. members and at all roof plane perimeters. Blockin of roof or floor sheathing panel edges perpendicular to the framing members shall not be required except at intersection of adjacent roof planes. Floor and roof perimeter shall be supported by framing members or solid blocking. 10. HOT AND COLD !MATER HEATER PIPES IN THE GARAGE SHOULD BE ME G INSULATED WITH MINIMUM R - 3 INSU WITH A FLAME SPREAD OF 25 OR SOLID FUEL BURNING APPLIANCES LESS. PILOTS, BURNER, HEATING ELEMENTS I1. THE SHOWER SURROUNDS ARE TO Solid fuel burning appliances include airtight stoves, fire places stoves, room 1. 4 SWITCHES OF THE FURNACE AND N.W. BE A SMOOTH, HARD AND NON- heaters /fireplaces 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 thermal energy may be transferred to or from the exterior. B. Fuel burning equipment located outside the building envelope shall meet the provisions of 2003 iRC C. Ductwork, location and source of combustion air, refer To 2003 !RC 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 anu enclosed space with access only through such room or space, except direct vent furnaces, enclosed furnaces and electric heating furnaces. No warm -air furnace -shall be installed in a closet or alcove less than 12' wider than the furnace or furnaces installed with a minimum clear working space less than 3' along the sides, back and top of the furnace. Liquefied petroleum, gas - burning appliances shall not be installed in a pit, basement, or similar location where heavier- than -air gas might collect. Appliances so fueled shall not be installed in an above -grade under floor space or basement unless such location is provided with an approved means for removal of unburned gas. (Approval must be granted by t)^,e Building Official. Heating and cooling equipment located in a garage and which generates a S low, spark or flame capable of igniting flammable vapors shall be installed with the pilots and burners or heating e!ements and switdkes at least 18' above the floor level. Fire dampers need not be Installed in air ducts passing through the wall, floor, or ceiling separating a residence (Croup R, Division 3 occupancy) from a garage (Group U, Division I occupancq)provided such ducts within the garage are con- structed of steel i^,aving a thickness not less than 00190 inch (No, 26 Galvanized 61 1 CAZIU e) oral have fo Cper rgs Into the garage. Warm -air ft:rnace irstallaticns in attics or crawl spaces shall ccmpiy with 2003 IRC Evers appliance- (drue. -, range, etc.) deslered to be vented wall be corrected to a • ✓enti Q sLSt. ten.. Evers factoru built c iimvnei, Tupe L vent, T9pe 5 gas vent cr T ups B. gas vent silali be irlsta':'. in accor darcs with tr'e terms of its listing, manufacture's it st- ructiorfs V ert ccfrsc:icfs shall be 'Wst i lad w thin the space or area I n u. filch ti-e appliance =s located aid rr'a:l cs ccr -ecied to a chimrsu or v en t in such a marrer as to - e ci°ar arve to GGTCt:stioles_ ALSO BE PROTECTED AGAINST ANY VEHICULAR COLLISION. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITH A NIGHT LIGHT, DEAD BOLT, OR SECURITY CHAIN 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 IS 24' ABOVE HALLWAY WHICH LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WiLL BE INSTALLED AT THE HIGHEST POINT. 5. RECESSED L!Gi-1TING FIXTURES SHOULD BE I.C. RATED AND ENCLOSURE LINED WITH A 1/2' GWB. TAPE AND FINISH. 6. ALL DUCTS, PLENUMS, AND ENCL- OSURE THROUG --H OR ALONG UN- HEATED SPACES.(iNCLUD ING- THOSE FROM GARAGE INSTALLATIONS), SHOULD BE THEIR" TALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AIR. 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. LANDINGS 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 11/4' TO 2' CROSS SECTIONALS AND RETUIRI TO WALL. (CONTINUOUS) 11. 5/8' TYPE 'X' G.W.B. UNDER ALL Stair WELLS AND DOUBLE LAYER IF STRINGER SPACING iS MORE THAN 16'o.c. 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- MIT ISSUANCE. 8. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE MAIN GIRDER TRUSS. TR1.155 MANUFACTURER TO PRO- VIDE TYPE. S. NONBEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS TO BOTTOM CHORD WiTH AN APPR- OVED FASTENER TO INSURE TRIJ55 BOTTOM CHORD WILL NOT BEAR ON NONBEARING WALL. 10. ROOF TO BE ANCHORED TO RE- SIST NET WIND UPLIFT LOADS. USE SIMPSON 'HI' ANCHORS. I1. TRUSSES WILL NOT BE FIELD ALT- ERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF EN.-G- 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 0 24'o.c. UN SPANS EXCEEDING 10' -3' FRAME OVER W/ 2x8' 0 24' O.C. FOUNDAT I OBI: 1. GALVANIZED METAL FLASHING TO BE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST. 18. WATER HEATER SHALL BE 5EI5i`11C ALLY STRAPPED AT A POINT WITHIN THE UPPER 1/31RD AND THE LOWER 1 /3RD OF ITS VERTICAL DIMENSION. THE LOWER STRAP HALL BE NOT LESS T HAN 4 INCHES ABOVE THE CONTROLS. IS. WINDOW MANUFACTURER TO PRO- ViDE PORT HOLES iN EACH WINDOW IN EACH HABITABLE ROOT L 20. WATER HEATER 1�SSURE RELIEF VALVE TO DRAIN BY GRAVITY TO EXTEr"210R. 21. ALL SAFETY GLAZING- SHALL BE PEFeIANENTL LABEL DES16RNATINn CIE TYPE AND TH!C;G\ESS OF CA ASS AND THE SAFETY GLAZ 1 6 STANDARD WIT14 U341CW IT COMPLIES ROOF: C� b :_ ✓::C: 5v5t 5 shall bs of �:' or factcrc. -+r v r air c ;c=s ccs- 7 ;;' no wi ti, 2003 I RC V 1I B.. oirLs a sea"_- sra!! C° s:. sz ar:t:a lu a r:i (rectarcu':a r aw w) (f iz t, Ova % and ro'..r:d oil :. C_ fr4tallation of d.;cts smell ccc*.ply w ?ih 2023 IRC D_ Duct irsuia; on shalt ce rstal.sd in acx orda►:ce wi•✓t 2003 rE�.� =C. To Reo►-dw Pars l(SW)BAS-542 i 1_ A c 1C, V94TILATiCNi AS PER 2003 i1RC SEE VENTiLA i iCN'S CALCULATIONS FIROViDE7. 2- VENT P _< << ' SWAL L BE COVERED WITH CGER 15ICAN 2S1STAr T W!RE M`5k WIT I -i D ii t i SICN- 3. 118 OF ` /A --'LE S TO PIAV= 28 G-A!;'G= G-ALVANiZED Fes. ` i4- 2. GCNGRETE PiER PADS 16HOULD PROJECT AT LEAST 8' ABOVE G-r?CUND UNLESS PRESSURE. TREATED i iATERIALS AIRE USED. SE CT I ON6: 1. ALL EXPOSED INSULATION MATER - AILS INCLUDING- FACING SUCH AS VAPOR BARRIERS OR WEATHERED PAPER 5 HAVE FLAr'E SPREAD /Sl" tOKE DEVELOPED RA T IY- 5i40J N CN 25/450 OR LESS, NO,: ALL INFORMATION = ROB /IDED GN THIS SHEET 15 PER THE �D03 IRC VRIFY !COAL CODEv IF C0N5T c-JC T 1aN I5 IN O T PER tPA:' LUA_ STATE. CRY Oc - w- w - w'•tA Pic,FIAAT CEN i ER CC° 1 WG1 IT 20M C-RoIN-5 L'E661 ;tic � I y M� I a V M1 a a4 '6 0069- 0 to d �o� WEI to I 5111 l i i V . e p t 0 u. CD J Q F W D C/) w I O z a U a >= tti o � r Nft m 4cr .c a CO) Y) v x r � m U. Q an c � 04 d> != o f CID v � o cz domeW Z TA% rrr �. 2003 I.B.C. "T'� r 61 ft CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution 4x POSTS OR (2) 2x STUDS a MIN. 16' O.G. i/2' PLYWOOD W/ Sd NAILS s 3' O.C. U.N.O. AT PANEL EDGES EXTEND PLYWOOD TO OVERLAP RIM JOIST 4 SILL PLATE 3200 CAPACITY STRAP HOLDOWdS * MINIMUM UN.O (SEE PLANS) GCIG. FOUNDATION 4 FOOTING �K NOTES: I. ALL STRAP HOLDOUNS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INSTALLATION. TWO HOLDOUN5 CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES OF APPROVED HOLDOWNS CAN BE USED IN PLACE OF STRAP HOLDOM5. SUBMIT DETAILS FOR AGENCY APPROVAL. PANEL AT FLOOR OVER CRAWL_ SPACE ( TGP PLATE FADER : POSTS OR (2) 2x STUDS MIN. 24' O.C. PLYWOOD W/ Sd NAiLS s ' O.C. a PANEL EDGES A5 OR EQ. W. 2-1/2 BOLT MIN. 00' CAPACITY FLOOR ANCHORS A" a 48' O.C. W/ (5)10d 4CH END 8' DIA. x 12' A.B. 2x PLATES P.T. SILL PLATE '00 CAPACITY STRAP 7LOCXW5 * (TEND HEADER TO CORNER ' PLYWOOD W/ Sd NAILS 3 O. C POSTS OR (2) 2x STUDS BLOCKING a PLYWOOD )INTS * NOTES: 1. ALL STRAP 14OLDOUNS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INSTALLATION. TWO 14OLDOWNS CAN BE USED AT EACH CORNER TO MEET T14E REQUIRED LOAD. 2. ALTERNATE TYPES OF APPROVED 14OLDOUNS CAN BE USED IN PLACE OF STRAP 14OLDOWNS. SUIBMIT DETAILS FOR AGENCY APPROVAL. PANEL- AT FLOOR OVER POT WALL_ - 2x STUDS, NAiL SHEATHING EACH STUD 6d nail 6' oz. (edges) d NAILS PER TABLE 23- 11 -8 -1 3/8' x 4' x S' PA RATED SHEATHING 3/8' MiI - 2x4 F- LOCKING AT ANY 5d cooler nails or wallboard LYWOOD JOINT i nails 71' oz. - 1/2' x 4'x 8' 0 FPRCVED HOCKED -ENi WOOD w :) CONCRETE CCMEGTCRS WITI I 9 = 00' CAPACITY (MR`J w Z - 2x PLATES - NAIL SHEATHNG- A EACH PLATE 12' oc. (field) One -story alt. braced panel - 3/4' DIA. AB. - 12' 0 T Q E QUARTER PO INTS 12' 6z. (field) Blocking required at all edges . - '4 BA.R a —PINT. TOP 4 BOTTOM t A:: T. BRACED 'WALL. PANEL. 5 iPTiY PROV:SiGNS cCR 1 4 2 5TORY e��LDiVCsS ) NO EXCEPT ION FOR 2 STORY STRI. CTU E. IN T FIRST STORY OF A 2 STORY: 1) EAC;4 PANEL STALL BE SPEAT1E -QED ON EA.. FACE 2) TiAl EE A% CHCR BOLTS PER PANEL PI-ACED 8 C N E -FrTH °CT1T5- 3) T'E COIN DEVICE UPLIFT CAP 'SHALL NOT BE LESS THAN 3000 Fos. -C NTSZACTOR.N0tc: AK Caress cr4 S*01i Be Checked And Ver-if'ed Prior To Coret-z.cVor.. To Reorder mars i(WW; )AD -542'1 9 i NNO c: FOR LZVRN GARAGE END +::AL:-5 45 540UK r ALOOR . T RVENES 3ET C;t„`DA►TICN A�VD BRACE^ POUNEL, TWE PLC .L OVE A:,° Tr E RTw JOIST A% D SiLT. P:..A'• E. PRC V'DE 0OLDOWS, BOLTS A%V PL Ydr , 00 MAIL:: ' AS iF USED ABOVE PONY WALL USE DETAIL • 1. l DETAIL 6 ?N% � LATERAL REST RA NT FA%E .) • ip 2x TOP PLATE HEADER PER PLAN ST6236 1200 CAPACITY STRAP TIE 3/8' PLYWOOD W/ 8d NAILS S 3' G.C. AT PANEL EDGES 4x POSTS OR (2) 2x STUDS 3x BLOCKING a PLYWOOD JOINTS HEADER ��ft� NAIL SHEATHING TO HEADER AT 3' OjC. BI1. r�B ` 8 ZOOS 2 - 2x STUDS NAIL SHEATHING TO EACH STUD _YOfT �d Sd NAILS AT 3' O G_ ALL PLATES, Q1 rliTA1n .%� �� J HEADERS 4 STUDS APA RATED SHEATHING 3/8' Mik 24/0 EXP_ 1 2 - 2x4 (BLOCKING AT ANY PLYtLr-100 JOINT APPROVED HOCKED -E1D tICM TO CCKCRETE CONVECTORS WITH 2400 CAPACITY (MIND -2 - 2x PLATES - NAIL 5HEATHtNG- TO EACH P -(2) 3/4' DIAL AB. - )2' E IZEDEAMENT - CCNTI'-ACUS FOOTING OR SLAB EDGE `G i c: FCR k;5E N GCE Eti JIA.LL5 AS $ ' t -F : FLOOR INTER,/RE5 BETt E�1 F<Xk4DATICN AND Bi?ACED PANEL, TWE PLYU400 514ALL OVERLAP TPE R JOIST AND Sfl-L PLATE. FROViDE HOLDaM, BOLT AND PLYWCGD NA•ILINZ IG AS 5 4004. i` USED ABOVE PONY WALL USE DETAIL ' _ (: ) (24 ETt -.A I TERAL RESTRAINT PANEL) • CITY ()9: I-) Y'lA ' 05 - PErFFOAT C E f Ia$�.0 IL o: � O YM gg t � far • & 4. ~ M Mrr "` ` �� � t � `` L ` V e<a0 g Via > Lsq Froob �oo�ekF3�bv f dE O ti t� N er s O N f d 0W ei a N ti 1- 40 'a C0N rte O � o A S4 14 n "AA d'L HEADED' AT CORNER SPICED WALL PANEL. SCHEDULE P119wood /055 6d nail 6' oz. (edges) v 3/8' x 4' x S' 12' oc. (field) GWB - I/2' x V x 8' 5d cooler nails or wallboard © (one face) nails 71' oz. - 1/2' x 4'x 8' 5d cooter/isa I (board nails © CAM (two faces) 1' oz. throughout ® Structural Panel Siding Corrosion resistant 6d nail* 3/8' x 4' x 8' at 6' oz. (edges) 12' oc. (field) One -story alt. braced panel Nailing ad at 6' oz. (edges) 3/8' x 2'8'x10' or teas 12' 6z. (field) Blocking required at all edges 2 anchor bolts placed at quarter points. Hold downs - 1800' at each end. C Two - story alt. braced panel Nailing 8d at 6' oz. (edges) r 3/8' x 2'8' x 10' or less 12' oz. (Field) Plywood or 485 (two faces) Blocking required at all edgges. flt 2x TOP PLATE 3 a nchor bolts placed at h points. Hold downs - UVW at each end. GENERAL NOTES: Braced wall panel sole plates nailed to floor and top plates shall be anchored to framing above. tlilwe joists are perpendicular to braced wall lines, provide blocking under and in line with braced wall panels. 3 NEADER SPL IGE 2x TOP PLATE HEADER Z-ZZZ NAIL SHEA T NG- TO HEADER AT . - -- 3 O.C- I - 2 - 2x TUDS, NAIL �HEAT14W,- TO H STUD NAILS AT 3' O.C. ALL PLATES, 24' Mit 'EADER5 4 STUDS ? MIN. APA RATED SHEATI-IING- 3/8' MIN. w 24/0 EXP. I 0 J � 2 - 2x4 BLOCKING AT ANY Z PLYWOOD JOIN-1 (L I APPROVED HOOKED -END WC0D X TO CONCRETE GC NNECTCR5 WITH E 3200' CAPACITY (MIND 2 - 2x PLATES - NAIL SW-ATHf�s - TO EACH PLATE , R POLDO i r 2 -1/2' DIA_ A.B. - 1' W15EDMENT Y . TM R)U5 FCOTM OR SLAB ECGE \ goa ..o,M �aE N�•.. asc , U. G � 5 �. v �y yr0 G� g 1 \ v �� o RF PG \ SCALE: 1"=20' \ ELEV. DATUM: NA 1988 SITE ADDRESS: 116 EAST MARGINAL WAY S. G \ RIVE z 4P b. / � , / \ \ \ i N. OPP C k �, G 51 , pQ F RIVE (► ' GG� � �` / \ `� JOE : Z ' • - `t7 % �'\ \ 5 N VO •oo / / \ �, F \ \ SRN AROUN wr `o ` i iNSjAu- VA - Iur -v�� p "ARes- PE F DRIVE f IRE VICINITY MAP N g r N r rn a c NOT TO SCALE X PTN. NW1 /4 SECTION 10, T23N ME, W.M. Z • / � w 0 W 0 w to 0� N I = N Z ^C-4 Q C4 0.--N w .. 0 %-.,o r N a TAX PARCEL NUMBERS LOT 3 073300 -010 LOT 4 073300 --020 LOT 5 073300-021 LOT 6 073300 -025 v LOT 7 073300 -030 LOT 8 073300 -031 Q-I LOT 9 073300 -032 LOT 10 073300 -033 W LOT 11 073300-034 i z N \ \ SSG \ DRIVE \ '� .♦ 41 4 b • ` Q y�` {t / �'� �� - / g� � / \ �� / i d q` ` W4 Vim! G 4- DRtVE /' � � � . ANp A1F ! ` M % W P`'� � 4� / o . �v `L ry � �•ZO O / i / �dC �� � � F pR OR SS INGR H � c o c* Vnu O CA 9, fp 0�`' Af t i W a • oo .�O / 16 -- - t't'••'sc piavt hart fvcn rcricmr d b �5 \ O y / �� 1 � / �� - � � . c _ the Public '� \ ,s / •/ obi ,h //� , ,D i �o , 3 a'n; kc Department for conformance with current w Ciiv stt Acceptance is subject to errors and missions ahicb do not p� altthO:m violations e �• h \ � � / / \ FO �� ti, -/ '�. � / / `, \ •mo CIO, 7 Fy9� � C \ .� \ - �j \` •p . � � P /`� 1, ',.1' \ Z / 1k X95 4t � O LD LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT i i s. 3 �� 1 - LOT AREA 7438 SQ.FT. 2139 SQ•FT. 6402 SQ.FT. 5909 SQ.FT. 5432 SQ.FT. 4970 SQ.FT. 4887 SO -FT. 4793 SORT. 3995 SQ.FT. ROOF AREA 2139 SQ.FT- 2139 SQ.FT. 2316 SQ.FT. 1960 SQ.FT 1960 SQ-FT. 1840 SO -FT. 1840 SQ•FT. 1840 SQ.FT. 1236 SQ.FT. DRIVEWAY AREA 428 %FT. 445 SORT. 395 SQ.FT. 456 SQ.FT. 471 SQ.FT 555 SQ.FT. 387 SQ.FT. 260 SQ.FT. 417 SQ.FT. WALKWAY NOT COVE - ( RED) 70 SQ_FT_ 70 SQ_FT. 20i 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 SORT. 2912 SQ.FT. 2509 %FT. 2524 SQ.FT- 2435 SQ.FT. 2449 SQ.FT. 2051 SQ.FT. 1708 SQ.FT. • 9 4 By: W O -,�. 2 �,I .. W a A v NOTES: c i _ A : • S 0 v cis. 1. SEE INDIVIDUAL BUILDING PLANS FOR BUILDING DIMENSIONS. 1 Ey A 0 2. ALL UTILITIES, INCLUDING POWER, TELEPHONE, TV CABLE. ETC., Z SHALL BE PLACE UNDERGROUND PER TUKWILA ORDINANCE. 1 _ I -: ,. rTi t :.. • . -. v.ti ' PE RM4 CUAIER PROJECT NUMBER f 06011 SHEET 1 OF i v 6 S 6 s or o inuwm The respon sibility y zd-q !cY of t:�e design rests totally with the F - s : O:g Additions, ec.ctiO-:.s or reviiions to these ~ Q ,::wwsrg, after th:s d::e r,ill Vo:3 this 200ep;a': �► p re'SiEb=-itul of rc%iW dra voi,�s H w co / �Z ago is sL,,•e11t to t: msp�a� by i12 w � i oWAVISH RWR - •" 3 , e�w T s ' - � - :� - - -- - - • IVER IDE A • TRACTS • M N _ _ VICINITY MAP N g r N r rn a c NOT TO SCALE X PTN. NW1 /4 SECTION 10, T23N ME, W.M. Z • / � w 0 W 0 w to 0� N I = N Z ^C-4 Q C4 0.--N w .. 0 %-.,o r N a TAX PARCEL NUMBERS LOT 3 073300 -010 LOT 4 073300 --020 LOT 5 073300-021 LOT 6 073300 -025 v LOT 7 073300 -030 LOT 8 073300 -031 Q-I LOT 9 073300 -032 LOT 10 073300 -033 W LOT 11 073300-034 i z N \ \ SSG \ DRIVE \ '� .♦ 41 4 b • ` Q y�` {t / �'� �� - / g� � / \ �� / i d q` ` W4 Vim! G 4- DRtVE /' � � � . ANp A1F ! ` M % W P`'� � 4� / o . �v `L ry � �•ZO O / i / �dC �� � � F pR OR SS INGR H � c o c* Vnu O CA 9, fp 0�`' Af t i W a • oo .�O / 16 -- - t't'••'sc piavt hart fvcn rcricmr d b �5 \ O y / �� 1 � / �� - � � . c _ the Public '� \ ,s / •/ obi ,h //� , ,D i �o , 3 a'n; kc Department for conformance with current w Ciiv stt Acceptance is subject to errors and missions ahicb do not p� altthO:m violations e �• h \ � � / / \ FO �� ti, -/ '�. � / / `, \ •mo CIO, 7 Fy9� � C \ .� \ - �j \` •p . � � P /`� 1, ',.1' \ Z / 1k X95 4t � O LD LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT i i s. 3 �� 1 - LOT AREA 7438 SQ.FT. 2139 SQ•FT. 6402 SQ.FT. 5909 SQ.FT. 5432 SQ.FT. 4970 SQ.FT. 4887 SO -FT. 4793 SORT. 3995 SQ.FT. ROOF AREA 2139 SQ.FT- 2139 SQ.FT. 2316 SQ.FT. 1960 SQ.FT 1960 SQ-FT. 1840 SO -FT. 1840 SQ•FT. 1840 SQ.FT. 1236 SQ.FT. DRIVEWAY AREA 428 %FT. 445 SORT. 395 SQ.FT. 456 SQ.FT. 471 SQ.FT 555 SQ.FT. 387 SQ.FT. 260 SQ.FT. 417 SQ.FT. WALKWAY NOT COVE - ( RED) 70 SQ_FT_ 70 SQ_FT. 20i 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 SORT. 2912 SQ.FT. 2509 %FT. 2524 SQ.FT- 2435 SQ.FT. 2449 SQ.FT. 2051 SQ.FT. 1708 SQ.FT. • 9 4 By: W O -,�. 2 �,I .. W a A v NOTES: c i _ A : • S 0 v cis. 1. SEE INDIVIDUAL BUILDING PLANS FOR BUILDING DIMENSIONS. 1 Ey A 0 2. ALL UTILITIES, INCLUDING POWER, TELEPHONE, TV CABLE. ETC., Z SHALL BE PLACE UNDERGROUND PER TUKWILA ORDINANCE. 1 _ I -: ,. rTi t :.. • . -. v.ti ' PE RM4 CUAIER PROJECT NUMBER f 06011 SHEET 1 OF i v 6 S 6 s or o inuwm The respon sibility y zd-q !cY of t:�e design rests totally with the F - s : O:g Additions, ec.ctiO-:.s or reviiions to these ~ Q ,::wwsrg, after th:s d::e r,ill Vo:3 this 200ep;a': �► p re'SiEb=-itul of rc%iW dra voi,�s H w co / �Z ago is sL,,•e11t to t: msp�a� by i12 DOAK HOMES, INC. NW1/4 SECTION 10, T23N, R4E, W.M. GENERAL_ CONSTRUCTION NOTES 1. Locations shown for existing utilities are approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206 - 433 -0179. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206 --433 -0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be Washington State (grid) Coordinates, North Zone, using NAD 83/91 survey control and tied to any two City of Tukwila Horizontal Control Monuments. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 12. Replace or relocate all signs damaged or removed due to construction. 13. Retain, replace or restore existing vegetation in rights -of -way, easements, and Access Tracts. ONSTRUCTION S PECIE 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 permit only. From the third Thursday in November to the following January 2nd, the Director does not allow lane closures in the Tukwila Urban Center. d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all times, except when Permittee has permission from the building owner and the Director to close an access. e. All roadways shall be kept free of dirt and debris using street sweepers. Use of water trucks for cleaning roadways requires pre - approval from the Director. f. Install steel plates over any trench, at any time work is stopped and the trench is left open. STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the current King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with "Dump No Waste" and either "Drains to Streams ", "Drains to We tlands ", or "Drains to Groundwater", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. SILT FENCE DETAIL NOT TO SCALE FILTER FABRIC MATERIAL 36' MIN WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABIC TO WIRE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. (� r)e BY 14 GA. HARE l FABRIC BACKING (OR EQUAL) 2"x4' WOOD POST% STAiDARD OR BETTER OR EQUAL ALTERNATE STEEL FENCE POSTS MATERIAL 2'x2' BY 14 GA. DARE FABRIC OR EQUIV. IN STANDARD STRENGTH FABRIC. IS USED 24'WN 4'x4' MIN. TRENCH. SACKFILL TRENCH NTH NAIVE SOIL OR 3/4' WASHED ROCK 120M 4' AAN 2'x4' WOOD POST ALT STEEL FENCE POSTS NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT 70 THE LENGTH OF THE BARKER TO AVOID USE OF JOINTS- 11114EN J MTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED 1OGET1*1R ONLY AT A SUPPORT POST, TATH A Y« 1111 6 INCH OVERLAP, AND BOTH ENDS SECURELY FAS DIED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHIIERE FEASIB HE FENCE POSTS SHALL BE SPACED A LTAxHIIUIT OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROLiNO� OF 12 INCHES). OR AT 8' MAXIMUM 11R11EN SAC(NSG IS USED. C. A TRENCH SHALL BE EXCAVATED. ROUGHLY 4 INCHES TADE AND 4 NICHES DEEP. UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. MEN STANDARD STRENGTH FILTER FABRIC IS USED„ A 1110E 14M SUPPORT FENCE SHALL SE FASTENED SECURELY TO THE UPSLOPE SIDE OF 1HE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST i INCH LONG. TIE VORES OR HOG RINGS, THE IM SHAM EXTEND INTO THE TIM" A MIN MiY OF 4 io CHES AIHD SHALL NOT EXTEND YORE THAN 36 NCHM ABOVE THE ORIGINAL GROUND SURFACE E THE STANDARD STRENGTH FILTER FABRIC SHALL SE STAPLED OR NRED TO THE FENCE, A!D 12 *X>IES OF TIE FABRIC SHALL BE EXT13VED NTO THE TRENCH. THE FABRIC 9ML NOT EXTEND YORE THAN 36 INCHES ABOVE iiHE OR1*NAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISrAG TREE IF THEN EXTRA STRDIM FLIER FABRIC AND CLOSDt POST SPAONG ARE USED THE HIRE AESH SUPPORT FTa10E WAY BE E'JUMHIATEC_ IN SUCH A CAST; T,E FILTR FAMC 5 STAPLED OR TARED CA�ECTtY To THE POSTS TlTi ALL OTHER PROOWISIONS OF STANDARD NOTE E APPLYWI G. THE TR04C H SHALL BE BACITILLED TATH NAIVE SOIL OR 314' -1.5' WASZrED ROCIC H_ FXTFR FABRIC FENCES SHALL BE REMOVED 11 HEN ;THEY HAVE SERVED THEIR USEFUL PURPOM 8UT NOT BEFORE THE UPSH.OPE AREA HAS KEN PC%IANDMY STABILIZED. L FILTER FABRIC FENCES SHALL BE 114WECTED BANEdATELY AFTER EACH RAINFALL AND AT LEAST DAILY GURM PROLONGED RAINFALL ANY REOUrtED REPAIRS SHALL BE MADE AUIEOIATECY. J. WAMD ANCE: ANY D AMAGED OR CLOGGED FDICE SHALL 8E REPAIFD/TtEPLACEO MEDIATEL SEN ONT ]RUST BE RCWOVW 11 HEN THE SEDIWNT DEPTH 6 6 IINCHES OR GREATER F OOINCONTRATTcD ROM ARE EIADEINT UPHAL OF THE FENCE. THEY MUST 8E INTERCEPTED AND CON1EVrED 10 A SW DNT TRAP OR POW PRIVATE DRIVEWAY CROSS - SECTION NOT TO SCALE WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 12) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. 13) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 14) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15) CLEAN OUT STORM DRAINAGE SYSTEM. 16) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. LOTS 3 THROUGH 11, BENNETT'S INTERURBAN TRACTS KING COUNTY, WASHINGTON. CUT 0 CU. YDS PER LOT FILL i 10 CU YDS PER LOT SHEET i SPECIFICATIONS AND DETAILS SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN SHEET 3 GRADING & DRAINAGE PLAN RECE:Y} C11Y OF TL' K.1`! ,A PFAWCENIER RESIDENCE 20' W Z 3 tr W CL O OC a f CATCHBASIN L �- L SU9WADE COWACTED TO 95X MAX DENSITY 2" COMPACTED DEPTH CLASS `B' ASPHALT CONCRETE 4 MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE NOT TO SCALE Project Manage /Owner: Darryl Doak, Sr. Doak Homes, Inc. (206) 372 -2280 Design Engineer: Tim Schriever, PE Alliant Engineering & Land Surveying, Inc. (425) 485 -1083 • • 'Il • r • I �71 • r _i LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 073300-010 073300 -020 073300-021 073300 -025 073300-030 073300-031 073300-032 073300 -033 073300 ---034 UTILITY LOCATION NOTE: 1. Prior to starting construction, contact ONE -CALL (1- 800 - 424 -5555) for utility locations. 2. It is the contractors responsibility to verify the location and elevation of all utilities and drainage facilities prior to construction. CONTRUCTION 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 a Z. 15 0 I6 : I J 3 C X OD 11) • W Q 0) W CD 1 0) o K N 2"x4' WOOD POST% STAiDARD OR BETTER OR EQUAL ALTERNATE STEEL FENCE POSTS MATERIAL 2'x2' BY 14 GA. DARE FABRIC OR EQUIV. IN STANDARD STRENGTH FABRIC. IS USED 24'WN 4'x4' MIN. TRENCH. SACKFILL TRENCH NTH NAIVE SOIL OR 3/4' WASHED ROCK 120M 4' AAN 2'x4' WOOD POST ALT STEEL FENCE POSTS NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT 70 THE LENGTH OF THE BARKER TO AVOID USE OF JOINTS- 11114EN J MTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED 1OGET1*1R ONLY AT A SUPPORT POST, TATH A Y« 1111 6 INCH OVERLAP, AND BOTH ENDS SECURELY FAS DIED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHIIERE FEASIB HE FENCE POSTS SHALL BE SPACED A LTAxHIIUIT OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROLiNO� OF 12 INCHES). OR AT 8' MAXIMUM 11R11EN SAC(NSG IS USED. C. A TRENCH SHALL BE EXCAVATED. ROUGHLY 4 INCHES TADE AND 4 NICHES DEEP. UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. MEN STANDARD STRENGTH FILTER FABRIC IS USED„ A 1110E 14M SUPPORT FENCE SHALL SE FASTENED SECURELY TO THE UPSLOPE SIDE OF 1HE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST i INCH LONG. TIE VORES OR HOG RINGS, THE IM SHAM EXTEND INTO THE TIM" A MIN MiY OF 4 io CHES AIHD SHALL NOT EXTEND YORE THAN 36 NCHM ABOVE THE ORIGINAL GROUND SURFACE E THE STANDARD STRENGTH FILTER FABRIC SHALL SE STAPLED OR NRED TO THE FENCE, A!D 12 *X>IES OF TIE FABRIC SHALL BE EXT13VED NTO THE TRENCH. THE FABRIC 9ML NOT EXTEND YORE THAN 36 INCHES ABOVE iiHE OR1*NAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISrAG TREE IF THEN EXTRA STRDIM FLIER FABRIC AND CLOSDt POST SPAONG ARE USED THE HIRE AESH SUPPORT FTa10E WAY BE E'JUMHIATEC_ IN SUCH A CAST; T,E FILTR FAMC 5 STAPLED OR TARED CA�ECTtY To THE POSTS TlTi ALL OTHER PROOWISIONS OF STANDARD NOTE E APPLYWI G. THE TR04C H SHALL BE BACITILLED TATH NAIVE SOIL OR 314' -1.5' WASZrED ROCIC H_ FXTFR FABRIC FENCES SHALL BE REMOVED 11 HEN ;THEY HAVE SERVED THEIR USEFUL PURPOM 8UT NOT BEFORE THE UPSH.OPE AREA HAS KEN PC%IANDMY STABILIZED. L FILTER FABRIC FENCES SHALL BE 114WECTED BANEdATELY AFTER EACH RAINFALL AND AT LEAST DAILY GURM PROLONGED RAINFALL ANY REOUrtED REPAIRS SHALL BE MADE AUIEOIATECY. J. WAMD ANCE: ANY D AMAGED OR CLOGGED FDICE SHALL 8E REPAIFD/TtEPLACEO MEDIATEL SEN ONT ]RUST BE RCWOVW 11 HEN THE SEDIWNT DEPTH 6 6 IINCHES OR GREATER F OOINCONTRATTcD ROM ARE EIADEINT UPHAL OF THE FENCE. THEY MUST 8E INTERCEPTED AND CON1EVrED 10 A SW DNT TRAP OR POW PRIVATE DRIVEWAY CROSS - SECTION NOT TO SCALE WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 12) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. 13) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 14) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15) CLEAN OUT STORM DRAINAGE SYSTEM. 16) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. LOTS 3 THROUGH 11, BENNETT'S INTERURBAN TRACTS KING COUNTY, WASHINGTON. CUT 0 CU. YDS PER LOT FILL i 10 CU YDS PER LOT SHEET i SPECIFICATIONS AND DETAILS SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN SHEET 3 GRADING & DRAINAGE PLAN RECE:Y} C11Y OF TL' K.1`! ,A PFAWCENIER RESIDENCE 20' W Z 3 tr W CL O OC a f CATCHBASIN L �- L SU9WADE COWACTED TO 95X MAX DENSITY 2" COMPACTED DEPTH CLASS `B' ASPHALT CONCRETE 4 MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE NOT TO SCALE Project Manage /Owner: Darryl Doak, Sr. Doak Homes, Inc. (206) 372 -2280 Design Engineer: Tim Schriever, PE Alliant Engineering & Land Surveying, Inc. (425) 485 -1083 • • 'Il • r • I �71 • r _i LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 073300-010 073300 -020 073300-021 073300 -025 073300-030 073300-031 073300-032 073300 -033 073300 ---034 UTILITY LOCATION NOTE: 1. Prior to starting construction, contact ONE -CALL (1- 800 - 424 -5555) for utility locations. 2. It is the contractors responsibility to verify the location and elevation of all utilities and drainage facilities prior to construction. CONTRUCTION 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 a Z. 15 0 I6 : I J ks C5 Z 5 a A Z t3 Z W CS d A T� V Z Z 1.4 9Z N I~/ P Z w H Z W� E+ q d Z a d� a c� 0 PQ m oa �" ca co Ca ca PROJECT NL%M fl 05011 SHM 1 OF 3 GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans ore minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and In operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. in addition to cover measures, the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site, enough cover materials to cover all disturbed areas. c. By October 8, seed 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. L40 I A III ADZ Do � 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. [ill VICINITY MAP 3 C X OD 11) • W Q 0) W CD 1 0) o . 3`I-� N Y O r tr N G � 00 m N ks C5 Z 5 a A Z t3 Z W CS d A T� V Z Z 1.4 9Z N I~/ P Z w H Z W� E+ q d Z a d� a c� 0 PQ m oa �" ca co Ca ca PROJECT NL%M fl 05011 SHM 1 OF 3 GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans ore minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and In operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. in addition to cover measures, the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site, enough cover materials to cover all disturbed areas. c. By October 8, seed 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. L40 I A III ADZ Do � 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. [ill VICINITY MAP r / v D \ , O O O O 2.5 IN INSTALL CULVERT�� ;.• , • • - < — - 0 � � 1' KEYED IF NECESSARY / • :t,*.- CHANNEL '. • z . ,� • ' • • O� O O O . r • : , :• \ O O 0 00 0 00 0 0 0 0 BELOW INVERT :; :•�: GEOTEXTILE FABRIC UNDER •• a QUARRY SPALLS SIDE VIED' (MARAFl 600X OR EQUAL) NOT 70 SCALE �9\ \ SQ� / STABILIZED CONSTRUCTION ENTRANCE NOTES: \ R007S�AND OTHER OBJECTIONABLE CTI�ONA OF THE ENTR THE SH ARRRYY SP 901L BE PLACED VEGETATION 0 THE SPECIFIED DIMENSM& ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD � 1 S BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED. THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SKaFICATIONS. V 2. AGGREGATE: C TO 6' QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9 -13.6. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST Ir THICK IT MUST INSTAL. CAT BA CTIbN OVER \ TME MUST AT LEAST 100�FEET WH ERE PHYSC PO THE LENGTH of ALL 00 NG IN ST CATIIASINS 4. WASHING: IF CONDITIONS ON THE 97E ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE 71RES BY CONTACT 1171H THE ROCK ENTRANCE. THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO / / °`' o�`' • i '1$ \ SAW CUT AND REMOVE pSP HALT PAVEMENT MAKE WASHING MORE CONVENIENT AND EFFECTIVE. �$°c 6k% LIMIT OP CLEARING (TYP) \ SOUTH OF C837 s. MAINTAINENCE. THE ENTRANCE SHALL BE MAINTAINED IN A COHIDITM WHICH WILL PREVENT \ -' �•y / TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. TINS MAY REQUIRE PERIODIC TOP / DRESSING WITH 2" STORE, AS CONDITIONS DEMAND. AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED. DROPPED. WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED .y \ IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE •`1r \ STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE OR THERE IS A THREAT TO PUBLIC SAFETY. , \ �� \ S i ALL RUNOFF AND WASH WATER MUST BE TREATED TO PREVENT SEDIMENT LADEN WATER FROM ENTERING DOWNSTREAM DRAINAGE COURSES` lop \ C> . Way \ INSTALL TEMP Y T CE o,, IN TABILIZED CONSTRUCTION ENTRANCE �1. \ j ACROSS SWALE A PROP \ I� ER ON SHEET 1 \ NE AND ADDITION LOCI TRAP NOTES: MENT AS NE Y T \ ♦� f SI T LADEN ATER SITE 1. SEE TESCP SPECIFICATIONS, TEMPORARY SILT FENCE DETAIL AND STABILIZED CONSTRUCTION ENTRANCE DETAIL ON SHEET 1. fA \ - '� � � `�� ? �� AND p AIWA EMFkT F Gf FOR I NGRESS OF ' rs \ NP \ .� \ INSTALL CATCH 11ON OVER �. //� 9 -- . -- — S 9, ' OU AND it \ \ -6 O \ .�. STING AND S CATCH BASIN CONSTRUCT SURFACE WATER DIVERSION SWALE \ CROSS SECTION C–C •!' + \ �' o \ 5i i INSTALL CHECK DAMS PER DETAIL `'� ~ + v '' �'/ •: ALONG SWALE 70 CREATE SMALL SEDIMENT \ ./ � TRAP PONDI AREAS AND PREVENT EROSION • �`' N. SILT FENCE .�� 01 OPE TY LIMS DETAIL I ilk 1 ELEV_ DATUM: NAVD 1988 \ 91STALIL TEMPOMY SILT FENCE AS NECESSARY . . T4 PREVENT SILT LADEN WATER FROM ENIERW STORM DRAIN \ . DNERSION SWALE CROSS -- SECTION C -C NOT TO SCALE i 2 ' IL `'� L =r ' ; •.rid y �8 t ' 1 r IN It cm CC - 2 - CivL i-L ��j�i.l� �i�l �L V v` I�Vi i C ,4TER 9 N a r N r 3 x a Z I 0) W W ¢ . 1 0 u7 03 N cD Y N W_ (o 0 � N O .. a 00� p v V - a s W 0 I� co Z E..4 W r/} r~ � A � Z W Z E-4 w ul C 94 H wc� to W Z O w 0 M :21 H 00 W a E-{ U T� z V � Z O ~ can W4-Z 040 OD W 1-4 CR w V4 W � � •n ZW 0 a 0 to W �Q� O " H� Z Z 1 PROJECT NU MBM 05011 SHEET 2 OF 3 p_ i PTN, NWI/4 SECTION 10, T23N, R4E, W.M. RACK CHECK DAM DETAIL NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE ROCK GRADATION REQUIREMENTS FOR / CHECK DAMS AND 12 PIPES s » / 100X PASSING 8" SIEVE P 40 -60X PASSING 6 SIEVE 0 0 O 0 0 O 0 -1090 PASSING 2 SIEVE C HANN EL 0 O 0 Q 0 0 1' KEYED P��� '':•�'• R� ?s• BELO INVERT �5� ..: ' •1 • • qr \ SEE ROCK GRADATION / •••� • •• •.; ���'/ / REQUIREMENTS FOR END VIEW / ,� ., • '' .' 1., :: ;;•.� •i ROCK SIZING •w ' ' r' • ;;• �' .� f • • •�' r '' •, LIZEb. UCI ENTRANCE • :•' �' f , :, ; s ' ~; ' •. LNG SIB P D _ ;;�- -s- QUARRY SPAI.LS•• • .., / .�i ' l ON SHEET 1 \ FLAW 2.1 V • {.•' •• ' ''��' . �•..•�'; .• •,� I •,• r O pv \ G� G / / ) i C // \ i// .V► 20' MIN. WIDTH ASPHALT ROAD ADDITION EXIS me WIDTH VARIES - \ '(l \ \ / / \ CATCH BASIN PER PLAN O 2" COMPACTED DEPTH CLASS "B" COMPACT SUBGRADE ASPHALT CONCRETE AND SIDE SLOPES TO 951e OF MAX. DENSITY 2" CRUSHED SURFACING TOP COURSE 4" MIN. CRUSHED SURFACING BASE COURSE 0 W a a 0 z X w O cV 8 r V_ ACCESS ROAD x CROSS- SECTION A-! U) ,. < v�FPGG O`' G l� / \ NOT TO SCALE ? 00 � o, O° 699 � `� ��� P�Q�P �•� ` / ELEV. DATUM: NA4 1988 ol* ` \ \ `/ b o y , TBM: IE 12" CPEP IN B37 lip "ro C) C, A Nj OR NN Go h h� °� p�` • ' / 4o,'.L •\ 1$ �• , \ A �. y a p�; Qom• \ p�G SLO 1$ O��% X61 , 01 'y / Q � -4! \ • 93 r' `� v �` ° 01 �• s• O VY o � / � \ A F ��P / / �0 3\ � RIVE `�o` ' o / j g\O \ �o 10 `` `io °� p'1 \ \ Nf A US X) � Q RIVE ti G 5 '9 p cl� `D 8� / ; 4 �`' ♦ r GRA � %, /'t, % Z �� G AP N -b N 1 00 , ��• CRO � l �• \ � . /a� / �` � �� 5 , eye � \ � L 6 9 Q° �l tiG U 11��' �6 • \ yj O �G \ RIVE z � CONSTRUCT'WASS LINED, SWALE \ /��` gh� 'o PER > o -o g F �, �� c,4 '�� �• g Fd ° PER C TION B —B 4 { / �ti / o v � SS ' / 2 g j . 1 O 5 QUA y� � LQ \ �� o Sp� 15 ���'�� k �.�'� / IvE f \ �'� P RI VA TE f � / � / � � 0v 0 pR�vN SENT F /+L A N. P c�v Q �ti. / O y� 0V, 5r �a * FOR W \ y o s < ��a� �,- / / . �,� c Q eE,vE EG P \ 1r \ 5g old. Q � 0 1� 6 / O� t�,�i j 1* • F j L OTS 9. 10 DOES \ o r' 5 F ti .. 11 l a • S� O -i / , v� oe v PCs ao OF ir O vo bt CPO 40, 4 lip S •� _ 'i \ � /Q �� Pte' -3 �► � Ik 3 •( �. \ \ 7� y 0. 12 \ e 3� / 4 ir W Q A 11') o N co Y �D <C4 O� .. 0 OD m O 12' TYP. I Er DEPTH 0 4 � 51i- NOTES: W 1. SEED SWALE WITH NATIVE � GRASS LAWN MIX AND MULCH WITH • 3' DEPTH STRAW. 2. SLOPE CENTERLINE OF SWALE R�I >1 0.50% MIN. AND 3.0% MAX. 3. CONSTRUCT SWALE WITH 4:11 MAX. SIDE SLOPES TO ALLOW FOR LAWN MOWER MAINTENANCE. z ALE I SS —L SW a � � SS- -SECTION B —B w A �& NOT TO SCALE E-4 I Z w W A � W Z f� A a z co C'3 M ao e �z 0740 W ~ Ce ZW o as o a 0 v Z Z • DRAINAGE NOTE. . ALL ROOF AND DRIVEWAY DRAINAGE WALL BE DISCHARGED DIRECTLY TO THE STORK DRAINAGE o1WEM THAT DISCHARGES TO THE DUWAMISH RAVER. PROJECT MJMKR RECOVED Crnr Cc OK -' 1A 05011 V ELF `&,.` " SHEET 3 OF 3 ti 1 0